Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2353 JEFFERSON ST; ; PC150012; Permit
Print Date: 05/25/2017 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2353 Jefferson St BLDG-Migrated 1551802800 $0.00 HIRSCHKOFF RESIDENCE City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Permit www.carlsbadca.gov Work Class: BLDG-Migrated Lot#: Reference#: DEV02032 Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Description: PLANCK-HIRSCHKOFF: NEW SFD W/ 2DU Total Fees: Total Payments To Date: Status: Applied: Issued: Fina led: Inspector: Balance Due: Permit No: PC150012 Closed -Finaled 02/26/2015 11/06/2015 05/25/2017 I H ""JiE FOLLOWING APPROVALS REQ 0BUILDING 0FIRE DHEALTH D HAZMAT/APCD Ccicyof Carlsbad JOB ADDRESS Plan Check No Est. Value Plan Ck. Deposi Date 2--U IS SWPPP S"', APN 155 180 28 00 J..BS-b~D, CA92008 }-,CT°"""PR"'O"'~E"'CT.-,#,---LOT# P;-;,HAS"""'"E #,,..--,-,#,,.,O"""F"'U""NIT=s,....,.,#""'B=E=aR=o=oM'""S,---+,,-#-,s-BA""J"'HR=o=oM"'S,---r.,T=ENAN=T""'B"'U=s1..:NESS=N=AM=E---------,-,sco'"'N""ST""R,...._ TY=P""Ec--r,O"'c"'c."""G=Ro""u"'"P-, 3 2.5 V-B R-3 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) NEW 3, 015 S.F. THREE-STORY RESIDENCE: 3 BEDROOMS/2.5 BATH (2) 1-CARATTACHED GARAGES [803 S.F. TOTAL] EXISTING USE PROPOSED USE GARAGE (SF) PATI0S(SF) DECKS(SF) FIREPLACE YES(Zltt. AIR CONDITIONING FIRE SPRINKLERS VACANT LOT RESIDENTIAL 803 400 1.000 NoO YES [Z]No D YEs[Z] NoO APPLICANT NAME Prhta Contact ADDRESS CITY JOHN JENSEN ARCHITECT 130 S. CEDROS #220 STATE ZIP SOLANA BEACH CA PHONE FAX 858. 756.2526 EMAIL jjensen@johnjensenarchitect.com 92075 DESIGN PROFESSIONAL JOHN JENSEN ARCHITECT ADDRESS 130 S. CEDROS #220 CITY STATE ZIP SOLANA BEACH CA 92075 PHONE FAX 858.756.2526 EMAIL jjensen@johnjensenarchitect.com STATE UC.# C19680 PROPERTY OWNER NAME JOEL+ HEATHER HIRSCHKOFF ADDRESS 1483 CORAL WAY CITY STATE ZIP SAN MARCOS CA PHONE FAX 858.229.1399 EMAIL Joel.Hirschkoff@ga-asi.com CONTRA~OR BUS. NA!Wi .,-, ,-r.:,~ r ..... ,:i-. c..o"' 1. ADORE 2'1 CITY SoJ.,,... (0 ( STATE C"-\ FAX EMAIL Da.-c.,@ 13-..,w- STATELIC.# 7D7 b 10 ' f'1C.. -r-.s .,, l <SS<e ,2-. ZIP 92P"2~ 92078 (Sec. 7031.5 Business and Professions Code: Any Cij:y or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to itS iss , also reqmres the applicant for such permit to file a signed statementttiat he Is licensed pursuant to the provlslons of the Contractor's License Law {Chapter 9, commending with Secti 00 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit su jects the applicantto a civil penalty of not more than five hundred dollars ($500]). · W@(&.fill]w@ "·' @©fil:r@@1;9~~ 'u'O®W ·.' ,-,, .. '· -· ,, ·:.·.(' :.·· ,•, H '":'..". . . .. " ''' - Workers• Compensation Declaration: I hereby affirm under penalty of pelfury one of the following declarations: •'·--. s I have and will maintain a certificate of consent to self.insure for workers' compensation as provided by Section 3700 of the Labor Code, for the perfonnance of the work for which this permit is Issued. I have and will maintain workers' compensation, as reQuired by Secti~n 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Insurance carrier and policy · number are: Insurance Co. 'f)m±-e. Cc'OO\JOO¼tlQ() \OS, f'vrdPolicy No. 0\.\ 2.5lRO \ ~l.O \ S:-d Expiration Date l.R · 1 · WI\() erection need not be completed If the permit is for one hundred dollars ($100) or less, Certificate of Exemption: I certify that in the performance of the work for which this pennlt is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employerto criminal penalties and clvllflnes upto one hundred thousand dollars (&100,000), In addition to the cost of compensation, damages as provided for in Sectlorr3706 of the Labor code, interest and attorney's fees. Ji5 CONTRACTOR SIGNATURE ~Jl--QAGENT DATE 'cl ·S. ;;JO ,s- •. .. . " -"" . -. ··t, . ,"·,«· <H•' --'>• ,,1 ","' '"' . ., ·---·" ··-·-·----~-'' ·--, :,@wroiJ~-00©0~@@00 @@@(!,~@.~ vo®ro ' .1'," .. .. I hereby affirm that I am exempt from Contractor's license Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. QYes 0No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (finn) to provide the proposed construction (Include name address/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supeivlse and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address / phone / type of work): Ji5 PROPERTY OWNER SIGNATURE 0AGENT DATE Tl-IE FOLLOWING APPROVALS REQ 0BUILDING OFIRE 0HEALTH D HAZMAT/APCD Ccicyof Carlsbad iluiiaing P rmit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Joe;l3~ JEFFERSON ST. CARLSBAD, CA 92008 SUITE#/SPACE#/UNIT/1 Plan Check No. Est. Value Plan Ck. Deposit Date 180 28 00 CT/PROJECT# LOT# PHASE# # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP 1 1 V-B R-3 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) NEW 468 S.F. SECOND DWELLING UNIT W/ 1 BATH ABOVE MAIN HOUSE GARAGE EXISTING USE PROPOSED USE GARAGE (SF) PATI0S(SF) DECKS(SF) FIREPLACE YES@ AIR CONDITIONING FIRE SPRINKLERS VACANT LOT RESIDENTIAL 0 0 0 NoO YES[Z]NoO YEs[Z]NoO APPLICANT NAME Pritt Con ct JOHN JENSEN ARCHITECT PROPERTY OWNER NAME JOEL+ HEATHER HIRSCHKOFF ADDRESS 130 S. CEDROS #220 CITY STATE ZIP SOLANA BEACH CA 92075 PHONE FAX 858.756.2526 EMAIL jjensen@johnjensenarchitect.com DESIGN PROFESSIONAL JOHN JENSEN ARCHITECT ADDRESS 130 S. CEDROS #220 CITY STATE ZIP SOLANA BEACH CA 92075 PHONE FAX 858.756.2526 EMAIL jjensen@johnjensenarchitect.com STATELIC.# C19680 ADDRESS 1483 CORAL WAY CITY STATE ZIP SAN MARCOS CA PHONE FAX 858.229.1399 EMAIL Joel.Hirschkoff@ga-asi.com CITY ...SCP/,:,,--.4 ~~ PHONE g ~S' S".!l l -C)9- STATELIC.# 707 "''~ ' I;, C: su:T 12 STATE c,4- FAX ZIP t::)Z;:)?f'"'" 92078 (Sec. 7031.5 Business and Professions Code: Any CiJ.y or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its lssua e also requires the applicant for such permit to file a signed statement ttiat he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Sectio 0 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)). ,, ' . W®l'.ciw1E1£~ ~ @@@i:i>@m~~ vo®m ,·,-,--·, -. ' ,~ ~ ' ' ' ',l Workers' Compensation Declaration: I hereby affirm under penalty of peljury one of the following declarations: 0 I have and will maintain a certificate of consentto self.Insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permitis issued. ~I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Insurance carrier and policy number are: Insurance eo~tll.\t CnYlpeo&l:tian In&. @M Policy No. 9.\26":~o \ :a.o ,&::: -d-Expiration Date L/J. ' . ~ \V This section need not be completed if the permit is for one hundred dollars ($100) or less, 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I-shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage ls unlawful, and shall subject an ~ployer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, Interest and attorney's fees, Jo CONTRACTORSIGNATURE ~~ QAGENT DATE <3 ·5· lb '', I hereby affirm that I am exempt from Contractor's license Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply-to an ownerof-property-who-builds or-Improves thereon, and-who does such-work himself-or through his own employees, provided that such improvements are not Intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who build$ or improve$ thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section ____ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement QYes QNo 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the-proposed construction (include name address /·phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the majOr work (include name/ address/ phone/ contractors' license number): 5, I will proylde some.of the work,_but I have.contracted (hired) the following per~ons to proyide !he work Indicated (Include name/ address/ phone/ type.of worl(): ..@5" PROPERTY OWNER SIGNATURE OAGENT DATE , €®G'iJIP(b@u(§ t?(;J03 ~@@iJO@W l?@ffi · G'J®W o@I] :§O®@QJ u0.C)l1 ©©Of11NIW@ 'fP@(f)G'.,)(liJ§ ®(~'111 'iJ ,, Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? (jYes (jNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? (jYes a No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? CJ Yes CJ No JF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANTHAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. '@® C9 'f) iiJ Ci.<.© <siiJ /.}@111 ,, ,, ,, ' ·,' '' ,, - 11@ t~nv o ,~@ &©@1])~1' " ~ ', ,, ', ,., '' " I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 0) Civil Code). Lender's Name Lender's Address , ~fyl}'(kQC{t;;w·d @@@vo'&1j€~,VD@Gg ·,,• ''/ ': "\", ,', " ;:, ' '' _,,_ " ,' ,, ' I certify that I have readttleapplication and statethattheabove information Is correct and that the information on the plans Is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby aulhorize representativeoflhe City of Carlsbad to enter upon lhe above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OFTHIS PERMIT. OSHA: An OSHA permtt is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by lhe Building Official under the provisions of lhis Code shall expire by limitation and become nu~ and void if the building or V\Ork aulhorized by such permit is not commenced within 180 days from the date of such permit or if the building or V\Ork aulhorized py such permit is suspended or abandoned at any time after lhe V10rk is commenced for a period of 18D days (Section 106.4.4 Uniform Building Code). ,N$ APPLICANT'S SIGNATURE DATE {'city of Carlsbad SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special inspection, structural observatio.n and construction material testing. De l5 Project/Permit: ,1 ~ (} 0 f l_ I Project Address· A. THIS S!;CTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder CJ. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please print),___-=~=C?"""-'\o\"-'N'---"""--------'--'P_. ---------~-'~""""'..=,..~.,,.e,._,___,b)'-"""----- (First) (M.I.) (Last) Mailing Address: 130 ~-C::..£..Q&ot;:. ~2.zo ';>c'-'<\No& :S.,"'-"' CA 1zo-::t-s: .) Phone: g-e;;-$.::::fS:t.:..Z.$"2.(p I am: OProperty Owner OProperty Owner's Agent of Record BArchitect of Record DEngineer of Record State of California Registration Number-<'...J7c.-So Expiration Date: "5;' • '3 I , z.a !-=I- AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspections 13oted on t proved plans and, as required by the California Building Code. Signatur · Date: ----"6":c...._, -z_,_.-'--1~=-------- B. -~ F RE PONSIBILITY (07 CBC, Ch 17, Section 1706) •. This section must be completed by the contractor I builder I owner-builde . Contractor's Company Name:-,~F'----c..r __ f._~_·_c._,_c._Co_"-_,._1._,_~_c.. _____ Please check if you are Owner-Builder o Name: (Please print) QC-:, J f;., 6cc:..1-c....- (First) (M.I.) (Last) MailingAddress: 2''-/3 /I/ f/u-JY 1°1 J.;,T 12.. .S.-ol ...... -t.5-~--L c.~ 9-2£>7~ Email: ().., .,"' ~ 13_..,-c.r f c....T , Co.,.... Phone: __ 8_~_'e_-_S"_L_'.S_-_CJ_'7_"'_ ... __ State of California Contractor's License Number:_--L..7_0_7_{::,_/_0 ____ Expiration Date: '3~ j_ 2-.-17 • • • • • I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. I will provide a final report I Jetter in compliance with CBC Section 1704.1.2 prior to requesting final inspection. S. t c:::'r-. //?__ '·:; c::> _e--r'7c,, ... 1gna ure:'--_c__) ____ ,_-. _____ --i;1~,J:.,,_·: _________ Date: __ o __ "".::> __ ~---~--- ·~ ~ .. - B-45 Page 1 of 1 Rev. 08/11 EsGil Corporation In <Partnersliip witli qovernment for (}JuiCaing Safety DATE: 06/19/2015 JURISDICTION: City of Carlsbad PLAN CHECK NO.: pc15-12 SET: III CJ APPLICANT CJ JURIS. CJ PLAN REVIEWER CJ FILE PROJECT ADDRESS: 2353 Jefferson St. PROJECT NAME: Hirschkoff Residence Duplex D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: O0/\Qiby: ) Email: Mail Telepho3/ Fax In Person ,hA JL_..- REMARKS: If) See clouded notes sheets S3, S4 and match to remaining sets. 2. ~Yicant to complete ant/return Carlsbad Special Inspection Agreement. By: David Yao (DA) EsGil Corporation D GA D EJ D MB D PC Enclosures: 06/15/2015 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In (J!artnersnip witn government for (}3ui{aing Safety DATE: 06/01/2015 JURISDICTION: City of Carlsbad PLAN CHECK NO.: pcl5-12 PROJECT ADDRESS: 2353 Jefferson St. PROJECT NAME: Hirschkoff Residence Duplex SET: II D ~PLICANT __.J;YJURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [8:1 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [8:1 The applicant's copy of the check list has been sent to: John Jensen D EsGil Corporation staff did not advise the applicant that the plan check has been completed. [gj EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: John Jensen Telephone#: 858-756-2526 pate contacted: la { I (by~ Email: jjensen@johnjensenarchitect.com ~Mail Telephone Fax In Person D REMARKS: By: David Yao (DA) EsGil Corporation D GA D EJ D MB D PC Enclosures: 05/26/2015 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad pclS-12 06/01/2015 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. GENERAL RESIDENTIAL REQUIREMENTS 8. The supporting construction of fire-rated floor assemblies shall have an equal or greater fire-rating. Section R302.3.1. Show that all walls supporting are at least 1 hr rated walls. Sheet A-6.1 shows 5/8 type X that only goes a couple of feet down the wall. 10. Walls and floors separating units in a duplex shall have a sound transmission class (STC) of not less than 50. Additionally, floors must have an impact insulation class (IIC) rating of not less than 50. CBC Section 1207. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. Please provide details and listings for the floor assembly. EXITS, STAIRWAYS, AND RAILINGS 14. Provide details of winding stairway complying with Section R311.7.5.2.1: (where the stairway turn the direction at living) b) Maximum rise is 7-3/4 inches. Where is detail 7/AD-1 referenced? This detail shows max 8" rise. This should be 7 3/4 ". If this detail is not to be used please omit. If it is to be used, please revise and reference. City of Carlsbad pclS-12 06/01/2015 · ROOFING 17. Specify on the plans the following information for the skylights, per Section R106.1.1: b) Manufacturer's name and product name/number. c) ICC approval number, or equal. Please provide. FOUNDATION REQUIREMENTS 19. Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4. No soils report received. Please provide. 21. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Please include if required by the soils report. FRAMING 22. Sheet 38 of the calculation shows grid line type 3E wall. Sheet S4 and S3 shows S3 wall. Please check. Just to the left of gridline I on sheets 53 & 54 there are two shearwalls one called out as a 53 5'-9" and the other 53 4'0". These do not appear in the calculations, and type 53 shearwall from the framing plan legend is a 24X9 SSW. Please revise. PLUMBING 25. Show water heater size (1 st hour rating), type, and location on plans. For the two water heaters located in the garage: a. Show the T and P relief valve at the water heater and the discharge pipe size and routing to the exterior. b. In the garage, provide an adequate barrier to protect the water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. CPC Section 507.13. City of Carlsbad pclS-12 06/01/2015 MISCELLANEOUS 31. Please finish the special inspection agreement from City of Carlsbad. Please complete and return the special inspection agreement. This is a City of Carlsbad requirement for permit issuance. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes CJ No CJ The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao (DA) at EsGil Corporation. Thank you. EsGil Corporation In <Partnersnip wit/i, (]ovemment for (J3ui{aing Safety DATE: 3/10/2015 JURISDICTION: City of Carlsbad PLAN CHECK NO.: pc15-12 PROJECT ADDRESS: 2353 Jefferson St. PROJECT NAME: Hirschkoff Residence Duplex SET: I D APPLICANT ZJURIS. · D PLAN REVIEWER D FILE D The plan ransmitted herewith have been corrected where necessary and substantially comply with t e jurisdiction's codes. D plans transmitted herewith will substantially comply with the jurisdiction's odes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: John Jensen D EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: John Jensen Telephone#: 858-756-2526 (by'f'A+ Email: jjensen@johnjensenarchitect.com ~ate contacted:'2 / )\ -1:7Mail Trteir1one , Fax D REMARK~{Y\., J In Person By: David Yao Enclosures: EsGil Corporation D GA D EJ D MB D PC 3/2 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad pc15-12 3/10/2015 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: pc15-12 JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2353 Jefferson St. FLOOR AREA: Living 3015 sf garage 468 Second unit 803 sf REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 3/10/2015 FOREWORD (PLEASE READ): STORIES: 2/basement HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/2 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2013 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2012 IRC, 2012 IBC, 2012 UPC, 2012 UMC and 2011 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad pclS-12 3/10/2015 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2013 California Residential Code, which adopts the 2012 IRC, 2012 UMC, 2012 UPC and the 2011 NEC. Section R106.1. 2. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Section R106.2. 3. Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Section R106.2. • FIRE PROTECTION 4. Show locations of permanently wired smoke alarms with battery backup, per Section R314: a) On main level. 5. In dwelling units within which fuel-burning appliances are installed (and in dwelling units having attached garages), show the locations of permanently wired carbon monoxide alarms with battery backup, per Section R315: a) On main level. City of Carlsbad pclS-12 3/10/2015 • GENERAL RESIDENTIAL REQUIREMENTS 6. Wall assemblies separating units in a duplex shall be of one-hour fire resistive construction. Provide details of the assemblies. Section R302.3. Such wall assemblies shall extend to the underside of the roof sheathing, where applicable.(5/8" type 'x' gypsum board on both sides of the stud wall.) 7. Floor assemblies separating units in a duplex shall be of one-hour fire resistive construction. Provide details of the assemblies. Section R302.3. Such assemblies shall extend to and be tight to the exterior wall, where applicable.(Clarify the floor/ceiling construction with CBC table 721.1 (3) item# or UL# or any other listing to justify the floor/ceiling is 1 hr) 8. The supporting construction of fire-rated floor assemblies shall have an equal or greater fire-rating. Section R302.3.1. 9. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-- ceilings and roof-ceilings shall be protected as required in CRC Section R302.4." 10. Walls and floors separating units in a duplex shall have a sound transmission class (STC) of not less than 50. Additionally, floors must have an impact insulation class (IIC) rating of not less than 50. CBC Section 1207. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. 11. For duplexes only: The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". 12. For duplexes only: If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour. Provide design. • EXITS, STAIRWAYS, AND RAILINGS 13. Guards (Section R312): a) Shall be installed along open-sided walking surfaces that are located more than 30" above the floor or grade below. Upper level walkway next to opening. Reference detail. b) -Shall have a height of 42" (may be 34" along the sides of stairs). City of Carlsbad pclS-12 3/10/2015 c) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". d) Shall be detailed to show capability to resist a concentrated load of 200 pounds in any direction along the top rail. Table R301.5. 14. Provide details of winding stairway complying with Section R311.7.5.2.1: (where the stairway turn the direction at living) a) b) c) Minimum tread is 6 inches at any point and minimum 1 O inches at a point 12 inches from where the treads are narrowest. Maximum rise is 7-3/4 inches. Minimum width is 36 inches. 15. Provide spiral stairway details, per Section R311.7.10.1: a) Minimum run is 7-½ inches measured at a point 12 inches from where the treads are the narrowest. b) Maximum rise is 9-½ inches. Maximum clear opening between risers is 4 inches. c) Minimum headroom is 6 feet 6 inches. d) The minimum clear width at and below the handrails shall be 26 inches. 16. The walls and soffits of the enclosed usable space under stairs shall be protected on the enclosed side with ½-inch gypsum board. Section R302.7. • ROOFING 17. Specify on the plans the following information for the skylights, per Section R106.1.1: a) Manufacturer's name and product name/number. b) ICC approval number, or equal. • GARAGE AND CARPORTS 18. The garage shall be separated from the residence and its attic area by not less than½" gypsum board applied to the garage side (at walls). Garages beneath habitable rooms shall be separated by not less than 5/8" Type X gypsum board. Section R302.6. • FOUNDATION REQUIREMENTS 19. Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4. 20. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building City of Carlsbad pclS-12 3/10/2015 Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 21. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). • FRAMING 22. Sheet 38 of the calculation shows grid line type 3E wall. Sheet S4 and S3 shows S3 wall. Please check. 23. The typical caisson is 30" diameter. The dimension on detail 1/SD5 shows 24" (typo?) • ELECTRICAL 24. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If the service is over 200 amperes, submit a single line diagram, panel schedules, and provide service load calculations. • PLUMBING 25. Show water heater size (1 st hour rating), type, and location on plans. 26. Two instantaneous water heaters are shown in the energy analysis. Please include a gas pipe sizing design (isometric or pipe layout) for all gas loads. a) The gas pipe sizing for a tank type water heater shall be based upon a minimum 199,000 Btu gas input rating. Energy Standards 150.0(n). • ENERGY CONSERVATION 27. Prior to the initial plan submittal, the energy design was required to be registered with the appropriate HERS provider data registry. Before the next plan review, please register the energy design and resubmit plans with completed forms showing the registration number. CalCERTS is the only current registry: https://www.calcerts.com City of Carlsbad pclS-12 3/10/2015 28. Include on the Title Sheet of the plans the following statement: "Compliance with the documentation requirements of the 2013 Energy Efficiency Standards is necessary for this project. Registered, signed, and dated copies of the appropriate CF1 R, CF2R, and CF3R forms shall be made available at necessary intervals for Building Inspector review. Final completed forms will be available for the building owner." 29. Residential ventilation requirements: • Kitchens require exhaust fans with a minimum 100 cfm ducted to the exterior. Detail compliance by including a complying exhaust fan or a ducted range hood to the exterior. • Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the exterior. A bathroom is defined "as a room with a bathtub, shower, or spa or some similar source of moisture". • Mechanical whole house ventilation must be provided. Identify the fan providing the whole house ventilation (complete with CFM) on the floorplans. • All fans installed to meet all of the preceding requirements must be specified at a noise rating of a maximum 1 "Sone" (for the continuous use calculation) or 3 "Sane" (for the intermittent use calculation). • MISCELLANEOUS 30. All new residential units shall include plumbing specifically designed to allow the later installation of a system which utilizes solar energy as the primary means of heating domestic potable water. No building permit shall be issued unless the plumbing required pursuant to this section is indicated in the building plans. 31. Please finish the special inspection agreement from City of Carlsbad. 32. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 33. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 City of Carlsbad pclS-12 3/10/2015 34. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at EsGil Corporation. Thank you. City of Carlsbad pclS-12 3/10/2015 I ' City of Carlsbad pclS-12 3/10/2015 «~~ ~ CITY bF CARLSBAD SPECIAL INSPECTION AGREEMENIT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carls,badca.gov In accordance with Chapter 17 of the California Building Code the folloWin'g must be completed when work being performed requires special inspection, structural observation and constru.ction material testing. Jroject/Perrriit: ___________ Project Address_· _________________ _ A. THIS-SECTION MUST BE COMPLETED BY. THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if y:ou are Owner-Builder CJ. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please print,__ _______________________________ _ (First) (M.11 (Last) Mailing Addres~·---------------------------------- Email_· _______________________ Phone_· _________ _ I am: ClPro!Jerty Owner ClProperty Owner's Agent of Record ClArchitect of Record ClEngineer of Record State of California Registration Numbe~·------------Expiration Date; _______ _ AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components·, as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code. Signatur--· ______________________ Date: ___________ _ B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor/ builder/ owner-i;)uilde_r. Contractor's Company Name-: __________________ Please check if you are Owner-Builder o Name: (Please print>--------------,------------c:---,,--------(First) (M.L) (Last) Mailing Address: _________________________________ _ Email: ________________________ Phone_· __________ _ State of California Contractor's License Number· __________ Expiration Date; _______ _ • I acknowledge aod, am aware, of special re<:juirements contained in the statemeRt of special inspections noted on the approved plans; • I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building officia I; + I will have in-~lace procedures for exercising contro·1 within our (the contractor's) organization, for the method and frequenc;y of reporting and the distribution of the reports; and + I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. • I will provide a final r.epart I Jetter In compliance-with .CBG Section 1704.1.2 prior ta requesting final inspection. Signature~· ______________________ Date: __________ _ 8-45 Page 1 of 1 Rev. 08/11 ( ( I f City of Carlsbad pc15-12 3/10/2015 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2353 Jefferson St. BUILDING OCCUPANCY: R3/U BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier living 3483 garage 803 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: 0 Complete Review D Repetitive Fee 3Repeats D Other D Hourly EsGil Fee PLAN CHECK NO.: pc15-12 DATE: 3/10/2015 Reg. VALUE ($) Mod. per city 521,065 521,065 $2,103.261 $1,367.121 D Structural Only 1------IHr. @ ' $1,177.831 Comments: review. In addition to the above fee, an additional fee of $86 is due for the CalGreen Sheet 1 of 1 macvalue.doc + «'ii) ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL DATE: 11-05-2015 PROJECT NAME: HIRSCHKOFF RESIDENCE Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECT ID: PC 15-12 PLAN CHECK NO: CB15-620/d SET#: 4 ADDRESS: 2353 JEFFERSON STREET APN: 155-180-28-00 VALUATION: $455,171 ,/ This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: CG 11/5/15 A Final Inspection by the ENGINEERING Division is required I Yes No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. ONLY ITEMS MARKED 1 X 1 NEED CORRECTION/CLARIFICATION Plan Check Comments have been sent to: JJENSEN@JOHNJENSENARCHITECT.COM You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a Puilding permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the att~.ched checklist please contact the following reviewer as marked: '. PLANNING ENGINEERING · FIRE ·PREVENTION 760-602-4610 760-602-2750 760-602-4665, Chris Sexton ./ Chris Glassen Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christogher.Glassen@carlsbadca.gov Gregory.Ryan@carlsoadca.gov Gina Ruiz Linda Ontiveros Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov Dominic Fieri 7 60-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: PAD CERT RECIEVED I/ ' <!{~ ~"\ ai>,• ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRAN SM ITT AL DATE:06-16-2015 PROJECT NAME: HIRSCHKOFF RESIDENCE PLAN CHECK NO: CB15-620/d SET#: 3 ADDRESS: 2353 JEFFERSON STREET VALUATION: $455,171 Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECT ID: PC 15-12 APN: 155-180-28-00 This plan check review is complete and has been APPROVED by the ENGINEERIN~ Division. By: A Final inspection.by the ENGINEERING Division is required ./ Yes No X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. ONLY ITEMS MARKED 1 X 1 NEED CORRECTION/CLARIFICATION Plan Check Comments have been sent to: JJENSEN@JOHNJENSENARCHITECT.COM You may a/so have corrections from one or more of the divisions listed below. Approval from these divisions may be required.prio"r to the issuance of a building permit. Resubmitted plan~ should include corrections from all divisions'. For questions·or clarifications on the atta~hed checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-902-4610 760-602-2750 760-602-4665 i~~1·1i'!S -~-,;.;,,((!Ii ,I Chris Glassen t::;r-=.,=' fi"::in ""'" t.,,.,,~ -1 - -, !:rOn(,~)2-<·3~.!z:!. 760-602-2784 'i ' ' Chris.Sexton@carlsbadca.gov Christogher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Ginct Rul;: Linda Ontiveros m.i y \,,\Jong ~· (:;0-60.:·-<!-t'.76 760-1302~2773 7 60-!30:~-£!-661 Gina.Ruiz@carlsbadca.gov linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov [l.)! ,·tii·ii: :=T::·d 7 t') l) ·l; t) :~:-;~ C• 1:: ~!« Dominic.Fieri@carlsbadca.gov Remarks: RMH CBlS-620/1 Set# a TO BE ON SIGNED APPROVED GRADING PLANS E-36 Any outstanding issues will be marked with X . Make the necessary corrections for compliance with applicable codes and standards. Submit corrected plans and/or specifications to the Building division for re-submittal to the Engineering division. Items that conform to permit requirements are marked with ,/ 1. SJTE PLAN Provide a fully dimensioned site plan drawn to scale. Show: ;_: __ J North arrow ': ::..: ' Existing & proposed structures i__ I Existing street improvements Driveway widths ' i_ i __ _ c·-J Property lines (show all dimensions) [-:J c_·_:] Easements f .-• ~ · Existing or proposed sewer lateral !_~~=--' Existing or proposed water service f_-=.-_:, Submit on signed approved plans: DWG No, DWG 486-2A 1~·:_~~: :_ Right-of-way width & adjacent streets Show on site plan: ! ' I ~ -~ l c_· J Drainage patterns :· · ·-·1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining ---street or an approved drainage-course. 'ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building", _, Existing & proposed slopes and topography : Size, location, alignment of existing 6r proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. · Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: !=] L] Site address [-~i 17 Assessor's parcel number ··-: Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use_of SF and new proposed use of SF. Exampie: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: MAP #1719 Subdivisionrrract: LAGUNA MESA Reference No(s): Page 2 of 6 REVS/01/12 NIA N/A E-36 Set# 2. DISCRETIONARY APPROVAL COMPLIANCE LX_ i i _ _! Project does not comply with the following engineering conditions of approval for project no.: CDP 14-13 ALL CONDITIONS TO BE MET. -3. DEDICATION REQUIREMENTS · : Dedication for all street rights-of-way adjacent to the building site and any storm drain or · · utility easements on the building site is required for all new buildings and for remodels with _a value at or exceeding $ 24,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $115.00. ___ : Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS , --; ! --1 All needed public improvements upon and adjacent to the building site must be constructed --·-' at time of building construction whenever the value of the construction exceeds $124,000 00, pursuant to Carlsbad Municipal Code Section 18.40.040. · Public improvements required as follows·: sidewalk, underground utilities ·: 1 • --·: Construction of the public improvements must be deferred pursuant to Carlsbad --· ·----Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 444-AA-so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. [_-::~i -~~~=! Future public improvements required as follows: Page 3 of 6 CURB, GUTTER, SIDEWALK UNDERGROUND UTILITIES REV6/30/10 ., CB15-620/1 GR 15-09 N/A E-36 Set# 3 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. :inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" [8] L=I Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. [~(I :~-=I Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. : No grading permit rec:;iuired. , Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS ;~ =~·::: ,:::_-·!RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. L _ . 1 :_ .•. J Right-of-way permit required for: Driveway Page 4,of 6 REV 6/01/12 CBlS-620/1 Set# 3 7. STORM WATER Construction Compliance Project Threat Assessment Form complete. !-l I j Enclosed Project Threat Assessment Form incomplete. FOR REFERENCE r---, f/-! Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form ONLY. SWlS-98 IN ---· ___ , and return (SW 15-96 ) PLANCHECK WITH CIVIL ENGINEER'S REVIEW SWMP 15-05 E-36 :---:; ' Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance ; ·:{_ '. · Storm Water Standards Questionnaire complete. C · ·_; Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. c:~J [--: Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.gov/business/buildinq/Documents/EnqStandsw-stds-vol4-ch2.pdf [~_-: Project needs to incorporate low impact development strategies throughout in one or more of the .following ways: i ~] Rainwater harvesting (rain barrels or cistern) 1 ·_·J Vegetated Roof 1 _ • _l Bio-retentions cell/rain garden ! ___ ._; Pervious pavement/pavers : :j Flow-through planter/vegetated or rock drip line ·~:· 1 Vegetated swales or rock infiltration swales i __ . Downspouts disconnect and discharge over landscape ·~-=1 Other: Page 5of6 REV 6/01/12 CBlS-620/1 Attachments: E-36 Set# 3 9. WATER METER REVIEW Domestic (potable) Use :-· --i r~-~~-! What size meter is required? ifYI _ _! 8. FEES -_J I ' Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be¾". Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? t_J yes [J no Permit No. Permit No. Project built after 1980 r_-_-_i yes ,--I no -L -· · Impervious surface> 50% i:lJ yes L _J no Impact unconstructed facility C :.-1 yes no Fire sprinklers required !/)es no (is addition over 150' from center line) Upgrade : yes 1no No fees required 10. Additional Comments Engineering Application Storm Water Form Page 6 of 6 Right-of-Way Application/Info. Reference Documents g REV 6/01/12 155-180-28-00 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: 06-16-2015 Date: 06-16-2015 GEO DATA: LFMZ: / B&T: Address: 2353 JEFFERSON STREET Fees Update by: Date: 06-16-2015 Fees Update by: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: SFR Sq.Ft/Units 1 Types of Use: Types of Use: Types of Use: Sq.Ft/Units Sq.Ft/Units Sq.Ft/Units ADT CALCULATIONS: List types and square footages for all uses. Types of Use: SFR Sq.Ft/Units 1 Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units Bldg. Permit#: PC 15-12 Date: EDU's: 1 EDU's: EDU's: EDU's: ADT's: 10 ADT's: ADT's: ADT's: Within CFO: i YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) · NO 1. PARK-IN-LIEU FEE: : NW QUADRANT · NE QUADRANT : ;SE QUADARANT . SW QUADRANT ADT'S/UNITS: 1 I X 2.fRAFFIC IMPACT FEE: ADT'S/UNln 10 X 3. BRIDGE & THOROUGHFARE FEE: ADT'S/UNITS: 4. FACILITIES MANAGEMENT FEE ADT' S/U NITS: 5. SEWER FEE EDU's 1 BENEFIT AREA: EDU's I X 1x 1x 6. DRAINAGE FEES: RMH ACRES: .28 7. POTABLE WATER FEES: PLDA: 1x FEE/ADT: $7,649 I =$ 7,649 IZI FEE/ADT: 310 C~i DIST. #1 FEE/ADT: ZONE: FEE/SQ.FT./UNIT: FEE/EDU: 842 FEE/EDU: I =$ 3,100 ! JDIST.#2 1=$ I=$ [Z] CJDIST.#3 D D ···- ··-···'HIGH I=$ a42 I=$ [{~MEDIUM _ iLOW [l] D [Z] FEE/AC: $12,052 1 =$ 3,314.56 UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL $9,048 1 FS1 $3,931 $317 $4,800 ' i· ~ 1.-~· ~-CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL DATE:06-02-2015 PROJECT NAME: HIRSCHKOFF RESIDENCE PLAN CHECK NO: CB15-620/d SET#: . 2 ADDRESS: 2353 JEFFERSON STREET VALUATION: $455,171 Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECT ID: PC 15-12 APN: 155-180-28-00 This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: A Final Inspection by the ENGINEERING Division is required ./ Yes No X This plan check review is NOT COMPLETE. Items missing or incorrect are listed· on the attached checklist. Please resubmit amended plans as required. ONLY ITEMS MARKED r x·, NEED CORRECTION/CLARIFICATION Plan Check Comments have been sent to: JJENSEN@JOHNJENSENARCHITECT.COM You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the atta~hed checklist please contact the following reviewer as marked: PLAN.NI NG ENGINEERING · ·FIRE PREVENTION 760-602-4610 760-602-2750 . 760-602°4665 Chris Sexton I Chris Glassen Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christogher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz Linda Ontiveros Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov lihda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: RMH CBlS-620/1 Set# ~ TO BE ON SIGNED APPROVED GRADING PLANS E-36 A.ny outstanding issues will be marked with X . Make the necessary corrections for compliance with applicable codes and standards. Submit corrected plans and/or specifications to the Building division for re-submittal to the Engineering division. Items that conform to permit requirements are marked wit,h I 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: c:·=] !--i North arrow [_J r I Existing & proposed structures r--7 L I Existing street improvements l_! [--=:] Property lines {show all dimensions) [=] [_=-_J Easements !-I I --, Right-of-way width & adjacent streets Show on site plan: C:] [ J Drainage patterns i--·· ~ c·-1 r-, , ___ I :=._ __ ~.i Driveway widths f ---J Existing or proposed sewer lateral Existing or proposed water service 1-X-· C .... -~J Submit on signed approved plans: '-----~t DWG No. DWG 486-2A , __ . j !-; Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining ----street or an approved drainage course. ,ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale -5' away from building". [_.J i=.J Existing & proposed slopes and topography C.J r··--ISize, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. c~~] L ~ :J Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: 1 -:~_-.... J Site address ;= ~-j Assessor's parcel number L-=] ! __I Legal description/lot number i--1. C I For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. ! ·-i L:=] Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: MAP #1719 Subdivision/Tract: LAGUNA MESA Reference No(s): Page 2 of 6 REV 6/01/12 NIA NIA E-36 Set# 2. DISCRETIONARY APPROVAL COMPLIANCE _.......,._ -, I -___ ._, I .X j ! __ J Project does not comply with the following engineering conditions of approval for project no.: CDP 14-13 ALL CONDITIONS TO BE MET. 3. DEDICATION REQUIREMENTS i ···---! Dedication for all street rights-of-way adjacent to the building site and any storm drain or '---· utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 24,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost$ I 15.00. ! t_ ____ i Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS · ,--i i--1 All needed public improvements upon ahd adjacent to the building site must be constructed ····----at time of building construction whenever the value of the construction exceeds $124,000 00, pursuant to Carlsbad Municipal Code Section 18.40.040. ,---! !-! Public improvements required as follows: sidewalk, underground utilities -~----~. ,-, ·-; Construction of the public improvements must be deferred pursuant to Carlsbad · · Municipal Code Section 18.40. Pleas·e submit a recent property title report or current grant deed on the property and processing fee of $ 444-Q.G-so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. l_ _ _r : ___ j Future public improvements required as follows: Page 3 of 6 CURB, GUTTER, SIDEWALK UNDERGROUND UTILITIES REV6/30/10 CB15-620/1 GR 15-09 N/A E-36 Set# 2 5. GRADING PERMIT R'EQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. : _ .. ...! i . :inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" ;)( .. ; :· · · · l Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. [X I CJ Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. ;·::·] ['-l No grading permit required. _L ___ ; 1• __ _J Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS 1-·--i 1~ RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work --~-J !.-• adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. L ----'. ! ____ ! Right-of-way permit required for: Driveway Page 4 of 6 REV 6/01/12 ,. CBlS-620/1 Set# 2 7. STORM WATER Construction Compliance 1 (_-=:, Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. FOR REFERENCE [-7 !-./ I Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form ONLY. SWlS-98 IN -and return (SW 15-96 ) PLANCHECI< WITH c1v1L ENGINEER'S ,1 X] 1 1 R . T. s w · · 1 equ1res 1er 2 torm ater Pollution Prevention Pan. Requires submittal of Tier 2 REVIEW E-36 SWPPP, payment of processing fee and review by city. Post-:Development (SUSMP) Compliance L:J Li. _I Storm Water Standards Questionnaire complete. l -·~ ! 1 . Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign ~ --the questionnaire and resubmit with next submittal. r--··· I 1·---Project is subject to Standard Storm Water Requirements. See city Standard Urban i ___ __, .... ~---,.I Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.gov/business/buildinq/Documents/EnqStandsw-stds-vol4-ch2.pdf L_J ["_=i Project needs to incorporate low impact development strategies throughout in one or more of the following ways: r-='. Rainwater harvesting (rain barrels or cistern) [7 Vegetated Roof : . J Bio-retentions cell/rain garden l-J Pervious pavement/pavers L ... J Flow-through planter/vegetated or rock drip line [] Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape i=J Other: Page 5 of 6 REV 6/01/12 CBlS-620/1 Attachments: E-36 Set# 2 9. WATER METER REVIEW Domestic (potable) Use r-·· I ,---1 What size meter is required? D !FYI I Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be. based on the size of the meter necessary to meet the water use requirements. [_J lFYD For residential units the minimum size meter shall be 5/8", except where . the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be¾". 8. FEES .•. I 1 __ .1 l. ·.;· : L---' ! I 1---1 Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? L-:-; yes [ l no Permit No. Permit No. Project built after 1980 CJ yes :_ , no Impervious surface > 50% Cl} yes f_::J no Impact uncohstructed facility O yes L] no Fire sprinklers required l{Jyes 1-·1 no (is addition over 150' from center line) Upgrade [] yes CJ no No fees required 10. Additional Comments Engineering Application · Storm Water Form Page 6 of 6 Right-of-Way Application/Info. Reference Documents ~ REV 6/01/12 ,· ---------------7 155-180-28-00 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: 06-02-2015 Date: 06-02-2015 GEO DAT A: LFMZ: / B& T: Address: 2353 JEFFERSON STREET Fees Update by: Date: 06-02-2015 Fees Update by: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: SFR Sq.Ft./Units 1 Types of Use: Types of Use: Sq.Ft/Units Sq.Ft/Units Types of Use: sq:Ft.1Units ADT CALCULATIONS: List types and square footages for all uses. Types of Use: SFR Sq.Ft/Units 1 Types of Use: "types of Use: Types of Use: FEES REQUIRED: Sq.Ft/Units Sq.Ft/Units Sq.Ft.JU nits Bldg. Permit#: PC 15-12 Date: EDU's: 1 EDU's: EDU's: EDU's: ADT's: 10 ADT's: ADT's: ADT's: Within CFO: [JYES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) i·-1 NO 1. PARK-IN-LIEU FEE: ;=:~NW QUADRANT ONE QUADRANT LISE QUADARANT OSW QUADRANT ADT'S/UNITS: 1 I X FEE/ADT: $7,649 I =$ 7,649 [Z] 2.TRAFFIC IMPACT FEE: , ADT'S/UNln 10 X FEE/ADT: 310 I 3. BRIDGE & THOROUGHFARE FEE: [J DIST. #1 ADT'S/UNITS: f FEE/ADT: 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: 5. SEWER FEE EDU's 1 BENEFIT AREA: EDU's X FEE/SQ.FT./UNIT: I X FEE/EDU: 842 1x FEE/EDU: I =$ 3,100 [Z] []DIST.#2 CJDIST.#3 1=$ D I=$ D I=$ a42 [Z] I=$ D 6. DRAINAGE FEES: RMH ACRES: .28 7. POTABLE WATER FEES: PLDA: OHIGH [ZjMEDIUM []LOW 1x FEE/AC: $12.052 1 =$ 3,314.ss . [Z] UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL 1 FS1 $3,931 $317 $4,800 $9,048 .. ~ «--~---~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE:02-27-2015 PROJECT NAME: HIRSCHKOFFRESIOENCE PROJECT ID: PC 15-12 APN: 155-180-28-00 PLAN CHECK NO: 1 SET#: ADDRESS: 2353 JEFFERSON STREET VALUATION: $455,171 This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: A Final Inspection by the Division is required Yes No X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. ONLY ITEMS MARKED 1 X 1 NEED CORRECTION/CLARIFICATION Plan Check Comments have been sent to: JJENSEN@JOHNJENSENARCHITECT.COM You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 Chris Sexton ~ Chris Glassen Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christogher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz Linda Ontiveros Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: •· .. 1 Set# . .,.,,,,._ :~·-'·" Any outstanding issues will be marked with X . Make the necessary corrections for compliance with applicable codes and standards. Submit corrected plans and/or specifications to the Building division for re-submittal to the Engineering division. ~, . ' TO BE ON SIGNED APPROVED GRADING PLANS E-36 Items that conform to permit requirements are marked with I 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. I I 1 • ...,.__....,._f ;----·: \--·-J C_J Cl [7 I:=] Show: L~J North arrow l __ _j Existing & proposed structures LJ Existing street improvements Cl Pr~perty lines (show all dimensions) 0Easements I I Right-of-way width & adjacent streets -----! LJ [_] LI [Kl r-=1 Driveway widths L __ J Existing or proposed sewer lateral I I Existing or proposed water service r I Submit on signed approved plans: DWG No. DWG 486-2A Show on site plan: c:··7 L ---, Drainage patterns ' f:'. ; Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ,-· ·-,ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". • -1 Existing & proposed slopes and topography L-1 Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. · ,-· 1 .... J f -l Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: C_--J [ ~J Site address ,--1 --L___ I _ _J Assessor's parcel number [~:J Legal description/lot number '.-7 For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. ,---, Show all existing use of SF and new proposed use of SF. --Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: Subdivisionrrract: Reference No(s): Page 2 of 6 REV 6/01/12 • N/A N/A E-36 Set# 2. DISCRETIONARY APPROVAL COMPLIANCE L~ l=:i Project does not comply with the following engineering conditions of approval for project no.: CDP 14-13 ALL CONDITIONS TO BE MET. 3. DEDICATION REQUIREMENTS -: r ·-J Dedication for all street rights-of-way adjacent to the building site and any storm drain or ----utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 24,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $115.00. I~ -] [~I Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS r-----l j"-·, All needed public improvements upon and adjacent to the building site must be constructed ----------· at time of building construction whenever the value of the construction exceeds $124,000 00, pursuant to Carlsbad Municipal Code Section 18.40.040. [--1 !-J Public improvements required as follows: sidewalk, underground utilities : --! Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of. $ 444-00-so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Processing fee $157.00. 1_: __ =J Future public improvements required as follows: Page 3 of 6 CURB, GUTTER, SIDEWALK UNDERGROUND UTILITIES REV6/30/10 1 N/A E-36 Set# 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. :--·-. ;-]Inadequate information available on site plan to make a determination on grading ' -+ -.. , -,.. --~-~,,.. requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" !""X--1 '. --··] Grading Permit required. NOTE: The grading permit must be issued and rouah arading approval obtained prior to issuance of a building permit. ! . ~_i t.__J Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. i__! l_l No grading permit required. i ____ ' f . _1 Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS 17 1--1 RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work --~ · adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. L ! L ! Right-of-way permit required for: Driveway Page 4 of 6 REV 6/01/12 • 1 Set# 7. STORM WATER SWlS-98 IN PLANCHECK WITH Construction Compliance ,----1 f--·-, ProJ·ect Threat Assessment Form complete. !_] i~-7 L j Enclosed Project Threat Assessment Form incomplete. c:::-.J [:.-::.-:J Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW 14-) CIVIL ENGINEER'S ---i)~.J L __ _I Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 REVIEW E-36 SWPPP, payment of processing fee and review by city. 'Post-Development (SUSMP) Compliance i----~ -: _:: Storm Water Standards Questionnaire complete. ' Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. · l i_-_=_~1 Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.gov/business/buildinq/Documents/EnqStandsw-stds-vol4-ch2.pdf [ I l J Project needs to incorporate low impact development strategies throughout in one or more of the following ways: O Rainwater harvesting (rain barrels or cistern) D Vegetated Roof CJ Bio-retentions cell/rain garden i~ __ :; Pervious pavement/pavers · Flow-through planter/vegetated or rock drip line ;·_ -~: Vegetated swales or rock infiltration swales :· ··J Downspouts disconnect and discharge over landscape -· : Other: Page 5 of 6 REV 6/01/12 1 Set# 9. WATER METER REVIEW PLEASE PROVIDE EXISTING WATER METER NUMBER Domestic (potable) Use [~] f=~=; What size meter is required? c----1 ri=v}] Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. .... :J (fYfJ For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be¾". 8. FEES i----, I../] [_J L.J '·--_j -~ ..... --, l I ' ' ,_ -------· Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? [] yes C-1 no Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility --, ____ , yes CJyes [Jyes 'nO :no no Fire sprinklers required Upgrade No fees required I_] yes c·_J no (is addition over 150' from center line) .-·--·1 :_ Jno 10. Additional Comments Attachments: Engineering Application Storm Water Form Right-of-Way Application/Info. Reference Documents D E-36 Page 6 of 6 REV 6/01/12 _I( • {<Mf-t A , .. ---------~ 155-180-28-00 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: 02-27-2015 Date: 02-27-2015 GEO DATA: LFMZ: / B&T: Address: 2353 Jl:FFERSON STREET Fees Update by: Date: 02-27-2015 Fees Update by: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: SFR Sq.Ft./Units 1 Types of Use: Sq.Ft./Units Types of Use: Types of Use: Sq.Ft./Units Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. Types of Use: SFR Sq.Ft./Units 1 Types of Use: . Sq.Ft./Units Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq.Ft./Units Bldg. Permit#: PC 15-12 Date: EDU's: 1 EDU's: EDU's: EDU's: ADT's: 10 ADT's: ADT's: ADT's: Within CFO: [}YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) 1.1':.' NO 1. PARK-IN-LIEU FEE:L'(iNW QUADRANT Ci NE QUADRANT []SE QUADARANT LJSW QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 7 1 r.,4 ~ B 2.TRAFFIC IMPACT FEE: ADT'S/UNln 10 X FEE/ADT: 310 I 3. BRIDGE & THOROUGHFARE FEE: 0 DIST. #1 ADT'S/UNITS: ~ FEE/ADT: 4. FACILITIES MANAGEMENT FEE ADT'S/UNITS: 5. SEWf:R FEE EDU's 1 BENEFIT AREA: EDU's ZONE: X FEE/SQ.FT./UNIT: I X FEE/EDU: 842 1x FEE/EDU: I =$ 3,100 !-JDIST.#2 1=$ I=$ I=$ a42 I=$ - [Z] C:DIST.#3 D D [l] 6. DRAINAGE FEES: PLDA: [__!HIGH Ll]MEDIUM \ ___ _!LOW D ~ ACRES: . .l.' 1x FEE/AC: \ ').' \) t;).. I =$ 1, ~ 1,._,. i; 1o 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL I r-s.1 -S, ~ 1 '· QO 1/7 L!,ioo q 048 I .~8 IV\ -~~ y.. 1~1 0S~ :-'JJ,'-1.s~ CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE RECEIVED CITY OP CARLSBAD TRANSPORTATION DEPARTMENT CM&I OIVISION PROJECT INSPECTOR: ~ J,,~ DATE: f f-4-/5, PROJECT ID C ge \'-\:-, 3 / \\, (Sc\,,Qc-\J\ ~ .,;, ~ "-"- LOTS REQUESTED FOR RELEASE ~ ~ "S le_ F~ 6 \1 {+o M {,.. N/A = NOT APPLICABLE ,/ = COMPLETE . 0 = INCOMPLETE OR UNACCEPTABLE 2nd. 1. Site access to requested lots adequate and logically grouped. 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter from Owner/Dev. requesting partial release of specific lots, pads or bldg. 5. 8 ½" X 11" site plan (attachment) showing requested lots submitted. . . 6. Compaction report from soils engineer submitted. (If soils report has been submitted with a previous partial release, a letter from soils engineer referencing the soils report and identifying specific lots for release lots shall accompany subsequent partial releases). 7. EOW certification of work done with finish pad elevations of specific lots to be released. Letter must state lot (s) is graded to within a tenth ( .1) of the approved grading plan. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. 9. Fully functional fire hydrants within 500 feet of building combustibles and an all weather roads access to site is required. Partial release of grading for the above· stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. p P~rtial release of the site is denied for the following reasons: Date ENGINEERING DESIGN GROUP u,Jl!,H:;~',IJ, w;_ 51Rt•iTUR,l & sfi(hllECr•ii,,t f.U'Y,oll~·,1, ,!)Ji P.Es:or1irr1, & co:.1iit~,~L rn:1sw~mJJ1 ...... -__ ., ---·------------2121 Montiel Road, San Marcos, California 92069 • (760) 839-7302 • Fax: (760) 480-7477 • www.designgroupca.com FOOTING OBSERVATION SUMMARY Date: Project Name: Hirschkoff Residence Address: Footing Location: Jefferson St, APN 155-180-28, Carlsbad, California Caissons Reference: "Limited Geotechnical Investigation and Evaluation, New Hirschkoff Residence to be ldcated at Jefferson Street {APN 155-180-28), Carlsbad, California" Prepared by Engineering Design Group Dated June 19, 2015. Observation of Summary: AB AB AB Initials Initials Initials A representative of E.D.G. observed on-site soil conditions. Soil conditions for the proposed caissons are substantially in conformance with the referenced soils report. A representative of E.D.G. observed and measured caisson excavation depth/width. Caisson excavations extend to proper depth and competent bearing strata, and are acceptable for new foundations. A representative of E.D.G. measured footing setback from slope face. The setback was in generally found to be acceptable per the recommendations of the soils report. Notes to Superintendent/Foreman 1. Caisson excavations shall be checked for sloughage and cleaned of loose debris as necessary and thoroughly moistened just prior to placing concrete. 2. In the event of a site change subsequent to our footing/caisson observation and prior to concrete placement (i.e., heavy rain, etc.), we should be contacted to perform additional site observations. 11-5-15 Date ,'f ) «~ ~ CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applyi~g lo the City of Carlsbad for the following type(s) of construction permit: 'fst Building Permit D Right-of-Way Permit D My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge 0 My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. T. Low Threat Assessment Criteria My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or · • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 -Moderate Threat Assessment Criteria 0 My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 -Significant Threat Assessment Criteria 0 My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or 0 My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, D My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. Project Address: Assessor Parcel No. 'The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. B-24 Owner/Owner's Authorized Agent Name: 1..-1:1-1s Page 1 of 1 Title: ~vHITtvl Date: Project ID: (.1:) tS--(:,:l.O Rev.03/09 ,, I . Construction SWPPPTier Level Tier3 Tier2 Tier 1 empt CONSTRUCTION THREAT ASSESSMENT WORKSHEl;T FOR DETERMIN:ATION. OF -p:ROJECT'S PERCEIVED THREAT TO STORM·WATER QUALITY E-33 D.evelopment Servi:ces Land Development Engineering 1635 Faraday Avenul:! '760-602-2750 www.carlsbadca.gov Perceived Consttucti'on Threat Assessment Criteria* Threat to Storm Water Qualitv Tiei"3 -·High Construction Threat Asse~sment Criteria Project s,ite is 50 acres or more and, grading will occu,t during the J'ainy·season D D Proj~ct site is 1 acre, or more in size and is located within the Buena Vista or Agua Hedionda Lagoon watershed,. inside or within ~00 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High D· Sc;,il. at site is moderately to highly· erosive (defined as having a predominance of soils with D USDA-NRCS Erosion.factors kt weater than or 13qual to 0;4) Site slope· is 5. to ·1 or steeper 0 Cqnstruction is, initic1ted during the rainy season or will extend into the rainy season (Oct. 1 D through.April 30). -Owner/c;ontractor. received a Storm Water _Notice of, Violation within.past two years Tier 3 -·Medium Construction Threat Assessment Criteria . Medium 0 _· All projects not meetfn.g Ti.er ·3 High Construction_ Threat Assessment Criteria : Tier 2 High Construction-Threat Assessment Criteria D Project is locc1ted within the Bu,erta:Vista or Agua ·Hedionda.'Lagoon watershed, inside or withih 200 feet ofan environmentally-sensitive-area (ESA) or discharges directly to an ESA tl Soil at site 'is moderately to highly erosive. (defined as having a predominance of soils with USDA-NRCS Erosion factors kt greater·than or equal to 0.4) .High D Site slope is 5 to 1 or steeper Q Construction is initiated during the rc1iny season or will extend· into the rainy season (Oct. 1 through April 3Q). D Owner/contractor received a.StormWaterNotipe of Vioiation within past two years ,0 Site Jesuits in one half acre-or more of.soil' disturbance · Tier 2 -Medium Construction Threat Assessment Criteria -. D All projects not meeting Ti~r 2 High 'Co~structi9n Threat Assessment Criteria Medium . . -. ' . ,, . ' ' . Tier 1 .,_ Medium lnsgection Threat Assessment Criteria d Project is loqated. within the. Buena Vista· or Agua, Redionda Lagoon watershed, within or directly adjacent to an ,environmentally ,sensitive ~rea (ESA) qr discharges directly to an ESA D Soil at site is ,moderately to ·highiy erosive (defined. as ·having a predominance of soils with USDA-NRCS Er'9sion factC>rs ,kt greater than or equ~I to 0.4) :Medium ,[] Site slope is 5 t9 1 or steeper D Construqtion is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). D Owner/contractor recl;)ived a Storm Water Notice of-Violation within past two years .. o Site results in one half,acre or more ofsoil disturbance -, a ~ • - Tier 1 -Low lnsi;1ection Threat Assessment Criteria , Low D . _All projects not meeting',TjerJ M~dium Construction Threat Assessment Criteria ·, .. · -Not Appli9al;>le -· Exempt , ' " *The city engineer may authorize minc;ir vari;ances f~orn the· construction threat assessment.criteria in special circumstances where it qan 1be shown thata:lesser-or higher amount qf:st9rm water compliance inspection is warranted in the qpinion of the-citY engineer · · , . E-33 Page 1. of.1 REV 4/30/10 ,. «,11} ~ CITY OF CARLSB STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 STORM WATER COMPLIANCE CERTIFICATE ./ My project is not in a category of permit types exempt from the Construction SWPPP requirements ./ My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). ./ My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) ./ My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO' CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. DATE STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES E-29 Page 1 of 3 (\ '~ Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov PROJECT INFORMATION Site Address: . t,,? 5 3 Jv/1;<:::l'J")IU Assessor's Parcel Number: ______ _ Project ID: f C/S.--/?- Construction Permit No.: ... Slt}/s-1 €=> Estimated Construction Start Date ____ _ Project Duration ____ Months Emergency Contact: Name: 00\-f \\\ ~tc,f~ 24 hour Phone: (~l qj ('.b<q-t-S04~ Perceived Threat to Storm Water Quality ~ium D Low If medium b9x is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By: (_ C:r- Date: ')_-). 1-I'$ REV 4/30/10 ..) I •,;,· ~,l~ [.: ') «~ ~ CITY OF STORM· WATER STANDARDS . QUESTION.NAIRE E-34· Development se,rvices Land Development Engineering 1635 Faraday Avenue 760-602·<?750 www.carlsbadca.gov CAR·LSBAD · Complete the questions below regarding your redevelopment project: _ Does the redevelopment project result in the creation or replacement 9f impervious· surface in an amount of less than 50% of the surface area of the previously existing development?_. --~ If you answered "yes," the structural BMP's required for Priority.Deve!opment p·rojects. apply only to the creation or replacemel")t . impervious surface and not the entire development. Go to step ·4, ch~ck the "my project meets PDP requirements" box and complete applicantinformatio_n. · · If you answered "no," the structural BMP's required for Priority .Development Projects apply to the·enjire development ~o to step 4, check the "mY project meets PDP requirements" box and complete applicant information. My project meets PRIORITY DEVELOPMENT PRO.IECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and I understand I must prepare a Storin·Water Manag~ment Plari for submittal at time otapplication. I understand flow control (hydromodification) req1Jirements,may apply to my•project Refer to .StJSMP for details. . · My .project does not meet PDP requirements ·ano must only comply with STAN.DARO STORMWATER REQUIREMENTS per the SUSMP. As part of these requirements, I will incorporate lowimpactdevelopmentstrategie~ throughout my project. Applicant Information and Signature Box &r-. Accessor's .Parcel Number(s): · Anplicant Tit~ . ABt1:1111~ Dte;,21,-/C This Box for City Use Qnly City Concurrence: I YES I NO I .K I . . :By: CG- Date: . J-_-)., 7-IS Projecf ID: C/3. i 5 ._ fu)_t) * Environmemtally Sensitive Areas include but are not limited·to. ail ·Cl~an Water Acf Section-303( c:!) impaired water bodies; areas designated as Areas of Special Biological Significar\ce•tiy the State Water Resources Control Boi;:ird· (Water Quality Control Plan. for the Sah Diego, Basin (1994) and amendments)r water bodies designated·with the RARE beneficial-use, by the State Water Resourcei; Control -Board· (Water Quality Control Plan for·the San Diego',.Basin (1994) and amendments); areas designated as preserves .or their quivalent unoer the Multi Species Conservation Program within the Cities and Go.unty of s.an Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. E-34 Page 3 of 3 Effeciive ·6/27/13 ,.. ~' Erosion Control Tracking Non-Storm Water Waste Management and Materials BMPs Sediment Control BMPs Control Management BMPs Pollution Control BMPs BMPs c:: c:: c:: c c 0 0 0 "CJ ti ti 0, ~ Q) "CJ Q) c:: c:: E c:: E "CJ "* 0 c:: 0, <ti c:: <ti .E 2 ~ '6 'E a. Q) <ti 2 (/) E 0, ffi ID u, c:: ·5 ~ 0, (/) 2 2 "CJ Q) (/) (/) <ti c:: 0, c::-a. Q) c:: c c:: C: c'5 ~ C" Q) 0 ~ Best Management Practice c:: ro ~ ·c. ·c: c:: "' w .::: c:: ! ~ oil :c (/) ~ O'.l ro -0 Q) 0 Q) 2 Q) <ti ~ (BMP) Description ~ c:: I-E Q) 0, c:: (.) .... (.) (/) <ti "CJ ID (/) 2 2 (/) u gj Cl) .!!l 0, ~-S co ·ro c:: -g ~ c:: ~ ~ s c:: ~ (/) Q) :5 -~ Q) c <ti <ti "CJ >, 0 ::, (/) ::, ~ Q) u 0 0 O'.l 0, .... 0 Q) <ti 0 (/) ro <ti C Q) ~) ~ 0 Q) ~ 2 0 0, 0 c:: Q) 0:: Cl) E <ti O:;=: N "' (.) Q) Q) .!!1.S IJ m ·c. "E ~ ro Q) E ~ ID ID ::i .0 E2 = en ~:1: ffi~ 0, :c; ·c: i .l!l "CJ .c c:: Q) u.. u ffi > "CJ :a ~ ·-"CJ c:: u c:: * ~ "CJ <ti u 0 0 -i::: ·-a. '6 Q) Q) 13 c:: .0 <ti ·:,; .l9 ·-<ti u N c:: ~ ro ~ 0 -.0 ~ .s e <ti 0, .l9 0 ~~ .c Q) .8 o, Q) Q) .c ~~ <ti <ti 0 ~u <ti 0 (!) WO 1i5 u5 Cl) (.) u:: (9 CJ) Cl) a.. ci5 .E CJ) 0:: a. a. 2 CJ) CJ) • J:. (.) . CASQA Designation ~ I'-co 0) ..... ..... '? J; It) "? .... co 0 ..... ~ ..... C") .... co ..... ~ '? "'l" It) "? co CJ CJ CJ ..... w w w ..... er. ch ch ch ~ ~ ~ CJ w w w w CJ) 2 2 2 2 w w w CJ) CJ) Cl) CJ) CJ) CJ) CJ) I-I-z z z z s s s s s s s / Construction Activity w CJ) V /Gradin!l/Soil Disturbance ' I I 'V VTrenchin!l/Excavation ...., Stockoilina 1 I Drillina/Borina Concrete/Asphalt Saw l /Cuttino V ~oncrete flatwork I I 'V Pavin!l ~ I V , ConduiUPipe Installation v' --Stucco/Mortar Work I V /Waste Disoosal I V Sta!lin!l/Lav Down Area I t Equipment Maintenance \ -and Fuelino Hazardous Substance Use/Storaoe Dewaterin!l Site Access Across Dirt Other (list): Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example -If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column. To learn more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. E-29 ~ "" Page 2 of 3 REV 4/30/10 '-' ,, • STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2) at www.carlsbadca.gov/standards. Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject to additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction permits for the project. Please start by completing Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. ' A';..,, ":' .,.l" To determine if your project is a priority development project, please answer the following questions: ' 1. Is your project LIMITED TO constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria: ( 1) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non-erodible permeable areas; OR (2) designed and constructed to be hydraulically disconnected from paved streets or roads; OR (3) designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets Quidance? 2. Is your project LIMITED TO retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in accordance with the USEPA Green Streets guidance? '' YES '_-» "::'A < NO .. I If you answered "yes" to one or more of the above questions, then your project is NOT a priority development project and there ore is NOT subject to the storm water criteria required for priority development projects. Go to step 4, mark the last box stating "my project does not meet PDP requirements" and complete applicant information. If you answered "no" to both questions, then go to Step 2. E-34 Page 1 of3 Effective 6/27/13 l t: -------------------------------------------.. 1 4- ~<~ ~ ¥ CITY OF CARLSBAD STORM WATER STANDARDS QUESTI.ONNAIRE E-34 Development Services Land Development Engineering- 1635 Faraday Avenue 760-602-2750 www.carlsbadca.g9v To determine if your project is a priority development project, please answer the following questions: r: · Is your project a new developm_ent that creates 1 b,000 square feet or more of impervious surfaces collectively over the entire project site? Th1s 1n9/udes commercial, inc/ustrial, residential, mixed-use, and public ·develo ment ro ·ects on ublic or rivate land. , 2. Is your projectcreating oneplacirig .5,ooo· square .feet or more of impervious surface collectively over the entire .project site on an existing site of 10;000 sqljare .feet or more of impervious surface? This inc/uqes commercial, industrial, residential, mixed-use, and ub/ic de.veto ment ro ·ects on ublic or rivate land. 3. ·!s your project a new or redevelopment project ,that cregtes .5;000 sq1,1are feet _or mqre of impervious surface collectively over. the entire project site S\nd supports a restaurant? A restaurant is a facility that -sells prepared foods and drinks for consumption, inc(uc/ing stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate cons um tion. 4. Is your project a new or redevelopment-project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and' supports a hillside development project? A hillside development project includes development on any natural slope thatis twenty-five percent or greater. - 5. Is your project a new or· redevelopment' project that creates 5;000 _sql._lare feet or more of impervious surface collectively over the entire project site and ·supports a parking lot. A parking-lotis a land area or facility for the Jem orary-arking or storage-of motor-vehicles-used ersonallyfor b'usiness orfor commerce. 6, Is your project a new or redevelopment project that creates 5,000 sq1,1are feet or more qf impervious surface collectively over the entire project slte and supports a street, road, highway freeway or driveway? A street, road, highway; freeway or driveway is any paved impervious surface used for the transportation of automobiles, -trucks, motorc cles, and.other vehicles. 7. Is _your project a new or redevelopment project th9t creates· or replaces 2,5.00 square feet or more of impervious surface .collectively over the entire site, and discharges directly to ah Environmentally Sensitive Area -(!=SA)? "Discharging Directly to" includes flow that is conveyed overiand a distance of 200 feet or less from the project to the ESA, -or conveyed in a pipe or open channel ahy distance as an isoiated flow from the rci"ect to the ESA 1.e. not commin /es with flows from ad'acent /'ands :* 8. -Is your project a new develo"pmeht th~t supports an· automotiYe repair shop'? · An automotive repair shop is a facility that is cat~gorized. in any one of the following Standard Industrial Classification (SIC) codes: 5013, _. 5014, 5541, 7532-7534, or 7536a7539. 9. Is your-project a new i;levelopment that-supports a -retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: {a) 5,000 square feet or more -or (b) a project Average Daily Traffic (ADT) of 100' or-more vehicles er da . 10. ls your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? 11. ls your project locpted within. 200 feet cif th~ Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface o.r (2) increases impervious surface onthe property by mqre thari.10%'? If you answered '-'yes1' to one or more of the above questions, you. ARE a priority development project and are ther~fore subject to implementing structu_ral Best .Management Practices (BM P's) in addition to implementing Standard Storm Water Requirements such as source control and low impact development 1;3MP's. A Storm Water -Management Plan (SWMP) must be submitted with yoLJr . application(s) for development. Go to step _3 for redevelopment projects. For new projects, go to step 4 at the end of this questionnaire; c1Jec1t the "my project meets PDP requirements" ~ox and-complete applicant information. If you answered "no" to all of the above questions, you ARE NOT a priority development project and are therefore subject to implementing only Standard Storm Water Requirements such as source control and low impact development BMP's required for all development projects. A StbrlTi Water Management Plan-(SWMP) is not required with your application(s) for development. Go to l?tep 4 at the end of this questionnaire, che.ck: the "my prqject does not meet PDP requirements" box and complete applicant · information. E-34 Page 2of3 Effective 6/27/.13 ~,----', ;. ~ «?~ ~ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue {760) 602-4610 www.carlsbadca.2ov DATE: 7/8/2015 PROJECT NAME: Hirschkoff Residence PROJECT ID: CDP 14-13/CDP 14-14 PLAN CHECK NO: PC 15-12SET#: 3 ADDRESS: 2353/2355 Jefferson Str. APN: 155-180-28 [XI This plan check review is complete and has been APPROVED by the Planning Division. By: Austin Silva A Final Inspection by the Planning Division is required 1ZJ Yes D No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from· all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: jjensen@jojnjensenarchitect.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: ... .PLANN·ING :i:;NG'INEERING ' FIRE PREVENTI.ON 7E?0-602-275d 760•602-4665 ',, 760-602-4610 '• . ,, .. D Chris Sexton D Chris Glassen D Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christogher.Glassen@carlsbadca.gov . Gregory.Ryan@carlsbadca.gov D Gina Ruiz D ValRay Marshall D Cindy Wong 760-602-4675 760-602-27 41 760-602-4662 Gina.Ruiz@carlsbadca.gov ValRay.Marshall@carlsbadca.gov Cynthia.Wong@carlsbadca.gov ~ Austin Silva D Linda Ontiveros D Dominic Fieri 760-602-4631 760-602-2773 760-602-4664 Austin.silva@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: REVIEW#: 1 2 3 l23J D D l23J D D rgJ D D l23J D D l23J D D Plan Check No. CB150620/150621 Address 2353/2355 Jefferson St. Date 3/17/2015 Review#1 Planner Austin Silva Phone (760) 602-4631 APN: 155-180-28 Type of Project & Use: Residential Net Project Density:5.26 DU/AC Zoning: R-3 General Plan: RMH Facilities Management Zone: 1 CFO (in/out) #_Date of participation: __ Remaining net dev acres: __ (For non-residential development: Type of land use created by this permit: __ ) Legend: [g] Item Complete Environmental Review Required: DATE OF COMPLETION: D Item Incomplete -Needs your action YES [z3J N_9 0 TYPE MND Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: ~ Discretionary Action Required: YES [gj NO O TYPE CDP APPROVAL/RESO. NO. 7082 DATE 1/21/15 PROJECT NO. CDP 14-13/CDP 14-14 OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: 7, 12, 14, 16 Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES ~ NO 0 CA Coastal Commission Authority? YES D NO ~ If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Required Habitat Management Plan Data Entry Completed? YES [z3J NO 0 If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES [z3J NO D (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES [z3J NO 0 (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) [z3J D D Housing Tracking Form (form P-20) completed: YES D NO [g] N/A D P-28 Page 2 of 3 0711 1 ·---. ..'::t Site Plan: ~DD ~DD DOD ~DD ODD ~DD ~DD ~DD ODD Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES O NO ~ 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required f.Q__ Shown 20 Required _5 _ Shown § Required __ Shown __ Required~ Shown 48.5 Required __ Shown __ 2. Accessory structure setbacks: Front: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: · Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required 60% Shown 27% 4. Height: Required Q[__ Shown 37.5' 5. Parking: Spaces Required _2 _ Shown g (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required 1 Shown 1 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER Yes DATE 7/8/2015 P-28 Page 3 of 3 07/11 «~w ~ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www .crirlsbridc,umv DATE: 6/18/2015 PROJECT NAME: Hirschkoff Residence PROJECT ID: CDP 14-13/CDP 14-14 PLAN CHECK NO: PC 15-12SET#: 3 ADDRESS: 2353/2355 Jefferson Str. APN: 155-180-28 D This plan check review is complete and has been APPROVED by the Division. By: A Final Inspection by the Division is required D Yes D No You may also have corrections from one or more of the divisions listed below. Approval froin these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. cg] This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: jjensen@jojnjensenarchitect.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: D D ~ ,, ' '' ' ' .,·.· : PL~NNING ., · ENGINEERING .. FIRE PREVENTIOJ" ·' . · 760-602-4610 760-1;,02~2750 ·160~602-4665, ' ' . .. ' "' -'. •, : Chris Sexton D Chris Glassen D Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Ch ris.Sexton@carlsbadca.gov Christogher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz D ValRay Marshall D Cindy Wong 760-602-4675 760-602-27 41 760-602-4662 Gina.Ruiz@carlsbadca.gov Va1Ray.Marsha1l@carlsbadca.gov Cynthia.Wong@carlsbadca.gov Austin Silva D Linda Ontiveros D Dominic Fieri 760-602-4631 760-602-2773 760-602-4664 Austin.silva@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: Applicant needs to satisfy condition nos. 7 & 14 of PC Reso # 7082 " -(. REVIEW#: 1 2 3 [g'.]00 tZJ D D tZJ D D Plan Cheqk No. CB150620/150621 Address 2353/2355 Jefferson St. Date 3/17/2015 Review#1 Planner Austin Silva Phone (760) 602-4631 APN: 155-180-28 Type o'. Project & Use: Residential Net Project Density:5.26 DU/AC Zoning: R-3 General Plan: RMH Facilities Management Zone: 1 CFD (in/out) #_Date of participation: __ Remaining net dev acres: __ (For non-residential development: Type of land use created by this permit: __ ) Legend: [ZJ Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES [g] NO D TYPE MND DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action.· Conditions of Approval: ~ Discretionary Action Required: YES [g] NO O TYPE CDP APPROVAL/RESO. NO. 7082 DATE 1/21/15 PROJECT NO. CDP 14-13/CDP 14-14 OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: 7, 12, 14, 16 Coastal Zone Asses.sment/Compliance Project site located in Coastal Zone? YES 0 NO 0 CA Coastal Commission Authority? YES O NO 0 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Required Habitat Management Plan Data Entry Completed? YES [g] NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES [ZJ NO D (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES [g] NO 0 (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) [g] D D Housing Tracking Form (form P-20) completed: YES D NO [ZJ N/A D P-28 Page 2 of 3 07111 ~ • , t Site Plan: ~DD ~DD ODD ~DD ODD ~DD ~DD ~DD ODD Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES O NO ~ 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required ~ Shown 20 Required _5 _ Shown § Required __ · Shown __ Required 1Q__ Shown 48.5 Required __ Shown __ , 2. Accessory structure setbacks: Front: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required 60% Shown 27% 4. Height: Required~ Shown 37.5' 5. Parking: Spaces Required _2 _ Shown i (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required 1 Shown 1 Additional Comments Applicant needs to satisfy condition nos. 7 & 14, of PC Reso # 7082 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER No DATE 6/18/2015 P-28 Page 3 of 3 07/11 > • , ., Hirschkoff Residence Jefferson Street Carlsbad, CA 92008 Structural Calculations -14169 Qualls Engineering Structural Engineering Services RECEIVED JUN 10 2015 CITY OF CARLSBAD BUILDING DIVISION John P. Jensen Architect 130 South Cedros #220 Solana Beach, CA 9207 5 Phone: (858) 7 56-2526 Fax: (858) 7 56-0210 Qualls Engineering Structural Engineering Services Correction 22: Project H-u2sc:rr/:,oFP Engineer. Brian Qualls Correction Responses Sheet 1/S(b Joh#: / t.( f G 0l Date: ~/¥/14$" See revised 3E wall on gridline I.5 and see revised griclline I location to reference 5'9" and 4'0' wall along griclline I in structural calculations. For griclline A,B on the basement level please see structural calculations and drawings referencing 1-SSW24x9 and 2-SSW18x8. Qualls Engineering Structural Engineering Services GOVERNING CODE: CONCRETE: REINFORCING STEEL: STRUCTURAL STEEL: MASONRY: SAWN LUMBER: PARALLAMS/TJI/LVL Project: f};r~~/4):f,F Engineer. ,)a DESIGN BASIS 2013CBC £' c = 2500 PSI (MINIMUJ.\1) AS1MA615, Fy = 60 KS! AS'IM A992, Fy = 50 ksi ("W" SHAPES ONLY) Sheet: __ JA..;;.~--- Job #: ...... ll{_...,l...,....btlf---,,_ -,/! ·-Date: AS'IM A36, Fy = 36 ksi (S1RUCTURAL PLATES, .ANGLES, CHANNELS) AS'IM ASOO, GR B, Fy = 46 ksi (STRUCTURAL HSS TUBES) f'm = 1500 PSI (MINIMUJ.\1) DOUG FIR LARCH, .ALLOWABLE UNIT S'IRESSES PER 2013 CBC. WEYERHAEUSER-ICC ESR 1387 (L VL/PSL/LSL l\ffiMBERS) ·PROJECT SCOPE Project consists of a proposed approximate 4500 square foot three story single family residence with a rooftop deck and attached garage located at Jefferson Street Carlsbad, CA 92008. The proposed residence is primarily constructed utilizing wood frame construction with stick framed flat roof and grade beam with caisson footings. There has been a soils report provided for this project by Limited Geotechnical Investigation and Evaluation on June 14, 2013 using the ASBP of 2000 psf at 18 inches below finished grade. Qualls Engineering Structural Engineering Services Design Loads: Pitched Roof: Walls: Dead Load ( DL) Roofing 1/2" Plywood Framing Insulation 1/2" Gyp. Bd. Mech./Elec. Misc. Live Load (IL) LL L = LDL+LL= Stud Walls Exterior Walls Interior Walls Allowable Soils Bea.ring Pressure: Project: Engineer: Floor. 5.0 psf 1.8 psf 4.0 psf 0.5 psf 2.2 psf 0.5 psf 1.0 psf 15.0 psf 20.0 psf (Reducible) -----35.0 psf Deck: 15.0 psf 7.0 psf J&r Dead Load ( DL) Flooring 3/ 4" Plywood Framing Insulation 5/8" Gyp. Bd. Mech./Elec. Misc. DLl:= Live Load (IL) LLI;= LDL+IL= Dead Load ( DL) Deck-o-Tek 3/ 4" Plywood Framing Stucco Misc. DL}:= ASBP =1,500 psf@ 18 inches below lowest adjacent finished grade. Seismic: Site Class: D Sheet: Job#: I '-I 16'\ Date: 4.0 psf 2.3 psf 2.0 psf 0.5 psf 3.0 psf 1.5 psf 1.7 es£ 15.0 psf 40.0 psf 55.0 psf 2.5 psf 2.3 psf 2.9 psf 5.0 psf 2.3 psf 15.0 psf S5 = 1.146 S1 = 0.44 Fa= 1.13 Fv= 1.68 SMS= 1.3 SM1 = 0.739 Sos= 0.87 S01 = 0.49 Occupancy Category Importance Factor,! II Wind Load: (ASD) Basic Wmd Speed: Exposure: Importance Factor MWFRS 110mph C 1.00 P = (0.6) Lambda x ~t x Ix P 530 P = 13.7 psf Components & Cladding P = (0.6) Lambda x ~ x Ix P net30 P = 21.1 psf 1.00 Response Redundar. Mod. Factor Factor, R tho 6.5 1.3 Lambda = 1.29 ~= 1.0 P.30= 17.7 P net3o= 27 .2 Cs Sos/(R./I) (LRFD) 0.173 Cs Sos/(R./1) (ASD) 0.124 Qualls Engineering Structural Engineering Services Project: ltr,~ <;. Ot 1<0 fF Engineer: Jbt Vertical Design Level: _Reen=-""--_-___ _ Sheet ____.t:>....__ Job#: I '-II t,&r Date: Dr. = 1 C: psf LR = d O psf IL = Lt O psf Member: R B-1 --'------ ~ l I 1 f RL= :lll'i. lbs RR= :)..)ly lbs Member: ~S-J t a' Jr"' I 4 / t I). I I, I, "I 'I Rt.= /l(p? . lbs Ra= -2333 lbs Member: {<£-~ r= > "2: t. , I, ,~ " If If RL= 6~~s-... lbs Rit = .6"tY~ lbs Member: ~(;-'-/ ~ tt I, } ),/ 'I " 1 Rt.= (&z) lbs RR= u6o lbs w1= t'1ll .. c ,s-14.0)= zys-PL~ W2::;:: P1= P2= v= = --=J-'-l lo-'--_lbs M= = -=-5.;...f~_3'---_ ft-lbs lrcq'd = ---'--I l'--'S--"---_ in4 W1= W2= P1= R_(F B·J)-f f;,, • 13/;,. (t S'"-l'L_q) P2= "'%.3S-d0$- Vmu= lbs Menu= ft-lbs leq"J= in4 W1= o)~/~ ( I.Sfl.(,O)::::. (oO~PLF W2= P1= Pz= Vm:u: = 5L/lf5 lbs J\.fmax = )4$"03 ft-lbs ln:q'd = 7'111 in4 W1= Y/.l l 1~-t 40.) ::;;--1 IO pt..F W2= P1= Pz= Vnw. = ~[o'D lbs M.max= ,~io ft-lbs ln,q'd= ~-:s in4 Use:3 ~)( ·14 \J$L--- Va11= q~/0 lbs l\,fan = -;;i&J63~ ft-lbs I= 't/00 in4 Use: 4 'i" t.! x 1/v Va11 = ____ lbs Man= ____ ft-lbs I= __ -,-__ in4 Use: $" ;y ~ ft.-/ J.51..-- Vo11 = 1"5 96> lbs ~ = l./ '3,:--S--::l ft-lbs I= l¢b0 m4 Use: ~~ 1/:?:f V.S.v --- Va11= 7gq7 lbs Man= d1;1,7S-ft-lbs I= (t;g''f in4 Qualls Engineering Structutal Engineering Services Project: }-b:RS(.H-~Orr Sheet t/ --- Job#: f tl·I {p C, Engineer: ~ Date: --- Vertical Design Level: --,,~=O"F-___ _ Dr. = \ S--psf La = J.. l!> psf LL= itD Member: R~-6 ~ v.)J d t / t I, /[;" rJ '/ 1 4' &. = ¼535' . lbs RR= Y~:36' . lbs Member. ~t----7 ~ t t l\...f 10 '1 I, I, 1 $1{,G S"' 1 &= lbs RR= 3~,s-lbs Member: RB---o t 1 J l I ~ I, l3 1 D <r Ir 4 ~72.3 1 Ri, = lbs RR= t38j_ lbs psf w1= IC9/::2 c ,~tl{o.)~ Y40 f '-F ;: RS-~-f o/.:, 11) 1 ¾ (J ~fl{~~ ~ 7ftJr;.-#I P2= Vmax = lbs Mmms= ft-lbs I""l'd= in4 w1= :;u;.;1.C1S--f'ttO:)~-S7'PPL.~ W2= P1= P2= V,._= 4;3s-lbs Mmax= J, :2-..s-f, ft-lbs la:q>d= l/19 in4 W1= l"f/2-C IS'"-t''-l0) :;;-~ 1S-ftJ:::. W2= P1= P,= V max = 3 '-/{e,$ lbs Mmax = J :2. P.? ft-lbs ln,q'd = ~Cc--· in4 Use: Va11= lbs lv¼!= ft-lbs I= in4 Use:'3~I '-I vSl--- Va11= ;3,0 lbs Man= ~'tOJ~ ft-lbs I= ?o-0 in4 Use: $~'I II J \/SL--- V n11 = ·7897_. lbs M.u = ;?}~ 75'" ft-lbs I= 4fq> in4 Wt= )7/~ {JS-,rt-f.O) -f9/.;{.J<s.i-;;uJ)-c-~~PL~ W2= I 7 / 2 (_ IS' .¥<.U>) ';;.. LI " &' PL..~ P1= p.,: V = = _')......___7 _)_~_lbs M..m: = _l_t..l_f_()_"'a'_ft-lbs Ireq'd = __ 7..:,...D_O __ in4 Use: f ~1,ltf • \JSt-- V a11 = f 3 o/ Gs-lbs Mall = \..j !>6 5"'<-ft-lbs I= __ J_1_o0 __ in-4 Qualls Engineering Structutal Engineering Services Project: tfJ:~~C \,t-~ Sheet -':5:" ___ _ Job#: IY l44' Engine~ ----j=~:.,_ __ _ Date: Vertical Design Level: _R_o_o-1-_-___ _ D1. = ,tS-psf La= c::2 0 psf LL= _LC_d __ psf Member: -R~-q W1= L-// ~ ( JS--('~0) := 7 0 fLF-/" w} Wz-:;; t N' fs' P1= Usel~1 "-JL.\ /7'o •; P2= vsl.,..- ~ I, Vm:i." = '7~.3 lbs Va11= '? ~ /1> lbs 1 Ri.= L[r, f lbs Mn== \S-S-, ft-lbs Man= :t1o~~ ft-lbs Ra= 7:).-:::, lbs ln,q'd = (..{ 7 in4 I= 7.S'O'e> in4 Member: R~--l f~/J:J.. (IS--iLt0)~73 ft..-F- ~ W1= \N~ W2= t Pi= Use: /'t'llfJ:X~ ts' Pz= " t, Vm:ix = (_p(gO lbs Va11= .,,,51) lbs 'I 'I Ri.= ~&O . lbs Mm.,.= ::J.~70 ft-lbs Mau= s73~ ft-lbs RR= C,,Qit:> -lbs Itcl(d = l~ ;;2 in4 I= ~{) in4 .. Member: Ftt-J ~t'' W1= I L//.:2. (,J s--12() :)":;" ~ ij ~-Pt--F-- W2= t t/ / 1 I ,, t P1= F-.l_"e-'!JJ ;:-4 b~-:1- I t/ P2= Use: & x &;, I, s: 0 .,, Vmax= ·7(p~ lbs Y.u= l/~'(~ lbs -1 1 Ri. = ·fe "8''::2-lbs Mmax = tr '-/61 ft-lbs Mau= s'fcr~ ft-lbs RR= ](pf, lbs ln,q•d = I I .in4 I= 7tp .in4 Member: W1= t t W2= Pt= P2= Use: " ,, I, 1 Vmas = lbs Va11 = lbs Rt.= lbs 1',f.nax = ft-lbs Mau= ft-lbs RR= lbs la:q'd= in4 I= in4 Qualls Engineering Stru~ Engineering Services Project: Hr ,es;. C H-k..O F Engineer. --....:Js...=(;a=------ Sheet ~ --- Job#: /1../ /a:,'7 Date: Vertical Design Level: :)t.Jt) Fi.,oott- Dr. = 1 S--psf Lit = :20 ps~ LL = 4 D psf Memben_'r_.J_-_I __ ~ t t ti ~ f.a_ I 0 It C,0l> 1 RL= lbs RR_;:: (p6() lbs Member:_..:.f=J!,._-...;;...J.. __ _ W-f t ~'-I' t =>'· L, -:2_<c, " ., 'I R.r. = lbs Ra= -lbs Member: f J ,.,; 3., _;... ____ _ ~wk t t l '-1 I A.,_t, ______ __.i, ., 1 R.r. = 0 f 3 lbs RR= __ 5::..-J_!> __ lbs Member: f ,f Rr. = lbs RR= lbs t It 1 W1= ·,fl>/1~ ( I s--tq 0)-=-7 3 PLF \Y,h_,=,: P1= P2= Vmax = l.\fn..a,. = !"-'<I'd= {;foO lbs ::f'f70 ft-lbs /7 J. in4 W1= J{p//J.(15'""-U-lc))-;:0(} ~ W2= P1= P2= Vmu = _____ lbs Mu.a.:=-----ft-lbs ln:qd;::: _____ in4 W1= /lg/ l:>.-t1S"-t '-LO j ~7'3f l--F' W2= P1= P2= V== S1~ lbs Mmax= 11q7 ft-lbs lrcq'd = qi in4 W1= W2= P1= P2= Vma. ... = lbs Mmax= ft-lbs Ircq'd = in4 , r C;· 'I' ccr s-Ot>o Use:--=---- Va11 = 'f~O :Mau :;: 4 ~ ~?) I= 530 lbs ft-lbs ~, ,, Use: / 3/,t )( I~ L-Vl. Va11= ':, S~D lbs :tvlin = 1~,sr;-s-ft-lbs I= __ 5_°1 ..... 7 __ in4 Use: ~-ii~ Von= 20~5"' lbs Man= ~Ci~:2 ft-lbs I= llf in4 Use: Van= lbs Man= ft-lbs I= in4 Qualls Engineering Structu.tal Engineering Services Project: H-r;R'il..H-~F- Sheet: 7 --- Job#: I Y 1 ~'1 Engineer: ~b Date: --- Vertical Desigp. 1.eve1: ~t.10 F~ Dr.= l~ psf LR= 20 psf LL= l/D psf 1 )fs ' lbs Ra= 3'r< lbs Wt= r,,~c lS-+LIO) r-=y:) ~ 3;;-ofJt-:F Wz;:;:. P1= 1,//;}.• l//~ 111 { l~c.tO)~ ~/~,"I/~• {S-:, 't~) II, J P2= -=:: $SO rl Use: b &" '/. fD VS L- V max= Ji~.IJ lbs Va11= };;t(~O' Mmax = ____ ft-lbs 1,f.n = &60-U ~ Ireq'd ::: _____ in4 I= /]&J::2-- Member: _-1.-t~6--_~---1J- .., u-J!~ W1= ,:(y.;i (__JS---t'-10)-::::. /(p~f'L..F ~1 lJ -r) w2= n;;,.c IS""·"'"'o).:::-'-I& "1 ft..F-t ·-<t'. IT,f L-('f 14,s"l v1;,r= J.J:i. l is--r4 ~_) -::.. ~:s 'fLF I, } 8 't .. f,p,;= ~{E6-J) ~ '3°161 ti-.,1---------1,t Vnw: = _____ lbs Rr. = _________ . lbs Ma-= _____ ft-lbs I\ Use: 5 ';y. J6 V~t.- V,u= 1~~0 Mail= S-~Ol{G Ra= _______ :. lbs la:q'J = _____ in4 I= 11'12 Member: FB -~ if' .,. f:z W1= I '8/:;;2. C l~-t<-l O.)~ ,o. ,~ = (o'E5'"" PL-F 0??r!.~' ··"1 W2= Pi= ~(FIS-I) ~ f8~ /'$ Use: 01 lf X /(p V~'-' P2= ~~(!>-~:; 4llfi'.7.,._ I, l 7 'G f/ ,r Vrnax = t O S-3$'" lbs Van= I s-q fiO 'I Ri. = 7,Y> lbs Mmax = 3755/ ft-lbs Ma11 = fi(QOt/(; RR= /0~"3~ lbs ln,q'd = 1:2SO in4 I= 11,.:i. Member: fi-4 W1= IO/.;l ( 1S--r<-tO) ::.. ;;;7~ft. F ~ W2= lbs ft-lbs lbs ft-lbs in4 lbs ft-lbs in4 t t P1= 16 Id r/ P2= Use: S ¼ X1f4 V.St- I, I, ,, " Ri.= \7i'Y lbs RR= l?f)r lbs Vmas = 17 F"f' Mmax= f>'f'O c, lrcq'd = l"3~ lbs ft-lbs in4 v a11 = IO 0'-JD lbs l\fan = 37 ~ (;/ ft-lbs I= J I '1S in4 Qualls Engineering Structui:al Engineering Services Project: ij IR.SCH k.O F-'F- Sheet: '( --- Job #: 14 f{p"] Engineer: ~ bf Date: Vertical Design Level: JXllP H-0~ Dt= ,~ psf La= ~o psf Ll..= 'lO psf Member: FB-S-- ~ t t I, \I 'O ~ f '1 soeoo RL= lbs RR= B~O lbs Member: FB-7 it· t ½ / -J-1"$.S-' t ~ 11.~ r, 1 5Q4f 'I Ri..= lbs Rit= '4 qy lbs 00Pt I, io'o'' I, 'l C 70, / 1 RL = __ ~ __ ,_lbs RR= Co \Dt) lbs Wz-:;= P1= P2= Vm:ix= Mn== lreq'd = P2= Vmax = Mnw: = lrcq'd = Use: 3)6. V )' VS:L.-so,o lbs Va11= [0(}il0 lbs 1~'1 •S-ft-lbs 1',,Iaii= 5]3~t/ ft-lbs :?7'S' in4 I= ,,tts--in" ~,~. <.0/~ 0 {[_~-t'l~=-,6""?.5t:J:.- . Use: ~ i 1/ /~ \/St- $OHJ lbs Vru1 = / 0'7'10 lbs 2 0 ll9 S-ft-lbs Man= '11b 7 5t;W ft-lbs 1;).0 in4 I= I l'f) in• Wt= 11" /~ (, 1 S--14.-0)~ ti) rl'S°"f '-//';>..o(J_i:---11{0:),=-7~Pt..F W2= P1= {<.. (f'B-V::. S"°Olf l=lf- P2= V max = ___,;(o::.i.t..::...f-=...0O __ lbs M.-. = ---:~:::L-J-l ..i.::l~=-C;,--ft-lbs ln:q'd = ---=-3.,._f ~~_in4 Use: 3!6~ I I, VSt.. van= I Ob l,I 0 MaD= 57'1':!;f I= ll'f~ lbs ft-lbs Qualls Engineering Structutal Engineering Services Project: ~~R.,tcH ~tr'Ft= Sheet 'f _,__ __ Job#: 14/,'t Enginett --~s~J~~----Date: Verti~al Design Level: ~o l="~t,0'12 Dr.= JS--psf LR= ~o psf LL= "ll> psf Member: F6-'1 if>t I *1 W1= l"t/~(. 1<f;""-+46)'= ~(($" fc,F $fl? etvffCJI/..,'- f t l l W2= so/d ( ,s-..,..qo )::. p;;J.t;fLF .., , j JO, P1= ~(Ei-7.):::: l4q i.t-t:f::..- Use: &»xtlP VS'-\7 J P2= l, It Vm:rs.= lbs IS-C,f;O 'I 'I Vall= lbs RL= lbs M= = ft-lbs Man= 'ii' r;, 6 C/ (;, ft-lbs RR= lbs ln,q'd = in4 I= ,,,J.... in4 Member: F6-IO , P, W1= W2= t I 6' I LI I t P1= ~~-$-8°):=. ~7~~:tt: $ }6 X {' vS.v IL/' P2= Use: I, I, Vina,.= :),,51 lbs Van= [Oft,40 lbs 'I 'I Rr. = I 0(9<1 lbs M.uax= JO ,'37 ft-lbs Man= ~73(,") ft-lbs RR= ~~S-9 . lbs ltcq'J = :i. '(?) in4 I= 11ctS-in4 Member: _____ _ W1= t t W2= Pi= P2= Use: I, 'I ft 1 V== lbs V.n= lbs Rr.= ___ _ lbs M,,_= ft-lbs M.n= ft-lbs RR= ___ _ lbs lrcq'd = in4 I= in4 Member: _____ _ W1= t t W2= P1= P2= Use: I, 'I I, '1 Vmas = lbs V:a11= lbs Rt.= ___ _ lbs ~= ft-lbs Mau= ft-lbs RR= ____ _ lbs Ircq'd= in4 I= in4 Qualls Engineering Structutal Engineering Serrices Project: ~R,SC,~F- Sheet. ___ jt) __ Job#: 14 J(,l1 Engineer: ,·JG Date: Vertical Desig.n. Level: ~NO 'F~ D1. = \ S"" psf LR = ~ 0 psf LL = l/ D psf Member: fH---l W1=(10,~ to\ )6 ~f I.( 0..) ~ IO .\'$'"-t ~/;)~ ~.) ~., ::>-4) ::-f17S-PL.P ~ ~~~ Wz-:;: t t P1= (ox ID ,. ti P2= Use: ...... I, \6 ~ I( Vmax = ~;7S lbs Va11= r;-;;i 70 lbs '1 1 RL= ss?~ lbs Mm.u = Cl.I "t>T ft-lbs Mail= q367 ft-lbs RR= ~'37C lbs lreq'd = JC{() in4 I= ~'73 in4 Member: fH---~ ie, W1= w-2-t ""?' I 31 t Pi= R. ~,a-..,I.) := G,J?-..-:f- (in( '6 ··<:o 'o ,/ P2= Use: " " Vow:= -i4 7 lbs Va11= lf 15'"0 lbs ,, 'I Rr. = 5LIJ . lbs :M.-,= (0~3 ft-lbs Man= s-rot ft-lbs Ra= ·3 t( I lbs la:q>d:::: 11 in4 I= /c:>;3 in4 Member: _____ _ W1= t t W2= P1= P2= Use: I, 'I t, Vmax = lbs Van= lbs 1 Rt.= ___ _ lbs Mmax: = ft-lbs M,.n= ft-lbs RR= ____ _ lbs lrcq'd = in4 I= in4 Member: _____ _ Wt= t t W2= P1= P?= Use: I, 'l " 1 Vmas = lbs Va11= lbs RL= ____ _ lbs Mm.,,.= ft-lbs Man= ft-lbs RR= ____ _ lbs lrcq'd = in4 I= in4 Qualls Engineering Structu.tal Engineering Services Ptoject: l-tR.sctt1<:u-FP Sheet ...... /4-l-- Job #: I q I " , Engineer: .)tt Date: Vertical Design Level: 1_._,..-~ Dr.= 1 ~ psf La= J-0 psf LL= lAO psf Member; ~f,-l \ ------ ~ II ., Ir 'l Rr.= qr3 lbs Ra= 1"zl3 lbs Member: fB-1:l. Member: f(s-}3 Member: f ~ l"I ·n+I ~ ~11 t v j;). / i, 11 RL = ~ ~ f $"' lbs 'l RR= l6G5' lbs W1= G, S?::,. C lf;tl.iO)'= J'7C, P/...F W2= P1= P2= ·vma." = Mn== ln,q'd = W2= q~3 lbs :},O\.f' ft-lbs 5'j_ in4 Use: q 't, l:t. Va11= 472S-lbs 1,fau = ~ )(p.,. ft-lbs I= 4 I 5' in4 P1= l//.2 otl/.;i-•l[S--t@).--I lb.-;).O:;: C[,(;O $1: T~ {{p V'SC- Pz= \),St::· :lOOO -:P:. Use: ;;> y y. -----v max = _____ lbs V a11 = l '577~ 0 lbs Mu-= ____ ft-lbs M.an= ~~f)\.lt::, ft-lbs lteq'd= _____ in4 I= _ _,_I 1--,-~--:l __ in4 W2= . P1= f<.(re-,~ ~ l<o;)~ ii-- Use: 6W~ J~VS4-P2= t<-(-.::f:>---11) =O,f3;tt Vma:c = /0&33 lbs Va11= I c;;-er re-o lbs Mm:u: = )3~2?h ft-lbs M.n= '5(pl),.,IG? ft-lbs lreq'd = 1..1 ':2.(e:> . in4 I= l7tr,:). .in4 W1= 0/.;2. C IS-ttlO) + JC.; JS-= ?'lf;ft,,F W2= P1= ?!/::2 • t;/> {!s--1t.t ~-=:..-&,f,O-:f¥- P2= Use: '"S hXf(p vS£,.- ?-3iS Vma.s: = _____ lbs Va11= ID&~ 0 lbs M.nax = -~ ........ 7 ___ 6_3_ft-lbs Ireq'd = __ /_'1_~..___ in4 Man = ~ 7 3C Lf ft-lbs I = l1 '7$"' in4 Qualls Engineering Suuctutal Engineering Semces Project: ~ti-~ Engineer: Jcr Sheet: I~ ---- Job #: J'-1 J ~ 1 Date: Level: ls, ~ Vertical Design Dr. = l '> psf Lit = c).0 psf LL= _40...;._ __ psf Member: __ F_'3_-_l_~ __ ~ ir, t--, f-,--1-(o-,- I, '1 52 1 Rt= _____ lbs Ra= gC)?? lbs Member: _____ _ t t I, I, 'I 1 . lbs Ri. = ------- Ra= ___ _ lbs Member. _____ _ t t I, ., I, " Ri.= ___ _ lbs Ra= ____ _ lbs Member: ______ _ t t I, I, 1 " Rt,= ___ _ lbs Ra= ____ _ lbs W1= I '7/·I~( ,~..,_ 1tO) ~ ?s'"i>1.,.F- W2;:;: P1= -;;i;;t 1 ~ & c, J;;,. .. ~-,,4 v :, 1 r,$':i:t P2= Vrnax = __ 3_(} _7_7_1bs Mmax = ft-lbs In,q'd = ______ in4 W1= W2= P1= P2= Vmu= lbs Mu.ax= ft.-lbs Imfd = in4 W1= W2= P1= P2= Vmas = lbs Mmax= ft-lbs lrcq'd = in4 W1= W2= P1= P2= Vmas = lbs M.nax= ft-lbs Ireq'd = in4 Use: 3~)tf~ V'::l- Van= )0~4 0 lbs ~= 373fli'1 ft-lbs I= } I ,s-in4 Use: Va11= lbs Man= ft-lbs I= in4 Use: Va11= lbs ~= ft-lbs I= in4 Use: Va11 = lbs ~fan= ft-lbs I= in4 Qualls Engineering Structural Engineering Services Vertical Design Level: DL= Member: Fff-'3 ~ t t I, Cf' Ir '1 1 RL= 34'f3 lbs RR= ~'-tT=> lbs Member: f1-1-4 t. :l: .,, 4t I l ,st --, v 2,.S v 'I 1 Rr. = _ __.f_OOo __ lbs RR= __ lt..:;...(JC'7_0 __ lbs Member: _____ _ t t I, 'I Ir 'I RL= ____ _ lbs RR= ___ _ lbs Member: _____ _ t t It 1 RL= ____ _ lbs RR= ____ _ lbs Sheet \S ---- Project: Ht~SC:..H Ko-·FF Job#: I «4 l{,;,f:f Engineer: ___ J ___ 8' ____ _ Date: -1s-r c~ \S--psf LR= qD psf LL= _lt_() __ psf W1= R(!"J-.J.) c.. 1Y,,)::: I 74 f'L--f" W2=F P1= P2= V== 3Y~'!:> lbs M== 7'f37 ft-lbs Ircq'd = 1·s-q in4 W1= W2= P = ... 'Fe-<, ' -:::: 3'3>" r.:t:t I J'-.\.! ~ ::0::-- P2= ,. V~i= soOO V nw: = 4,0 OO lbs M.nax = __ .:).._OOf> ___ ft-lbs lreq•J = __ _,_]..;:;::'!'.'-----__ in4 W1= W2= P1= P2= Vmax = lbs 1-!ma,;; = ft-lbs lreq'd = in4 W1= w-2- P1= P?= Vmas = lbs M.na.-..: = ft-lbs Ireq'd = in4 Use: ~ y._/ d- Van= 7'Stto lbs M.it= t'3c. 3? ft-lbs I= (pct7 in4 -l_h ~ 11 Use: $17Y./Jm vS'- v all = / / '81./ 5" lbs Man= 3/ Cf I 3 ft-lbs I= lo ;i_ in4 Use: Van= lbs Ma11= ft-lbs I= in4 Use: Va11= lbs Man= ft-lbs I= in4 Qualls Engineering Structural Engineering Services 4403 Manchester Ave #203 Encinitas, CA 92024 (760) 652-9257 Quallsen .com Project Title: Hirschkoff Residence Engineer: JG ProJect Descr: !~ Project ID: 14169 . ,., ' ... ~; .. .'····-~--· :·. . . . File= c:\Users\QUALLS-1\Dropbox\2(114J0-111416g.....'1\CALCUL-1\HIRSCHN1,EC6 . _-·. . . . .. · · ·-, 'ENERcAl:.C,INC.19113-201.S:Bwld:6.15.:(19,'ver:6.15.1.19·.: I • I t • ~ :.: Description : RB-2 CODE REFf:RENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties ---(I -. -- Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Fy : Steel Yield : E: Modulus: 50.0 ksi 29,000.0 ksi Bending Axis : Major Axis Bending Load Combination ASCE 7-10 HSS10X2x1/4 Applied L9.ads .-Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load{s) for Span Number 1 Point Load : D = 1.0, L = 2.50 k @ 8.0 ft DESIGN. SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma:Applied Mn/ Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection 0.259: 1 HSS10x2x1/4 9.310k-ft 35.928k-ft +D+L+H 7.980ft Span# 1 Maximum Shear Stress Ratio = Section used for this span Va:Applied Vo/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.088 in Ratio = 0.000 in Ratio = 0.124 in Ratio= 0.000 in Ratio = 1,627 O <360 1163 0 <180 Maximum Forces & Stresses.fot Load Com~il)atioljs Load Combination Max Stress Ratios Segment Length Span# M V Mmax + -tD*I Osgn. L = 12.00 ft 1 0,074 0.009 2.66 -tO-tl+H Dsgn. L = 12.00 ft 0.259 0.030 9.31 -tO+Lr+H Dsgn. L = 12.00 ft 1 0.074 0.009 2.66 -tO+S+H Dsgn. L = 12.00 ft 0.074 0.009 2.66 -t0-+0.750Lr-+0.750L+H Dsgn. L = 12.00 ft 0.213 0.025 7.65 -t0-+0.750L-+0.750S+H Dsgn. L = 12.00 ft 0.213 0.025 7.65 -t0-+0.60W+H Dsgn. L = 12.00 ft 0.074 0.009 2.66 -t0-+0.70E+H Dsgn. L = 12.00 ft 1 0.074 0.009 2.66 -t0-+0.750Lr-+0.750L-+0.450W+H Dsgn. L = 12.00 ft 0.213 0.025 7.65 +D-+0.750L-+0.750S-+0.450W-tH Dsgn. L = 12.00 ft 1 0.213 0.025 7.65 +D-+0.750L-+0.750S-+0.5250E+H Dsgn. L= 12.00ft 0.213 0.025 7.65 -+0.60D-+0.60W-+0.60H Summary of Moment Values Mmax -Ma -Max Mnx Mmc/Omega Cb Rm 2.66 9.31 2.66 2.66 7.65 7.65 2.66 2.66 7.65 7.65 7.65 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 35.93 1.00 1.00 35.93 1.00 1.00 35.93 1.00 1.00 35.93 1.00 1.00 35.93 1.00 1.00 35.93 1.00 1.00 35.93 1.00 1.00 35.93 1.00 1.00 35.93 1.00 1.00 35.93 1.00 1.00 35.93 1.00 1.00 Design OK 0.030: 1 HSS10x2x1/4 2.333 k 77.861 k +D+L+H 8.040 ft Span# 1 Summary of Shear Values Va Max Vnx Vnx/Omega 0.67 130.03 77.86 2.33 130.03 77.86 0.67 130.03 77.86 0.67 130.03 77.86 1.92 130.03 77.86 1.92 130.03 77.86 0.67 130.03 77.86 0.67 130.03 TT.86 1.92 130.03 77.86 1.92 130.03 77.86 1.92 130.03 77 .86 Qualls Engineering Structural Engineering Services 4403 Manchester Ave #203 Encinitas, CA 92024 (760} 652-9257 Quallsen .com :stt!Eifeeam . ',•.:. --· .. ,•. I • I t ' ~ " Description : RB-2 Load Combination Segment Length Dsgn. L = 12.00 ft +0.60D+0.70E+0.60H Span# Dsgn. L = 12.00 ft 1 Overall-Maximum Deflections Load Combination +D+L+H Vertical Reactions Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L +0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L +0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60O+0.60W+0.60H +0.60D+0.70E+0.60H DOnly Lr Only LOnly sonly WOnly E Only HOnly Max Stress Ratios ~ ' . . . . . . _. .. ~ ~· ' .... .. :·. , .-.... Project Title: Hirschkoff Residence Engineer: JG \ 'v Project ID: 14169 Project Descr: _·_--·. · -·""File= c:\Usera\QU,4.LLS.,.1\Dnipbol\1201;i,I0-1\1_4169--,-1\C'ALCU~ --1\Hl~GH;,1.Ec.6 _ · ' · "ENERCALC,l~C:1~2015,Builil:6.15'1.19:ver:6.15.1.-19 . "" fl • Summary of Moment Values Summary of Shear Values M V Mmax+ Mmax -Ma -Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 0.044 0.005 0.044 0.005 1.60 1.60 Span Max.·-· Deft Location in Span 0.1239 6.540 1.60 60.00 35.93 1.00 1.00 0.40 130.03 77.86 1.60 60.00 35.93 1.00 1.00 0.40 130.03 77.86 Load Combination Max. •+• Deft Location in Span 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Support1 1.167 0.200 0.333 1.167 0.333 0.333 0.958 0.958 0.333 0.333 0.958 0.958 0.958 0.200 0.200 0.333 0.833 Support2 2.333 Q.400 0.667 2.333 0.667 0.667 1.917 1.917 0.667 0.667 1.917 1.917 1.917 D.400 Q.400 0.667 1.667 Qualls Engineering Structural Engineering Services 4403 Manchester Ave #203 Encinitas, CA 92024 (760) 652-9257 Quallsen .com ·.ste~.r Be~m· .·. Description : RB-5 .. CODE.REFERENCES Project Title: Hirschkoff Residence En9ineer: JG ProJect Descr: lb Project ID: 14169 File= c:\Users\QUALLS-1\Droptxix\2014JCr1\1ll16~1\CAl:.CUL ;.,1\HIRSCH~1.EC6 ·. · · · · · · ENERCALC,.INO. 1983'2015,'Bulld:6.15.,1.19, Ver:6.15.1:19, • • fl • I • • Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Fy : Steel Yield : Beam Bracing : Beam is Fully Braced against lateral-torsional buckling E: Modulus: 50.0 ksi 29,000.0 ksi Bending Axis : Major Axis Bending Load Combination ASCE 7-10 HSS10x2x1/4 . Applied-L9ads . Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load for Span Number 1 Varying Uniform Load : D(S,E} = 0.120->0.0, L(S,E} = 0.320->0.0 k/ft, Extent= 0.0 -» 22.0 ft, Trib Width = 1.0 ft Point Load: D = 1.845, L=4.920 k@18.0ft GcNoWCt..{l.k, DESIGN SUMMARY :;;;;-- Maximum Bending Stress Ratio = Section used for this span Ma :Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum Shear Stress Ratio = Section used for this span Va:Applied Vn/Omega : Allowable +D+L+H 15'.840ft Span#1 1.212 in Ratio= 0.000 in Ratio = 1.668 in Ratio= 0.000 in Ratio= Load Combination +D+L +H Location of maximum on span 22.000 ft Span# where maximum occurs Span # 1 ~ft-f"tr~ t-A{,J,{J"!; l/ov16vfl , bve: '1c) 1JeN1 rpp.o ftt.C bt:t t.-€, tr o~ a. k B t ::tl'l~-P'(c,1r<u Maximum.Forces & Stresses.for Load Co.m~inations· Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax-Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega -+D+H Dsgn. L = 22.00 ft 0.217 0.025 7.81 7.81 60.00 35.93 1.00 1.00 1.95 130.03 77.86 -+D+L+H Dsgn. L = 22.00 ft 1 0.797 0.092 28.64 28.64 60.00 35.93 1.00 1.00 7.15 130.03 77.86 -+D+Lr+H Dsgn. L = 22.00 ft 1 0.217 0.025 7.81 7.81 60.00 35.93 1.00 1.00 1.95 130.03 77.86 -+D+S+H Dsgn. L = 22.00 ft 1 0.217 0.025 7.81 7.81 60.00 35.93 1.00 1.00 1.95 130.03 77.86 -+D-t-0. 750Lr-t-0.750L +H Dsgn. L = 22.00 ft 0.652 0.075 23.43 23.43 60.00 35.93 1.00 1.00 -5.85 130.03 77.86 -+D-t-0.750L-t-0.750S+H Dsgn. L = 22.00 ft 1 0.652 0.075 23.43 23.43 60.00 35.93 1.00 1.00 5.85 130.03 77.86 -+D-t-0.60W+H Dsgn. L = 22.00 ft 0.217 0.025 7.81 7.81 60.00 35.93 1.00 1.00 1.95 130.03 77.86 -+D-t-0.70E+H Dsgn. L = 22.00 ft 0.217 0.025 7.81 7.81 60.00 35.93 1.00 1.00 1.95 130.03 77.86 -+O-t-0.750Lr-t-0.750L-t-0.450W+H Dsgn. L = 22.00 ft 1 0.652 0.075 23.43 23.43 60.00 35.93 1.00 1.00 5.85 130.03 77.86 -+D-t-0.750L-t-0.750S-t-0.450W+H Dsgn. L = 22.00 ft 0.652 0.075 23.43 23.43 60.00 35.93 1.00 1.00 5.85 130.03 77.86 -+D+0.750L -t-0. 750S-t-0.5250E+H Dsgn. L = 22.00 ft ·o.652 0.075 23.43 23.43 60.00 35.93 1.00 1.00 5.85 130.03 77.86 Qualls Engineering Structural Engineering Services 4403 Manchester Ave #203 Encinitas, CA 92024 (760) 652-9257 Quallsen .com :-:$teetBeam · Description: Load Combination Segment Length Span# -+0.60O-+0.60W-+0.60H Dsgn. L = 22.00 ft -+0.60D-+0.70E-+0.60H Dsgn. L = 22.00 ft 1 Max Stress Ratios M V 0.130 0.015 0.130 0.Q15 Overall Maximum Deflections · _ Load Combination +D+L+H Vertic_al Reac_tions Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D-+0.750Lr-+O. 750L +H -+0-+0.750L-+0.750S+H -+0-+0.60W+H -+0-+0.70E+H -+0-+0.750Lr-+0.750L-+0.450W+H +D-+0.750L-+0.750S-+0.450W+H -+0-+0.750L-+0. 750S-+0.5250E+H -+0.60D-+0.60W-+0.60H -+0.60D-+0.70E-+0.60H DOnly Lr Only LOnly SOnly WOnly EOnly HOnly Span Support 1 4.457 0.729 1.215 4.457 1.215 1.215 3.646 3.646 1.215 1.215 3.646 3.646 3.646 0.729 0.729 1.215 3.241 Max.·-· Defl 1.6675 Support2 7.148 1.170 1.950 7.148 1.950 1.950 5.849 5.849 1.950 1.950 5.849 5.849 5.849 1.170 1.170 1.950 5.199 Mmax+ 4.69 4.69 Project Title: Hirschkoff Residence Engineer: JG 1-1 Project ID: 14169 Project Descr: . File= c:\Useis\QUALLS-1\Dropliox\2014J~1\14169--1\CAlCU[:-1\HIRSCl+.;1:EC6 : . . . ENERCALC. iNC.1983-2015; Bilild:6,15.1.19;\/er:6.15.1,19· ·. Summary of Moment Values Mmax -Ma -Max Mme Mnx/Omega Cb Rm 4.69 4.69 60.00 60.00 35.93 1.00 1.00 35.93 1.00 1.00 . .. " . . .. Summary of Shear Values Va Max Vnx Vnx/Omega 1.17 130.03 77.86 1.17 130.03 77.86 Location in Span Load Combination Max. "+"Defl Location in Span 11.660 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Qualls Engineering Structural Engineering Services 4403 Manchester Ave#203 Encinitas, CA 92024 (760} 652-9257 Quallsen .com Description : FJ-2 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Project Title: Hirschkoff Residence En~ineer: JG ProJect Descr: ~ Project ID: 14169 File= c:\Users\QUALLS,-11Dropbcix\2014J0-1\14169--1\CALCUL-1\HIRSCH-1.ECp . . _ . . ENERCALC,.INC.1983-2015, Build:6:15.1.19, Ver.6.~5.1:19 . --. . -. -- Analysis Method: Allowable Stress Design Fb-Tension 2,600.0psi 2,600.0psi 2,510.0psi E: Modulus of Elasticity Load Combination :t\SCE 7-10 Fb -Compr Fc-Prll Wood Species : Truss Joist Fe -Perp Wood Grade : MicroLam LVL 1.9 E Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsion buckling + -+ D/0.01 iL/0.04) Span = 24.0 ft 750.0psi 285.0psi 1,555.0psi -+ Ebend-xx 1,900.0ksi Eminbend -xx 965. 71 ksi Density 32.210pcf t Span=2.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D = 0.0150, L = 0.040, Tributary Width= 1.0 ft Load for Span Number 2 Uniform Load: D = 0.0150, L = 0.040, Tributary Width= 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.316 1 Maximum Shear Stress Ratio Section used for this span 1.75x14 Section used for this span fb: Actual = 819.75psi fv: Actual FB : Allowable = 2,600.00psi Fv : Allowable Load Combination +D+l+H Load Combination Location of maximum on span = 11.933ft Location of maximum on span Span #where maximum occurs = Span#1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.390 in Ratio= 739 Max Upward Transient Deflection -0.102 in Ratio= 472 Max Downward Total Deflection 0.536 in Ratio= 537 Max Upward Total Deflection -0.140 in Ratio= 342 Maximum: Forces & Stresses fo'r Load Combinat{ons Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd CFN Cj Cr Cm C t CL M lb +D+H Length = 24.0 ft 1 0.096 0.039 0.90 1.000 1.00 1.00 1.00 1.00 1.00 1.07 223.57 Length = 2.0 ft 2 0.003 0.039 0.90 1.00Q 1.00 1.00 1.00 1.00 1.00 0.03 6.30 +D+l-+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 24.0 ft 1 0.315 0.130 1.00 1.000 1.00 1.00 1.00 1.00 1.00 3.91 819.75 Length = 2.0 ft 2 0.009 0.130 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.11 23.09 +D+lr+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 24.0 ft 1 0.069 0.028 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.07 223.57 Length = 2.0 ft 2 0.002 0.028 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.03 6.30 Design OK = 0.130: 1 1.75x14 = 37.08 psi = 285.00 psi +D+l+H = 22.927ft = Span# 1 Shear Values F'b V fv F'v 0.00 0.00 0.00 0.00 2340.00 0.17 10.11 256.50 2340.00 0.01 10.11 256.50 0.00 0.00 0.00 0.00 2600.00 0.61 37.08 285.00 2600.00 0.05 37.08 285.00 0.00 0.00 0.00 0.00 3250.00 0.17 10.11 356.25 3250.00 0.01 10.11 356.25 Qualls Engineering Structural Engineering Services 4403 Manchester Ave #203 Project Title: Hirschkoff Residence En9ineer: JG ProJect Descr: 14 Project ID: 14169 Encinttas, CA 92024 (760) 652-9257 Quallsen .com -'Woo~:Bea"1,-, ... r __ ·::.: , .. -.. ·.· . . : ', · .. . _ _. , Aki= c:\Usels\QIJALLS-1\DroplloXl2014J0-11141~1\CALCUL -i1\j-llRSCH-1.EC6 . : . . . .· . · ·.. · .. : .. ENERCAi.C, INC.: 1983'20j5,'Build:6.15.1.19,.Ver:6.15.1:19 : -.:., ·. •• ,,•Al . . . II -• .. Description : FJ-2 Load Combination Max Stress Ratios Mol)'lent Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb F'b V fv Pv -+D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.075 0.031 1.15 1.000 1.00 1.00 1.00 1.00 1.00 1.07 223.57 2990.00 0.17 10.11 327.75 Length = 2.0 ft 2 0.002 0.031 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.03 6.30 2990.00 0.01 10.11 327.75 -+0+0.750Lr+0.750L +H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.206 0.085 1.25 1.000 1.00 1.00 1.00 1.00 1.00 3.20 670.70 3250.00 0.50 30.34 356.25 Length = 2.0 ft 2 0.006 0.085 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.09 18.89 3250.00 0.04 30.34 356.25 -+0+0.750L+0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.224 0.093 1.15 1.000 1.00 1.00 1.00 1.00 1.00 3.20 670.70 2990.00 0.50 30.34 327.75 Length = 2.0 ft 2 0.006 0.093 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.09 18.89 2990.00 0.04 30.34 327.75 -+0+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 o.oo 0.00 0.00 0.00 Length = 24.0 ft 1 0.054 0.022 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.07 223.57 4160.00 0.17 10.11 456.00 Length = 2.0 ft 2 0.002 0.022 1.60 -+0:.0.70E*l 1.000 1.00 1.00 1.00 1.00 1.00 0.03 6.30 4160.00 0.01 10.11 456.00 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.054 0.022 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.07 223.57 4160.00 0.17 10.11 456.00 Length = 2.0 ft 2 0.002 0.022 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.03 6.30 4160.00 0.01 10.11 456.00 -+D+0.750Lr+0.750L +0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.161 0.067 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.20 670.70 4160.00 0.50 30.34 456.00 Length = 2.0 ft 2 0.005 0.067 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.09 18.89 4160.00 0.04 30.34 456.00 -+D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.161 0.067 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.20 670.70 4160.00 0.50 30.34 456.00 Length = 2.0 ft 2 0.005 0.067 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.09 18.89 4160.00 0.04 30.34 456.00 -+0+0.750L +0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.161 0.067 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.20 670.70 4160.00 0.50 30.34 456.00 Length = 2.0 ft 2 0.005 0.067 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.09 18.89 4160.00 0.04 30.34 456.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.032 0.013 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.64 134.14 4160.00 0.10 6.07 456.00 Length = 2.0 ft 2 0.001 0.013 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.02 3.78 4160.00 0.01 6.07 456.00 +0.60D+0,70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.032 0.013 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.64 134.14 4160.00 0.10 6.07 456.00 Length = 2.0 ft 2 0.001 0.013 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.02 3.78 4160.00 0.01 6.07 456.00 Overall Maximum Deflections Load Combination Span Max.·-· Deft Location in Span Load Combination Max. •+• Deft Location in Span -+D+L+H 1 0.5358 12.067 0.0000 0.000 2 0.0000 12.067 -+D+L+H -0.1398 2.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support2 Support3 Overall MAXimum 0.655 o.n5 Overall MINimum 0.107 0.127 -+D+H 0.179 0.211 -+O+L+H 0.655 o.ns -+D+Lr+H 0.179 0.211 -+O+S+H 0.179 0.211 -+0+0.750Lr+0.750L +H 0.536 0.634 -+0+0.750L +0.750S+H 0.536 0.634 -+0+0.60W+H 0.179 0.211 -+D+0.70E+H 0.179 0.211 -+D+0.750Lr+0.750L +0.450W+H 0.536 0.634 -+0+0.750L +0.750S+0.450W+H 0.536 0.634 -+0+0.750L +0.750S+0.5250E+H 0.536 0.634 +0.60D+0.60W+0.60H 0.107 0.127 +0.60D+0.70E+0.60H 0.107 0.127 DOnly 0.179 0.211 Lr Only LOnly 0.477 0.563 sonly WOnly EOnly HOnly Qualls Engineering Project Title: Hirschkoff Residence -~o Project ID: 14169 Structural Engineering Services 4403 Manchester Ave#203 Encinitas, CA 92024 (760) 652-9257 Quallsen .com Engineer: JG Project Descr: Wood -Be~n1-File = c:\USj!IS\QUALLS-1\DrOpboxl2014J0-1\1415!r11CAL<;:UL ~1~1RSCH-1.EC6 • • .:· •' • ~ •• 1. ~ ~·· .. :-. · E~ERCALC, l~C.1983-2015;8ulld:o.15.1.19, Ver.6.15.1.19 , ,., .. ;,, Description : FB-1 CODE REFERENCES Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties •• (I • Analysis Method: Allowable Stress Design Fb-Tension 3,100.0psi 3,100.0psi 3,000.0psi E: Modulus of Elasticity Load Combination ASCE 7-1 O Fb-Compr Fc-Prll Wood Species : Boise Cascade Fe-Perp Wood Grade : Versa Lam 3100 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Span= 12.0 ft 750.0psi 285.0psi 2,100.0psi Ebend-xx 2,000.0ksi Eminbend -xx 2,000.0ksi Density 32.210pcf D(0.15 L(0.4) Span= 3.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Loads on all spans ... Uniform Load on ALL spans : D = 0.10, L = 2.50 k/ft Load for Span Number 2 Point Load: D = 0.150, L = 0.40 k@3.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb: Actual = FB : Allowable = Load Combination location of maximum on span = Span# where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.69R 1 5.25x16 2,162.30psi 3,100.00psi Maximum Shear Stress Ratio Section used for this span fv: Actual +D+L+H 5.564ft Span#1 0.274 in Ratio= -0.174 in Ratio= 0.283 in Ratio= -0.179 in Ratio= Fv :.Allowable Load Combination Location of maximum on span Span# where maximum occurs 525 412 508 402 Maximum Forces J Stresses for Load. Combioations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd CFN Ci Cr Cm C t CL M fb +D+H Length= 12.0 ft 1 0.026 0.038 0.90 1.000 1.00 1.00 1.00 1.00 1.00 1.38 73.83 Length = 3.0 ft 2 0.017 0.038 0.90 1.000 1.00 1.00 1.00 1.00 1.00 0.90 48.21 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 Length= 12.0 ft 1 0.698 0.840 1.00 1.000 1.00 1.00 1.00 1.00 1.00 40.36 2,162.30 Length = 3.0 ft 2 0.231 0.840 1.00 1.000 1.00 1.00 1.00 1.00 1.00 13.35 715.18 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 12.0 ft 1 0.019 0.027 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.38 73.83 Length = 3.0 ft 2 0.012 0.027 125 1.000 1.00 1.00 1.00 1.00 1.00 0.90 4821 = = = = = F'b 0.00 2790.00 2790.00 0.00 3100.00 3100.00 0.00 3875.00 3875.00 Design OK V 0.00 0.55 0.32 0.00 13.40 4.91 0.00 0.55 0.32 0.840: 1 5.25x16 239.30 psi 285.00psi +D+L·tH 10.726ft Span# 1 Shear Values fv F'v 0.00 0.00 9.78 256.50 9.78 256.50 0.00 0.00 239.30 285.00 239.30 285.00 0.00 0.00 9.78 356.25 9.78 356.25 Qualls Engineering Project Title: Hirschkoff Residence -oi \ Structural Engineering Services Engineer: JG Project ID: 14169 4403 Manchester Ave #203 ProJect Descr: Encinitas, CA 92024 (760) 652-9257 Quallsen .com -'-Wooc1-·e~ain, · · -. . File= c:\1:Jsers\QUALLS-1\Dropbox\2014J0-1\141SS-.:1}CALCUL-1\HIRSCH-1.EC6 ~ .. . .. .. ' ·. .. . -·. · ·, . ._. .. "ENERCALC,"iNC .. 1983'20,15:euild:6,15.1.19;Ver:6'.15.1:19 , I • I t •' ' . .. (I • .. Description: FB-1 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb F'b V tv F'v +D+S-tH 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.021 0.030 1.15 1.000 1.00 1.00 1.00 1.00 1.00 1.38 73.83 3565.00 0.55 9.78 327.75 Length = 3.0 ft 2 0.014 0.030 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.90 48.21 3565.00 0.32 9.78 327.75 +{M).750Lr+0.750L-tH 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 12.0 ft 1 0.423 0.511 1.25 1.000 1.00 1.00 1.00 1.00 1.00 30.62 1,640.12 3875.00 10.19 181.92 356.25 Length = 3.0 ft 2 0.142 0.511 1.25 1.000 1.00 1.00 1.00 1.00 1.00 10.24 548.44 3875.00 3.76 181.92 356.25 +D+0.750L +0.750S-tH 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 12.0 ft 1 0.460 0.555 1.15 1.000 1.00 1.00 1.00 1.00 1.00 30.62 1,640.12 3565.00 10.19 181.92 327.75 Length = 3.0 ft 2 0.154 0.555 1.15 1.000 1.00 1.00 1.00 1.00 1.00 10.24 548.44 3565.00 3.76 181.92 327.75 +D+0.60W-tH 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.015 0.021 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.38 73.83 4960.00 0.55 9.78 456.00 Length = 3.0 ft 2 0.010 0.021 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.90 48.21 4960.00 0.32 9.78 456.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 12.0 It 1 0.015 0.021 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.38 73.83 4960.00 0.55 9.78 456.00 Length = 3.0 ft 2 0.010 0.021 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.90 48.21 4960.00 0.32 9.78 456.00 +D+0.750Lr+0.750L +0.450W-tH 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.331 0.399 1.60 1.000 1.00 1.00 1.00 1.00 1.00 30.62 1,640.12 4960.00 10.19 181.92 456.00 Length = 3.0 ft 2 0.111 0.399 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.24 548.44 4960.00 3.76 181.92 456.00 +D+0.750L +0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.331 0.399 1.60 1.000 1.00 1.00 1.00 1.00 1.00 30.62 1,640.12 4960.00 10.19 181.92 456.00 Length = 3.0 ft 2 0.111 0.399 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.24 548.44 4960.00 3.76 181.92 456.00 +D+0.750L +0.750S+0.5250E-tH 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.331 0.399 1.60 1.000 1.00 1.00 1.00 1.00 1.00 30.62 1,640.12 4960.00 10.19 181.92 456.00 Length = 3.0 ft 2 0.111 0.399 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.24 548.44 4960.00 3.76 181.92 456.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.009 0.013 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.83 44.30 4960.00 0.33 5.87 456.00 Length = 3.0 ft 2 0.006 0.013 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.54 28.93 4960.00 0.19 5.87 456.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.009 0.013 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.83 44.30 4960.00 0.33 5.87 456.00 Length = 3.0 It 2 0.006 0.013 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.54 28.93 4960.00 0.19 5.87 456.00 Overall ·Maximum Beflections Load Combination Span Max.·-· Deft Location in Span Load-Combination Max. •+•oefl Location in Span +D+L-tH 1 0.2834 5.899 0.0000 0.000 2 0.0000 5.899 +D+L-tH -0.1785 3.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support2 Support3 Overall MAXimum 14.488 25.063 Overall MINimum 0.315 0.675 +D-tH 0.525 1.125 +D+L-tH 14.488 25.063 -iD+Lr-tH 0.525 1.125 -iO+S-tfi 0.525 1.125 -iD+0.750Lr+0.750L-tH 10.997 19.078 -i0+0.750L +0.750S-tH 10.997 19.078 -iD+0.60W-tH 0.525 1.125 -iD+0.70E-tH 0.525 1.125 +D+0.750Lr+0.750L +0.450W-tH 10.997 19.078 -i0+0.750L +0.750S+0.450W-tH 10.997 19.078 -iD+0.750L +0.750S+0.5250E-tH 10.997 19.078 +0.60D+0.60W+0.60H 0.315 0.675 -t0.60D+0.70E+0.60H 0.315 0.675 DOnly 0.525 1.125 Lr Only LOnly 13.963 23.938 SOnly WOnly EOnly HOnly Qualls Engineering Structural Engineering Services 4403 Manchester Ave #203 Encinitas, CA 92024 (760) 652-9257 Quallsen .com Project Title: Hirschkoff Residence Enijineer: JG ProJect Descr: :). ;:)_ Project ID: 14169 J,Vood ·Beam __ F.ile = c:\Users\QUALLS-:,1\Dropbox\2014J0--1\14169-"-1\CALCUL ~1\HIRSCH-tEC6 -ENERCALC, INC:1983-2015, BuUd:6.15.1.19, Ver:6.15'1.19. . . . .. . Description : FB-2 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties E: Modulus of Elasticity Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Fb-Tension Fb-Compr Fc-Prll Fc-Perp 3,100.0psi 3,100.0psi 3,000.0psi Ebend-xx 2,000.0ksi Eminbend -xx 2,000.0 ksi Wood Species : Boise Cascade Wood Grade : Versa Lam 3100 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsion buckling 5.25x16 750.0psi 285.0 psi 2,100.0psi Density 5.25x16 32.210pcf 0(1.1) L(2.9} Span= 14.0ft Span=4.50ft Applied Loads -. Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D = 0.0450, L = 0.120 k/ft, Extent= 8.0 -» 10.0 ft, Tributary Width= 1.0 ft Varyini:i Uniform Load: D(S,E) = 0.1280->0.0830, L(S,E) = 0.340->0.220 k/ft, Extent= 10.0-» 14.0 ft, Trib Width= 1.0 ft Load for Span Number 2 VaryinQ Uniform Load: D(S,E) = 0.0830->0.0230, L(S,E) = 0.220->0.060 k/ft, Extent= 0.0->> 4.50 ft, Trib Width= 1.0 ft Point Load: D= 1.10, L=2.90k@4.50ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb :Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = = = = = o.33a 1 5.25x16 1,049.08psi 3, 100.00psi +D+L+H 14.000ft Span# 1 0.165 in -0.067 in 0.227 in -0.093 in Maximum Shear Stress Ratio Section used for this span fv: Actual Ratio= Ratio= Ratio= Ratio= Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 656 2502 474 1813 Maxirpum i=orces & Stresses for L<>ad Combinijtions Load Combination Max S1ress Ratios Moment Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct cl M fb +D+H Length= 14.0 ft 1 0.103 0.086 0.90 1.000 1.00 1.00 1.00 1.00 1.00 5.39 288.50 Length = 4.50 ft 2 0.103 0.086 0.90 1.000 1.00 1.00 1.00 1.00 1.00 5.39 288.50 +D-+l-+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 14.0 ft 1 0.338 0.282 1.00 1.000 1.00 1.00 1.00 1.00 1.00 19.58 1,049.08 Length = 4.50 ft 2 0.338 0.282 1.00 1.000 1.00 1.00 1.00 1.00 1.00 19.58 1,049.08 +D-+lr-+H 1.000 1.00 1.00 1.00 1.00 1.00 = = = = = F'b 0.00 2790.00 2790.00 0.00 3100.00 3100.00 0.00 Design OK V 0.00 1.24 1.24 0.00 4.51 4.51 0.00 0.282: 1 5.25x16 80.50 psi 285.00psi +D+L+H 14.000ft Span# 1 Shear Values fv 0.00 F'v 0.00 22.14 256.50 22.14 256.50 0.00 0.00 80.50 285.00 80.50 285.00 0.00 0.00 Qualls Engineering Project Title: Hirschkoff Residence d-;? Structural Engineering Services EnQineer: JG Project ID: 14169 4403 Manchester Ave#203 Proiect Descr: Encinitas, CA 92024 (760) 652-9257 Quallsen .com :Wood l;J~am-: File"' c:\Useis\QUALLS-1\Dro~014JCr.1\1~ 169-,-1\<;:ALCUL '-1\HIRSCH-1.EC6. .· .. · · . . . . .ENEReALC,.INC3. 1983-2015, Build:6.15.1:19, Ver:6.15,1.19 . t •II •;,., . . . II • . .. Description : FB-2 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb Pb V fv F'v Length= 14.0 ft 1 0.074 0.062 1.25 1.000 1.00 1.00 1.00 1.00 1.00 5.39 288.50 3875.00 1.24 22.14 356.25 Length = 4.50 ft 2 0.074 0.062 1.25 1.000 1.00 1.00 1.00 1.00 1.00 5.39 288.50 3875.00 1.24 22.14 356.25 -i-O+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.081 0.068 1.15 1.000 1.00 1.00 1.00 1.00 1.00 5.39 288.50 3565.00 1.24 22.14 327.75 Length = 4.50 ft 2 0.081 0.068 1.15 1.000 1.00 1.00 1.00 1.00 1.00 5.39 288.50 3565.00 1.24 22.14 327.75 -i-D-t0.750Lr-+0.750L +H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.222 0.185 1.25 1.000 1.00 1.00 1.00 1.00 1.00 16.03 858.94 3875.00 3.69 65.91 356.25 Length = 4.50 ft 2 0.222 9,185 1.25 1.000 1.00 1.00 1.00 1.00 1.00 16.03 858.94 3875.00 3.69 65.91 356.25 -i0-+0.750L-+0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.241 0.201 1.15 1.000 1.00 1.00 1.00 1.00 1.00 16.03 858.94 3565.00 3.69 65.91 327.75 Length = 4.50 ft 2 0.241 0.201 1.15 1.000 1.00 1.00 1.00 1.00 1.00 16.03 858.94 3565.00 3.69 65.91 327.75 +D-+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 14.0 ft 1 0.058 0.049 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.39 288.50 4960.00 1.24 22.14 456.00 Length = 4.50 ft 2 0.058 0.049 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.39 288.50 4960.00 1.24 22.14 456.00 -i0-+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.058 0.049 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.39 288.50 4960.00 1.24 22.14 456.00 Length = 4.50 ft 2 0.058 0.049 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.39 288.50 4960.00 1.24 22.14 456.00 -i-0-+0. 750Lr-+O. 750L-+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 14.0 ft 1 0.173 0.145 1.60 1.000 1.00 1.00 1.00 1.00 1.00 16.03 858.94 4960.00 3.69 65.91 456.00 Length = 4.50 ft 2 0.173 0.145 1.60 1.000 1.00 1.00 1.00 1.00 1.00 16.03 858.94 4960.00 3.69 65.91 456.00 -tD-+0:750L-+0.750S-t0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 14.0 ft 1 0.173 0.145 1.60 1.000 1.00 1.00 1.00 1.00 1.00 16.03 858.94 4960.00 3.69 65.91 456.00 Length = 4.50 ft 2 0.173 0.145 1.60 1.000 1.00 1.00 1.00 1.00 1.00 16.03 858.94 4960.00 3.69 65.91 456.00 -tD-+0.750L-+0.750S-+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.173 0.145 1.60 1.000 1.00 1.00 1.00 1.00 1.00 16.03 858.94 4960.00 3.69 65.91 456.00 Length = 4.50 ft 2 0.173 0.145 1.60 1.000 1.00 1.00 1.00 1.00 1.00 16.03 858.94 4960.00 3.69 65.91 456.00 -+0.60D-t0.60W-t0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.035 0.029 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.23 173.10 4960.00 0.74 13.28 456.00 Length = 4.50 ft 2 0.035 0.029 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.23 173.10 4960.00 0.74 13.28 456.00 -+0.60D-+0.70E-+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.035 0.029 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.23 173.10 4960.00 0.74 13.28 456.00 Length= 4.50 ft 2 0.035 0.029 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.23 173.10 4960.00 0.74 13.28 456.00 Overal_l Maximum Deflections Load Combination Span Max.•.• Deft Location in Span Load Combination Max.•+• Deft Location in Span 1 0.0000 0.000 +D+l+H -0.0926 8.212 -i-O+l+H 2 0.2271 4.500 0.0000 8.212 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support1 Support2 Support3 Overall MAXimum -1.045 7.785 Overall MINimum -0.173 1.283 -tD+H -0.288 2.138 -tO+L+H -1.045 7.785 -tD+lr+H -0.288 2.138 -i-O+S+H -0.288 2.138 -tD-+0.750Lr-+0.750L +H -0.856 6.374 +D-+0.750L -i-0.750S+H -0.856 6.374 -tD-+0.60W+H -0.288 2.138 -i0-+0.70E+H -0.288 2.138 -i0-t0.750Lr-+0.750L-+0.450W+H -0.856 6.374 -tD-t0.750L-+0.750S-+0.450W+H -0.856 6.374 +D-+0.750L-+0.750S-+0.5250E+H -0.856 6.374 -+0.60D-+0.60W-+0.60H -0.173 1.283 -+0.60D-t0.70E-t0.60H -0.173 1.283 DOnly -0.288 2.138 Lr Only LOnly -0.757 5.647 SOnly WOnly Qualls Engineering Structural Engineering Services 4403 Manchester Ave #203 Encinitas, CA 92024 (760} 652-9257 Quallsen .com : Wood:.'Bearri ·. •••• • •• t ,, Description : FB-2 Vertical ·Reactions · Load Combination EOnly HOnly •.·. :• Support 1 Support2 Project Title: Hirschkoff Residence Engineer: JG ProJect Descr: J. '1 Project ID: 14169 . . · File= c:\Useis\QL!AU:S..:1\D~pbox\2014,10:-1\141(!9--1\CALCUL :..111-11RSCH.,.f.EC'a. · .--ENERCALC; INC_:1983:-2015, BuHd;S, 15. 1:1°9; Vei:6.15.1.19 • • • II • . .. Support notation : Far left is #1 Values in KIPS Support3 Qualls Engineering Project Title: Hirschkoff Residence ~) Project ID: 14169 Structural Engineering Services 4403 Manchester Ave#203 Encinitas, CA 92024 (760) 652-9257 Quallsen .com En~ineer: JG Pro1ect Descr: Wood Beain: . ·:. . F"rle;: c:\Users\QUALLS-,1\Dropbox\2014J0-1\14169--1\CALCUL-1\HIRSCH-1.EC6 . . ENE8CALC, INC.1983-2015:eulfd:6,15:1.19,'Vei:6.15,1.19 . . . .. ·: -~ Description : FB-6 CODE, REFERENCES . Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties --. - Analysis Method: Allowable Stress Design Fb-Tension 3,100.0psi 3,100.0psi 3,000.0psi E: Modulus of Elasticity Load Combination ASCE 7-1 0 Fb -Compr Fc-Pril Wood Species : Boise Cascade Fe-Perp Wood Grade : Versa Lam 3100 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsion buckling 5.25x16 Span= 20.0 ft 0(2.667) L(? .113) 750.0psi 285.0psi 2,100.0psi 0(1.38) L{3.68) Ebend-xx 2,000.0ksi Eminbend-xx 2,000.0ksi Density 32.210pcf D(0.18) L(0.48) 5.25x16 Span =4.0ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 PointLoad: 0=2.667, L=7.113k(1v,14.0ft Point Load : D = 1.380, L = 3.680 k (1v, 18.0 ft Load for Span Number 2 PointLoad: D=0.180, L=0.480k(1v,4.0ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb: Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = = = = = 0.640 1 5.25x16 1,983.94psi 3,100.00psi Maximum Shear Stress Ratio Section used for this span fv: Actual +D+L+H 13.966ft Span# 1 0.282 in Ratio = -0.236 in Ratio= 0.387 in Ratio= -0.324 in Ratio= Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 852 406 620 296 Maximum Forces & S,:ress~ for Load Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd CFN Cj Cr Cm .ct CL M fb +D+H Length = 20.0 ft 1 0.194 0.190 0.90 1.000 1.00 1.00 1.00 1.00 1.00 10.10 541.03 Length = 4.0 ft 2 0.014 0.190 0.90 1.000 1.00 1.00 1.00 1.00 1.00 0.72 38.57 +D+l+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 20.0 ft 1 0.640 0.627 1.00 1.000 1.00 1.00 1.00 1.00 1.00 37.03 1,983.94 Length = 4.0 ft 2 0.046 0.627 1.00 1.000 1.00 1.00 1.00 1.00 1.00 2.64 141.43 +D+lr+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 20.0 ft 1 0.140 0.137 1.25 1.000 1.00 1.00 1.00 1.00 1.00 10.10 541.03 = = = = = F'b 0.00 2790.00 2790.00 0.00 3100.00 3100.00 0.00 3875.00 Design OK V 0.00 2.73 0.18 0.00 10.01 0.66 0.00 2.73 0.627: 1 5.25x16 178.80 psi 285.00 psi +D+L+H 18.101 ft Span#1 Shear Values fv 0.00 F'v D.OD 48.76 256.50 48.76 256.50 0.00 0.00 178.80 285.00 178.80 285.00 0.00 0.00 48.76 356.25 ' ~(o Qualls Engineering Project Title: Hirschkoff Residence Structural Engineering Services Engineer: JG ProiectlD: 14169 4403 Manchester Ave #203 Proiect Descr: Encinitas, CA 92024 (760) 652-9257 Quallsen .com :,w.ooci.."Beam .. :-:·_'.. . . -Flle·:a c:\Users\QUALL~1\0ropbox\201!1J0--1114169--1\CAlCUL '-1\HIRSCH~tEC6 ,;·,,· .. --. --.. , . . · . · . · · ENERCAf.C, 1Nc.1!!£.201s; Build:e.1s:1:1s, Yet:6.15.1.19' I• II•" . .. • . . . Description: FB-6 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C; Cr Cm Ct CL M fb F'b V fv F'v Length = 4.0 ft 2 0.010 0.137 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.72 38.57 3875.00 0.18 48.76 356.25 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.152 0.149 1.15 1.000 1.00 1.00 1.00 1.00 1.00 10.10 541.03 3565.00 2.73 48.76 327.75 Length = 4.0 ft 2 0.011 0.149 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.72 38.57 3565.00 0.18 48.76 327.75 +D+0.750Lr+0.750L +H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.419 0.411 1.25 1.000 1.00 1.00 1.00 1.00 1.00 30.30 1,623.21 3875.00 8.19 146.29 356.25 Length = 4.0 ft 2 0.030 0.411 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.16 115.71 3875.00 0.54 146.29 356.25 +D+0.750L +0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.455 0.446 1.15 1.000 1.00 1.00 1.00 1.00 1.00 30.30 1,623.21 3565.00 8.19 146.29 327.75 Length = 4.0 ft 2 0.032 0.446 1.15 1.000 1.00 1.00 1.00 1.00 1.00 2.16 115.71 3565.00 0.54 146.29 327.75 +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.109 0.107 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.10 541.03 4960.00 2.73 48.76 456.00 Length = 4.0 ft 2 0.008 0.107 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.72 38.57 4960.00 0.18 48.76 456.00 +D+0.701:+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.109 0.107 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.10 541.03 4960.00 2.73 48.76 456.00 Length = 4.0 ft 2 0.008 0.107 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.72 38.57 4960.00 0.18 48.76 456.00 +D+0.750Lr+0.750L +0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.327 0.321 1.60 1.000 1.00 1.00 1.00 1.00 1.00 30.30 1,623.21 4960.00 8.19 146.29 456.00 Length = 4.0 ft 2 0.023 0.321 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.16 115.71 4960.00 0.54 146.29 456.00 +D+0.750L +0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.327 0.321 1.60 1.000 1.00 1.00 1.00 1.00 1.00 30.30 1,623.21 4960.00 8.19 146.29 456.00 Length = 4.0 ft 2 0.023 0.321 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.16 115.71 4960.00 0.54 146.29 456.00 +D+0.750L+0.750S+0.5250e+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 20.0 ft 1 0.327 0.321 1.60 1.000 1.00 1.00 1.00 1.00 1.00 30.30 1,623.21 4960.00 8.19 146.29 456.00 Length = 4.0 ft 2 0.023 0.321 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.16 115.71 4960.00 0.54 146.29 456.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.065 0.064 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.06 324.62 4960.00 1.64 29.26 456.00 Length = 4.0 ft 2 0.005 0.064 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.43 23.14 4960.00 0.11 29.26 456.00 +0.60D+0.70e+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 · 0.065 0.064 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.06 324.62 4960.00 1.64 29.26 456.00 Length = 4.0 ft 2 0.005 0.064 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.43 23.14 4960.00 0.11 29.26 456.00 Overall·Maxi!JlUffl Deflections ... Load Combination Span Max.·-· Dell Location in Span Load Combination Max. •+•Dell Location in Span +D+L+H 1 0.3871 12626 0.0000 0.000 2 0.0000 12.626 +D+L+H -0.3241 4.000 Vertical Reactions . . Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support2 Support3 Overall MAXimum 4.827 10.673 Overall MINimum 0.790 1.746 +D+H 1.316 2.911 +D+L+H 4.827 10.673 +D+Lr+H 1.316 2.911 +D+S+H 1.316 2.911 +D+0.750Lr+0.750L +H 3.950 8.732 +D+0.750L +0.750S+H 3.950 8.732 +D+0.60W+H 1.316 2.911 +D+0.70E+H 1.316 2.911 +D+0.750Lr+0.750L +0.450W+H 3.950 8.732 +D+0.750L +0.750S+0.450W+H 3.950 8.732 +0+0.750L +0.750S+0.5250E+H 3.950 8.732 +0.60D+0.60W+0.60H 0.790 1.746 +0.60D+0.70E+0.60H 0.790 1.746 DOnly 1.316 2.911 Lr Only LOnly 3.511 7.762 SOnly WOnly EOnly Qualls Engineering Structural Engineering Services 4403 Manchester Ave#2.03 Encinitas, CA 92024 (760) 652-9257 Quallsen .com I• I I•;,;, Description : FB-6 . Vertical Reactions Load Combination HOnly Support1 Support2 Support3 Project Title: Hirschkoff Residence Engineer: JG Project Descr: -a7 Project ID: 14169 Flle'=·c:\Users\QUALL&-1\Dropliox\2014JCr.1\14169-1\CALCUL-1\HIRSCH~1.EC6 . . . . · .. , .. · ENERCALC, INC •. 1983-2015,.Buikl:6.15:1.19, Ver.6'.15.1:19 :: . . . " . . .. Support notation : Far left is #1 Values in KIPS Qualls Engineering Structural Engineering Services 4403 Manchester Ave #203 Encinitas, CA 92024 (760) 652-9257 Quallsen .com '.W0Qct.'sei1nl' · .:· ·-· .. Description : FB-9 CODE REFERENCES Project Title: Hirschkoff Residence Engineer: JG Project Descr. )..~ Project ID: 14169 •. · File;= c:\Useis\QUALLS-:1\Diopl)Qx\2014J0:-1\1{1~1\9A~CUL-1\HIRSCH-,1.EC6 . ·.·. . ·. . ENEBCAtC, INC.1983-2015, Bulld:6.15:1.19, 'let.6.15.1.19. . . . . . . . .. Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Fb-Tension Fb-Compr Fc-Prll Fc-Perp 3,100.0psi 3,100.0psi 3,000.0psi E: Modulus of Elasticity Wood Species : Boise Cascade Wood Grade : Versa Lam 3100 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.41) L(1.09) Span= 17.0 ft 750.0psi 285.0psi 2,100.0psi Ebend-xx 2,000.0ksi Eminbend -xx 2,000.0 ksi Density 32.210pcf Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 VaryinQ Uniform Load : D(S,E) = 0.1350->0.2250, L(S,E) = 0.360->0.60 klft, Extent= 0.0 -» 17.0 ft, Trib Width = 1.0 ft Point Load: D = 0.410, L = 1.090 k@l 7.0 ft . DESIGN SUMMARY Design OK Maximum-Bending Stress Ratio = 0.50S 1 Maximum Shear Stress Ratio = 0.353: 1 Section used for this span 5.25x16 Section used for this span 5.25x16 fb :Actual = 1,564.53psi fv: Actual = 100.66 psi FB : Allowable = 3, 100.00psi Fv : Allowable = 285.00 psi Load Combination -t{}tl-tH Load Combination -tO-tl+H Location of maximum on span = 7.942ft Location of maximum on span = 15.697ft Span # where maximum occurs = Span#1 Span # where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.305 in Ratio = 669 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.419 in Ratio= 486 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Maximum_forces & $tresse$ for Load·Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cct CFN Ci Cr Cm C t CL M lb Pb V fv F'v -+O+H 0.00 0.00 0.00 0.00 Length = 17 .0 ft 1 0.153 0.107 0.90 1.000 1.00 1.00 1.00 1.00 1.00 7.97 426.87 2790.00 1.54 27.46 256.50 -+O+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 17 .0 ft 1 0.505 0.353 1.00 1.000 1.00 1.00 1.00 1.00 1.00 29.20 1,564.53 3100.00 5.64 100.66 285.00 -+O+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 17 .0 ft 1 0.110 a.on 1.25 1.000 1.00 1.00 1.00 1.00 1.00 7.97 426.87 3875.00 1.54 27.46 356.25 -+O+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 17.0 ft 1 0.120 0.084 1.15 1.000 1.00 1.00 1.00 1.00 1.00 7.97 426.87 3565.00 1.54 27.46 327.75 -+O-t-0.750Lr-t-0.750L +H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 17.0 ft 1 0.330 0.231 1.25 1.000 1.00 1.00 1.00 1.00 1.00 23.90 1,280.11 3875.00 4.61 82.36 356.25 Qualls Engineering Structural Engineering Services 4403 Manchester Ave #203 Encinitas, CA 92024 (760) 652-9257 Quallsen .com · Wood' Beam:. :·.-··. . . <. ,,: • . . ,, . t • I I • ~ • Description: FB-9 Load Combination Max Stress Ratios Segment Length Span# M V +D+O. 750L +O. 750S+H Length = 17.0 ft 1 0.359 0.251 +D-+0.60W+H Length= 17.0 ft 1 0.086 0.060 +D-+0.70E+H Length = 17 .0 ft 1 0.086 0.060 +D+0.750Lr+0.750L-+0.450W+H Length = 17 .0 ft 1 0.258 0.181 +D+0.750L +0.750S+0.450W+H Length = 17 .0 ft 1 0.258 0.181 +D+0.750L +0.750S+0.5250E+H Length= 17.0 ft 1 0.258 0.181 +0.60D+0.60W+0.60H Length= 17.0 ft 1 0.052 0.036 +0.60D+0.70E+0.60H Length= 17.0 ft 1 0.052 0.036 Overall Maximum Deflections Load Combination Span +D+L+H 1 Vertical Reactions Load Combination Support1 Overall MAXimum 6.025 Overall MINimum 0.986 +D+H 1.644 +D+L+H 6.025 +D+Lr+H 1.644 +D+S+H 1.644 +D+0.750Lr+0.750L +H 4.930 +D-+0.750L-+0.750S+H 4.930 +D+0.60W+H 1.644 +D+0.70E+H 1.644 +D+0.750Lr+0.750L +0.450W+H 4.930 +D+0.750L +O. 750S+0.450W+H 4.930 +D+0.750L+0.750S+0.5250E+H 4.930 +0.60D+0.60W+0.60H 0.986 +0.60D+0.70E+0.60H 0.986 DOnly 1.644 Lr Only LOnly 4.381 SOnly WOnly EOnly H Only Cd CFN 1.000 1.15 1.000 1.000 1.60 1.000 1.000 1.60 1.000 1.000 1.60 1.000 1.000 1.60 1.000 1.000 1.60 1.000 1.000 1.60 1.000 1.000 1.60 1.000 Max.·-· Dell 0.4192 Support2 6.695 1.096 1.826 6.695 1.826 1.826 5.478 5.478 1.826 1.826 5.478 5.478 5.478 1.096 1.096 1.826 4.869 Project Title: Hirschkoff Residence En9ineer: JG Project Descr: ··~7 ProjectlD: 14169 . ·.·' .. File = c:\Users\QUALLS'-1\Dropboxl2014;J0-1\14169--1\CALCUL-11HIRSCH-1.EC6 · .. · . : .... :ENERGALC;INC.1.983,:i015,,Bulid:6:15.1.19, Ver.6:15.1.19 ---II . Moment Values Shear Values Ci Cr Cm Ct CL M lb Pb V fv F'v 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 23.90 1,280.11 3565.00 4.61 82.36 327.75 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 7.97 426.87 4960.00 1.54 27.46 456.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 7.97 426.87 4960.00 1.54 27.46 456.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 23.90 1,280.11 4960.00 4.61 82.36 456.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 23.90 1,280.11 4960.00 4.61 82.36 456.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 23.90 1,280.11 4960.00 4.61 82.36 456.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 4.78 256.12 4960.00 0.92 16.47 456.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 4.78 256.12 4960.00 0.92 16.47 456.00 Location in Span Load Combination Max. •+• Dell Location in Span 8.500 0.0000 0.000 Support notation : Far left is #1 Values in KIPS j Qualls Engineering Structural Engineering Services 4403 Manchester Ave #203 Encinitas, CA 92024 (760) 652-9257 Quallsen .com · Woocf.Beam·. . . ·-·. Description: FB-12 CODE REFERENCES -.: . Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-1 O Material Properties Project Title: Hirschkoff Residence EnQineer: JG ProJect Descr: 50 Project ID: 14169 File = c:\User.;\QUAU.S-1\Diopbox\2014.,I0'-1\141sg.:...1\CALCUL -1\f'!IRSCH-1.EC6 · · ENERCALC,INC:1983-2016, Build:o.15.1.19, Ver:6.15.1.19, . . . . . . .. Analysis Method : Allowable Stress Design Fb -Tension 3,100.0psi 3,100.0psi 3,000.0psi E: Modulus of Elasticity Load Combination :A.SCE 7-10 Fb-Compr Fc-Prll Wood Species : Boise Cascade Fe-Perp Wood Grade : Versa Lam 3100 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Span = 24.0 ft 750.0psi 285.0psi 2,100.0psi Ebend-xx 2,000.0ksi Eminbend-xx 2,000.0ksi Density 32.210pcf Span= 2.0 ft · Applied .Loads Service loads entered. Load Factors will be applied for calculations. Loads on all spans ... Unifonn Load on ALL spans : D = 0.020, L = 0.0530 k/ft Load for Span Number 1 Point Load: D= 0.0540, L= 0.1450 k (cit 15.0ft DESIGN.SUMMARY Maximum Bending Stress Ratio = 0.13a 1 Maximum Shear Stress Ratio Section used for this span 5.25x14 Section used for this span fb: Actual = 427.56psi fv: Actual FB : Allowable = 3, 100.00psi Fv : Allowable Load Combination +D+L-tH Load Combination Location of maximum on span = 13.006ft Location of maximum on span Span# where maximum occurs = Span# 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.191 in Ratio= 1506 Max Upward Transient Deflection -0.050 in Ratio= 954 Max Downward Total Deflection 0.263 in Ratio = 1094 Max Upward Total Deflection -0.069 in Ratio= 692 · Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M fb -+O+H Length = 24.0 ft 1 0.042 0.020 0.90 1.000 1.00 1.00 1.00 1.00 1.00 1.67 116.96 Length = 2.0 ft 2 0.001 0.020 0.90 1.000 1.00 1.00 1.00 1.00 1.00 0.04 2.80 -t!M.+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 24.0 ft 1 0.138 0.066 1.00 1.000 1.00 1.00 1.00 1.00 1.00 6.11 427.56 Length = 2.0 ft 2 0.003 0.066 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.15 10.22 -+O+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 24.0 ft 1 0.030 0.015 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.67 116.96 Length = 2.0 ft 2 0.001 0.015 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.04 2.80 Design OK = 0.066: 1 5.25x14 = 18.94 psi = 285.00 psi +D+L-tH = 22.927ft = Span# 1 Shear Values F'b V fv F'v 0.00 0.00 0.00 0.00 2790.00 0.25 5.18 256.50 2790.00 0.02 5.18 256.50 0.00 0.00 0.00 0.00 3100.00 0.93 18.94 285.00 3100.00 0.06 , 18.94 285.00 0.00 0.00 0.00 0.00 3875.00 0.25 5.18 356.25 3875.00 0.02 5.18 356.25 'I Qualls Engineering Structural Engineering Services 4403 Manchester Ave #203 Project Title: Hirschkoff Residence En~ineer: JG ProJect Descr: Project ID: 14169 Encinitas, CA 92024 (760) 652-9257 Quallsen .com .. w~ocf-B,~it~: i ·.<.:.-·· .. : · .. .-· .. :· .. '=· ·. .. . , -.. . File ::! c:\Users\QUALLS-,.110ropb{,it\2014J0-1\141oo-;..11CALCUL ;_1\HIRSGH--:1.EC6 . ·-.. · ' .. ·,. . , ... ' .. -. · -. . .ENERCAtC,.INC:-1983-2015;.Buikl:6.15. 1;19, Vei:6.15. 1:19. . ,_ :-,.' t • I I • ~ , . . . " . • . . Description: FB-12 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cj Cr Cm Ct CL M lb Pb V fv F'v +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.033 0.016 1.15 1.000 1.00 1.00 1.00 1.00 1.00 1.67 116.96 3565.00 0.25 5.18 327.75 Length = 2.0 ft 2 0.001 0.016 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.04 2.80 3565.00 0.02 5.18 327.75 +D+0.750Lr+0.750L +H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.090 0.044 1.25 1.000 1.00 1.00 1.00 1.00 1.00 5.00 349.91 3875.00 0.76 15.50 356.25 Length = 2.0 ft 2 0.002 0.044 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.12 8.36 3875.00 0.05 15.50 356.25 +D+0.750L +0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.098 0.047 1.15 1.000 1.00 1.00 1.00 1.00 1.00 5.00 349.91 3565.00 0.76 15.50 327.75 Length = 2.0 ft 2 0.002 0.047 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.12 8.36 3565.00 0.05 15.50 327.75 +D+O.SOW+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.024 0.011 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.67 116.96 4960.00 0.25 5.18 456.00 Length = 2.0 ft 2 0.001 0.011 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.04 2.80 4960.00 0.02 5.18 456.00 +D-+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 24.0 ft 1 0.024 0.011 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.67 116.96 4960.00 0.25 5.18 456.00 Length= 2.0 ft 2 0.001 0.011 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.04 2.80 4960.00 0.02 5.18 456.00 +D-i-0.750Lr+0.750L +0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.071 0.034 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.00 349.91 4960.00 0.76 15.50 456.00 Length = 2.0 ft 2 0.002 0.034 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.12 8.36 4960.00 0.05 15.50 456.00 +D-+0.750L +0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.071 0.034 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.00 349.91 4960.00 0.76 15.50 456.00 Length = 2.0 ft 2 0.092 0.034 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.12 8.36 4960.00 0.05 15.50 456.00 +0-+0. 750L-+O. 750S-+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.071 0.034 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.00 349.91 4960.00 0.76 15.50 456.00 Length = 2.0 ft 2 0.002 0.034 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.12 8.36 4960.00 0.05 15.50 456.00 +0.60D-t0.60W-+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.014 0.007 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.00 70.18 4960.00 0.15 3.11 456.00 Length = 2.0 ft 2 0.000 0.007 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.02 1.68 4960.00 0.o1 3.11 456.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.0 ft 1 0.014 0.007 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.00 70.18 4960.00 0.15 3.11 456.00 Length = 2.0 ft 2 0.000 0.007 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.02 1.68 4960.00 0.01 3.11 456.00 Overall.Maximum Deflecti9ns Load Combination Span Max."-" Dell Location in Span Load Combination Max. •+• Dell Location in Span +D+L+H 1 0.2632 12.201 0.0000 0.000 2 0.0000 12.201 +D+L+H --0.0692 2.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support2 Support3 Overall MAXimum 0.945 1.152 Overall MINimum 0.155 0.189 +D+H 0.259 0.315 +D+L+H 0.945 1.152 +D+Lr+H 0.259 0.315 +D+S+H 0.259 0.315 +D+0.750Lr+0.750L +H 0.773 0.943 +D-+0.750L-+0.750S+H o.n3 0.943 +D-+0.60W+H 0.259 0.315 +D-+0.70E+H 0.259 0.315 +D-+0.750Lr+0.750L-i-0.450W+H o.n3 0.943 +D+0.750L +0.750S-i-0.450W+H 0.773 0.943 +D-+0.750L-+0.750S-+0.5250E+H o.n3 0.943 -i-0.60D+0.60W-+0.60H 0.155 0.189 -i-0.60D-+0.70E-+0.60H 0.155 0.189 DOnly 0.259 0.315 Lr Only LOnly 0.686 0.837 SOnly WOnly EOnly HOnly Qualls Engineering Structural Engineering Services 4403 Manchester Ave #203 Encinitas, CA 92024 (760) 652-9257 Quallsen .com Description: FB-15 CODE REF.ERENCES .. ·., ... ·- Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE-7-10 Material Properties Project Title: Hirschkoff Residence Engineer: JG Proiect Descr: --5.J.. Project ID: 14169 'RI~= c:\Users\QUALLS-1\Dn,pbox\2014J0,.1\14169---1\CALCUL ~11HIRSCH-:-1.EC6 ENERCALC,JNC •. 1983:'2015, Bulkl:6.15;1.19, Ver:6.15:tts .. • • . fl • . .. Analysis Method : Allowable Stress Design Fb -Tension 3,100.0psi 3,100.0psi 3,000.0psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb -Compr Fc-Prtl Wood Species : Boise Cascade Fe· Perp Wood Grade : Versa Lam 3100 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsion buckling + + Span = 18.0 ft + 750.0psi 285.0psi 2,100.0psi + Ebend-xx 2,000.0ksi Eminbend-xx 2,000.0ksi Density 32.210pcf D(0.495 L(1.32) Span=S.Oft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.020, L = 0.0530 • Tributary Width= 1.0 ft Load for Span Number 2 Point Load : D = 0.4950, L = 1.320 k ~ 6.0 ft DESIGN-SUMMARY . Maximum Bending Stress Ratio = 0.2821 Maximum Shear Stress Ratio Section used for this span 3.5x16 Section used for this span fb :Actual = 875.09psi fv :Actual FB : Allowable = 3,100.00psi Fv : Allowable Load Combination +D+L+H Load Combination Location of maximum on span = 18.000ft Location of maximum on span Span # where maximum occurs = Span# 1 Span# where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.219 in Ratio= 658 Max Upward Transient Deflection -0.070 in Ratio= 3097 Max Downward Total Deflection 0.301 in Ratio = 478 Max Upward Total Deflection ~0.096 in Ratio = 2255 Maximum Forces & stresses for Load C9mbinations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd CFN Cj Cr Cm C t CL M lb -t-O+H Length = 18.0 ft 1 0.086 0.052 0.90 1.000 1.00 1.00 1.00 1.00 1.00 2.97 238.66 Length = 6.0 ft 2 0.086 0.052 0.90 1.000 1.00 1.00 1.00 1.00 1.00 2.97 238.66 -t-D+l+H 1.000 1.00 1.00 1.00 1.00 1.00 Length= 18.0 ft 1 0.282 0.171 1.00 1.000 1.00 1.00 1.00 1.00 1.00 10.89 875.09 Length = 6.0 ft 2 0.282 0.171 1.00 1.000 1.00 1.00 1.00 1.00 1.00 10.89 875.09 -t-D+lr+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 18.0 ft 1 0.062 0.037 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.97 238.66 Length = 6.0 ft 2 0.062 0.037 125 1.000 1.00 1.00 1.00 1.00 1.00 2.97 238.66 Design OK = 0.171 :1 3.5x16 = 48.62 psi = 285.00 psi +D+L+H = 18.000ft = Span#1 Shear Values F'b V fv Pv 0.00 0.00 0.00 0.00 2790.00 0.50 13.26 256.50 2790.00 0.50 13.26 256.50 0.00 0.00 0.00 0.00 3100.00 1.82 48.62 285.00 3100.00 1.82 48.62 285.00 0.00 0.00 0.00 0.00 3875.00 0.50 13.26 356.25 3875.00 0.50 13.26 356.25 I ·33 Qualls Engineering Project Title: Hirschkoff Residence Structural Engineering Services Engineer: JG Project ID: 14169 4403 Manchester Ave #203 Project Descr: Encinitas, CA 92024 (760) 652-9257 Quallsen .com . Wooc:f' $earn:: : · File~ c:\Users\QUALlS-11Dropliox\2014J0-1\14169-1\C/iLCU[.:1\HIRSCH,.1.EC6 :-:· . '• . · . · ENERCALC. INC •. 1983:-2015, Build:6.15.1.19, Ver.6.15:1.19· .. . .. II • • . . Description : FB-15 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm C t CL M lb Pb V fv F'v +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 18.0 ft 1 0.067 0.040 1.15 1.000 1.00 1.00 1.00 1.00 1.00 2.97 238.66 3565.00 0.50 13.26 327.75 Length = 6.0 ft 2 0.067 0.040 1.15 1.000 1.00 1.00 1.00 1.00 1.00 2.97 238.66 3565.00 0.50 13.26 327.75 +D+0.750Lr+0.750L +H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 18.0 ft 1 0.185 0.112 1.25 1.000 1.00 1.00 1.00 1.00 1.00 8.91 715.98 3875.00 1.49 39.78 356.25 Length = 6.0 ft 2 0.185 0.112 1.25 1.000 1.00 1.00 1.00 1.00 1.00 8.91 715.98 3875.00 1.49 39.78 356.25 -t0+0.750L +0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 18.0 ft 1 0.201 0.121 1.15 1.000 1.00 1.00 1.00 1.00 1.00 8.91 715.98 3565.00 1.49 39.78 327.75 Length = 6.0 ft 2 0.201 0.121 1.15 1.000 1.00 1.00 1.00 1.00 1.00 8.91 715.98 3565.00 1.49 39.78 327.75 +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 18.0 ft 1 0.048 0.029 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.97 238.66 4960.00 0.50 13.26 456.00 Length = 6.0 ft 2 0.048 0.029 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.97 238.66 4960.00 0.50 13.26 456.00 -t0+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 18.0 ft 1 0.048 0.029 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.97 238.66 4960.00 0.50 13.26 456.00 Length = 6.0 ft 2 0.048 0.029 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.97 238.66 4960.00 0.50 13.26 456.00 +D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 18.0 ft 1 0.144 0.087 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.91 715.98 4960.00 1.49 39.78 456.00 Length = 6.0 ft 2 0.144 0.087 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.91 715.98 4960.00 1.49 39.78 456.00 -t0+0.750L +0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 18.0 ft 1 0.144 0.087 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.91 715.98 4960.00 1.49 39.78 456.00 Length = 6.0 ft 2 0.144 0.087 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.91 715.98 4960.00 1.49 39.78 456.00 +D+0.750L +0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 18.0 ft 1 0.144 0.087 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.91 715.98 4960.00 1.49 39.78 456.00 Length = 6.0 ft 2 0.144 0.087 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.91 715.98 4960.00 1.49 39.78 456.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 18.0 ft 1 0.029 0.017 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.78 143.20 4960.00 0.30 7.96 456.00 Length = 6.0 ft 2 0.029 0.017 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.78 143.20 4960.00 0.30 7.96 456.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 18.0 ft 1 0.029 0.017 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.78 143.20 4960.00 0.30 7.96 456.00 Length = 6.0 ft 2 0.029 0.017 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.78 143.20 4960.00 0.30 7.96 456.00 _. Overall'M~im·um Deflections Load Combination Span Max.·-· Dell Location in Span Load Combination Max. '+"Dell Location in Span 1 0.0000 0.000 +D+L+H -0.0958 11.564 +D+L+H 2 0.3007 6.000 0.0000 11.564 Vertical Rea_ctioos Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support2 Support3 Overall MAXimum 0.052 3.077 Overall MINimum 0.009 0.504 +D-tH 0.015 0.840 +D+L+H 0.052 3.077 +D+Lr+H 0.015 0.840 +D+S+H O.D15 0.840 -t0+0.750Lr+0.750L +H 0.043 2.518 +D+0.750L +0.750S+H 0.043 2.518 +D+0.60W+H 0.015 0.840 +0+0.70E+H 0.015 0.840 +D+0.750Lr+0.750L +0.450W+H 0.043 2.518 +D+0.750L +0. 750S+0.450W+H 0.043 2.518 +D+0.750L +0.750S+0.5250E+H 0.043 2.518 +0.60D+0.60W+0.60H 0.009 0.504 +0.60D+0.70E+0.60H 0.009 0.504 DOnly 0.015 0.840 Lr Only LOnly 0.037 2.237 SOnly WOnly E Only HOnly Qualls Engineering Stmctural Engineering Services Project +}n~~C)i-te()"f"V Engineer: ~ bl Lateral Design Seismic V=C.W-:::. 0,t"a4 W W= Total Dead Load Roof Diaphragm ·JwO-O f ~ • IS ~F Exterior Walls :} 00 Pc" • I O /~ ft t. \ S°fS F InteriorWalls iao· F-t .. ,ry.,Ff;-0 7f5"r Floor I: ~lJOOO ., IS" ooo I 10 ,~oo l/0,/~ Diaphragm ~~ oe-f>t ~ & IS-PS F ~ 5 ,ooo Exterior Walls ~DC>~• J¾-. Pt• IS"fS i'"' -t 15,000':lt- InteriorWalls 300.ft-e ll>/c). fb • 1f'SF t JD,~ro-# -:so, '000 ~ I 1 001.> r yq1ooo Tot.alDeadLoad = .l/'f, ~(JG--tF--1-T'l;OO~:::: f5 s>~ :H: Base Shear V = C,W = I 3 i ,f;t'):) '11' (0.1.;l l.f) :a / Cu,f: S-4 :J-1 V erti.cal Distribution W1ha. Wxlk) hx (ft) Wxh" YWxhx V <lbs) Roof yq,s-~\ lostt.c o.sr: qJ~G Floor '8~ :fl) f'-10 o~4'fT 'tl'i>? Wind Check Ps = I'$ .1psf N-S= B,7psfx jt>/~ -I-~_) 1S-D ;. ~.b PSP' E-W=_t3,1_psfx(ro/r-t~)/7S-~ 1,3 'PSf N-S = l~Jpsfx l 10/;,. -tU/..1.") / fi"O : J1 7 E -W = __ 13,1 psf x ( 10/;rt J o/v) / 7 5' ; I. f Cumulative N -S =: '-I 1 7 P$P' E-W= 1, I (lsf fSF f'~f Area (ft2) · /~oo ~;i.oo Sheet ?/{ Job#: )4l~q Date: lbs lbs Vpsf '5.7 3.~ Project: tl:r t .$C \.-\ ~ 6 rf: Sheet: 3 5': Job #: a to} 1, ~ Qualls Engineering Structural Engineering Services Engineer: ___ J~· ..lll{ai:L-___ _ Date: Shearwall Design Level: _,_t_OCJ-"'""F"-------- Direccion: t,f ,$ Vpsf (Unit Shear): S, 7 psf -:;;, I It I II 1 ~, I I I Gridline: (, S: I.,=;;;> 3 t 3 0 -\-~ 0 .::= ~1' 3 At(frib.Atea) = f:,':/~ -~ rijS-0- F,. (Lateral Load) = S/$"0 • S':i :=.. J_ 5~..S-- Vp1r(Unit Lateral Load) = f-b6~/-;J. 7. ;,.s--,. °I I H:W Adjustment (VplfX h/2w) = __________ _ Overturning Force J' OK by inspection ft ft2 lbs plf plf Lw = __ ft Uplift=__,_.: _______________ _ lbs F D'o ,.,. Gridline: ____ lw = _...ao _____________ ft SW Type: ~ f= V.n= ;;i1;,() plf HD Type: Tan= lbs At (frib. Area) = l 10-0: /2 ~ g@ ft2 Fx (Lateral Load) = 5"'S-O • s;,;. b J $"$' lbs SW Type: '3 E; Vp1c(UnitLateralLoad) = 3/'J;.~ /f· ~ 3A1 plf V.n= .S$a) plf H:\V Adjustment (VplfX h/2w) = ___________ plf HD Type: tJ1£ft-SJ Overturning Force _ OK by inspection ~ ~ 3~ Tan= 4J3.S-lbs Lw = _L ft Uplift = "1 ':i!l.-i> I O _. 6 ~ £! ~ )6 ~ I~ t' ~;(i O ~ jb~ =tt======== I I j_ ~, ,, '< ,. 9-,. ~ , 'I Gridline: I+ I 1w = !§lo -I I I O -I {" C -f IO O r;9 & . , At (frib .. Area) = ) 000 /~;-'? O'O> ft2 Fie (Lateral Load)= 'fOO e~, 7::; ~~6,Q lbs Vplf(UnitLateralLoad) = 4t;"cP0/Si?;:, ?t;f plf H:W Adjustment (V p1fx h/2w) = _,.__ _________ plf Overturning Force ./ OK by inspection L.. = __ ft Uplift= ______________ lbs I -)O'oe, Gridline: __ ,.J.:.__ lw -------------ft At (I'rib. Area) = llf 2-0 ~ b ~ lf ~ ft2 Fx (Lateral Load) = '-t ~ 't>' '/ --') S-7 lbs V p1r(Unit Lateral Load) = _2_S_7_/_I 0_"_-2_"-------Plf H:W Adjustment (VpJfX h/2w) = plf Overturning Force ,/4K by inspection L, = __ ft Uplift= ___ -_~ __________ lbs SW Type: (t;/2. Va11 = ".:<t>O plf HD Type:---"'--- Tan::: __ -_· __ lbs SW Type: _&:......;.t __ Va11= _____ plf .) HDType: __ _ Ta11 = _____ lbs Qualls Engineering Structural Engineering Services Project; Hr R.S CH /'trF Sheet: 3(}; -=--- Job #: I 41 ~ "I Engineer: ___ j=G=d'--------Date: Sheatwall Design Level: ---~""'""----i,::, ___ _ Direction: tJ • ~ Vpsf (Unit Shear): S, 1 psf L -,.,,.., 0 l/ Grid.line:__,,,=----lw -__ t) __________ ft Ar (I'rib. Atea) == 1 S-/2.. di l (o -=-':l ,-o ft2 Fi. (Lateral Load)= ~Tl:> ,S', 7-.. )ot-tf-lbs SW Type: 41: Vp1r(U:nitLateralLoad) =_l ___ ~_~_/_r-_-,_0_l "\ _______ p1f V.n= sS-0 plf 'H:W Adjustment (VplfX h/2w) == ___________ plf HD Type: MSTl6'~ Overturning Force _ OK by inspection ~'1 Tan= LJ ~3 r;-lbs Lw= Sft Uplift=:= 2.ICf 0 10-G")l¾)(10~+ GIJ.~IS)[b~ =!:t======= Grid.line: J_. lw = _l_c),_'_o_'' _________ ft At(Trib.Area) = (o0O/J-:,-30U ft2 R (Lateral Load) = $~O II E:'. 7 :; /7 IO lbs Vptf(Unit Lateral Load) = _n_, 0_/_I.).._;;,-~' Y_,__~'---------Plf H:W Adjustment (V p!fX h/2w) = < plf Overturning Force J OK by inspection Liv= __ ft Uplift= ______________ lbs Grid.line: "t ,S--lw = _q,_'_h_r,. _________ ft At (f.tlb .. Area)= ,.0 I/~• So -:;f; .;i~ F~ (Lateral Load) = S° J-S--0 $, 7 7 .l-'f 13 Vplf(UnitLateraILoad) = l"'!tf 3/f.S-F. 31 S-- ft2 lbs plf H:W Adjustment (Vp1rx h/2w) = ___________ plf Overturning Po.tee OK by inspection Lu.=_ft Uplift=bf C•/0-~&J('t.S/.;t-)(7•lt>):;;-::211'1b! Grid.line: ___ _ k= _________ _ ft At (frib.Atea) = ______________ _ ftZ Fx (Lateral Load)= ______________ _ lbs V p1r(U:nit Lateral.Load) = ____________ _ plf H:W Adjustment (VplfX h/2w) = __________ _ plf Overturning Fo.rce _ OK by inspection Lu, = __ ft Uplift=--------------lbs SWType:{p ____ t: __ Van= '2"-e, HDType: ,,.-- plf Ta11= _____ lbs SWType: qr- Va11= -~ plf HD Type: M~f;2J T.n = lf J..36 lbs SWType: V:i11= plf HD Type: T.11= lbs Qualls Engineering Structural Engineedng Services Project: H:;t £<~( ftf(.O FF- Engineer: s,) 0J Shearwall Design Level: _~_o_·<rF ____ _ Direction: f-VV Vp$f (Unit Shear): 6, I psf -, t · I It Gridline: __ ~=--1 .. = _l_f_3 __________ ft At (Trib. Area) = ~ 7 ~ / ~ ; g'3 1f ft2 Fx (Lateral Load) = 3 ~8 ' S: i -:-I "t ;t Lf lbs Vp1f(UnitLateralLoad) = f 'l ;J.'-j/ /1./:,~ JB·S-plf H:W Adjustment (VplfX h/2w) = ___________ plf Overturning Force '7"oK by inspection Lw = __ ft Uplift= ______________ lbs Gridline: ___ _ lw = ____________ ft At (rcib. Area) = ft2 Ro (Lateral Load)= ________________ lbs Vp1r(Unit Lateral Load) = ______________ plf H:W Adjustment (V plf'X h/2w) = ___________ plf Overt:uroing Force _ OK by inspection Lw = __ ft Uplift= ______________ lbs Grid.line:____ lw = ____________ ft At (f .rib. Area) = ft2 Fx (Lateral Load) = ________________ lbs Vplf(UnitLateralLoad) = plf H:W Adjustment (Vp1fx h/2w) = plf Overtuming Force _ OK by inspection Lw = __ ft Uplift= ______________ lbs Gridline: ___ _ 1-,, = ____________ ft . At (Trib. ,,.'\.tea)= ________________ ft2 F,, (Lateral Load)= ________________ lbs Vp1f(UnitLateralLoad) = plf H:W Adjustment (VplfX h/2w) == plf Overturning Force _ OK by inspection Lw= __ ft Uplift= ______________ lbs Sheet 37 -=---- Job#: \ Lf 1,1 Date: SWType: ~E V.n= ~() HD Type:----'---- plf -Ta11 = _____ lbs SW Type: ___ _ Van= _____ plf HD Type: ___ _ Tall= _____ lbs SW Type: ___ _ V.n = _____ plf HD Type: ___ _ Ta11 = _____ lbs SWType: Va11= plf HD Type: Ta11= lbs Qualls Engineering Structural Engineering Services Project: Hi:'((.SC,H-/4JFF Sheer: 3'8 Job#: J½-t&'1 Engineer. ___ j;:::,o..;:(a,.,__ __ _ Date: Shearwall Design Level: ~N'o n.-8(1R Direction: t\/ -S Vp$f (Unit Shear): 2, , Lf psf A D. t t-/ f 'i , 'I , r I I; ~ II r r, Grid.line: J o J I ~ l .. = .;, 0 --t '3 ~ t-' O -r I :S o -r :)'1t> ;;_ YfJ/~ At (Trib. Area) = I ;;) ~o I :2, ::' S".lS-ft2 F:.: (Lateral Load) = $' ;i S--• '3, IC~ :2 l ~~ ~ ~ S ~ ~ ;-q 010 lbs Vp1f(UnitLateralLoad) :.4'1f0/'ff:, =-to::>. plf H:W Adjustment (Vp1rx h/2w) == /0~ i£..:,-:;;, ) 4 ~ plf Overt:urning Force . _J OK by inspection Lw =_ft Uplift = _____________ lbs Grldline: E 1\V == ____;7~o_' " ________ ft At (I'rib. Area) = 1100 / _;i, ;;S"'5t) ft2 F,, (Lateral Load)= 5S-0•3 ,l/~ )W70 -t--;313~---SDOS-lbs _ e--'::.. •, =-ll. ,tT oF w~ ()S.J:: v v .. .-~ SWType: ti:: V :ill = ;:) <cl) plf HD Type:_-__ _ T.n= _____ lbs SW Type: ;J E Vrtr(UnitLateralLoad) = 'o°OOcS/7; ·,r~ plf Van= t 3"0 plf ~~~~~=----------~ HD~~~ OvertumingForce _OKbyinspection Ta11= Ci50> lbs r..w =_ft uplift= 7 ,~.ro -{,,ro )(!/::2.){J -;zo-, ~ ¼-,~~ "'~=l:i======= j_ C)-1 I/ Gridline: ----lv = _'·~ ·"----------ft At (I'.rib •. Area)= fo 30/1 :. 3 Jtr" ft2 Fx(LateralLoad)= 1,/~• °?,U ~10, I -i..1110 ,:;.,;J..rfl lbs V plf(Unit Lateral Load) = Q 7f / /1 ~5"::=-d-_q ..:i. plf H:W Adjustment (Vp1fx h/2w) = , plf Overtutning Po.tee _ OK by inspection L., = _ ft Uplift = ~,.). t> IO _. ~ '4) [t.//4 J( 7 • )0) ~ J'~bs Gridline: H ,1 .k= lhc/1-116f,"1'71J'+1b '"-1-1,~~w:0 ·,-. At (Trib. Area) = f /,00/~ ~ <fO-t> ftz F,.(Laterall.oad) = ~·~,"f-r-,;)1~0 ,._L'\S<i>O =-,:2.~0 lbs Vp1r(UnitLateralLoad) = f:;J.,TO/f.p ').. -: JJ7 plf H:W Adjustment (Vp1FX h/2w) = --,,<"----------Plf Overturning Force / OK by inspection Lw =_ft Uplift= _____________ lbs SWType: ]ii V.,n= ~f'D plf HDType: f-tOV~.) Tan= )01.'5'" lbs SW Type: -"G"'-£ __ V a11 = ;;U/{) -HDType: __ _ plf Ta11 = _____ lbs Qualls Engineering Structural Engineering Services Project: Hr.f¼&H:~,=:- Sheet: ~9 Job#: lt/Jt,q Engineer: ___ <l~bt,...__ __ _ Date: Shearwall Design Level: di/ .0 'Ft.tx, IE:. Direction: N-s Vp$f (Unit Shear): ~ • f/ psf Gridline: ...,j 1w = _S_-_'GJ_1 _ 1 ________ ft Ar (I'.cib. Area) = TJ(j/::i: 0 It-I -::..··J, IO ft2 F:,, (Lateral Load) = ~ lC,, :J, l( =1 I q. f: ;i_ $'7 -=-Cf TI lbs Vp1f(UnitLateralLoad) = Cf? I/~. 7 'S"" ~ J '1Cf plf H:W Adjustment{Vp1£xh/2w) = __________ plf Overturning Force . _ OK by inspection Lw =_ft Uplift = !(/t ,. I O -= t G ~ 0 lbs Gridline: ----lv = ___________ ft At (f rib. Area) = -;;,t..J/~ • I "t ::-/ VJ? ft2 Fx (Lateral Load) = { '-"ii 9 3 • "I ; f;-7 J lbs V ptE(Unit Lateral Load) = ____________ plf H:W Adjustment (VplfX h/2w) = plf Overturning Force _ OK by inspection Lw = _ft Uplift=~ ____________ lbs Gridline: L lw = ft ----------- At (I'rib .. Area) = f>J/.). • ,~----:211 O ft2 F,. (Lateral Load) = J4-Cl • ~ • 4 -:;:, r I ~ lbs ' . ' ~ Vplf(UnitLateral Load) = _:_· ___________ plf H:W Adjustment (V plfX h/2w) = plf Overtuming Force _ OK by inspection L, = _ft Uplift= _____________ lbs Gridline: J, s lw = 11/'G ? ft At (I'rib. Area)= 1: f/.2 15 so -if~ ftZ F,, (Lateral Load)= Cf, [;O '5. Y=-IS-30 -fl 90f 3-::.. ~~;;) 3 lbs Vp1r(UnitLateralLoad) == "(S.J3 /Cj, S--,::... f17~ plf H:W Adjustment (V plfX h/2w) ;;;; __________ plf Overtutoing Force _ OK by in?ection Lw = _ft Uplift= ~/7 G, {J to 6 G ") ~-5/d~o,1)~ q~(i {bs SW Type: _&:_E. __ V:i11= 2&6 plf HD Type: fry;7t~ .,, Ta11= ;).h1f lbs SWType: 5Sw rr-1,11 V:,n= l r,; $" plf HD Type: J .;,(/)5,t:;r-V~-;i Ta11 = (1IC-0 lbs SW Type: 55 w )f·,e I 0 Vall = N fi,O plf HD Type: I H As~iv-.t> T.11 = 1'7100 lbs SWType: 3E V .u == 550 plf HD Type: YY\$ re (of> T,,u= -Sf6JQ · lbs Qualls Engineering Sttuctural Eogineeting Services Project HJ:R.~ltt /!tJF F Engineer: J 6, Shearwall Design Level: <l.ND F1.,..""'2. Direction: f ... W Vpsf (Unit Shear): 1, 4 psf ) f.).'b"/ Gridline:_::,"----lw = ____________ ft Ar (I':tib . .A.rea) = lt;z;,)._ -~;i::. ~t.(f) Fx (Lateral Load) = -;J-ltd • 3 f 4 ? f l-6 ,-t I q ;;),t,/-::::. :2 7'-t O lbs Vp1f(UnitLateralLoad) = ~ 740/J-;;..,5 ~ .:2 ,q plf ft2 H:W Adjustment (V p!fX h/2w) = ___________ plf Overturning Force _ OK by inspection L.-=_ft Uplift= .:l1 °I •IO :::-~l 't 0 lbs I I f./ v ,... u-· ~,-, Gridline: _'1...;.___ 1w = -, 1> -t-G c> ;: t O l> ft At (frib. Area) = / '1/:i. ':1'1 :::;;; { (, .:g ft2 R (Lateral Load) = l' 'i ., 3. ll -:::.--f>7 J lbs Vr1f(Unit Late.ta! Load) = -~=--7....;,./.._/_I_O_-:::::--_S"_) _______ plf H:WAdjustment(Vplfxh/2w)::: f:';7.,. P.'d ~ 7J plf Overtutn.ing Force J OK by inspection Lw = __ ft Uplift= ______________ lbs • , I , I Gridline: r.' l,;-= _____ 'f_,·_-______ ft At (!'rib. Area)= (_' ..,.._: ______ --.-________ ft2 F,. (Lateral Load)=---.:.:..------'-' :...;..:l_' '.'-__________ lbs Vplf(UnitLateralLoad) = plf H:W Adjustment (Vp1rx h/2w) ::: plf Overtuming Po.tee _ OK by .inspection L., = __ ft Uplift::: ______________ lbs Gridline: ----l. = ____________ ft At (I'rib. Area)= _______________ ftz F,. (Lateral Load)= _______________ lbs V p1r(UnitLateralLoad) = ______________ plf H:W Adjustment (VplfX h/2w) == ___________ plf Overturning Fo.cce _ OK by inspection Lw= __ ft Uplift=--~-----------lbs Sheet t..ff) Job#: 15'"'('1~ Date: SW Type: {.p E V.n= :;LC,.0 HDType: \-:1:0U~ Tan= ~0 7 3"'" SWType: &,£: Vall= ~tp.O r-HD Type: ___ _ plf lbs plf TaB= __ -___ lbs SW Type: ___ _ Vall= _____ plf HD Type: ___ _ Tan= _____ lbs SWType: V:ill= plf HD Type: T.11= lbs Qualls Engineering Project: H;r..R.~(.ff'f40'FF-· Sheet: Y f ~--- Job #: l'-H'-1 Structural Engineering Services Engineer: ___ ...;:J:_&, ____ _ Date: Shearwall Design Level: .8-1t-.s.6p.,e=;-w, Direction: --Vp$f (Unit Shear): 5 • ~ psf Gridline: A ,h lw = __________ ft Ar (I'.cib. Area) = l"Cl 0/,2 ;:, 7S"O ft2 F,. (Lateral Load)= 7$"0" ~.\,J:-"") SS-0 + lJ 6"!~ :::-7.;>. L/0 lbs Vr1,(Unit Lateral Load) = _7..:..-:)._4'--D-----=--------plf H:W Adjustment (VplfX h/2w) = plf Overturning Force _ OK by inspection Lw = __ ft Uplift= ______________ lbs Gridline: [,§"' q'G r/ lw = ____________ ft At(frib.Atea) = 1° /;)..•S-0 ~llS-O ft2 Fx(LateralLoad) = t{S-o '5, \I ~IS"Sl'J \ tl'7>.).'"S;;: '10>7 lbs V p1,(Unit Lateral Load) = (,t:>'5?, / 1 • 'S -:..-(p 'S 7 plf H:\V Adjustment (VplfX h/2w) = ___________ plf Overturning Force _ OK by inspection Lw =_ft Uplift= (p"S i"'v: ( 0 -z-C, 3?0 lbs Gridline: ___ _ lw = ____________ ft At (Trib. Area)= ________________ ft2 Fx (Lateral Load)= ________________ lbs Vp1r(UnitLateralLoad)= ______________ plf H:W Adjustment (VptfX h/2w) = ___________ plf Ovei:tuming Force _ OK by inspection Lu,= __ ft Uplift= ______________ lbs Gridline: ___ _ b= ____________ fr At (Trib. A.tea)= ________________ ft2 F,._ (Lateral Load)= ________________ lbs Vp1r(Unit Lateral Load) = ______________ plf H:W Adjustment (Vp1rx h/2w) = ___________ plf Overturning Force _ OK by inspection Lv = __ ft Uplift= ______________ lbs -;;) ... ~sw:/'f ~~ t .... $' w JIil 'If tf/ SW Type: ___ _ v .n =~· ~lfMJ': ~Tt;i 'l;J.~ HD Type: / 11~S$W /rS Ta1J= /? JOO lbs SWType: '2_1::.- Van= 7';>0 plf HD Type: ttD UY Ta11 = (tfi? I lbs SWType: V.n= plf HD Type: Tan= lbs SWType: Va11= plf HD Type: Ta1r= lbs Use menu item Settings > Printing & TIUe Block to set these five lines of infonnation for your program. Trtle Hif'!lchkoff Residence Job # : Dsgnr: JG Description .... &FT Retaining Wall This Wall in File: c:\users\quallseng\dropbox\2014 jobs\14169 -hirschkoff residence\calculations\hi Page:~ Date: 5 FEB 2015 RutalnPro 10 (C) 1987-2014, Build 10.14.10.31 ttcense: KW-06.059916 Cantilevered Retaining Wall Design icense To : Qualls Engineering ;ode: CBC 2013,ACI 318-11,ACI 530-11 .,I c.r.ite.r.ia ________ .. l I Soil Data I Retained Height = 6.00ft Wall height above soil = 0.67ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = O.0Oin Water height over heel = 0.0ft I Surcharge Loads • Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning I Axial Load Applied to Stem • Axial Dead Load = 500.0 lbs Axial Live Load = 1,500.0 lbs Axial Load Eccentricity = 0.0 in I Design Summa7 • Wall Stability Ratios Overturning = 1.63 OK Slab Resists All Sliding I Total Bearing Load ..• resultant ecc. = = 3,415 lbs 0.24in Soil Pressure@Toe = 1,183 psf OK Soil Pressure @ Heel = 1,093 psf OK Allowable = 2,666 psf Soil Pressure Less Than Allowable ACI Factored@Toe = 1,628 psf ACI Factored @ Heel = 1,504 psf Footing Shear@ Toe = 15.1 psi OK Footing Shear@ Heel = 0.8 psi OK Allowable = 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force = 984.4 lbs Load Factors Building Code CBC 2013,ACI Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind,W 1.000 Seismic, E 1.000 Allow Soil Bearing = 2,666.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psflft Passive Pressure Soil Density, Heel Soil Density, Toe Footing!ISoil Friction Soil height to ignore for passive pressure = = 300.0 psf/ft = 110.00 pcf = 0.00 pcf = 0.400 = 12.00 in ,.,.. L=--J -~. ! Lateral Load Applied to Stem • I Adjacent Footing Load Lateral Load = 0.0#/ft. Adjacent Footing Load = ... Height to Top = 0.00ft ... Height to Bottom = 0.00ft Footing Width = Eccentricity = The above lateral load has been increased 1.00 by a factor of Wall to Ftg CL Dist = Footing Type Base Above/Below Soil Wind on Exposed Stem = 0.0 psf = at Back of Wall Poisson's Ratio = I Stem Construction • Bottom Stem OK Design Height Above Ftg ft= 0.00 Wall Material Above "Ht" = Masonry Thickness = 8.00 Rebar Size = # 5 Rebar Spacing = 16.00 Rebar Placed at Design Data = Edge fb/FB + fa/Fa = 0.790 Total Force @ Section lbs= 630.0 Moment....Actual ft-#= 1,260.0 Moment. .... Allowable = 1,812.8 Shear ..... Actual psi= 10.0 Shear ..... Allowable psi= 53.5 Wall Weight = 78.0 Rebar Depth 'd' in= 5.25 Masonry Data fm psi= 1,500 Fs psi= 20,000 Solid Grouting = Yes Modular Ratio 'n' = 21.48 Short Term Factor = 1.000 Equiv. Solid Thick. in= 7.60 Masonry Block Type = Medium Weight Masonry Design Method = ASD Concrete Data fc psi= Fy psi= --- I 0.Olbs 0.00ft O.00in 0.00ft Line Load 0.0ft 0.300 Use menu Item Settings > Printing & Trtle Block to set these five lines of lnfonnation for your program. Title Hi"'chkoff Residence Job # : Dsgnr: JG Description .... &FT Retaining Wall This W~II in File: c:\users\quallseng\dropbox\2014 jobs\14169 -hirschkoff residence\calculations\hi Page:~ Date: 5 FEB 2015 RetainPro 10 (c) 1987-2014, Bulld 10.14.10.31 Ucense : KW-06.059916 License To : Qualls Engineering, Cantilevered Retaining Wall Design ;ode: CBC 2013,ACI 318-11,ACI 530-11 I Footing Dimensions & Strengths • Footing Design Results • Toe Width = 2.00 ft _.I2!L. Heel Heel Width = 1.00 Factored Pressure = 1,628 1,504 psf Total Footing Width = 3.00 Mu': Upward = 3,201 84 ft-# Footing Thickness = 18.00 in Key Width = O.00in Key Depth = 0.00in Key Distance from Toe = 6.25ft Mu' : Downward = 270 118 ft-# Mu: Design = 2,931 34ft-# Actual 1-Way Shear = 15.13 0.80 psi Allow 1-Way Shear = 75.00 75.00 psi Toe Reinforcing = None Spec'd fc = 2,500psi Fy = 60,000psi Footing Concrete Density = 150.00pcf Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Min.As% = 0.0018 Cover@Top 2.00 @ Btm:=: 3.00 in Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined I Summary of Overturning & Resisting Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item lbs ft ft-# Heel Active Pressure = 984.4 2.50 2,460.9 Surcharge over Heel = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = = Total 984.4 O.T.M. 2,460.9 = = Resisting/Overturning Ratio Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem= * Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @Stem Transitions= Footing Weighf = Key Weight = .. ... RESISTING ..... Force Distance Moment lbs ft ft-# 220.0 2.83 623.3 500.0 2.33 1,166.7 1,500.0 2.33 3,500.0 520.3 2.33 1,213.9 675.0 1.50 1,012.5 6.25 Vertical Loads used for Soil Pressure = = 1.63 3,415.3 lbs Vert. Component _= ____ _ Total= 1,915.3 lbs R.M.= 4,016.4 * Axial live load NOT included in total displayed! or used for overturning resistance, but is included for soil pressure ca culation. I THt I Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Deft@ Top of Wall (approximate only) 0.073 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe. because the wall would then tend to rotate into the retained soil. • Use menu item Settings > Printing & Title Block to set these five lines of Information Title Hi~chkoff Residence Page: UIJ Date: 12 FEB 2015 Job# : Dsgnr: JG for your program. Description .... 8FT Retaining Wall This Wall in File: c:\users\quallseng\dropbox\2014 jobs\14169 -hirschkoff residence\calculations\hi RetainPro 10 (c) 1987-2014, Build 10.14.10.31 License: KW-011.059916 Cantilevered Retaining Wall Design License To : Qualls Engineering I, c.r.ite.n.·a ________ _.r I Soil Data I Allow Soil Bearing = 2,666.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Retained Height = 8.00ft Wall height above soil :;: 0.67ft Slope Behind Wall :;: 0.00: 1 :;: Height of Soil over Toe :;: 0:00in Passive Pressure :;: 300.0 psf/ft Water height over heel :;: 0.0ft Soil Density, Heel = 110.00 pcf . Soil Density, Toe :;: 0.00 pcf FootingUSoil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in ;ode: CBC 2013,ACI 318-11,ACI 530-11 l.lJl.,,9".U.,,1'*1'1.tCD4" ,,. .,I s.u.r.ch•a•11•g•e•L•o.ad.s _____ _.l I Lateral Load Applied to Stem I I Adjacent Footing Load I Surcharge Over Heel ::: 0.0 psf Lateral Load ::: Used To Resist Sliding & Overturning ... Height to Top = Surcharge Over Toe ::: 0.0 psf ... Height to Bottom = Used for Sliding & Overturning The above lateral load I Axial Load Applied to Stem L. has been increased . ! by a factor of Axial Dead Load = 500.0 lbs Axial Live Load ::: 1,500.0 lbs Wind on Exposed Stem = Axial Load Eccentricity = 0.0 in I Earth Pressure Seismic Load I Kae for seismic earth pressure "JD!lle•s!llig•nll!IKl!l!lh _____ :::_1111!!011!_2!1!!5!!!!0•9--• Ka for static earth pressure Difference: Kae -Ka Using Mononobe-Okabe / Seed-Whitman procedure 0.0#/ft 0.00 ft 0.00 ft 1.00 0.0 psf = 0.466 :;: 0.277 :;: 0.189 Adjacent Footing Load = Footing Width = Eccentricity = Wall to Ftg CL Dist = Footing Type Base Above/Below Soil at Back of Wall :;: Poisson's Ratio = Added seismic base force 0.0lbs 0.00ft 0.00in 0.00 ft Line Load 0.0ft 0.300 655.3 lbs Use menu item Settings > Printing & Title Block to set these five lines of information for your program. Title Hi~chkoff Residence Job# : Dsgnr: JG Description .... SFT Retaining Wall This Wall in File: c:\users\quallseng\dropbox\2014 jobs\14169 -hirschkoff residence\calculations\hi RetalnPro 10 (c) 1987-2014, Build 10.14.10.31 License: KW-0&osss1& Cantilevered Retaining Wall Design ;ode: CBC 2013,ACI 318-11,ACI 530-11 License To : Qualls Engineering ! Design Summary • I Stem Construction • 2nd Bottom Stem OK Stem OK Wall Stability Ratios Overturning = 1.17 Ratio< 1.5! Slab Resists All Sliding ! Total Bearing Load = 4,881 lbs ... resultant ecc. = 12.22 in Soil Pressure @ Toe = 2,641 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,666 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,494 psf ACI Factored @ Heel = O psf Footing Shear@ Toe = 29.3 psi OK Footing Shear@ Heel = 7.0 psi OK Allowable = 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force = 2,234.6 lbs Load Factors ----------~-- Building Code Dead Load Live Load Earth, H Wind,W Seismic, E CBC 2013,ACI 1.200 1.600 1.600 1.000 1.000 I Footing Dimensions & Strengths Toe Width = 2.50 ft Heel Width = 2.00 Total Footing Width = 4.50 Footing Thickness = 18.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 6.25 ft fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00pcf Min. As% = 0.0018 Cover@ Top 2.00 @ Btm.= 3.00 in • Design Height Above Ftg ft= 2.00 0.00 Wall Material Above "Ht" = Masonry Masonry Thickness = 8.00 12.00 Rebar Size = # 6 # 5 Rebar Spacing = 16.00 8.00 Rebar Placed at = Edge Edge Design Data fb/FB + fa/Fa = 0.821 0.912 Total Force @ Section lbs= 891.4 1,584.7 Moment. ... Actual ft-#= 2,201.0 5,217.1 Moment. .... Allowable ft-#= 3,031.8 6,167.2 Shear ..... Actual psi= 14.1 14.7 Shear ..... Allowable psi= 53.5 50.8 Wall Weight psf= 78.0 124.0 Rebar Depth 'd' in= 5.25 9.00 Masonry Data ------------------------- f'm Fs psi= 1,500 1,500 20,000 Yes psi= 24,000 Solid Grouting = Yes Modular Ratio 'n' = 21.48 21.48 Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method = 1.000 1.000 in= 7.60 11.60 = Medium Weight = ASD Concrete Data f'c psi= Fy psi= Footing Design Results Toe Factored Pressure = 3,494 Mu' : Upward = 8,457 Mu' : Downward = O Mu: Design = 8,457 Actual 1-Way Shear = 29.34 Allow 1-Way Shear = 75.00 Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings • Heel O psf 1 ft-# 995 ft-# 993 ft-# 7.03 psi 75.00 psi Toe: #4@6.17 in, #5@ 9.57 in, #6@ 13.58 in, #7@ 18.52 in, #8@24.38 in, #9@30. Heel: Not req'd, Mu < S * Fr Key: No key defined Use menu Item Settings > Printing & Title Block to set these five lines of infonnation for your program. Title Hir.fchkoff Residence Job# . Dsgnr: JG Description .... SFT Retaining Wall This Wall in File: c:\users\quallseng\dropbox\2014 jobs\14169 -hirschkoff residence\calculations\hi Page: U.b Date: 12 FEB 2015 RetainPro 10 (c) 1987-2014, Build 10.14.10.31 !-lcense: KW-Oli059916 Cantilevered Retaining Wall Design License To : Qualls Engineering ~ode: CBC 2013,ACI 318-11,ACI 530-11 I Summary of Overturning & Resisting Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item lbs ft ft-# Heel Active Pressure = Surcharge over Heel = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Seismic Earth Load = = Total = Resisting/Overturning Ratio 1,579.4 3.17 5,001.4 655.3 5.70 3,735.0 2,234.6 O.T.M. 8,736.4 = Vertical Loads used for Soil Pressure = = 1.17 4,880.8 lbs Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem= " Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s} = Earth @Stem Transitions= Footing Weigh! = Key Weight = Vert. Component = . .... RESISTING ..... Force Distance Moment lbs ft ft-# 880.0 4.00 3,520.0 500.0 3.00 1,500.0 1,500.0 3.00 4,500.0 768.3 2.89 2,218.1 220.0 3.33 733.3 1,012.5 2.25 2,278.1 6.25 Total= 3,380.8 lbs R.M.= 10,249.5 If seismic is included, the OTM and sliding ratios be 1.1 per section 1807.2.3 of IBC 2009 or IBC 201 I Tilt I " Axial live load NOT included in total displayed! or used for overturning resista~ce, but is included for soil pressure ca culation. Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus Horizontal Deft @ Top of Wall (approximate only) 250.0 pci 0.141 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe. because the wall would then tend to rotate into the retained soil. • Use menu item SeWngs > Printing & Title Block to set these five lines of infonnation for your program. Title Hi~chkoff Residence Job # : Dsgnr: JG Description .... 11 FT Retaining Wall This Wall in File: c:\users\quallseng\dropbox\2014 jobs\14169-hirschkoff residence\calculations\hi Page:Jdi Date: 5 FEB 2015 RetalnPro 10 (c) 1987-2014, Build 10.14.10.31 License: KW-0e.osss1s Cantilevered Retaining Wall Design License To : Qualls Engineering ;ode: CBC 2013,ACI 318-11,ACI 530-11 I Criteria I !Soil Data • Retained Height = 11.00 ft Allow Soil Bearing = 2,666.0 psf Equivalent Fluid Pressure Method Wall height above soil = 0.67 ft Slope Behind Wall 0.00: 1 Heel Active Pressure = 35.0 psf/ft = = Height of Soil over Toe = 0.OOin Passive Pressure Soil Density, Heel Soil Density, Toe Footing!ISoil Friction Soil height to ignore = 300.0 psf/ft Water height over heel = 0.0ft = 110.00 pcf = 0.00 pcf = .0.400 for passive pressure = 12.00 in .,I Sl!Jlllu•11lll!llch•a•rlii!g!lle•Llll!llo!llad.s ______ _.l I Lateral Load Applied to Stem Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Sun::harge Over Toe = 0.0 psf Used for Sliding & Overturning I Axial Load Applied to Stem I Axial Dead Load = 500.0 lbs Axial Live Load = 1,500.0 lbs Axial Load Eccentricity = 0.0 in Lateral Load = ..... Height to Top = ... Height to Bottom = The above lateral load has been increased by a factor of Wind on Exposed Stem = 0.0#/ft 0.00ft 0.00ft 1.00 0.0 psf Earth Pressure Seismic Load Kae for seismic earth pressure = 0.466 0.277 0.189 Design Kh = Ka for static earth pressure Difference: Kae -Ka = = Using Mononobe-Okabe I Seed-Whitman procedure • c::==;:=-= --2>;1.l!tllt j Adjacent Footing Load I Adjacent Footing Load = 0.0lbs Footing Width = 0.00ft Eccentricity = O.00in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil 0.0ft at Back of Wall = Poisson's Ratio = 0.300 Added seismic base force 1,134.5 lbs Use menu Item Settings > Printing & Title Block to set these five lines of information for your program. Title Hintchkoff Residence Page:Y.1.__ Job # : Dsgnr: JG Date: 5 FEB 2015 Description .... 11 FT Retaining Wall This Wall in File: c:\users\quallseng\dropbox\2014 jobs\14169 -hirschkoff residence\calculations\hi RetalnPro 10 (c) 1987-2014, Build 10.14.10.31 License : KW-06.059916 License To : Qualls Engineering Cantilevered Retaining Wall Design ;ode: CBC 2013,ACI 318-11,ACI 530-11 ! Design Summacy • .... I s.t.e.m_c.o.ns.t.ru.c.t.io.n __ •• __ 3_r_d ___ 2_n..;.d __ B_o_tt_o_m ______ _ • • Stem OK Stem OK Stem OK Wall Stability Ratios Overturning = 1.14 Ratio < 1.5! Slab Resists All Sliding ! Total Bearing Load ... resultant ecc. = = 6,144 lbs 19.59 in Soil Pressure @ Toe = 2,351 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,666 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,051 psf ACI Factored@ Heel = 0 psf Footing Shear@ Toe = 35.6 psi OK Footing Shear@ Heel = 9.3 psi OK Allowable = 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force = 3,868.8 lbs Load Factors ------------Building Code CBC 2013,ACI Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 I Footing Dimensions & Strengths I Toe Width = 4.75ft Heel Width = 2.00 Total Footing Width = 6.75 Footing Thickness = 18.00 in Key Width = O.00in Key Depth = O.00in Key Distance from Toe = 6.25ft f'c = 2,500psi Fy = 60,000psi Footing Concrete Density = 150.00pcf Min.As% = 0.0018 Cover@Top 2.00 @ Bun.= 3.00 in Design Height Above Ftg Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force @ Section Moment. .. Actual Moment. ... Allowable Shear ..... Actual Shear ..... Allowable Wall Weight Rebar Depth 'd' ft= 5.33 2.00 0.00 = Masonry Masonry Concrete = 8.00 12.00 12.00 = # 5 # 6 # 6 = 16.00 8.00 8.00 ;;:: Edge Edge Edge = 0.778 0.861 0.788 lbs= 796.0 2,005.6 4,643.0 ft-#= 1,857.4 7,428.3 20,706.0 ft-#= 2,708.3 9,430.3 26,273.2 psi= 12.6 18.6 40.2 psi= 53.4 51.2 75.0 psf= 78.0 124.0 150.0 in= 5.25 9.00 9.63 Masonry Data ------------------------ fm Fs psi= 1,500 1,500 24,000 Yes psi= 32,000 Solid Grouting = Yes Modular Ratio 'n' = 21.48 21.48 Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method = 1.000 1.000 in= 7.60 11.60 = Medium Weight = ASD Concrete Data fc psi= Fy psi= Footing Design Results Toe Factored Pressure = 3,051 Mu' : Upward = 23,992 Mu' : Downward = 1,763 Mu: Design = 22,228 Actual 1-Way Shear = 35.56 Allow 1-Way Shear = 75.00 Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings • Heel O psf 0 ft-# 861 ft-# 861 ft-# 9.26 psi 75.00 psi 2,500.0 60,000.0 Toe: #4@ 5.21 in, #5@ 8.08 in, :/16@ 11.47 in, #7@ 15.64 in, #8@ 20.59 in, #9@ 26. Heel: Not req'd, Mu < S * Fr Key: No key defined Use menu item Settings > Printing & TiUe Block to set these five lines of information for your program. Title Hinfchkoff Residence Job # : Dsgnr: JG Description .... 11FT Retaining Wall This Wall in File: c:\users\quallsenguiropbox\2014 jobs\14169 -hirschkoff residence\calculations\hi Page: 4'1 Date: 5 FEB 2015 RetalnPro 10 (c) 1987-2014, Build 10.14.10.31 License: KW.06059916 License To : Qualls Engineering Cantilevered Retaining Wall Design ~ode: CBC 2013,ACI 318-11,ACI 530-11 I Summary of Overturning & Resisting Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item Heel Active Pressure = Surcharge over Heel = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Seismic Earth Load = = Total = Resisting/Overturning Ratio lbs ft ft-# 2,734.4 4.17 11,393.2 1,134.5 7.50 8,508.5 3,868.8 O.T.M. 19,901.7 = Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem= * Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth@Stem Transitions= Footing Weight = Key Weight = ... .. RESISTING ..... Force Distance Moment lbs ft ft-# 1,210.0 6.25 7,562.5 500.0 5.25 2,625.0 1,500.0 5.25 7,875.0 1,207.4 5.18 6,256.6 207.9 5.58 1,160.8 1,518.8 3.38 5,125.8 6.25 Vertical Loads used for Soil Pressure = = 1.14 6,144.1 lbs Vert. Component _= ____ _ Total= 4,644.1 lbs R.M.= 22,730.7 If seismic is included, the OTM and sliding ratios be 1.1 per section 1807.2.3 of IBC 2009 or IBC 201 * Axial live load NOT included in total displayed! or used for overturning resistance, but is included for soil pressure ca culation. I Tilt I Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl@Top of Wall {approximate only) 0.113 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. • Use menu Item Settings > Printing & Title Block to set these five lines of infonnation for your program. Title Hintchkoff Residence Job# : Dsgnr: JG Description •... 12FT Retaining Wall This Wall in File: c:\users\quallseng\dropbox\2014 jobs\14169-hirschkoff residence\calculations\hi Page: Ci') Date: 5 FEEi2015 RetalnPro 10 (c) 1987-2014, Build 10.14.10.31 l.lcense : KW-06.0591!16 • License To : Qualls Engineenng Cantilevered Retaining Wall Design ;ode: CBC 2013,ACI 318-11,ACI 530-11 .,I c.r1.te.r1.a _______ ... 1 I Soil Data I Retained Height = 12.00 ft Allow Soil Bearing = 2,666.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Wall height above soil = 0.67ft Slope Behind Wall 0.00: 1 = = Height of Soil over Toe = 0.00in Passive Pressure Soil Density, Heel Soil Density, Toe Footingl!Soil Friction Soil height to ignore = 300.0 psf/ft Water height over heel = 0.0ft = 110.00 pcf = 0.00 pcf = 0.400 for passive pressure = 12.00 in ..,I S~u.r.ch•a•rli!g!lle•Ll!loa!lld•s----~--• I Lateral Load Applied to Stem Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge OverToe = 0.0 psf Used for Sliding & Overturning l Axial Load Applied to Stem I Axial Dead Load = 250.0 lbs Axial Live Load = 750.0 lbs Axial Load Eccentricity = 0.0 in Lateral Load = ... Height to Top = ••. Height to Bottom = The above lateral load has been increased by a factor of Wind on Exposed Stem = 0.0#/ft 0.00ft 0.00 ft 1.00 0.0 psf I Earth Pressure Seismic Load I Kae for seismic earth pressure = Design Kh = 0.250 9 Ka for static earth pressure = 0.466 0.2TT 0.189 Difference: Kae -Ka Using Mononobe-Okabe I Seed-Whibnan procedure = • ...;;.i_ ~ ....... $1~' I Adjacent Footing Load • Adjacent Footing Load = 0.0lbs Footing Width = 0.00ft Eccentricity = 0.00in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil 0.0ft at Back of Wall = Poisson's Ratio = 0.300 Added seismic base force 1,323.21bs T Use menu item SeWngs > Printing & Title Block to set these five lines of infonnation for your program. Title Hi~chkoff Residence Page:fil_ Job# : Dsgnr: JG Date: 5 FEB 2015 Description .... 12FT Retaining Wall This Wall in File: c:\users\quallseng\dropbox\2014 jobs\14169-hirschkoff residence\calculations\hi RetainPro 10 (c) 1987-2014, Build 10.14.10.31 License : KW--011059916 License To : Qualls Engineering Cantilevered Retaining Wall Design ~ode: CBC 2013,ACI 318-11,ACI 530-11 ! Design Summary • ..,I s_t_e_m_c_o.ns.t.ru.c.t.io_n __ ... __ 3_r_d ___ 2_n_d __ B_o_tto_m _______ _ -Siem OK Stem OK Stem OK Wall Stability Ratios Overturning = 1.24 Ratio< 1.5! Slab Resists All Sliding ! Total Bearing Load ... resultant ecc. = = 6,2n lbs 26.97 in Soil Pressure @ Toe = 2,571 psf OK Soil Pressure @ Heel = O psf OK Allowable = 2,666 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,208 psf ACI Factored @ Heel = 0 psf Footing Shear@ Toe = 37.4 psi OK Footing Shear@ Heel = 15.0 psi OK Allowable = 75.0 psi Sliding Cales Slab Resists All Sliding ! Lateral Sliding Force = 4,512.6 lbs Load Factors ------------ Building Code CBC 2013,ACI Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 I Footing Dimensions & Strengths • Toe Width = 5.25ft Heel Width = 2.50 Total Footing Width = 7.75 Footing Thickness = 18.00 in Key Width = 0.00in Key Depth = O.00in Key Distance from Toe = 6.92 ft re= 2,500psi Fy = 60,000psi Footing Concrete Density = 150.00pcf Min.As% = 0.0018 Cover@Top 2.00 @ Btm.= 3.00 in Design Height Above Ftg Wall Material Above "Ht" Thickness ft= 6.00 2.67 0.00 = Masonry Masonry Concrete = 8.00 12.00 12.00 Rebar Size = # 5 # 6 # 7 Rebar Spacing = 16.00 8.00 8.00 Rebar Placed at = Edge Edge Edge Design Data fb/FB + fa/Fa Total Force@Section Moment....Actual Moment. ... .Allowable Shear ..... Actual Shear ...•. Allowable Wall Weight Rebar Depth 'd' = lbs= ft-#= ft-#= psi= psi= psf= in= 0.870 891.4 2,201.0 2,708.3 14.1 49.4 78.0 5.25 0.928 2,155.4 8,275.7 9,430.3 20.0 48.5 124.0 9.00 0.781 5,525.6 26,882.0 34,427.0 48.2 75.0 150.0 9.56 Masonry Data ------------------------ fm Fs Solid Grouting Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method psi= 1,500 psi= 32,000 = Yes 1,500 24,000 Yes = 21.48 21.48 = 1.000 1.000 in= 7.60 11.60 = Medium Weight = ASD Concrete Data ------------------------ fc Fy psi= psi= Footing Design Results _.!gL Factored Pressure = 3,208 Mu' : Upward = 29,478 Mu' : Downward = 1,595 Mu: Design = 27,883 Actual 1-Way Shear = 37.41 Allow 1-Way Shear = 75.00 Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings • Heel o psf 0 ft-# 2,086 ft-# 2,086 ft-# 14.95 psi 75.00 psi 2,500.0 60,000.0 Toe: #4@4.16 in, #5@ 6.44 in, #6@ 9.14 in, #7@ 12.47 in, #8@ 16.42 in, #9@ 20.7 Heel: Not req'd, Mu < S .. Fr Key: No key defined Use menu item Settings > Printing & Title Block to set these five lines of infonnation for your program. Title HinJChkoff Residence Job # : Dsgnr: JG Description ..•. 12FT Retaining Wall This Wall in File: c:\users\quallseng\dropbox\2014 jobs\14169 -hirschkoff residence\calculations\hi Page: 5:l Date: 5 FEB 2015 RetalnPro 10 (C) 1987-2014, BuUd 10.14.10.31 License: KW-0&.osss1s Cantilevered Retaining Wall Design ;ode: CBC 2013,ACI 318-11,ACI 530-11 License To : Qualls Engineering I Summary of Overturning & Resisting Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item Heel Active Pressure Surcharge over Heel Surcharge Over Toe Adjacent Footing Load Added Lateral Load = = = = = Load @ Stem Above Soil = Seismic Earth Load = = Total = Resisting/Overturning Ratio lbs ft ft-# 3,189.4 4.50 14,352.2 1,323.2 8.10 10,718.3 4,512.6 O.T.M. 25,070.5 = Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem= "Axial Live Load on Stem = -Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth@ Stem Transitions= Footing Weigh! = Key Weight = . .... RESISTING ..... Force Distance Moment lbs ft ft-# 1,980.0 7.00 13,860.0 250.0 5.75 1,437.5 750.0 5.75 4,312.5 1,333.7 5.68 7,582.0 220.0 6.08 1,338.3 1,743.8 3.88 6,757.0 6.92 Vertical Loads used for Soil Pressure = = 1.24 6,277.4 lbs Vert." Component _= ____ _ Total= 5,527.4 lbs R.M.= 30,974.8 If seismic is included, the OTM and sliding ratios be 1.1 per section 1807.2.3 of IBC 2009 or IBC 201 * Axial live load NOT included in total displayed! or used for overturning resistance, but is included for soil pressure ca culation. I Tilt I Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus Horizontal Defl@Top of Wall {approximate only) 250.0 pci 0.117 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe. because the wall would then tend to rotate into the retained soil. • Qualls Engineering Structutal Engineering Services Cttr,.c.,il 6~-·· .!$~ Project: H-c~lftKDFF- Engineer: _ _.,_Jo_na_th=an;.,_:G:..;::emm=;.::..e __ Sheet 5,3 Job#: flll'-4 Date: sLAs (;. , s-otv c 1 ;1:i)~ 100 Ps P ,.-Lf o fSF /,'-- C:11AAO ~ ~ is-ow• ~y /t:l-')( •·f"J1.J1-:;4S'°OP~F W1::;;. @iOfSf" !f,iltO:f,0(-f1/g1.),t~$1)= _ VJ 1 ; l,J ()000) -t-LG, ( ~::?C>) ~ / sn>. j>LF-.. fJ\v =:. {J§Go)19,~ = 1 s,---s·~ ~-Pc vv ::--Qs5~ ''l::i-=-?s:>sr lb .w,::.. Q_oors F+lfO f.'£F j 1/..:> + !l1"0 .. , .· · ,, ,·';, w'-=-\, ~ (100) -t' ,,k?C ·tfof~ i tfor,ft.F ··· P 1 :: Ft-s:--4-Fe .. r -1-f ~---1g---t (f_ ~ 1::,, )(. ;;;v /;;)(tt;;+tt D f 1 -=-. l .~ (,6511.f ) -i /.(e ( \4 70~)=-3{J. 'IL./':'-~ ·'fl\·r1. ;:: 6:~ ~ )( 1'1J) -+ (!.«11'-1~ )( ~ ·: i ~) ~"a:f'o~ft--1 b Vu =={J_IJOO)(Vc).) + (;o ft1a)(~·¢)·~~:~~,J~ . . w, s. ( 100 ftf .... 40· ,~~) 11/~ .f 300 vJ 1 ~ / ,r),. ( a>S-O)-t '·· (, ( :l'J·O} ~ JS0-8 PLF . . . P' ~ Ill~ C ·s'CO f'LF) . . . P,'; I\ "l ( l~S-0) 4-J. ~ t O) :;;. f Cf PO :tF u-Sp ;z_~ tlt,- p.., ;;. ~ ld--C so-tJ )-r 3e> o 1s-+ Yf~ .(JOO -1-•-ro') ~ p~'~ 1 • .2.c~oSb) + t,(p{ ,~o') ;.~71'*-C.,Sg 3,r,J#-" tV\\) ~ ·is-~o l ,s-/J~)Ji ~ox ~:·~}_)t ~ooo_)(/~~;~) 1' "3YS"I ft;J;b . '\Iv= l.500 19~ \ _,, ~tJor> _f:!::,c Po½-s.,,.7J\+-3c;c0/':._=l(111s!II) C ~ 1 \:: JS-.3 ~ L Ps s ... ~ fl+f~r:J. -tr- Qualls Engineering Sttuctutal ...,_,.,:.. . ~-...: """"5-eenug ~"~ces Project Sheet: 5'/ ___:;::_ __ Job#: /4/C/? Engineer: Jonathan Gemme _ _.,__==-=-==---Date: --- Oc~IGtll &~If ~-~-~: /Vlv -::.!£10b0 ,(lb-;.ih Vt) -cfO 1<X;0 }jp u~~ J4'11 x r, 11 w/3 #, ··sA~..5 I el l .... . )15 '' 11'! L--_o __ • __ -' L, . '! a"f'' . ct)Mw ~·@,,)CAsFy) (Gi·-o/i>) ~uwt&-fl\~I\ q "'w::: (9, '!)( 1,3;1.)(,0JU11.1--~/;a,) = J3'ij/ ooo. . ~ ooo > S:,S-oo:> / (/ Ve~ (Oi7S.k.:}~')(f v"rc;,'f '}==35 ~ Vv > o, 5'"V~ 6 'o Sit0\" ~~NF ~i:Q.O Av -/1\~~ ~ ?Ob~.f =-o, }h 11 . C FY // V>'-t:t-~-: ~T.f~R.l)fS @. o O C. . ~ .. D, I'-::: O, I 07 L.f>.I( (Js,;t -~.., . -,. ,t ,, &1<1cPlf )t:K"1 .S vJ( 's :tt-G, ~R 5 f C1f> i l!,o7"M ' f, ~ 3 I ~'Ti(c?R vf:.$ 0 ? ~c,~. ·T ;, Qualls Engineering Structural Engineering Services A C Project: -JhRSC tt f'.0 FF- Engineer: Jonathan Gemme Sheet: ~$'" Job #: (/,f / (p Gt Date: V,jr£... l oo P£'f-F~ ~t-1{~ e, Y S-0 ~F r~ 6,telrtt£ 9fiiet'\ Lf1tlsflL ~ ~IA fB-=-[ f:$-1 ~ , o/~ -t ,c,/~ • {,o.., q,~ -t ~<>/:1 ~~Si>)..,. ~ ef'Sl>O .10) :=. ~ 040 tN171-t ., ,3 3 'j;l\/c.,f(.~¥ -::l'c... J 41 <r0 :P--- f·pil-~.i,U.,S. f ~a-fl.~ · . 11' (.3oi,2·) (400) (Jo-Ptt-)-:. 3JL/ Ito if=: :S141 V)~ ';l ~or,r,, .. J . 0~ us£ ?011 q ~fSSdN ,S @ IO 1 ;M.Q6"0 u-~'-Nltl'PV'f.. S,.,-J:t,_ ,. Qualls Engineering Sheet: Structural Engineering Services Project: Job#: Engineer. Date: FOUNDATION DESIGN Allowable Soils Bearing Capacity 2000 psf Use: 15 inch wide x 2 Floor Foundation design b = 15 d= 18 18 inch deep footing with 2 #4 top and bottom 3 Floor Foundation design b = 18 d= 24 I .Allowable max line load 2 Floor w max= bx ASBP 3 Floor w max = bx ASBP .Allowable max point load 2 Floor Pmax = b x2dxASBP 3 Floor P max= bx 2d x ASBP Spread footing design = 2500 plf = 3000 plf = 7500 lbs = 12000 lbs Pmax =b2 xASBP F2= 2 foot square footing with 3 # 4 each way @ btm p = max 8000 lbs F2.5= 2.5 foot square footing with 3 # 4 each way @ btm p = max 12500 lbs F3= 3 foot square footing with 4 # 4 each way @ btm p = max 18000 lbs F3.5= 3.5 foot square footing with 4 # 4 each way @ btm p = max 24500 lbs F4= 4 foot square footing with 5 # 4 each way @ btm p = max 32000 lbs F5= 5 foot square footing with 6 # 4 each way @ btm p = max 50000 lbs ENGINEERING 'DESIGN.GROUP GEOTECHNICAL; Ct\'ll. SIBIICJIJJlAt & Al!CljllroTIIJ!AI. CONSIJLTAII/, fOll ll!SlDEIITIAJ. & C_OMMEHCl,I~ CONSlRllellO~ RECEIVED JUN 10 2015 ,,~~ ;,; 21'21 MontierRoad, San Marcos, Califotnia·9206~ • (760)-839;7302. • Fax:(1~py~7@A~~A.E§igngroupca.com ~~ BUILDING DIVISION Date: June 5, 2015 To: Joel Hirschkoff 1483 Coral Way Re: Subject: References: San Marcos, CA 92078 Proposed new residence to be located at Jefferson Street (APN: 155-180-28), San Diego, California Plan Review Letter 1) Plans prepared by Qualls Engineering, undated, Sheets: Sl-S5 and SD1-SD4. 2) "Limited Geotechnical Investigation and Evaluation, New Hirschkoff Residence to be located at Jefferson Street (APN 155-180-28), Carlsbad, California" Prepared by Engineering Design Group Dated June 19, 2015. We have prepared this letter as part of our geotechnical review of the project and structural sheets referenced above. We find the plans are in general conformance with the above referenced soils report with the following additional comments. If you have any questions regarding this letter, please feel free to contact our office. Sincerely, ENGINEERING DESIGN GROUP Erin Rist Project Engineer Project No. 135198-1 V:\2013\HIRSCHKOFF, JOEL -2112 OLYMPIA LANE -135198-1 \REPORTS, LETTERs\PLAN REVIEW L TR.docx r , ;;..· RECEIVED ENGINEERING JUN 10 2015 DESIGN GROUP GEll!ECHNICAt,CNIL,STRUCIURAL&A.1CHl!ECTURALCONSULTANTS CITY OF CARLSBAD FOR RESIDENTIAL &COMM~CIAL COIISIRUCJIOH • • ~ • ! o N -~~2121 Montiel Road, San Marcos, Cahforma 92069 • (760) 839-7302 • J$J:1!~~) ~d?)WP. www.designgroupca.com Date: To: Re: Subject: Ref: 1. 2. August 25, 2014 Joel Hirschkoff 1483 Coral Way San Marcos, CA 92078 Proposed new Hirschkoff Residence to be located at Jefferson Street, APN 155-180-28, Carlsbad, California Addendum No. 1-Geotechnical Report CDP 14-13, CDP 14-14 Limited Geotechnical Investigation & Report, prepared for Hirschkoff Residence, prepared by Engineering Design Group, dated June 19, 2013, red lined by City of Carlsbad. Preliminary Grading plan, prepared by Sampo Engineering, dated 4-30-14. 3. Redline Comments from City of Carlsbad on Copy of Ref. No. 1. In accordance with the comments from the City of Carlsbad we have provided the following addendum to our geotechnical report for new Hirschkoff Residence. Addendum to 7.2.5 Slopes Areas of existing steep and oversteepened slopes front the west portion of the building pad. Based upon our onsite observation and measurements of recent topography oversteepened slopes on the order of 1.5:1 and localized areas on the order of 1:1 and steeper than 1:1 exist along the rear slope. Beyond the toe of the existing rear (west) slope there is a relatively flat bench before the topography descends again to the lagoon edge below. Areas of oversteepened slopes are anticipated to retreat over time. It is very difficult to predict the future and the magnitude of hillside edge retreat that may occur in one year, during one storm event or over the 75-year assumed economic lifetime of the new construction. The rate of hillside retreat over a particular interval of time (day, year, decade, etc.) may vary from very little to several tenths of a foot. However, severe erosion is generally episodic in nature and is dependent on the intensity of storms and combined high tides {or humans' detrimental actions). It is probable that several feet of hillside edge retreat could occur at one time or over a short period of time. However, it is also likely that there will be periods in the future when erosion along the coast and hillside edge is rather insignificant and undetectable. Erosion is a naturally-occurring process that is affected by human actions and with time the hillside edge will retreat landward. In general the role of seismic shaking plays in bluff retreat is dependent on bluff conditions at the moment of shaking. During a seismic event localized slope instability and localized failure should be anticipated. HIRSCHKOFF RESIDENCE 155-180-28, Jefferson Street, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No.1 Job No. 135198-1 ,' Additional Recommendations -Erosion and Surface Drainage Based on our review of the current preliminary grading plan the proposed new residence will generally be set back on the order of 10-20 feet from the grade break from the building pad to the top of the steep descending slope. The preliminary grading plan identifies site storm water components consisting of areas of bioretention, permeable pave rs, planters and general landscape areas. We make the following recommendations in consideration of onsite stormwater details: 1. We note that the ground surface surrounding the proposed new structure is not impervious but detailed with planters and permeable pavers. In consideration of the subterranean living space directly adjacent to areas detailed with pervious areas a waterproofing membrane beneath the slab on grade floors is recommended. Slab underdrains may be necessary as recommended by the waterproofing consultant, architect or if groundwater conditions occur. 2. Special attention should be paid to the building waterproof systems, as the building waterproofing will play a critical role in the performance of the proposed structure. As a general reminder retaining wall backdrains shall not be tied to surface area drains. 3. Caisson foundations should be anticipated to be deepened on the order of 10 feet, specifically determined by the structural engineer, along the rear of the residence in consideration of proposed conditions. 4. The ground surface shall slope away from the subject residence at a minimum of 2% for 5 feet, including pervious pavers and planters. 5. All isolated planters shall be detailed with storm drains tied to the private storm drain system. 6. Runoff should not be allowed to flow over the top of slope. Earthen berms/ swales should be detailed along the top of slope to accommodate runoff into the proposed private storm drain. 7. Irrigation of the landscape areas on the property should be curtailed on the rear slope below the grade break (approximate elevation of 61}. Irrigation of the building pad should be limited to the minimum amount required to establish vegetation and sustain plant life and should be composed of drip irrigation. 8. We understand vegetation may require thinning for the purposes offire suppression. All work done as part of the thinning of slope vegetation shall not be done with heavy equipment beyond the steep slope grade break line. The face of the slope consists of very loose, dry sands. Pedestrian traffic on the steep slope face should in general not be allowed since pedestrian and animal traffic increases erosion. For the purposes of thinning for fire suppression, anticipated to happen maximum once annually, limited foot traffic can be accommodated. In general foot traffic should be limited to 1-2 people at a time and spread out along the slope face. Areas of thinning should not include the removal of vegetation root systems and the disturbance of the soil. Walking along the areas of oversteepened slope, steeper than 1.5:1, concentrated on the west portion of the rear slope, is highly discouraged. It is the responsibility of the owner or his representative to ensure that the information in this report be incorporated into the plans and/or specifications and construction of the project. It is advisable that a contractor familiar with HIRSCHKOFF RESIDENCE 155-180-28, Jefferson Street, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No. 2 Job No. 135198-1 r construction details typically used to deal with the local subsoil and seismic conditions, be retained to build the structure. If you have any questions regarding this report, or if we can be of further service, please do not hesitate to contact us. We hope the report provides you with necessary information to continue with the development of the project. Respectfully Submitted, ENGINEERING DESIGN GROUP Steven Norris California GE #2590 Erin E. Rist California RCE #65122 HIRSCH KOFF RESIDENCE 155-180-28, Jefferson Street, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No. 3 Job No. 135198-1 / ENGINEERING ,,, ,!2~!S!ttSt~Q!lE FOR RESIOENTIAL & COMMERG~L GONSIBUCTION ~2i2i Montiel Road, San Marcos, California 92069 • (760) 839-7302 • Fax: (760) 480-7477 • www.designgroupca.com LIMITED GEOTECHNICAL INVESTIGATION AND EVALUATION NEW HIRSCHKOFF RESIDENCE TO BE LOCATED AT JEFFERSON STREET {APN 155-180-28), CARLSBAD, CALIFORNIA June 19, 2013 PREPARED FOR: Joel Hirschkoff 1483 Coral Way San Marcos, CA 92078 bNbINEERING GEOTECHNICAL, ClVIL STRUCTURAL & AJICHITECTURAL CONSULTANTS FOR RESIOW!IAL & COMMERCIAL CONSTRUGIIOH ID DESIGN GROUP 2121 Montiel Road, San Marcos, California 92069 • (760) 839-7302 • Fax: (760) 480-7477 • www.designgroupca.com Date: To: Re: Subject: June 19, 2013 Joel Hirschkoff 1483 Coral Way San Marcos, CA 92078 Proposed New Residence to be located atJefferson Street (APN 155-180-28), Carlsbad, California Limited Geotechnical Investigation & Report In accordance with your request and our Work Authorization and Agreement, we have prepared this geotechnical report for the proposed new residence development. The findings of the investigation, earthwork recommendations and foundation design parameters are presented in this report. In general it is our opinion the proposed construction, as described herein, is feasible from a geotechnical standpoint, provided the recommendations of this report and generally accepted construction practices are followed. If you have any questions regarding the following report please do not hesitate to contact our office. Sincerely, ENGINEERING DESIGN GROUP Erin E. Rist California RC£ #65122 Steven Norris California GE#2590 'f .. ) TABLE OF CONTENTS Section -- 1 SCOPE ..................................................................................... 1 2 SITE AND PROJECT DESCRIPTION ................................................................ 1 3 FIELD INVESTIGATION .......................................................................... 1 4 SUBSOIL CONDITIONS ......................................................................... 1 5 GROUND WATER .............................................................................. 2 6 LIQUEFACTION ............................................................................... ·. 2 7 CONCLUSIONS AND RECOMMENDATIONS ......................................................... 2 7.1 GENERAL. ................................................................................ 2 7.2 EARTHWORK ............................................................................. 3 7.3 FOUNDATIONS ............................................................................ 4 7.4 CONCRETE SLABS ON GRADE ................................................................ 7 7.5 RETAINING WALLS ......................................................................... 8 7.6 SURFACE DRAINAGE ...................................................................... 10 8 CONSTRUCTION OBSERVATION AND TESTING ..................................................... 10 9 MISCELLANEOUS ............................................................................. 11 FIGURES Site Vicinity Map ......................................................................... Figure No. 1 Site Location Map ........................................................................ Figure No. 2 Approximate Location of Borings ........................................................... Figure No. 3 Boring Logs .......................................................................... Boring Logs 1-2 APPENDICES References.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Appendix A General Earthwork and Grading Specifications. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Appendix B Laboratory Testing Procedures. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Appendix C Retaining Wall Drainage Detail ............................................................. Appendix D 1 ) 1 SCOPE This report gives our recommendations for the proposed new residence to be located at Jefferson Street (APN 155- 180-28), Carlsbad, Encinitas, California. {See Figure No. 1, "Site Vicinity Map", and Figure No. 2, "Site Location Map"). The scope of our work conducted onsite to date has included a visual reconnaissance of the property and surrounding areas, a limited subsurface investigation of the subject property, review of reports by others and preparation of this report presenting our findings, conclusions and recommendations. 2 SITE AND PROJECT DESCRIPTION For the purposes of this report the property is assumed to face south. The subject property is irregularly shaped lot located at Jefferson Street {APN 155-180-28), Carlsbad, California. The property is bordered to the west by single family residence, to the east by a descending slope to the Interstate 5 freeway, to the north and northwest by bluff terrain features and to the south by Jefferson Drive. The general topography of the site area consists of coastal foothill terrain. The site consists of a grade flat building pad flanked to the west and north by bluff terrain and the lagoon below. Based upon our conversations with the project owner we understand the development will consist of a new single family residence constructed within the approximate limits of the existing building pad. At the time of this report a specific site plan and elevations were not available for our review. 3 FIELD INVEST/GA TION Our field investigation of the property consisted of a site reconnaissance, site field measurements, observation of existing conditions on-site and on adjacent sites, and a limited subsurface investigation of soil conditions. Our subsurface investigation consisted of visual observation of two small diameter borings, in the general areas of proposed construction, logging of soil types encountered, and sampling of soils for laboratory testing. The locations of our small diameter borings are given in Figure No. 3, "Boring Location Map". 4 SUBSOIL CONDITIONS Based upon our subsurface investigation of the property the site soil profiles and soil types are described in general as follows: Fill/Topsoil/Weathered: Fill, topsoil and weathered soil profiles consisting of slightly silty sands. These profiles extend to depths between approximately 1-6/8 feet below adjacent grade. The materials consist of reddish brown, dry to slightly moist, loose to medium dense, silty sands. Topsoil, fill materials are not considered suitable for the support of structures in their present state. Slightly silty sands classify as SW-SM according to the Unified Classification System, and based on visual observation generally possess potentials for expansion in the low range. Hirschkoff Residence Jefferson Street, Carlsbad, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No. 1 Job No. 135198-1 ,. Sandstone: Sandstone materials were found to underlie the topsoil and weathered material within our boring excavations. These materials consisted of reddish brown to grey, moist, dense to very dense, slightly silty to silty sandstone. Sandstone materials are considered suitable for the support of structures and structural improvements, provided the recommendations of this report are followed. Sandstone materials classify as SW-ML according to the Unified Classification System, and based on visual observation and our experience possess potentials for expansion in the low to medium range. 5 GROUND WATER Ground water was not encountered as part of our subsurface investigation. Groundwater is not anticipated to be a significant concern to the project provided the recommendations of this report are followed. However, in our experience groundwater conditions can develop where no such condition previously existed. If groundwater conditions are encountered during site excavations, slab underdrain systems may be required. Proper surface drainage and irrigation practices will play a significant role in the future performance of the project. Please note in the "Concrete Slab on Grade" section of this report for specific recommendations regarding water to cement ratio for moisture sensitive areas should be adhered. The project architect and/or waterproofing consultant shall specifically address waterproofing details. 6 LIQUEFACTION It is our opinion that the site could be subjected to moderate to severe ground shaking in the event of a major earthquake along any of the faults in the Southern California region. However, the seismic risk at this site is not significantly greater than that of the surrounding developed area. Liquefaction of cohesionless soils can be caused by strong vibratory motion due to earthquakes. Research and historical data indicate that loose, granular soils underlain by a near-surface ground water table are most susceptible to liquefaction, while the stability of most silty clays and clays is not adversely affected by vibratory motion. Because of the dense nature of the soil materials underlying the site and the lack of near surface water, the potential for liquefaction or seismically-induced dynamic settlement at the site is considered low. The effects of seismic shaking can be reduced by adhering to the most recent edition of the Uniform Building Code and current design parameters of the Structural Engineers Association of California. 7 CONCLUSIONS AND RECOMMENDATIONS 7.1 GENERAL At the time of this report a proposed site plan and building elevations were not available for our review. In general it is our opinion the proposed construction, as described herein, is feasible from a geotechnical standpoint, provided the recommendations of this report are followed. Hirschkoff Residence Jefferson Street, Carlsbad, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No, 2 Job No.135198-1 f ) Our review of past reports and attached topographic figures seem to indicate the site has been graded since the preparation of the original preliminary geotechnical report {Ref. 4, Appendix A). Based upon our visual observation of site conditions it also appears the very steep topography identified in the original report presently extends further east then indicated in the figures of the report. We recommend prior to finalization of foundation design the current site topography be re-shot. 7.2 EARTHWORK During our subsurface investigation we encountered undocumented fills and weathered profiles to approximately 1-6 feet below existing grade. Depending on the final configuration of the building footprint limited removal of weathered and undocumented fill profiles and recompaction of fill materials can be anticipated in the area of new building foundations. Where grading does occur it should be conducted in accordance with the recommendations below as well as Appendix B of this report, as applicable. 7 .2.1 Site Preparation Prior to any grading, the areas of proposed improvement should be cleared of surface and subsurface debris {including organic topsoil and vegetative debris). Removed debris should be properly disposed of off-site prior to the commencement of any fill operations. Holes resulting from the removal of debris, existing structures, or other improvements which extend below the undercut depths noted, should be filled and compacted using onsite material or an import material with a very low potential for expansion. 7.2.2 Removals Fill and weathered profiles found to mantle the site in our Boring excavations, upper approximately 1-6 feet as observed in the field, are not suitable for the structural support of buildings or structural improvements in their present state. We recommend a removal and recompaction in the areas of proposed slab on grade floors. In general grading should consist of the removal of unsuitable soil and scarification of subgrade to a minimum depth of 12 inches and the re-compaction of fill materials to 90 percent minimum relative compaction. In the area of driveways the upper 18 inches below adjacent grade shall be removed, scarification of subgrade and fill soils, and recompacted, as described herein and determined in the field by a representative of Engineering Design Group. Excavated fill materials are suitable for re-use as fill material during grading provided they are cleaned of debris and oversize material in excess of 6 inches in diameter {oversized material is not anticipated to be of significant concern) and are free of contamination. 7.2.3 Transitions To limit transitional movement all fill soils shall be recompacted to 90% relative compaction. Removals and undercuts may be necessary and should extend a minimum of 5 feet {orto a distance at least equal to depth of fill removals, whichever is greater) beyond the footprint of the proposed structures and settlement sensitive improvements. Where this condition cannot be met it should be reviewed by the Engineering Design Group on a case by case basis. Removal depths should be visually verified by a representative of our firm prior to the placement of fill. 7.2.4 Fills Hirschkoff Residence Jefferson Street, Carlsbad, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No. 3 Job No. 135198-1 All fill in the area of removal and recompaction should be brought to +2% of optimum moisture content and re-compacted to at least 90 percent relative compaction {based on ASTM D1557). Excavated sandy materials are suitable for re-use as fill material during fill operations, provided they are cleaned of debris and oversize material in excess of 6 inches in diameter {oversized material is not anticipated to be of significant concern) and are free of contamination. Fills should generally be placed in lifts not exceeding 6-8 inches in thickness. If the import of soil is planned, soils should have a low potential for expansion {El<SO), free of debris and organic matter. Prior to importing soils should be visually observed, sampled and tested at the borrow pit area to evaluate soil suitability as fill. Where new foundations extend across a retaining wall backfill wedge, footings shall be deepened through fill to competent sandstone or backfill shall be compacted to 95% relative compaction, as described above. Where new fills are placed with the upper 1 foot of the public right of way compaction shall be per the City's requirements. 7.2.5 Slopes Permanent slopes may be cut to a face ratio of 2:1 {horizontal to vertical). Permanent fill slopes shall be placed at a maximum 2:1 slope face ratio. All temporary cut slopes shall be excavated in accordance with OSHA requirements and shall not undermine adjacent property or structures without proper shoring. Subsequent to grading, planting or other acceptable cover should be provided to increase the stability of slopes, especially during the rainy season {October thru April}. 7.3 FOUNDATIONS The final configuration of proposed building footprint and site foundations were not available for our review at the time of this report. Depending on the final configuration and the as-built site topography deep foundations may be necessary. The following design parameters may be utilized for new foundations founded on competent material. 7.3.1 Footings bearing in competent sandstone material or compacted fill material may be designed utilizing maximum allowable soils pressure of 2,000 psf. 7.3.2 Seismic Design Parameters ,, Site. Class D ' - S'pectral Response Co~ffidents. . . SMS (g) 1.300· SMi (g): Q:739 Sos (g), 0.866. 5'D1 (~) : 0:493 Hirschkoff Residence Jefferson Street, Carlsbad, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No. 4 Job No. 135198-1 7.3.3 Bearing values may be increased by 33% when considering wind, seismic, or other short duration loadings. 7.3.4 Shallow Foundations: 7.3.4.1 The parameters in the table below should be used as a minimum for designing new shallow foundations. Footing depths to be confirmed in the field by a representative of Engineering Design Group prior to the placement of form boards, steel and removal of excavation equipment. No; of Floors Minimum Footing Width *Minimum Footing Depth Supported . Below Lowest Adjacent Grade 1 15 inches 18inches 2 15-inches 18inches 3 18 inches 24.nc~es 7.3.4.2 All footings founded into competent sandstone or recompacted fill should be reinforced with a minimum of two #4 bars at the top and two #4 bars at the bottom (3 inches above the ground}. For footings over 30 inches in depth, additional reinforcement, and possibly a stemwall system will be necessary, and should be reviewed by project structural engineer prior to construction. 7.3.4.3 All isolated spread footings should be designed utilizing the above given bearing values and footing depths, and be reinforced with a minimum of #4 bars at 12 inches o.c. in each direction (3 inches above the ground}. Isolated spread footings should have a minimum width and depth of 24 inches. 7.3.5 Deep Foundations: 7.3.5.1 Caissons should extend a minimum of 7 feet into competent competent materials beyond the point of fixity, (anticipated to be a maximum of approximately 1 ft. below competent contact.}. Skin friction values provided herein are to be used only for that portion of the caisson which lies below the point of fixity. Caisson embedment into competent material should be verified by a representative of this office prior to placing reinforcement or concrete. 7.3.5.2 Caissons should be designed based on an allowable skin friction value of 400 psf -adhesion (neglecting caisson weight) for that portion of caisson lying below the point of fixity, to a maximum bearing capacity of 45 kip per caisson (see note l}. Designs with proposed vertical bearing greater than 45 kip (omitting caisson wt.} shall be reviewed on a case by case basis. With skin friction design (only}, the bottom of caisson excavation shall be cleaned utilizing driller cleaning bucket. Cleanliness of caisson excavations are to be inspected prior to placement of steel. 7.3.5.3 For the purposes of lateral design, a passive pressure of 300 psf and coefficient of fiction of 0.33 may be utilized for grade beam systems embedded in competent materials. 7.3.5.4 Caissons shall not be out of plumb by more than 2% of their total length. 7.3.5.5 Caissons excavations should be cleaned of all loose soil debris subsequent to excavation and prior to Hirschkoff Residence Jefferson Street, Carlsbad, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No. 5 Job No. 135198-1 ., the placement of reinforcing steel. The contractor should utilize a clean out bucket to remove loose debris in the bottom of the excavations. Caissons excavations should then be visually observed by our representative in order to verify depth of embedment and cleanliness of the excavation bottom. 7.3.5.6 Caissons should be designed with a minimum diameter of 16 inches and be reinforced in accordance with the recommendations of the structural engineer. 7.3.5.7 Piers may be designed with an arching effect of three (3) pier diameters total. 7.3.5.8 Caissons may be designed using a passive earth pressure, of equivalent fluid weight, of 300 pounds per cubic foot for below point of fixity. 7.3.5.9 Summary of design values: Minimum Diameter lo inches -~ . . -· Minimum Embedment 7 feet below point of fixity Lateral Lo<;1d . See Above '. , ·"'. Allowable Skin Friction -400psf Adhesion : .. AllowableJ>asslve 300 psf Pressure Maximum Caisson 10.feet· Spacing Point of Fixity 1 ft below contact with competent material· 7.3.6 For footings adjacent to slopes a minimum horizontal setback of 12 feet in competent sandstone material or properly compacted fill should be maintained. In addition a 1.5:1 setback projected from the base of the bluff feature to the footing shall be maintained. Setback measurements should be taken as the distance from the bottom of the footing to slope daylight. Where this condition can not be met it should be brought to the attention of the Engineering Design Group for review. 7.3.7 All excavations should be performed in general accordance with the contents of this report, applicable codes, OSHA requirements and applicable city and/or county standards. 7.3.8 All foundation subgrade soils and footings shall be pre-moistened to 2% over optimum to a minimum of 18 inches in depth prior to the pouring of concrete. Hirschkoff Residence Jefferson Street, Carlsbad, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No. 6 Job No. 135198-1 7.4 CONCRETE SLABS ON GRADE All new concrete slab on grade floors should use the following as the minimum design parameters. 7.4.1 Concrete slabs on grade of the building and driveway should have a minimum thickness of 5 inches and should be reinforced with #4 bars at 18 inches o.c. placed at the midpoint of the slab. • Slump: Between 3 and 4 inches maximum • Aggregate Size: 3/4 -1 inch • Non-Moisture Sensitive Areas: Compressive Strength= 2,500 psi minimum. • Moisture Sensitive Areas and Deep Foundation: Water to cement Ratio -0.45 maximum Compressive Strength "' 4,500 psi minimum {No special inspection required for water to cement ratio purposes, unless otherwise specified by the structural engineer) • Moisture retarding additive in concrete at concrete slab on grade floors and moisture sensitive areas. 7.4.2 In moisture sensitive areas, the slab concrete should have a minimum water to cement {w/c) ratio of 0.45, generally resulting in a compressive strength of approximately 4,500 psi {No special inspection required for water to cement ratio purposes, unless otherwise specified by the structural engineer) as determined by the w/c ratio. This recommendation is intended to achieve a low permeability concrete. 7.4.3 All required fills used to support slabs, should be placed in accordance with the grading section of this report and the attached Appendix B, and compacted to 90 percent Modified Proctor Density, ASTM D-1557, and as described in the Earthwork section of this report. 7.4.4 A one inch layer of coarse sand material, Sand Equivalent {S.E.) greater than 50 and washed clean of fine materials, should be placed beneath the slab in moisture sensitive areas, above the vapor barrier. There shall be not greater than a ½ inch difference across the sand layer. 7.4.5 In moisture sensitive areas, a vapor barrier layer {15 mil) should be placed below the upper one inch of sand. The vapor barrier shall meet the following minimum requirements: • Permeance of less than 0.01 perm [grains/{ft2 hr in/Hg)] as tested in accordance with ASTM E 1745 Section 7.1. • Strength per ASTM 1745 Class A. • The vapor barrier should extend down the interior edge of the footing excavation a minimum of 6 inches. The vapor barrier should lap a minimum of 8 inches, sealed along all laps with the manufacturer's recommended adhesive. Beneath the vapor barrier a uniform layer of 3 inches of pea gravel is recommended under the slab in order to more uniformly support the slab, help distribute loads to the soils beneath the slab, and act as a capillary break. 7.4.6 Adequate control joints should be installed to control the unavoidable cracking of concrete that takes place when undergoing its natural shrinkage during curing. The control joints should be well located to direct unavoidable slab cracking to areas that are desirable by the designer. 7.4.7 All subgrade soils to receive concrete flatwork are to be pre-soaked to 2 percent over optimum Hirschkoff Residence Jefferson Street, Carlsbad, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No. 7 Job No. 135198-1 moisture content to a depth of 18 inches. 7.4.8 Exterior concrete flatwork and driveway slabs, due to the nature of concrete hydration and minor subgrade soil movement, are subject to normal minor concrete cracking. To minimize expected concrete cracking, the following may be implemented: • Concrete slump should not exceed 4 inches. • Concrete should be poured during "cool" (40 -65 degrees} weather if possible. If concrete is poured in hotter weather, a set retarding additive should be included in the mix, and the slump kept to a minimum. • Concrete subgrade should be pre-soaked prior to the pouring of concrete. The level of pre- soaking should be a minimum of 2% over optimum moisture to a depth of 18 inches. • Concrete may be poured with a 10 inch deep thickened edge. Flatwork adjacent to top of a slope should be constructed with a outside footing to attain a minimum of 7 feet distance to daylight. • Concrete should be constructed with tooled joints or sawcuts (1 inch deep} creating concrete sections no larger than 225 square feet. For sidewalks, the maximum run between joints should not exceed 5 feet. For rectangular shapes of concrete, the ratio of length to width should generally not exceed 0.6 (i.e., 5 ft. long by 3 ft. wide}. Joints should be cut at expected points of concrete shrinkage (such as male corners}, with diagonal reinforcement placed in accordance with industry standards. • Isolation joints should be installed at exterior concrete where • Drainage adjacent to concrete flatwork should direct water away from the improvement. Concrete subgrade should be sloped and directed to the collective drainage system, such that water is not trapped below the flatwork. • The recommendations set forth herein are intended to reduce cosmetic nuisance cracking. The project concrete contractor is ultimately responsible for concrete quality and performance, and should pursue a cost-benefit analysis of these recommendations, and other options available in the industry, prior to the pouring of concrete. 7.5 RETAINING WALLS Building retaining walls are not anticipated for the proposed construction. Site retaining walls up to 6 feet may be designed and constructed in accordance with the following recommendations and minimum design parameters: 7.5.1 Retaining wall footings should be designed in accordance with the allowable bearing criteria given in the "Foundations" section of this report, and should maintain minimum footing depths outlined in "Foundations" section of this report. It is anticipated that all retaining wall footings will be placed on competent sandstone material. Where cut-fill transitions may occur footings may be deepened to competent material and alternative detailing may be provided by the Engineering Design Group on a case by case basis. 7.5.2 In moisture sensitive areas (i.e. interior living space where vapor emission is a concern}, we recommend any building retaining walls be designed as poured in place concrete in lieu of masonry. Hirschkoff Residence Jefferson Street, Carlsbad, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No. 8 Job No. 135198-1 7.5.3 Unrestrained cantilever retaining walls should be designed using an active equivalent fluid pressure of 35 pcf. This assumes that granular, free draining material with low potential for expansion (E.I. <SO) will be used for backfill, and that the backfill surface will be level. Where soil with potential for expansion is not low {E.I. >50) a new active fluid pressure will be provided by the project soils engineer. Backfill materials should be considered prior to the design of the retaining walls to ensure accurate detailing. We anticipate onsite material will be utilized as retaining wall backfill. For sloping backfill, the following parameters may be utilized: Backfill Sloping Condition 2:1.5/Qpe 1.5:15/ope Active· Fluid Pr,essure SO·j:>cf ,, ·65'.pcf Any other surcharge loadings shall be analyzed in addition to the above values. 7.5.4 If the tops of retaining walls are restrained from movement, they should be designed for an uniform at-rest soil pressure of 65 psf. 7.5.5 Retaining walls shall be designed for additional lateral forces due to earthquake, where required by code, utilizing the following design parameters. • Yielding Walls= PE= {3/8) kAE (y) H2 -applied at a distance of 0.6 times the height (H) of the wall above the base • Horizontal ground acceleration value kH = 0.25g. • Where non-yielding retaining walls are proposed, the specific conditions should be brought to the attention of Engineering Design Group for alternative design values. • The above design parameters assume unsaturated conditions. Retaining wall designs for sites with a hydrostatic pressure influence (i.e groundwater within depth of retaining wall or waterfront conditions) will require special design considerations and should be brought to the attention of Engineering Design Group. 7.5.6 Passive soil resistance may be calculated using an equivalent fluid pressure of 300 pcf. This value assumes that the soil being utilized to resist passive pressures, extends horizontally 2.5 times the height of the passive pressure wedge of the soil. Where the horizontal distance of the available passive pressure wedge is less than 2.5 times the height of the soil, the passive pressure value must be reduced by the percent reduction in available horizontal length. 7.5.7 A coefficient of friction of 0.33 between the soil and concrete footings may be utilized to resist lateral loads in addition to the passive earth pressures above. 7.5.8 Retaining walls should be braced and monitored during compaction. If this cannot be accomplished, the compactive effort should be included as a surcharge load when designing the wall. 7.5.9 All walls shall be provided with adequate back drainage to relieve hydrostatic pressure, and be designed in accordance with the minimum standards contained in the "Retaining Wall Drainage Detail", Appendix D. The waterproofing elements shown on our details are minimums, and are intended to be supplemented by the waterproofing consultant and/or architect. The recommendations should be reviewed in consideration of proposed finishes and usage, especially at Hirschkoff Residence Jefferson Street, Carlsbad, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No. 9 Job No. 135198-1 basement levels, performance expectations and budget. If deemed necessary by the project owner, based on the above analysis, and waterproofing systems can be upgraded to include slab under drains and enhanced waterproofing elements. 7.5.10 Retaining wall backfill should be placed and compacted in accordance with the "Earthwork" section of this report. Backfill shall consist of soil with a very low expansion potential, granular, free draining material. 7.6 SURFACE DRAINAGE Adequate drainage precautions at this site are imperative and will play a critical role on the future performance of the dwelling and improvements. Under no circumstances should water be allowed to pond against or adjacent to foundation walls, or tops of slopes. The ground surface surrounding proposed improvements should be relatively impervious in nature, and slope to drain away from the structure in all directions, with a minimum slope of 2% for a horizontal distance of 7 feet (where possible). Area drains or surface swales should then be provided to accommodate runoff and avoid any ponding of water. Any french drains, backdrains and/or slab underdrains shall not be tied to surface area drain systems. Roof gutters and downspouts shall be installed on the new and existing structures and tightlined to the area drain system. All drains should be kept clean and unclogged, including gutters and downspouts. Area drains should be kept free· of debris to allow for proper drainage. Over watering can adversely affect site improvements and cause perched groundwater conditions. Irrigation should be limited to only the amount necessary to sustain plant life. Low flow irrigation devices as well as automatic rain shut-off devices should be installed to reduce over watering. Irrigation practices and maintenance of irrigation and drainage systems are an important component to the performance of onsite improvements. During periods of heavy rain, the performance of all drainage systems should be inspected. Problems such as gullying or ponding should be corrected as soon as possible. Any leakage from sources such as water lines should also be repaired as soon as possible. In addition, irrigation of planter areas, lawns, or other vegetation, located adjacent to the foundation or exterior flat work improvements, should be strictly controlled or avoided. 8 CONSTRUCTION OBSERVATION AND TESTING The recommendations provided in this report are based on subsurface conditions disclosed by our investigation of the project area. Interpolated subsurface conditions should be verified in the field during construction. The following items shall be conducted prior/during construction by a representative of Engineering Design Group in order to verify compliance with the geotechnical and civil engineering recommendations provided herein, as applicable. The project structural and geotechnical engineers may upgrade any condition as deemed necessary during the development of the proposed improvement(s). 8.1 Review of final approved grading and structural plans prior to the start of work for compliance with geotechnical recommendations. 8.2 Attendance of a pre-grade/construction meeting prior to the start of work. 8.3 Observation of subgrade, excavation bottoms. 8.4 Testing of any fill placed, including retaining wall backfill and utility trenches. 8.5 Observation of footing excavations prior to steel placement and removal of excavation equipment. 8.6 Field observation of any "field change" condition involving soils. Hirschkoff Residence Jefferson Street, Carlsbad, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No. 10 Job No. 135198-1 8.7 Walk through of final drainage detailing prior to final approval. The project soils engineer may at their discretion deepen footings or locally recommend additional steel reinforcement to upgrade any condition as deemed necessary during site observations. Engineering Design Group shall, prior to the issuance of the certificate of occupancy, issue in writing that the above inspections have been conducted by .a representative of their firm, and the design considerations of the project soils report have been met. The field inspection protocol specified herein is considered the minimum necessary for Engineering Design Group to have exercised "due diligence" in the soils engineering design aspect of this building. Engineering Design Group assumes no liability for structures constructed utilizing this report not meeting this protocol. Before commencement of grading the Engineering Design Group will require a separate contract for quality control observation and testing. Engineering Design Group requires a minimum of 48 hours notice to mobilize onsite for field observation and testing. 9 MISCELLANEOUS It must be noted that no structure or slab should be expected to remain totally free of cracks and minor signs of cosmetic distress. The flexible nature of wood and steel structures allows them to respond to movements resulting from minor unavoidable settlement of fill or natural soils, the swelling of clay soils, or the motions induced from seismic activity. All of the above can induce movement that frequently results in cosmetic cracking of brittle wall surfaces, such as stucco or interior plaster or interior brittle slab finishes. Data for this report was derived from surface observations at the site, knowledge of local conditions, and a visual observation of the soils exposed in the exploratory borings. The recommendations in this report are based on our experience in conjunction with the limited soils exposed at this site and neighboring sites. We believe that this information gives an acceptable degree of reliability for anticipating the behavior of the proposed structure; however, our recommendations are professional opinions and cannot control nature, nor can they assure the soils profiles beneath or adjacent to those observed. Therefore, no warranties of the accuracy of these recommendations, beyond the limits of the obtained data, is herein expressed or implied. This report is based on the investigation at the described site and on the specific anticipated construction as stated herein. If either of these conditions is changed, the results would also most likely change. Man-made or natural changes in the conditions of a property can occur over a period of time. In addition, changes in requirements due to state of the art knowledge and/or legislation, are rapidly occurring. As a result, the findings of this report may become invalid due to these changes. Therefore, this report for the specific site, is subject to review and not considered valid after a period of one year, or if conditions as stated above are altered. It is the responsibility of the owner or his representative to ensure that the information in this report be incorporated into the plans and/or specifications and construction of the project. It is advisable that a contractor familiar with construction details typically used to deal with the local subsoil and seismic conditions, be retained to build the structure. If you have any questions regarding this report, or if we can be of further service, please do not hesitate to contact us. We hope the report provides you with necessary information to continue with the development of the project. Hirschkoff Residence Jefferson Street, Carlsbad, California ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL CONSULTANTS Page No.11 Job No. 135198-1 .. ~: .. ·, . ~ ......... -~-:i,~,· ,. , ... ,, .... _ . ., .. ~ ...... ,_ ...... ·-··~ ., .~ ...... ,.~ .l ,, I ENGINEERING ll!D11Ct11Jl:H.. cl'31ul, S f C IWf IC'IIUS~llt11i\.-,.t~~~=:l)la am DESIGN GROUP 2121·-Monifef.Ffoaa;-·sao·Mru'Cos~ Oallfoinla 92069 " (760} 839•7302 • Fax: {760}·480-7477 • www:des1gngr0upca.;com Project: Hirschkoff, Joel Address: Jefferson Street, Carlsbad, California (APN: 155-180-28-00) EDG Project No: 135198-1 FIGURE 1 Site Vicinity Map ENGINEERJNG <lf .. alf·c· 1·,..-c· k.... ctll.. .. ". sltUCIUUL -. .lit~ -,n3 lllllf!W~Jlllll_l-" £D_\llllq;IJ\, Cli"-lftatu;lj IQ DESIGN GROUP 2121--Mbnftel-Road~-san-Mar'cd§; canrt>rrila-e2oas ... · <7ao) a39.7,so2 .. Fax: .f760)·i4B0-74.7.7 • www;desigqgr,oupca·.:com- Project: Hirschkoff, Joel Address: Jefferson Street, Carlsbad, California (APN: 155-180-28-00) EDG Project No: 135198-1 FIGURE 2 Site Location Map ENGINEERil'JG IIIJJ DESION GROUP -OlDIICIINCM..C#t. A llll'U!IIIIW l:Ul'!l<J1.l'ltl6 JQllllf:.IPJllllil-11,CP)l\!118(:14 C""4111111\'.~ • 2121 Montiel Rd°ad~ San Marcos~ Callfornliil· 92069· ,., (760) 839•7'302 • Fax: (760)·4so.:747.7 • .Www:des!~ngrouAe~:u:om Project: Hirschkoff, Joel Address: Jefferson Street, Carlsbad, California (APN: 155-180-28-00) EDG Project No: 135198-1 FIGURE 3 Approximate Boring Locations APPENDIX A REFERENCES 1. California Geological Survey, Probabilistic Seismic Hazards Mapping Ground Motion Page. 2. California Department of Conservation, Division of Mines and Geology, Fault Rupture Zones in California, Special Publication 42, Revised 1990. 3. Day, Robert W. "Geotechnical and Foundation Engineering Design and Construction." 1999. McGraw Hill. 4. Engineering Design Group, unpublished in house data. 5. Earth and Environmental Engineering Inc., "Preliminary Geotechnical Investigation, Proposed Single Family Residence, Carlsbad, California." Dated March 13, 1997. 6. Franklin, A.G. and Chang, F.K. 1977, "Permanent displacements of Earth embankments by 7. Newmark sliding block analysis, Report 5, Miscellaneous Paper, S 71-17, U.S. Army Corp of Engineers, Waterways Experiment Station, Vickburg, Mississippi." 8. Greensfelder, R.W., 1974 Maximum Credible Rock Acceleration from Earthquakes in California Division of Mines and Geology, Map Sheet 23. 9. Kennedy, Michael P. And Siang S. Tan, Geology of the Oceanside, San Luis Rey, San Marcos, 7.5' Quadrangles, San Diego County, California. Division of Mines and Geology, dated 1996. 10. Lee, L.J., 1977, Potential foundation problems associated with earthquakes in San Diego, in Abbott, P.L. and Victoria, J.K., eds. Geologic Hazards in San Diego, Earthquakes, Landslides, and Floods: San Diego Society of Natural History John Porter Dexter Memorial Publication. 11. Ploessel, M.R. and Slossan, J.E., 1974 Repeatable High Ground Acceleration from Earthquakes: California Geology, Vol. 27, No. 9, P.195-199 12. State of California, Fault Map of California, Map No. 1, Dated 1975. 13. State of California, Geologic Map of California, Map No. 1, Dated 1977. 14. Structural Engineers Association of Southern California {SEAOSC) Seismology Committee, Macroseminar Presentation on Seismically Induced Earth Pressure, June 8, 2006. 15. U.S. Army Corps of Engineers, 1985, Coast of California Storm and Tidal Waves Study, Shoreline Movement Data Report, Portuguese Point to Mexican Border, dated December 16. U.S. Army Corps of Engineers, 1985, Coast of California Storm and Tidal Waves Study, Coastal Cliff Sediments, San Diego Region {CCSTWS 87-2), dated June. 17. U.S.G.S. website. 18. Van Dorn, W.G., 1979 Theoretical aspects of tsunamis along the San Diego coastline, in Abbott, P.L. and Elliott, W.J., Earthquakes and Other Perils: Geological Society of America field trip guidebook. 19. Various Aerial Photographs KEY ANO BENCHING DETAILS FILL SLOPE EXISTING GROUND SURFACE PROJl!CT 1 TO 1 LINE FILL-OVER-CUT SLOPE --- CUT SLOPE (TO BE EXCAVATED PRIOR TO FILL PLACEMENT) /,,/' CUT-OVER-FILL SLOPE PROJECT 1 TO 1 LINE FROM TOE OF SLOPE TO COMPETENT MATERIAL EXISTING / / GROUND / / SURFACE~// $ // -,::11\ / .t \.\' .... / CUT SLOP!: (TO BE EXCAVATED PRIOR TO FILL PLACEMENT) SIDE HILL STABILITY FILL DETAIL FINISHED SLOPE FACE PROJECT 1 TO 1 LJNE FROM TOP OF SLOPE TO OUTSIDE EDGE OF KEY OVERBURDEN OR UNSUITABLE MATERIAL I • EXISTING GROUND __.. SURFACE~ ---_..---->---/".,,_. / .,,/' /" / / / // ,,,// // / / FINISHED CUT PAD / / \V/,lll:: I~ I I PAO OVEREXCAVATION DEPTH AND RECOMPACTION MAY BE RECOMMENDED BY THE GEOTECHNICAL CONSULTANT BASED ON ACTUAL FIELD ·· CONOlT-IONS--ENCOU.N.TERED •. ( COMPETENT BEDROCK OR MATERIAL AS EVALU~TEO BY THE GEOTECHNICAL CONSULTANT NOTE: Subdrain details and key width recommendations to be provided based on exposed subsurface conditions STABILITY FILL / BUTTRESS DETAIL KEY FILTER FABRIC ENVELOPE (MIRAFI UON OR APPROVED EQUIV A LENT)* OUTLET PIPES -4• 91 NONPERFORATED PIPE, 100' MAX. O.C. HORIZONTALLY, 30' MAX. O.C. VERTICAL.LY see T-CONNECTION DETAIL s~ MINT .. ~ PERFORATED PIPE 4• MIN. BEDDING SUBDRAIN TRENCH DETAIL NOTES: SEE SUBDRAIN· TRENCt DETAIL LOWEST SUBOAAIN SHOULO ae SITUATED AS LOW AS POSSIBLE TO ALLOW SUITABLE OUTLET ,-..._ 10' MIN. ,-t ·I EACH SIOE CAP T-CO.NNECTION DETAIL * IF CAL TRANS CLASS 2 PERMEABLE MATERIAL IS USED IN PLACE OF 314•-1-112• GRAVEL, FILTER FABRIC MAY BE DELETED SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. Standard Sieve Size l" 3/4" 3/8" No. 4 No. 8 No. 30 No. SO No. 200 % Passing 100 90-100 40-100 25-40 18-33 5-15 0-7 0-3 Sand Equivalent>7S For buttress dimensions, see geotechnical report/plans. Actual dimensions of buttress and subdrain ma~ be changed by the geotechnical consultant based on field conditions. SUBDRAIN INSTALLATION-Subdraln pipe should be Installed with perforations down as depicted. At location• recommended by the geotechnical consultant. nonperforated pipe should be Installed SUBDRAIN TYPS-Subdrain type should be Acrylon trlle Sutadlene Styrene (A.B.S.), Polyvinyl Chloride (PVC) or approved equivalent. Claaa 125, SOR 32.5 should be used for maximum fill depths of 35 feet. Clau 200, SDR 21 should be used for maximum flll depth• of 100 feet. CANYON SUBORAIN DETAILS .,.. ____ EX18TIN41 GROUND SUAl'ACI 314•-1:112• CLEAN GRAVEL (911.3/ft. MIN.) 4• ~IN. SEOOING '----e• gJ MIN. ___ .., PERFORATED PIPE DETAIL OF CANYON SUB0RAIN TERMINAL SUSORAIN SUBDRAIN TRENCH SEE BELOW * IF CAL TRANS CLASS 2 PERMEABL: MATERIAL IS USED IN PLACE OF 3/4•-1-112• GRAVEL. FILTER FABRI MAY BE DELETED SPECrFrCATrONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. Standard Sieve Size % Passing ltt 100 3/4" 90-100 3/8" 40-100 No. 4 25-40 No. 8 18-33 No. 30 5-15 No. SO 0-7 No. 200 0-3 Sand Equivalent>75 Subdraln should be constructed only on competent material as evaluated by the geotechnical conaultant. SUBDRAIN INSTALLATION Subdrain pipe should be installed with perforations down as depicted. At locatlone recommended by the geotechnical consultant. nonperforated pipe should be Installed. SU8DRAIN TVPE-Subdraln type should be Acrylonltrlle Sutadiene Styrene (A.B.S.), Polyvinyl Chloride (PVC) or approved equivalent. Class 125, SOR 32.5 should be used for maximum flll deptha of 3S f•et. Class 200,SOR 21 should be used for maximum fill depths of 100 feet. ROCK DISPOSAL DETAIL PINl8H GRADE DETAIL --------------------------------------- TYPICAL PROFILE ALONG WINDROW 1) Rock with maximum dimensions greater than 6 inches should not be used within 10 feet vertically of finish grade (or 2 feet below depth of lowest utility whichever is greater), and 15 feet horizontally of slope faces. 2) Rocks with maximum dimensions greater than 4 feet should not be utilized in fills. 3) Rock placement, flooding of granular soil, and fill placement should be observed by th geotechnical consultant. 4) Maximum size and spacing of windrows should be in accordance with the above detail Width of windrow should not exceed 4 feet. Windrows should be staggered vertically (as depicted). 5) Rock should be placed in excavated trenches. Granular soil (S.E. greater than or aqua to 30) should be flooded in the windrow to completely fill voids around and beneath rocks. LABORATORY TESTING PROCEDURES Moisture and Density Tests: Moisture content and dry density determinations were performed on relatively undisturbed samples obtained from the test bo-rings and/or trenches. The res.ults of these te-sts are presented in the boring and/or trench logs. Where applicable, only moisture content was determined from "und_isturbed"· or disturbed samples. · .·. · . · . Classification Tests: Typical materials were subjected to mechanical grain-size analysis by wet sieving from U. S. Standard brass screens (ASTM D422-65). Hydrometer analyses were performed where appreciable quantities of fines were encountered. The data was evaluated in determining ·the classification of the materials. The grain-size distribution curves are presented in the test data and the Unified Soil Classification is presented in both the test data and the boring and/or trench logs. · · Atterberg Limits: The Atterberg Limits were determined in accordance with ASTM D4318-84 for engineering classification of the fine-grained materials. Direct Shear Tests: Direct shear tests were performed on selected remolded and/or undisturbed samples which were soaked for a mini-mum of 24 hours. under a surcharge equal to the applied normal force during testing. After transfer of the sample to the shear box, and reloading the sample, pore pressures set up in the sample due to the transfer were allowed to dissipate for a period of approximately I hour prior to· application of shearing force. The samples were tested under various normal loads, a different specimen being used for each normal load. The samples were sheared in a motor-driven, strain-controlled, direct-shear testing apparatus at a strain rate of 0.05 inch per minute. After a travel of 0.300 inch of the direct shear machine> the motor was stopped and the sample was allowed to "relax" for approximately 15 minutes. The "relaxed" and "peak" shear values were recorded. It is anticipated that, in a majority of samples tested, the 15 minutes relaxing of the sample is sufficient to allow dissipation of pore pressures set up in the samples due to application of shearing force. The relaxed values are therefore judged to be a good estimation of effective strength parameters. The test results were plotted on the "Direct Shear Summary". for residual dfrect shear test, the samples were sheared, as described in the preceding paragraph, with the rate of shearing of 0.001 inch per minute. The upper portion of the specimen was pulled back to the original position and the shearing process was repeat~d until no further decrease in shear strength was observed with continued shearing (at least three times resheared}. There are two methods to obtain the shear values: (a) the shearing process was repeated for each normal load applied and the shear value for each normal load was recorded. One or more· than one specimen can be used in this method; {b) only one specimen was. needed, and a very high normal load (approximately 9000 psf) was applied from the begi.nning of the shearing process. After the equilibrium state was reached (after "relaxed"), the shear value for that normal load was recorded. The normal loads were then reduced gradually without shearing the sample (the motor was stopped). The shear values were recorded for different normal loads after they were reduced and the sample was "relaxed". 3040 689 Maximum Density Tests: The maximum dry density and optimum moisture content of typical materials were determined in accordance with ASTM 01557-78 (five layers). The results of the~e tests are presented tn the test data. · Expansion Index Tests: The expansion potential of selected materials was evaluated by the Expansion Index Test, U.B.C. Standard No. 29-2. Specimens are molded unde-r-a given compactive energy to approximately the optimum moisture content and approximately 50 percent saturat_iof1._ qr approximately 90 percent relative compaction. The prepared ._I-inch -tMck by 4-inch diameter specimens are loaded to an-equivalent 144 psf st.ircharge and are inundated with tap water until volumetric equilibrium is reached. The results of these tests are presented in the test data. Consolidation Tests: Consolidation tests were performed on selected, relatively undisturbed samples recovered from the sample-r. Samples were placed in a consol idometer and. loads were applied in geometric progression.. The percent consolidation for each load cycle was recorded as the ratio of the amount of vertical compression to the original 1-tnch height. The consolidation pressure curves are presented in the test data. Where applicable, time-rates of consolidation were also recorded. A plot of these rates can be used to estimate time of consolidation. Soluble Su·lfates: The soluble sulfate contents of selected samples were determined by the California Materials Method No. 417. 11 R"-Value: The resistance 11 R11 -value was determined by the California Materials Method No. 301 for base, subbase, and basement soilsr Three samples were prepared and exudation pressut-e and "R 11 -value determined· on each one. The graphically determined 11 R11 -value at exudation pressure of 300 psi is reported. Tri axi"al Compression Tests: Tri axial compression tests were performed on selected remolded and/or undisturbed samples according to ASTM 2166-85 (unconfined) and ASTM 2850-87 (confined). 3040 689 ENGINEERING DESIGN GROUP 2121 MONTIEL ROAD PHONE: (760) 839-7302 SAN MARCOS, CALIFORNIA 92069 FAX: (760) 480-74n CONC OR CMU-------..........,.'--,l'li RETWALL PER PLAN l DETAILS I-IYDROTITE WATER- STOPS AT COLD- JOINTS PER MFR INSTALLATION INSTRUCTIONS SLAS l VAPOR SARRIERPER PLAN l DETAILS .3.% MIN SLOPE MINIMUM WATERPROOFING SPECIFICATIONS (NOT TO SCALE) CD 0 ® ® 0 ® ® FOAM UV PROTECTION SOARD PER MANUFACTURER'S SPECIFICATION GRACE PROCOR FLUID-APPLIED WATERPROOFING INSTALLED PER MANUFACTURER'S SPECIFICATIONS l EXTEND 6EI-IIND CEMENT/TOI.IS SACKER SOARD. GRACE I-IYDRODUCT 22~ INSTALLED PER MANUFACTURER'S SPECIFICATION$ OvER FLUID-APPLIED WATERPROOFING TEF'4'1INA TION 6AR PER MANUFACTURER'S SPECIFICATIONS ------~ FILTER FA6RIC WI 6" MIN LAP .314" GRAvEL (I SF/ FT) 4" DIA PEF:FORATED DRAIN LINE (SCI-I~ OR EQUIVJ PEF:FORATIONS ORIENTED DOUJ,1 I.% MINIMUM GRADIENT TO SUITASLE OUTLET - EXACT PIPE LOCATION TO SE DETEF'4'11NED er SITE CONSTRAINTS 4" TALL CONCRETE CANT t1 FTG I WALL CONNECTION (UNDER WA TERPROOFINGJ. SLOPE TO 6ACI< EDGE OF FOOTING. COMPACTED SACl<FILL ~9o MIN RELATlvE COMPACTION IN ALL OTI-IER AREAS U.O.N. 6 11 MAX LIFTS. ONLY LIGI-ITUEIGI-IT I-IAND-OPERATED EQUIPMENT SI-IALL SE USED WITI-IIN .3 FEET OF Tl-IE 6ACI<. FACE OF WALL. APPENDIX A REFERENCES 1. California Geological Survey, Probabilistic Seismic Hazards Mapping Ground Motion Page. 2. California Department of Conservation, Division of Mines and Geology, Fault Rupture Zones in California, Special Publication 42, Revised 1990. 3. Day, Robert W. "Geotechnical and Foundation Engineering Design and Construction." 1999. McGraw Hill. 4. Engineering Design Group, unpublished in house data. 5. Earth and Environmental Engineering Inc., "Preliminary Geotechnical Investigation, Proposed Single Family Residence, Carlsbad, California." Dated March 13, 1997. 6. Franklin, A.G. and Chang, F.K. 1977, "Permanent displacements of Earth embankments by 7. Newmark sliding block analysis, Report 5, Miscellaneous Paper, S 71-17, U.S. Army Corp of Engineers, Waterways Experiment Station, Vickburg, Mississippi." 8. Greensfelder, R.W., 1974 Maximum Credible Rock Acceleration from Earthquakes in California Division of Mines and Geology, Map Sheet 23. 9. Kennedy, Michael P. And Siang S. Tan, Geology of the Oceanside, San Luis Rey, San Marcos, 7.5' Quadrangles, San Diego County, California. Division of Mines and Geology, dated 1996. 10. Lee, L.J., 1977, Potential foundation problems associated with earthquakes in San Diego, in Abbott, P.L. and Victoria, J.K., eds. Geologic Hazards in San Diego, Earthquakes, Landslides, and Floods: San Diego Society of Natural History John Porter Dexter Memorial Publication. 11. Ploessel, M.R. and Slossan, J.E., 1974 Repeatable High Ground Acceleration from Earthquakes: California Geology, Vol. 27, No. 9, P. 195-199 12. State of California, Fault Map of California, Map No. 1, Dated 1975. 13. State of California, Geologic Map of California, Map No. 1, Dated 1977. 14. Structural Engineers Association of Southern California (SEAOSC) Seismology Committee, Macroseminar Presentation on Seismically Induced Earth Pressure, June 8, 2006. 15. U.S. Army Corps of Engineers, 1985, Coast of California Storm and Tidal Waves Study, Shoreline Movement Data Report, Portuguese Point to Mexican Border, dated December 16. U.S. Army Corps of Engineers, 1985, Coast of California Storm and Tidal Waves Study, Coastal Cliff Sediments, San Diego Region (CCSTWS 87-2}, dated June. 17. U.S.G.S. website. 18. Van Dorn, W.G., 1979 Theoretical aspects of tsunamis along the San Diego coastline, in Abbott, P.L. and Elliott, W.J., Earthquakes and Other Perils: Geological Society of America field trip guidebook. 19. Various Aerial Photographs KEY ANO BENCHING DETAILS FILL SLOPE EXISTING GROUND SURFACE PROJl!CT 1 TO 1 LINE REMOVE UNSUITABLE MATERIAL FILL-OVER-CUT SLOPE --- -r,1-S!·-MIKrl 2' LOWEST MIN. BENCH O~~fH (KEY) CUT SLOPE (TO BE EXCAVATED PRIOR TO FILL PLACEMENT) /,,,/' EXISTING / / GROUND / / SURFACE~// :;.- / / ~1117 CUT SLOPI: CUT-OVER-FILL SLOPE / / b \.\'---(TO BE EXCAVATED PRIOR TO FILL PLACEMENT) PROJECT 1 TO 1 LINE FROM TOE OF SLOPE TO COMPETENT MATERIAL REMOVE UNSUITABLE 'MATERIAL NOTE: Back drain may be recommended by the geotechnical consultant based on actual field conditions encountered. Bench dimension recommendations may also be altered based on field conditions encountered. SIDE HILL STABILITY FILL DETAIL FINISHED SLOPE FACE PROJECT 1 TO 1 LINE FROM TOP OF SLOPE TO OUTSIDE EDGE OF I< EY OVERBURDEN OR UNSUITABLE MATERIAL I • EXISTING GROUND --- SURFACE~ _,-...---->..-_,,.... ...,,.,,, .,.,,.,.,,,... ...,,./ / ...,,. / / / ..,/ // // FINISHED CUT PAO / / PAO OVEREXCAVATION DEPTH AND RECOMPACTION MAY BE RECOMMENDED BY THE GEOTECHNICAL CONSUL TANT BASED ON ACTUAL FIELD · ·· · CONDl~IONS--ENCOUNTEREO. ( COMPETENT BEDROCK OR MATERIAL AS EVALU~TEO BY THE GEOTECHNICAL CONSULTANT NOTE: Subdrain details and key width recommendations to be provided based on exposed subsurface conditions STABILITY FILL / BUTTRESS DETAIL KEY ... f,!J NON-PERFORATED • OUTLET PIPES -i • 9S NONPeRFOAATED PIPE, 100' MAX. O.C. HORIZONTALLY, 30' MAX. O.C. VERTICALLY see T-CONNECTION DETAIL e• MIN. COVER PIPE . 0 • ~---,. ~ PERFORATED PIPE ---- FILTER FABRIC ENVELOPE (MIRAFI UON OR APPROVED EQUIV ALE NT)* si"i;,"NT 4• MIN. BEDDING SUBDRAIN TRENCH DETAIL NOTES: see SUBDRAIN TRENC> DETAIL LOWEST SUB0RAIN SHOULC BE SITUATED AS LOW AS POSSIBLE TO ALLOW SUIT ABLE OUTLET r---,. 10' MIN. 1-t ·I EACH SICE CAP T-CO.NNECTION DETAIL * IF CAL TRANS CLASS 2 PERMEABLE MATERIAL IS USED IN PLACE OF 3;4•-1-112• GRAVEL, FILTER FABRIC MAY BE DELETED SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. Standard Sieve Size l" 3/4" 3/8" No. 4 No. 8 No. 30 No. SO No. 200 % Passing 100 90-100 40-100 25-40 18-33 5-15 0-7 0-3 Sand Equivalent>7S For buttress dimensions, see geotachnical report/plans. Actual dimensions of buttress and subdrain ma~ be changed by the geotechnical consultant based on field conditions. SUBDRAIN INSTALLATION-Subdraln pipe should be Installed with perforations down as depicted. At locatlon1 recommended by the geotechnical consultant. nonperforated pipe should be Installed SUBDRAIN TYPE-Subdraln type should be Acrylon trlle Butadlene Styrene (A.B.S.), Polyvinyl Chloride (PVC) or approved equivalent. Claaa 125,S0R 32.5 should be used for maximum flll depths of 35 feet. Cl&H 200, SOR 21 1hould be used for maximum fill depth• of 100 feet. CANYON SUBORAIN DETAILS ,.... ____ EXl4TIN8 GROUND SUR, AC! e• MIN. SUBDRAIN TRENCH see BELOW R.EMOVE UNSUITABLE MATERIAL COf'EA 3/4•-1-112• CLEAN -..;..,_--GRAVEL -----4-.-M-_ -'IN'-.-S-E_O_O_IN_G __ ___,i1----.1~ (9ft.3 ltt. MIN.) 3/4•-1-·112• CLEAN GRAVEL (9ft.3/tt. MIN.) '-----8 1 .f/J MIN. ___ .., PERFORATED PIPE DETAIL OF CANYON SUBORAIN TERMINAL -----PERFORATED 0 • . a• ,f?J MIN. PIPE * IF CAL TRANS CLASS 2 PERMEASL: MATERIAL IS USED IN PLACE OF 3/4•-1-1/2" GRAVEL, FlLTER FASRI MAY BE DELETED SPECrFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. Standard Sieve Size l" 3/4" 3/8" No. 4 No. 8 No. 30 No. 50 No. 200 % Passing 100 90-100 40-100 25-40 18-33 5-15 0-7 0-3 Sand Equivalent>7S Subdraln should be constructed only on competent material as evaluated by the geotechnical conaultant. SUBDRAIN INSTALLATION Subdraln pipe should be Installed with perforations down as depicted. At location• recommended by the geotechnical consultant, nonperforatad pipe should be Installed. SUB0RAIN TVPE-Subdraln type should be Acrylonltrlle Sutadiene Styrene (A.8.S.), Polyvinyl Chloride (PVC) or approved equivalent. Class 125, SOR 32.5 should be used for maximum fill depth• of 35 feet. Class 200, SOR 21 should be ueed for max I mum flll depths of 100 feet. ROCK DISPOSAL DETAIL PINUSH GRADE OVERSIZE: WINDROW DETAIL ---------------------------------------------------------------- --------------------------------------------------------------- TYPICAL PROFILE ALONG WINDROW 1) Rock with maximum dimensions greater than 6 inches should not be used within 1 O feet vertically of finish grade (or 2 feet below depth of lowest utility whichever is greater), and 15 feet horizontally of slope faces. 2) Rocks with maximum dimensions greater than 4 feet should not be utilized in fills. 3) Rock placement, flooding of granular soil, and fill placement should be observed by th geotechnical consultant. · 4) Maximum size and spacing of windrows should be in accordance with the above detail Width of windrow should not exceed 4 feet. Windrows should be staggered vertically (as depicted). 5) Rock should be placed in excavated trenches. Granular soil (S.E. greater than or equa to 30) should be flooded in the windrow to completely fill voids around and beneath rocks. LABORATORY TESTING PROCEDURES Moisture and Density Tests: Moisture content and dry density determinations were performed on relatively undisturbed samples obtained from the test be-rings and/or trenches. The res-ul ts of these tests. are presented in the boring and/or trench logs. Wh~_re applicable, only moisture content_ was determined from "undisturbed" or disturbed samples. ~ .. Classification Tests: Typical materials were subjected to mechanical grain-size analysis by wet sievi:ng from U. S. Standard brass screens (ASTM 0~22-65). Hydrometer analyses were performed where appreciable quantities of fines were encountered. The data was evaluated i-n determining ·the classification -of the materials. The-grain-size distrihution c.urves are presented in the test data and the Unified Soil Classification is presented in both the test data and the bori:ng and/or trench 1 ogs. · Atterberg Limits: The Atterberg L imfts were. determined in accordance with ASTM D4318-84 for engineering classification of the fine-grained materials. Direct Shear Tests: Direct shear tests were performed on selected remolded and/or undisturbed samples which we-re soaked for a mini-mum. of 24 hours under a surcharge equal to the applied normal force during testing. After transfer of the sample to the shear box, and reloading the sample, pore pressures set up in the sample due to the transfer were allowed to dissipate for a period of approximately 1 hour prior to application of shearing force. The samples were tested under various normal loads, a different specimen being used for each normal load. The samples were sheared in a motor-driven, strain-controlled, direct-shear testing apparatus at a strain rate of 0.05 inch per minute. After a travel of 0.300 tnch of the direct shear machine> the motor was stopped and the sample was allowed to "relax" for approximately 15 minutes. The "relaxed" and "peak" shear va.lues were recorded. It is anticipated that, in a majority of samples tested, the 15 minutes relaxing of the sample is sufficient to allow dissipation of pore pressures set up in the samples due to application of shearing force. The relaxed values are therefore judged to be a good estimation of effective strength parameters. The test results were plotted on the "Direct Shear Summary 11 • For residual dtrect shear test, the samples were sheared, as described in the preceding paragraph, with the rate of shearing of 0.001 inch per minute. The upper portion of the specimen was pulled back to the original position and the shearing process was repeat,d until no further decrease in shear strength was observed with continued shearing (at least three times resheared). There are two methods to obtain the shear values: (a) the shearing process was repeated for each normal load applied and the shear value for each normal load was recorded. One or mo-re than one specimen can be used in this method; (b) only one specimen was needed, and a very high normal load (approximately 9000 psf) was. applied from the beginning of the shearing process. After the equilibrium state was reached (after "relaxed"), the shear value for that normal load was recorded. The normal loads were then reduced gradually without shearing the sample (the motor was stopped). The shear values were recorded for different normal loads after they were reduced and the sample was "relaxed". 3040 689 Maximum Density Tests: The maximum dry density and optimum moisture content of typical materi a 1 s were determined in accordance with ASTM 01557 -78 (five layers) • The results of these tests are presented in the test _data. · · Expansion Index Tests: The expansion potential of selected materials was evaluated by the Expansion Index Test, U.B.C. Standard No. 29-2. Specimens are molded unde-r a given compactive energy to approximately the optimum moisture content and approximately 50 percent saturat_ion_ or approximately 90 percent relative compa<;tion. The prepared .I-inch -thick by 4-inch .diameter specimens are loaded to an equivalent 144 psf surcharge and are inundated with tap water until volumetric equilibrium is reached. The results of these _tests are presented in the test data~ Consolidation Tests: Consolidation tests were performed on selected, relatively undisturbed samples recovered from the sampler. Samples were placed in a ' consolidometer and loads were applied in geometric progression. The percent consolidation for each load cycle was recorded as the ratio of the amount of vertical compression to the original I-inch height. The consolidation pressure curves are presented in the test data. Where applicable, time-rates of consolidation were also recorded. A plot of these rates can be used to estimate time of consolidation. Soluble Sulfates: The soluble sulfate con.tents of selected samples were determined by the California Materials Method No. 417. "R"-Value: The resistance 11 R11 -value was determined by the California Materials Method No. 301 for base, subbase, and basement soils.. Three samples were prepared and exudation pressure and 11 R11 -val ue determined on each one. The graphically determined "R"-value at exudation press.ure of 300 psi is reported. Triaxfal Compression Tests: Triaxial compression tests were performed on selected remolded and/or undisturbed samples according to ASTM 2166-85 (unconfined) and ASTM 2850-87 (confined). 3040 689 ' ENGINEERING DESIGN GROUP 2121 MONTIEL ROAD PHONE: (760) 839-7302 SAN MARCOS, CALIFORNIA 92069 FAX: (760) 480-74n CONC OR CHU---~'--,1'- RET WALL PER PLAN , DETAILS I-IYOROTITE WATER- STOPS AT COLO- JOINTS PER MFR INSTALLATION INSTRUCTIONS SLA6, VAPOR SARRIERPER PLAN, DETAILS .3% MIN SLOPE MINIMUM WATERPROOF/NC:, SPECIFICATIONS (NOT TO SCALE) (j) 0 ® @ (J) ® ® FOAM UV PROTECTION 60ARO PER MANUFACTURER'S SPECIFICATION GRACE PROCOR FLUID-APPLIED WATERPROOFING INSTALLED PER MANUFACTURER'S SPECIFICATIONS ' EXTEND SEI-IINO CEMENTITOUS SACl<ER60ARO. GRACE I-IYOROOUCT 22~ INSTALLED PER MANUFACTURER'S SPECIFICATIONS OVER FLUID-APPLIED WATERPROOFING TEFiiMINA TION SAR PER MANUFACTURER'S SPECIFICATIONS ------~ FILTER FA6RIC WI 6" MIN LAP 314" GRAVEL (I SF/ FTJ 4" DIA PEF:FORATEO DRAIN LINE (SCI-I 411) OR EQUIV.) PEF:FORA TIONS ORIENTED OOILN I% MINIMUM GRADIENT TO SUIT A6LE OUTLET - EXACT PIPE LOCATION TO SE OETEFi/MINEO SY SITE CONSTRAINTS 4" TALL CONCRETE CANT tJ FTG I WALL CONNECTION (UNDER WATERPROOFING). SLOPE TO SACK EDGE OF FOOTING. COMPACTED SACl<FILL ~% MIN RELATIVE COMPACTION IN ALL OTI-IER AREAS U.O.N. 6" MAX LIFTS. ONLY LIGI-ITUEIGI-IT I-IANO-OPERATEO EQUIPMENT SI-IALL SE USED WITI-IIN .3 FEET OF Tl-IE SACI< FACE OF WALL. BUILDING ENERGY ANALYSIS REPORT PROJECT: Hirschkoff Residence Jefferson St Carlsbad, Ca 92008 Project Designer: John Jensen Architect 130 S. Cedros, #220 Solana Beach, Ca 92075 858. 755.2526 Report Prepared by: Brian Hansen Technical Energy 4336 Goldfinch St San Diego, Ca 92103 858-4 72-2680 Job Number: 15-27 Date: 2/25/2015 RECEIVED FEB 2 6 ·2015 CITY OF CARLSBAD BUILDING DIVISION The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC -www.energysoft.com. Energ Pro 6.4 by Ene Soft User Number: 1082 Cl5· \ ~ Cover Page Table of Contents TABLE OF CONTENTS Form CF-1 R-PRF-01-E Certificate of Compliance Form RMS-1 Residential Measures Summary Form MF-1 R Mandatory Measures Summary HVAC System Heating and Cooling Loads Summary EnergyPro 6.4 by EnergySoft Job Number: ID: 15-27 User Number: 1082 1 2 3 16 18 22 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 09:03, Wed, Feb 25, 2015 Input File Name: 15-27 Hirschkoff.xml CF1 R-PRF-01 Page 1 of 13 GENERAL INFORMATION 01 Project Name Hirschkoff Residence 02 Calculation Description Title 24 Analysis 03 Project Location Jefferson St 04 City Carlsbad 05 Standards Version Compliance 2015 06 Zip Code 92008 07 Compliance Manager Version BEMCmpMgr 2013-3b1 (694) 08 Climate Zone CZ7 09 Software Version EnergyPro 6.4 10 Building Type Multifamily 11 Front Orientation (deg/Cardinal} 115 12 Project Scope Newly Constructed 13 . ' Number of Dwelling Units 2 j ,_. 14 Total Cond. Floor Area (FT2) 3483 15 , ~"I:~ Number of Zones 2 f 16 Slab Area (FT2) 1014 17, .. '. ,;· Number of Stories 3 18 Addition Cond. Floor Area N/A :J~:/ Natural Gas Available Yes 20 Addition Slab Area (FT2) N/A <21 --'. £,. Glazing Percentage (%} 32.2% ,r;.· ..... _ COMPLIANCE RESULTS V t· '\,,. ... 01 Building Complies with Computer Performance ,'~'.- 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. , ~''' 03 This building incorporates one or more Special Features shown·below J'.). ,•J~ :J 1._',J,\ /:> / :...-ENERGY USE SUMMARY 04 os<::~· 7 >.:--' 06 Energy Use Stai'ld~rd Proposed (kTDV/ft2-yr) (~~$i~n Design Space Heating .. ( ii ·2.65 2.76 /,',., Space Cooling \' n 2.00 6.76 • .J ''> IAQ Ventilation (: 2.00 2.00 Water Heating (), 14.56 9.14 Photovoltaic Offset "· 0.00 --) Compliance Energy Total 'J ' .:J. 21.21 20.66 t. ~·, ' /<_·' {-,,,' '-_ ~ I ) Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards -2013 Residential Compliance ( Report Version -CFlR-02122015-694 -(' 07 08 Compliance Percent Margin Improvement -0.11 -4.2% -4.76 -238.0% 0.00 0.0% 5.42 37.2% 0.00 -- 0.55 2.6% HERS Provider: Report Generated at: 2015-02-25 09:06:08 " ,; ------------------------------------- CERTIFICATE OF COM~LIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis REQUIRED SPECIAL FEATURES Calculation Date/Time: 09:03, Wed, Feb 25, 2015 Input File Name: 15-27 Hirschkoff.xml The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Cathedral Ceiling • Window overhangs and/or fins • Exposed slab floor in conditioned zone HERS FEATURE SUMMARY CF1 R-PRF-01 Page 2 of 13 The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building-level Verifications: • IAQ mechanical ventilation (' ',, Cooling System Verifications: ",,,-' '' • Minimum Airflow • Fan Efficacy Watts/CFM .',, ,, ~-'" ', -: HVAO Distribution System Verifications: , • Duct Sealing ' ', • Verified low-leakage ducts located entirely in conditioned space '-,','' Domestic Hot Water System Verifications: ~ .... , • -None-; ~-I• \,_'' ENERGY DESIGN RATING ·" (~ <-) This is the sum of the annual TDV energy consumption for energy use components includet!;in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (su~h as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. (:;_1 Reference Energy ~~-~; Energy Design Rating Total Energy (kTDV/f2-yr)* 73.73 _ (,,':::; ''' * includes calculated Appliances and Miscellaneous Energy Use (AMEU) J, ' BUILDING -FEATURES INFORMATION ---:-. -( ,- 01 02 ' ,-( . ', I 03 04 ,, -..... ~, Number of Dwelling Conditioned Floor Area (sft) Project Name Hirschkoff Residence 3483 ',(_:(,\ _,_ ,. ~-) Registration Number: CA Building Energy Efficiency Standards -2013 Residential Compliance l ( Units Number of Bedrooms 2 4 Registratlon Date/Time: Report Version -CFlR-02122015-694 73.18 05 Number of Zones 2 Margin Percent Improvement 0.55 0.7% 06 07 Number of Ventilation Number of Water Cooling Systems Heating Systems 0 2 HERS Provider: Report Generated at: 2015-02-25 09:06:08 . ,( CERTIFICATE OF COMPLIANCE -RESIDl:NTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis ZONE INFORMATION 01 02 Calculation DateITime: 09:03, Wed, Feb 25, 2015 Input File Name: 15-27 Hirschkoff.xml 03 04 05 CF1 R-PRF-01 Page 3 of 13 Zone Name Zone Type Zone Floor Area (ft2) Avg. Ceiling Height Number of Dwelling Units Main house Guest house DWELLING UNIT INFORMATION 01 Dwelling Unit Name Whole house-(1/1) Guest house 2-(1/1) DWELLING UNIT TYPES 01 02 Name CFA (ft2) DU-1 Whole house 3015 DU-2 Guest house 468 Registration Number: 03 Number of Bedrooms 3 1 p~r -Y~.\ ,) "!:.-, . ~9 Conditioned 3015 Conditioned 468 02 Dwelling Unit Type ( ' DU-1 ")1'1Qie'house DU-2·Guest house . ,'{'., · .. ' •:.• ,! ,,.J 04 _(> ~>\ 05 Number in ',.._', Building Sp~c~~~onditioning System Name (Count) 1 Cool)9g Component 1 :Heating Component 1 :Air <.:._Distribution System 1 :HVAC Fan 1 :1 (1) ,1 1 ''(Cooling Component 2:Heating Component 2:Air {. ',~ Distribution System 2:HVAC Fan 2:1 (1) ,, Registration Date/Time: CA ~uilding Energy Efficiency Standards -2013 Residential Compliance i Report Version -CFlR-02122015-694 ., 9.84577 1 10 1 03 Zone Main house Guest house 06 07 DHW System Name IAQ Vent Fan Name DHWSys1 Default Minimum IAQ Fan DHWSys3 Default Minimum IAQ Fan HERS Provider: Report Generated at: 2015-02-25 09:06:08 ; CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 09:03, Wed, Feb 25, 2015 Input File Name: 15-27 Hirschkoff.xml OPAQUE SURFACES 01 02 03 04 05 06 Name Zone Construction Azimuth Orientation Gross Area (ft2) Front Wall Main house R-19Wall 115 Front 147 Front underground Wall Main house 12 CMU Wall w/insul 115 Front 171 Left Wall Main house R-19 Wall 205 Left 114 Back Wall Main house R-19Wall 295 Back 418 Right Wall Main house R-19 Wall 25 Right 57 Right underground Wall Main house 12 CMU Wall w/insul , .25 Right 142.5 Front/Left underground W Main house 12 CMU Wall w/insul ,, 155 -specify-133 '' ·: ~ Back/Left underground Wa Main house 12 CMU Wall w/insul I 1, If 230 -specify-45 Back/Left Wall Main house R-19 Wall "'-' ~l -~:, 230 -specify-45 Back/Left Wall 2 Main house R-19Wall 250 -specify-76 . ,, FronURight underground Main house 12 CMU Wall w~jijs'.i:il ~ 65 -specify-114 FronURight Wall Main house R-19Wall. ,...__-_ . 50 -specify-76 FrontWall 2 Main house R-1~'.~ail 115 Front 180 LeftWall 2 Main hOuse R~1~·wall 205 Left 120 BackWa112 Main house .:R,l9Wall 295 Back 460 RightWa112 Main house _{' :R-19Wall 25 Right 280 Back/Left Wall 3 Main house /t/ R-19Wall 230 -specify-70 Back/Left Wall 4 Main house .:,f '/ R-19Wall 250 -specify-80 FronURight Wall 2 Main house ' ., R-19Wall 65 -specify-240 / ,' ~: FronURight Wall 3 Main house /:-.., R-19Wall 50 -specify-80 FrontWall3 Main house ( . 0 ,-:, . :-: R-19Wall 115 Front 180 LeftWall 3 Main house \. ; ' R-19Wall 205 Left 20 BackWall3 Main house, R-19Wall 295 Back 460 " RightWall3 Main hou~-~"' R-19 Wall 25 Right 170 FronULeft Wall Main hciusei R-19Wall 155 -specify-150 . '· Back/Left Wall 5 Main:6oLse f~ t 'r / R-19 Wall 230 -specify-130 Back/Left Wall 6 ,ryi_~ifi'house R-19Wall 250 -specify-80 FronURight Wall 4 ,.'.·IViain house R-19Wall 65 -specify-240 FronURight Wall 5 ,. ( :. ' Main house R-19 Wall 50 -specify-40 I,< Ar Garage wall ', Main house»Garage R-19Wall1 340 07 Window Area (ft2) 98 0 18 269 0 16 0 0 0 16 0 6 62.532 84.5 216 6 0 24 6 6 22.5 0 57.9 0 20 8 16 10 6 Registration Number: . Registration Date/Time: HERS Provider: CF1 R-PRF-01 Page4 of 13 08 Tilt(deg) 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 CA ~uilding Energy Efficiency Starida.rds -2013 Residential Compliance ) Report Version -CFlR-02122015-694 Report Generated at: 2015-02-25 09:06:08 ,. . ,,. CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 09:03, Wed, Feb 25, 2015 Input File Name: 15-27 Hirschkoff.xml Raised Floor Main house R-19 Floor No Crawlspace Raised Floor 2 Main house R-19 Floor No Crawlspace Garage floor Main house»Garage R-19 Floor No Crawlspace1 Garage Roof Main house»Garage R-19 Roof Cathedral Front/Left Wall 2 Guest house R-19 Wall 155 Back/Left Wall 7 Guest house R-19 Wall 245 Front/Right Wall 6 Guest house R-19 Wall 65 Raised Floor 3 Guest house R-19 Floor No Crawlspace Floor at garage Guest house»Garage R-19 Floor No Crawlspace1 ,', ' '. Front/Left Wall 3 Garage R-19 Wall · ·'140 Front/Left Wall 4 Garage R-19 Wall (i •, V :, 155 Back/Left Wall 8 Garage R-19 Wall .. 230 ,,.,:-) Back/Left Wall 9 Garage R-19 Wall .. , ' 245 Front/Right Wall 7 Garage R-19 Wall ,.<: ,\ %.' 50 ,.., ,, OPAQUE SURFACES -Cathedral Ceilings ,,'"' (: .. ., ,,, 01 02 Name Zone Roof Main house Roof2 Main house Roof3 Guest house Roof4 Garage ~<,;, 03 04 / .:· (', ~.c:: :.l Orientatio Type r:-:.;n ,..,'-, R-30 Roof Cathedral ~·--'i=ront ~ ,, _) R-30 Roof Cathedral :,1\ ,:·~ t ' R-30 Roof Cathedrai' ::/ /,-' R-30 Roof Cath,eQ!ai' ,,.. ( /. ,, -......... '/ (i c\ \ ,// (;',;~, : :,~ .. ··~·" / :·~- :· -specify - -specify- Front 05 Area (ft') 96 1268 468 349 54 54 20 24 -specify-150 -specify-310 -specify-310 8 460 -specify-140 -specify-140 -specify-320 -specify-310 -specify-240 06 07 Skylight Roof Rise Roof Area (ft2) (X in 12) Pitch 0 0 0 20 0 0 16 0 0 0 0 0 30 53 34 100 80 24 24 24 08 09 Roof Roof Tilt Reflectan (deg) ce 0 0.1 0 0.1 0 0.1 0 0.1 Registration Number: . : ';__ f Registration Date/rime: HERS Provider: CF1 R-PRF-01 Page 5 of13 90 90 90 90 90 90 90 90 10 11 Roof Framin Emmittanc g e Factor 0.85 0.1 0.85 0.1 0.85 0.1 0.85 0.1 CA ~uilding Energy Efficiency Standards -2013 Residential Compliance () Report Version -CFlR-02122015-694 Report Generated at: 2015-02-25 09:06:08 . ,, CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis WINDOWS 01 02 03 Calculation Date/Time: 09:03, Wed, Feb 25, 2015 Input File Name: 15-27 Hirschkoff.xml 04 05 06 07 Multipli Area 08 09 CF1 R-PRF-01 Page 6 of13 10 Name Type Surface (Orientation-Azimuth) Width (ft) Height (ft) er (ft2) LI-factor SHGC Exterior Shading Door3 Windowc Windows Window82 Window A Door4 Door8 Door 8 2 WindowA2 WindowA3 WtndowC2 WindowC3 WindowD WindowF WindowF 2 Window F3 Door1 WindowC4 WindowV WindowU Door6 Door7 WindowJ Window CS WindowC6 WindowC7 WindowJ2 WindowD2 Window F 4 Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window ,,, '1 '· ' Registration Number: 1 ::- FrontWall (Front-115) --- Front Wall (Front-115) --- Left Wall (Left-205) --- Left Wall (Left-205) --- Back Wall (Back-295) --- Back Wall (Back-295) 9,0/:;', I ,,·.,: Back Wall (Back-295) 10;0: ': ~ '1' Back Wall (Back-295) 1 '.~h'.o Right underground Wall (Right-25) ...;. ',.L. ':<,,) --- Right underground Wall (Right-25) _ (,; ::;--- Back/Left Wall 2 (-specify -250) ',; ---,',, Back/Left Wall 2 (-specify -250) ,,.--..· --(,., FronURight Wall (· specify -50) ,· -_'{ "' -- Front Wall 2 (Front-115) ;::'.f] 5.0 Front Wall 2 (Front-115) r ·; 1 5.0 Front Wall 2 (Front-1,,1_~)) 5.0 Front Wall 2 (Front•':t:15) 9.0 • ..,,t) Left Wall 2 (L'"ett2'2b5) .......... r" ,,,. Left Wall ~:(L:~ft-205) -- Back wan:i{Back-295) --{,'"\.: Back'Wa1(2 (Back-295) ---' ·'/ Back. Wall 2 (Back-295) --,' ,......_, . _Right Wall 2 (Right-25) -- BaWLeft Wall 4 (-specify -250) - ,./~ck/Left Wall 4 (-specify -250) --- :· >;::: ·sack/Left Wall 4 (-specify --250) -- ' " FronURight Wall 2 (· specify-65) f~'•, ~· ---'·, c'.,..,,,; FronURight Wall 3 (-specify-SO) ---- (,,.,.. Front Wall 3 (Front-115) 5.0 Registration Date/Time: CA ~uilding Energy Efficiency Standards -2013 Residential Compliance ) Report Version -CFlR-02122015-694 --1 90.0 0.34 0.34 Insect Screen (default) ---1 8.0 0.34 0.34 Insect Screen (default) --1 9.0 0.34 0.34 Insect Screen (default) -1 9.0 0.34 0.34 Insect Screen (default) -1 8.0 0.34 0.34 Insect Screen (default) 9.0 1 81.0 0.34 0.34 Insect Screen (default) 9.0 1 90.0 0.34 0.34 Insect Screen (default) 9.0 1 90.0 0.34 0.34 insect Screen (default) ....... _ 1 8.0 0.34 0.34 Insect Screen (default) --1 8.0 0.34 0.34 Insect Screen (default) --1 8.0 0.34 0.34 Insect Screen {default) --1 8.0 0.34 0.34 Insect Screen (default) --1 6.0 0.34 0.34 insect Screen (default) 1.5 1 7.5 0.34 0.34 Insect Screen {default) 1.5 1 7.5 0.34 0.34 Insect Screen (default) 1.5 1 7.5 0.34 0.34 Insect Screen (default) 8.0 0.556 40.0 0.34 0.34 .Insect Screen {default) ---1 8.0 0.34 0.34 Insect Screen {default) ---1 76.5 0.34 0.34 Insect Screen (default) --1 36.0 0.34 0.34 Insect Screen {default) ---1 90.0 0.34 0.34 insect Screen (default) -1 90.0 0.34 0.34 Insect Screen (default) -1 6.0 0.34 0.34 Insect Screen {default) --1 8.0 0.34 0.34 insect Screen (default) -1 8.0 0.34 0.34 Insect Screen (default) --1 8.0 0.34 0.34 Insect Screen (default) ----1 6.0 0.34 0.34 Insect Screen (default) --1 6.0 0.34 0.34 Insect Screen (default) 1.5 1 7.5 0.34 0.34 Insect Screen (default) HERS Provider: Report Generated at: 2015-02-25 09:06:08 , ~ CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 09:03, Wed, Feb 25, 2015 Input File Name: 15-27 Hirschkoff.xml Window F 5 Window Front Wall 3 (Front-115) 5.0 WindowF6 Window Front Wall 3 (Front-115) 5.0 WindowH Window Back Wall 3 (Back-295) ----- WindowH2 Window Back Wall 3 (Back-295) --- WindowH3 Window Back Wall 3 (Back-295) ---- WindowGG Window Back Wall 3 (Back-295) ---- Door5 Window Front/Left Wall (-specify-155) -- WindowC8 Window Back/Left Wall 5 (-specify-230) -- WindowC9 Window Back/Left Wall 6 (-specify -250) ---.. (.' WlndowC 10 Window Back/Left Wall 6 (-specify -250) ___ ,, ; ' ',',, - WindowN Window Front/Right Wall 4 (-specify-65) ..;;..;... ~ ~'~'.( WindowD3 Window Front/Right wall 5 (-specify-50) 2"--2.. .. ' ' SkylightP Skylight Roof2 (-specify-155) :~)'"' ' ,' SkylightQ Skylight Roof2 (-specify-155) "c ''<'' SkylightR Skylight Roof2 (-specify-155) '. -~ ', "~ Window L Window Front/Left Wall 2 (-specify--155) re·· .......... Window L2 Window Front/Left Wall 2 (-specify -155) ~ ci;,r ........ WlndowA4 Window Back/Left Wall 7 (-specify--245) ·;/ --·' WindowE Window Back/Left Wall 7 (-specify --245) ---_ ..... ~- WindowK Window Back/Left Wall 7 (-specif/.:,,245) ---~'·'' ... WlndowK2 Window Back/Left Wall 7 (-SJ?.~GifY-245) - WindowK3 Window Front/Right Wall 6 f ~pecify -65) -- Door9 Window Front/Right Wall 6f specify -65) -t • Skylights Skylight Roof3 <tspe1cify-155) Door 15 Window Front/Left'.yi.tall 3 (-specify -140) -·-. Door14 Window Front/Lefl)Wall 4 (-specify-155) ---. ' WindowM Window Back/[eft Wall 8 (-specify -230) ---," ,• WindowM2 Window !3:$_cj<iLeft Wall 8 (-specify -230) -- WindowM3 Window ./Bi{ck/Left Wall 9 (-specify--245) ---,_-·,r. WindowM4 Window (?:::'"Back/Left Wall 9 (-specify--245) ---;, '- Window MS Window ,,,_, ~~-. Front/Right Wall 7 (-specify -50) ---,·,) WindowM6 Window ('' . ',l Front/Right Wall 7 (· specify -50) -- (_ Registration Number: CA ~uilding Energy Efficiency Standards -2013 Residential Compliance ) Registration Date/Time: Report Version -CFlR-02122015-694 1.5 1 7.5 1.5 1 7.5 --1 11.3 ---1 11.3 ---1 11.3 ---1 24.0 ----1 20.0 ---1 8.0 ---1 8.0 ---1 8.0 --1 10.0 --1 6.0 1 9.0 1 8.0 1 3.0 --1 15.0 --1 15.0 ----1 8.0 --1 25.0 --1 10.0 -1 10.0 --1 10.0 -1 24.0 1 16.0 -1 100.0 --1 80.0 --1 12.0 -1 12.0 ---1 12.0 --1 12.0 --1 12.0 -1 12.0 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.39 0.29 0.39 0.29 0.39 0.29 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.39 0.29 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 HERS Provider: CF1 R-PRF-01 Page 7 of 13 Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Report Generated at: 2015-02-25 09:06:08 . , CERTIFICATE OF COMl='LIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis DOORS 01 Name Door 10 Door 10 2 OVERHANGS AND FINS 01 02 03 04 Overhang Left 05 Right Calculation Date/Time: 09:03, Wed, Feb 25, 2015 Input File Name: 15-27 Hirschkoff.xml 02 Side of Building Garage wall Garage wall 06 07 08 09 10 Left Fin I (;~ _, 03 Area (ft') 24.0 24.0 11 CF1 R-PRF-01 Page 8 of 13 04 U-factor 0.50 0.50 12 13 14 Right Fin Window Depth Dist Up Extent Extent Flap Ht /.~~pth Top Up DistL Bot Up Depth Top Up DistR Bot Up Door4 2 Doors 6 Door82 2 WindowF 4 Window F2 4 Window F3 4 Door1 10 WindowF4 2 WindowF5 2 Window F6 2 -(r~-; Registration Number: · -' ::' , ' , 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 ( (·-'1 !.•, 'I .... -,'-....,; ~. ~: ,.--,G :?,'. ,9 ,., ...... .C_:, .::.-;: . r-,.,., ' ~---:_·,"' 2 2 0 :·\> 0 6 6 0 l":_t,, :;, 0 £--. ~' 2 2 Or::\~:) ) 0 4 4 ti;/ 0 .. 4 4 .,<-o " ' 0 4 4 (?j/ 0 0 10 1~.,..:;:;.: 0 0 .. 2 1f°'A 0 0 2 ,.'2J . ::-" ;:, 0 0 2 ',<..'~--2 0 0 // -'~'-) ( ,) ·1 / Registration Date/Time: CA ~uilding Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02122015-694 ' ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 HERS Provider: Report Generated at: 2015-02-25 09:06:08 CERTIFICATE OF COMl=>LIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 09:03, Wed, Feb 25, 2015 Input File Name: 15-27 Hirschkoff.xml CF1 R-PRF-01 Page 9 of 13 OPAQUE SURFACE CONSTRUCTIONS 01 Construction Name R-19 Wall R-30 Roof Cathedral 12 CMU Wall w/insul R-19 Roof Cathedral R-19Wall1 R-19 Floor No Crawlspace R-19 Floor No Crawlspace1 SLAB FLOORS 01 Name Slab-on-Grade Slab-on-Grade 2 Slab-on-Grade 3 Registration Number: 02 03 Surface Type Construction Type Exterior Walls Wood Framed Wall Cathedral Ceilings I Wood Framed Ceiling Exterior Walls Hollow Unit Masonry Interior Ceilings Wood Framed Ceiling 04 Framing 2x6@ 16 in. O.C. 2x12@ 16 in. O.C. f ,, ~ ; ,~:'I ,, ) ',;,,'I'. ,,, r.'_>" (A~,' 2x8,@ 16 ih. o.c. '°<' '- Interior Walls Wood Framed Wall I ,{t 2x6@ 16 ih. O.C. Exterior Floors Interior Floors r\ ... .';'../ t'•:.. ; ,,;:;· Wood Framed Floo_r',-' . .: "-,'-.' ./ft;:v ,...,,"" Wood Frame'c{Floor L ~ ' '<"J . ---.:--, r ,, I' / 02(}, ~99e ,Maitfoouse "" ._~,, .. ," , :~. ~1ain house . '-., ~ ', ., ..... ,•, ~:·• I (1 : ' '-,' .,-:., Garage 2x6@ 16 in. O.C. 2x6@16 in. O,C. 03 Area (ft') 930 84 803 Registration Date/Time: l ,p (.,,·t 05 Total Cavity R-value R 19 R30 R19 R19 R19 R19 04 Perimeter (ft) 162 26 144 CA Building Energy Efficiency Standards -2013 Residential Compliance , Report Version -CFlR-02122015-694 ) 06 I 07 Winter Design U-value I Assembly Layers • Inside Finish: Gypsum Board • Cavity/Frame: R-19l2x6 • Exterior Finish: Wood 0.069 I Siding/sheathing/decking 0.036 0.071 0.046 0.067 0.050 0.048 05 • Inside Finish: Gypsum Board • Cavity/Frame: R-30l2x12 • Roof Deck: Wood Siding/sheathing/decking • Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Insulation/Furring: R-13 /3,5in. wd • Mass Layer: 12 in. MW CMU Solid Grout • Exterior Finish: Wood Siding/sheathing/decking • Floor Surface: Gypsum Board • Floor Deck: R-19l2x8 • Cavity I Frame: Wood Siding/sheathing/decking • Ceiling Below Finish: Carpeted • Inside Finish: Gypsum Board • Cavity/Frame: R-19/2x6 • Other Side Finish: Gypsum Board • Floor Surtctce: Carpeted • Floor Deck: Wood Siding/sheathing/decking • Cavity I Frame: R-19 / 2x6 • Floor Sutface: Carpeted • Floor Deck: Wood Siding/sheathing/decking • Cavity/Frame: R-19l2x6 • Ceiling Below Finish: Gypsum Board 06 07 Edge lnsul. R-value & Depth Carpeted Fraction Heated None 0 No None 0 No None 0 No HERS Provider: Report Generated at: 2015-02-25 09:06:08 , 'i' CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 09:03, Wed, Feb 25, 2015 Input File Name: 15-27 Hirschkoff.xml CF1 R-PRF-01 Page 10 of 13 BUILDING ENVELOPE -HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage ACH@50Pa Not Required . Not Required Not Required - WATER HEATING SYSTEMS 01 02 03 04 Number of Systems Multi-Family Name System Type in Building Distt,ibution Type ' -- DHWSys1 Pipe Insulation, All Lines 1 .. : \' -none- DHWSys3 Pipe Insulation, All Lines 1 ~~;,v ' .. :: -none - /, :.-· WATER HEATERS .£ 1~ ,-/. ,( .) r·,-., 01 02 03 /,,q;i/ c.\. . 05 . ,) ,., /tank Volume Energy Factor or Name Heater Element Type Tank Type ' >-"' (gal) Efficiency ,> ' DHWHeater 1 Natural Gas Srnall lnstantaneou~?..-,, ' 0 0.85 DHWHeater3 Natural Gas Small Instantaneous/' 0 0.85 " -:1:; ~ . .: \ / -. , SPACE CONDITIONING SYSTEMS ( ,,-, /, ""-';' 01 02 /~<-J <:_ .-.... ~ 03 04 ,.$:2 SC Sys Name SystemTyp4~1 • Heating Unit Name Cooling Unit Name Cooling Component 1 :Heating Component 1 :Air Other Heating.9~d.C:ooling Heating Component 1 Cooling Component 1 Distribution System 1 :HVAC Fan 1 :1 srs't~}!i Cooling Component 2:Heating Component 2:Air Other Heating and Cooling Heating Component 2 Cooling Component 2 Distribution System 2:HVAC Fan 2:1 System ,,,. ~ , HVAC -HEATING UNIT TYPES ~·' ,,_, '1,+;,> 01 . { !<;' 02 /.,,.... __ ~ ~~ Name '-;t·~~--/ Type Heating Component 1 ./ .,'-.../, CntrlFurnace -Fuel-fired central furnace ,.-~.....,_! Heating Component 1_-:o: · .. Registration Number: · 1 CA ~uilding Energy Efficiency Standards -2013 Residential Compliance -l- CntrlFurnace -Fuel-fired central furnace Registration Date/Time: Report Version -CFlR-02122015-694 05 06 07 Number of Solar Water Fraction Water Heater Heaters/System (%) DHWHeater 1 1 .0% DHWHeater3 1 .0% 06 07 08 Tc1nk Exterior Insulation Standby Loss Input Rating R-value (Fraction) 177000-Btu/hr 0 0 177000-Btu/hr 0 0 05 06 Fan Name Distribution Name HVACFan 1 Air Distribution System 1 HVAC Fan2 Air Distribution System 2 03 Efficiency 80AFUE 80AFUE HERS Provider: Report Generated at: 2015-02-25 09:06:08 ; CE~TIFICATE OF COMl=>LIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis HVAC • COOLING UNIT TYPES 01 02 Name System Type Cooling Component 1 SplitAirCond Cooling Component 2 SplitAirCond HVAC COOLING -HERS VERIFICATION 01 02 Name Verified Airflow Cooling Component 1-hers-cool Required Cooling Component 2-hers-cool Required HVAC -DISTRIBUTION SYSTEMS 01 02 Name Type Air Distribution System 1 DuctslnAII Air Distribution System 2 DuctslnAII HVAC DISTRIBUTION -HERS VERIFICATION 01 Name Air Distribution System 1-hers-dist Air Distribution System 2-hers-dist Registration Number: '•' . ' 02 Duct Leakage { ' Verification ('', ·~ . ('' -'/ Require~. r-;:,i 'i ..:r,: Req4lc~d i .._ ... , r -:(-,~:. ·< 03 EER 11.7 11.7 Calculation Date/Time: 09:03, Wed, Feb 25, 2015 Input File Name: 15-27 Hirschkoff.xml 04 05 Efficiency SEER Zonally Controlled 14 Not Zonal 14 Not Zonal . ,, 03 •',l1 /1 ./ 04 06 Multi-speed Compressor Single Speed Single Speed 05 Airflow Target -: ';·;! Verified EER Verified Sl:ER 350 ;~\;? Not Required Not Required 350 ;;:.'.::;"~-' Not Required Not Required ........ "~ .. . / 03 2-,' < •, 04 05 06 Duct Lea~~g~: Insulation R-value Duct Location Bypass Duct ") Sealed a"d·tested /'i:. ~ c:..l Seatea:and tested . {,;:::· ('.',· ., f • <.. ~'-\ (.'-":> / ,....._> ,,, .. ;-.. : 03 >. ;, Duct Leakage I ' Target(%) total leakage<= 12.0 or leakage to outdoors <= 6.0 total leakage<= 12.0 or leakage to outdoors <= 6.0 04 Verified Duct Location Required Required Registration Date/Time: 2.1 Outside None 2.1 Outside None 05 06 07 Verified Duct Buried Deeply Buried Design Ducts Ducts Not Required Not Required Not Required Not Required Not Required Not Required HERS Provider: CF1R-PRF-01 Page 11 of 13 07 HERS Verification Cooling Component 1-hers-cool Cooling Component 2-hers-cool 06 Verified Refrigerant Charge Not Required Not Required 07 HERS Verification Air Distribution System 1-hers-clist Air Distribution System 1-hers-cfist 08 Low-leakage Air Handler -- - CA Building Energy Efficiency Standards -2013 Residential Compliance ') Report Version -CFlR-02122015-694 Report Generated at: 2015-02-25 09:06:0~ . I CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 09:03, Wed, Feb 25, 2015 Input File Name: 15-27 Hirschkoff.xml CF1 R-PRF-01 Page 12 of 13 HVAC -FAN SYSTEMS 01 Name HVACFan 1 HVACFan2 HVAC FAN SYSTEMS -HERS VERIFICATION 01 Name HVAC Fan 1-hers-fan HVAC Fan 2-hers-fan IAQ (Indoor Air Quality) FANS 01 Dwelling Unit Whole house 1/1 Guest house 2 1/1 .• Registration Number: -'-> f.,:,, 1; 02 IAQCFM 120.45 29.04 02 Type Single Speed PSC Furnace Fan Single Speed PSC Furnace Fan 02 Verified Fan Watt Qr~::,v Required/'.:, ··. Required:~ / ',,,,.,' .. -· ,-::, ~?/ J' } 03 l',1 1~·;,, f' ,, . '·' '>" IAQ Watts/CFM '_-....,I _,~6:25 ..,_ ··0.25 ' _) ..... ~ ,,, (•\1 (·'/,, { -\-~:../ r~~'-? /• (:t),-,~ ~ -( '....: J ''-'-' r·0 ,-~>: f --.,._:; ~.' .. , -:,\'- 1.-·1 .... '/ / ~; I,_'.,, J} ;---:::· ,_)~tl __ .,_ ( '/ , .. ( -~<..._ . .--~.:('. ~,) ' ',..., ', Registration Date/rime: CA Building Energy Efficiency Staridafds -2013 Residential Compliance Report Version -CHR-02122015-694 ..... 03 04 Fan Power (Watts/CFM) HERS Verification 0.58 HVAC Fan 1-hers-fan 0.58 HVAC Fan 1-hers-fan 03 Required Fan Efficiency (Watts/CFM) 0.58 0.58 04 05 06 IAQ Recovery IAQFanType Effectiveness(%) HERS Verification Default 0 Required Oefault 0 Required HERS Provider: Report Generated at: 2015-02-25 09:06:08 , I CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Calculation Dateffime: 09:03, Wed, Feb 25, 2015 Input File Name: 15-27 Hirschkoff.xml CF1 R-PRF-01 Page 13 of 13 Oinlt::Jllt, .. : ........ ..th,, o..t .... u ........... Documentation Author Name: Documentation Author Signature: ~ DN:cn;BrianHansen, , o:Technical Energy, ou, Brian Hansen @__ email=technlcaLenergy@yahoo .com,e=US -Company: Signature Date: -, __ ,_._, __ . ..,.,, - Technical Energy 2/25/2015 Address: 4336 Goldfinch St CEA/HERS Certification Identification (If applicable): City/State~ip: o· C 92103 Phone: a&S..:472-2680 · an 1ego, a ' RESPONSIBLE PERSON'S DECLARATION STATEMENT ·, . '' 1/ I certify the following under penalty of perjury, under the laws of the State of California: :; ,·;;,· .",' 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for .. the·building design identified on this Certificate of Compliance. 2. I certify that the energy features and performance specifications identified on this Certificate pf i.ompliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. ,"-/ 3. The building design features or system design features identified on this Certificate of Cpf!1pllance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agenq{f9f approval with this building permit application. Responsible Designer Name: f "''. Responsible Designer Signature: <:·'"' ) John Jensen . (:) ~ ~ ,,__-/ ., Company: Date Signed: John Jensen Architect .J.J Address: /.'0" License: 130 S. Cedros, #220 l~f'~ J (_· _,-:-; r-, l ''..,_'/ City/State/Zip: /);,.: Phone: Solana Beach, Ca 92075 ',' ( t-( > ,f;,; .. t"'--' c::~7 ,,-:,L I.:: ( j) ('--~' G :.<:-;) (,~~ (/'-),A. I ' ./ '-.'• (' ,·· Registration Number: 1,,~;> CA Building Energy Efficiency Standards -2013 Residential Compliance '\ 858.755.2526 Registration Date/Time: Report Version -CFlR-02122015-694 HERS Provider: Report Generated at: 2015-02-25 09:06:08 •. RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type D Single Family D Addition Alone I Date Hirschkoff Residence @ Multi Family D Existing+ Addition/Alteration 2125/2015 Project Address California Energy Climate Zone I Total Cond. Floor Area I Addition I #of~nits Jefferson St Carlsbad CA Climate Zone 07 3,483 nla INSULATION Area Construction Type Cavity (fr) Special Features Status Wall Wood Framed R 19 4,008 New Wall Solid Unit Masonry -no insulation 590 Rigid=R-13.0 New Roof Wood Framed Rafter R30 1,796 New Slab Unheated Slab-on-Grade -no insulation 1,014 Perim = 188' New Demising Wood Framed Rafter R 19 24 New Floor Wood Framed wlo Crawl Space R19 596 New FENESTRATION I Total Area: 1, 121 I Glazina Percentaae: 32.2 % I New/Altered Averaae U-Factor: 0.34 Orientation Area(ff) U-Fac SHGC Overhang Sidefins Exterior Shades Status Front (SE) 98.0 0.340 0.34 none none Bug Screen New Left (SWJ 102.5 0.340 0.34 none none Bug Screen New Rear(NWJ 281.9 0.340 0.34 none none Bug Screen New Rear (NWJ 171.0 0.340 0.34 2.0 none Bug Screen New Rear(NWJ 90.0 0.340 0.34 6.0 none Bug Screen New Right(NE) 22.0 0.340 0.34 none none Bug Screen New Left (WJ 56.0 0.340 0.34 none none Bug Screen New Right(NE) 18.0 0.340 0.34 none none Bug Screen New Front(SE) 22.5 0.340 0.34 4.0 none Bug Screen New Front(SE) 40.0 0.340 0.34 10.0 none Bug Screen New Right(NE) 50.0 0.340 0.34 none none Bug Screen New Front(SEJ 22.5 0.340 0.34 2.0 none Bug Screen New Front (SE) 50.0 0.340 0.34 none none Bug Screen New Left(SW) 8.0 0.340 0.34 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 2 Central Furnace 80%AFUE Split Air Conditioner 14.0SEER Setback New 1 Central Furnace 80%AFUE Split Air Conditioner 14.0SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status New Gas FAU/AC Ducted Ducted Conditioned 2.1 New New Gas FAUIAC Ducted Ducted Conditioned 2.1 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 2 Small Instantaneous Gas 0 0.85 All Pipes Ins New 1 Small Instantaneous Gas 0 0.85 All Pipes Ins New EneravPro 6.4 bv EneravSoft User Number: 1082 RunCode: 2015·02·25T09:0B:48 ID: 15-27 Paae 16 of23 ) RESlDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type D Single Family D Addition Alone I Date Hirschkoff Residence @ Multi Family D Existing+ Addition/Alteration 2125/2015 Project Address California Energy Climate Zone I Total Cond. Floor Area I Addition I #ofinits Jefferson St Carlsbad CA Climate Zone 07 3,483 nla INSULATION Area Construction Type Cavity (ff) Special Features Status FENESTRATION I Total Area: 1, 1211 Glazina Percentaae: 32.2 % I New/Altered Averaae U-Factor: 0.34 Orientation Area(ff) U-Fac SHGC Overhang Sidefins Exterior Shades Status Skylight 9.0 0.390 0.29 none none None New Skylight 8.0 0.390 0.29 none none None New Skylight 3.0 0.390 0.29 none none None New Left(SW) 53.0 0.340 0.34 none none Bug Screen New Skylight 16.0 0.390 0.29 none none None New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating CooJing Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EneravPro 6.4 bv EneravSoft User Number: 1082 RunCode: 2015-02-25T09:08:48 ID: 15-27 Paae 17of23 ' 2013 Low-Rise Residential Mandatory Measures Summary ) NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the comvliance amiroach used. Excevtions mav avoly. Review the resvective code section.for more information. Building Envelope Measures: §110.6(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §110.6(a)5: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the reauirements of§ 10-111( a). §110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. §110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. §110.8(i): The thennal emittance and aged solar reflectance values of the cool roofing material meets the requirements of§ l I0.8(i) when the installation of a cool roof is specified on the CFIR. §l 10.8(j): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CFlR. Minimum R-30 insulation in wood-frame ceiling; or the weighted average U-factor shall not exceed 0.031. Minimum R-19 in a §150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R-value. §150.0(c): MinimumR-13 insulation in2x4 inch wood framing wall or have a U-factor of0.102 or less (R-19 in 2x6 or0.074 maximum U- factor). §150.0(d): Minimum R-19 insulation in raised wood-frame floor or 0.037 maximum U-factor. §150.0(g)l: In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior walls, vented attics and unvented attics with air-permeable insulation. §150.0(g)2: In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of §150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). §150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 penn/inch, be protected from physical damage and UV light deterioration; and when installed as part ofa heated slab floor meets the requirements of §110.8(2:). §150.0(q): Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U- factor of0.58; or the weighted average U-factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)lA: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)lB: Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches in area and is eauipped with a readilv accessible, operable, and tight-fitting damper or a combustion-air control device. §150.0(e)lC: Masonry or factory-built frreplaces have a flue damper with a readily accessible control. §150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a frrebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110.0-§110.3: HV AC equipment, water heaters, shower heads, faucets and all other regulated appliances are certified to the Energy Commission. §110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances ( appli- §110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. §150.0(h)l: Heating and/or cooling loads are calculated in .accordance with ASHRAE, SMACNA or ACCA using design conditions specified in § 150.0<h )2. §150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. §150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of§ 110.2( c ). § 150.0(j)lA: Storage gas water heaters with an energy factor equal to or Jess than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance ofR-12 or in-eater. §150.0(i)IB: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system §l50.0(i)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements ofT ABLE 120.3- A. §150.0(j)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non-crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. '-·2013 L ow-Ri se R .d es1 f IM en 1a an d t a ory M easures s ummary ) §150.0(j)2C: Pipe for cooling system lines shall be insulated as specified in §150.0(j)2A. Piping insulation for steam and hydronic heating systems or hot water systems with pressure> 15 psig shall meet the reauirements in TABLE 120.3-A. §150.0(j)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For §150.0(j)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or nainted with coating that is water retardant and -provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I § I 50.0(j)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the § 150.0(n)l: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr; §150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of§ 110.3( c )5. § 150.0(n)3: Solar water-heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved bv the Executive Director. Ducts and Fans Measures: All air-distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HV AC Duct Construction Standards Metal and Flexible 3rd Edition. Supply-air and return-air ducts and plenums are insulated to a minimum installed level ofR-6.0 (or higher ifrequired by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed §150.0(m)l: with mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than ¼ inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or :flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. Factory-Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints §l50.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3-6: Field-Fabricated Duct Systems shall comply with requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R-value ratings; duct insulation thickness; and duct labeling. §150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. §150.0(m)S: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not §150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §150.0(m)lO: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be §150.0(m)ll: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential APPendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)l2: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The §150.0(m)B: space conditioning system must also demonstrate airflow 2: 350 CFM per ton of nominal cooling capacity through the return grilles, and an air-handling unit fan efficacy~ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, §150.0(m)l5: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of2: 350 CFM per ton of nominal cooling capacity, and operating at an air-handling unit fan efficacy of~ 0.58 W /CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Annendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of §150.0(o): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. § 150.0(o)lA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Annendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency § 110.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. .._, '2013 L ow-Ri se R .d es1 f IM en 1a an d t a ory M easures s ummary J §110.4(b)l: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. §110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro- grammed to run only during off-peak electric demand periods. §110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. §150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, :filters, and valve requirements. Lighting Mtlasures: §110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of§ 110.9. § 150.0(k)IA: Installed luminaires shall be classified as high-efficacy or low-efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. § 150.0(k) lB: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the aoolicable provisions of §150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with §150.0(k)lC: § 130.0( c ). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts oflow efficacy lightin2: oer electrical box. § 150.0(k)lD: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output :frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed Juminaires or exhaust fans shall be rated to consume no § 150.0(k) IE: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0( c). Night lights do not need to be controlled bv vacancy sensors. §1.50.0(k)lF: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of§ 150.0(k). § 150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § 150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § 150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. §150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with §150.0(k). §150.0(k)2F: Lighting controls comply with applicable requirements of §110.9. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements if: it functions as a dimmer §150.0(k)2G: according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of§ 150.0(k) if: it §150.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of§ 130.4; the EMCS requirements of§ 130.5; and all other requirements in § 150.0(k)2. §150.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 110.9, and comolies with all other annlicable requirements in § 150.0(k)2. § 150.0(k)3A: A minimum of50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only §150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if thev are not separatelv switched from kitchen lfo·hting. §150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. § 150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy Iuminaires and controlled by vacancy sensors. §150.0(k)?: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacv, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM .E283; be sealed with a gasket or caulk between the luminaire housing §150.0(k)S: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with § 150.0(k), the ballasts shall be certified to the Energy Commission to comply with the annlicable requirements in§ 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy ifit meets all ofthe following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and §150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled bv one of the following methods: ~ . 2013 L ow-Ri se R .d f IM es1 en 1a an d t a ory M easures s ummary ,j a Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with § 110.9; meets the Installation Certification requirements in § 130.4; meets the requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automaticallv turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the § 150.0(k)9B: following requirements: i. Shall comply with §150.0(k)9A; or ii. Shall comply with the aoolicable reauirements in §110.9, §130.0, §130.2, § 130.4, § 140.7 and §141.0. § 150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)9B or 150.0(k)9D shall comply with the aoolicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0. §150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the aoolicable requirements in §110:9, §130.0, §130.2, §130.4, §140.7 and §141.0. §150.0(k)I0: Internally illuminated address signs shall comply with§ 140.8; or shall consume no more than 5 watts of power as determined according to § 130.0( c ). § 150.0(k) 11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in §110.9, §130.0, §130.1, §130.4, §140.6, and §141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of § 150.0(k) 12A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: § 150.0(k) 12B: i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fuJiy On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a §110.lO(a)l: · tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shaJI comply with the requirements of§ 110.1 0(b) through § 110.10( e ). §110.10(a)2: Low-rise multi-family buildings shall comply with the requirements of§ 110.1 0(b) through §110.10( d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for §110.l0(b)l: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi-family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skvli!!ht area. §110.lO(b)2: All sections of the solar zone located on steep-sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: No obstructions, including but not limited to, vents, chinmeys, architectural features, and roof mounted equipment, sha11 be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice §110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point ofthe obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. §110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit §110.l0(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water-heating system. §110.l0(d): A copy of the construction documents or a comparable document indicating the information from §110.I0(b) through §I 10.I0(c) shall be provided to the occupant. §110.l0(e)l: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a § 110.10( e )2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Hirschkoff Residence 2/25/2015 . System Name Floor Area New Gas FAU/AC 3,015 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 60,000 Total Room Loads 2,764 65,605 1,902 476 36,072 Total Output (Btuh) 120,000 Return Vented Lighting 0 Output (Btuh/sqft) 39.8 Return Air Ducts 656 500 Coolina Svstem Return Fan 0 0 Output per Svstem 48,000 Ventilation 0 0 0 0 0 Total Output (Btuh) 96,000 Supply Fan 1,044 -1,044 Total Output (Tons) 8.0 Supply Air Ducts 656 500 Total Output (Btuh/sqft) 31.8 Total Output (saft/Ton) 376.9 TOTAL SYSTEM LOAD 67,960 1,902 36,028 Air System CFM per System 800 HVAC EQUIPMENT SELECTION Airflow (cfm) 1,600 Rheem RGPR07EBRQR/RAND-048C*Z 82,794 11,953 120,000 Airflow (cfm/sqft) 0.53 Airflow (cfm/Ton) 200.0 Outside Air (%) 0.0% Total Adjusted System Output 82,794 11,953 120,000 Outside Air (cfm/saft) 0.00 (Adjusted for Peak Design conditions) Note: values above aiven at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak) 34°F 70°F 140°F 141 °F -I @ ·~ ~ L ~ I I I . -i Outside Air ..ar-Supply Fan 0cfm Heating Coil 140 °F ~ 1,600 cfm l ROOM l i] 70°F 70°F ~ ~ ~ I I ! ~ ~ I ~ -~ COOLING SYSTEM PSYCHROMETICS (Alrstream Temperatures at Time of Coollna Peak) 83/68°F 78 /62°F 55/ 54°F 56/54°F 0 ii @ ~c C ~ -... I I I . ·-i Outside Air ....4 .,.. 0cfm Cooling Coil Supply Fan 56/54°F j. 1,600 cfm jROOM r 41.7% I I) I 78/63 °F 78 /62 °F ~ ~ ~ I I I I~~ I ~ -~ EnergyPro 6.4 by EnergySoft User Number: 1082 RunCode: 2015-02-25T09:08:48 ID: 15-27 Page 22of23 ,/ HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Hirschkoff Residence 2/25/2015 System Name Floor Area New Gas FAU/AC 468 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 40,000 Total Room Loads 449 10,786 295 68 5,151 Total Output (Btuh) 40,000 Return Vented Lighting 0 Outout (Btuh/sqft) 85.5 Return Air Ducts 108 71 Coolina Svstem Return Fan 0 0 Output oer System 24,000 Ventilation 0 0 0 0 0 Total Output (Btuh) 24,000 Supply Fan 522 -522 Total Outout (Tons) 2.0 Supply Air Ducts 108 71 Total Output (Btuh/saft) 51.3 Total Output (sqft/Ton) 234.0 TOTAL SYSTEM LOAD 11,524 295 4,772 Air System CFM Per Svstem 800 HVAC EQUIPMENT SELECTION Airflow {cfm) 800 Rheem RGPJ05EBRQR/RANB024JA 14,322 9,235 40,000 Airflow (cfm/saft) 1.71 Airflow (cfm/Ton) 400.0 Outside Air (%) 0.0% Total Adjusted System Output 14,322 9,235 40,000 Outside Air {cfm/sqft) 0.00 (Adjusted for Peak Design conditions) Note: values above aiven at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34°F 70°F 140°F 141 °F ~ -·I @ ~c I I I I~ ~ i Outside Air -4t"" Supply Fan 0 cfm Heating Coil 141 °F 800 cfm ,. I I: i1 I ROOM 70°F 70 °F ~ ~ ~ I l I I~ ~ I ~ -~ COOLING SYSTEM PSYCHROMETICS (Alrstream Temoeratures at Time of Cooling Peak) 83 /68 °F 78/62 °F 55/54°F 56/54°F ,IJ @ ~~ I~ -~ I I I i ~ --' Outside Air .-4 i- 0cfm Cooling Coil Supply Fan 56/ 54 °F ~ 800 cfm IROOM [ill 40.8% 78/62 °F 78 /62 °F . -~ I I I I~~ I ~ ~ - EnergyPro 6.4 by EnergySoft User Number: 1082 RunCode: 2015-02·25T09:08:48 ID: 15-27 Page23of23 ,I ' ... - .... Technical Energy Calculations February 25, 2015 John Jensen Project: TEC# : Roof Wall Raised Floor Thermal Hirschkoff Residence 15-27 Summary R-30 R-1 9 (R-1 3 at basement concrete) R-19 Mass 1014 sf HVAC use Rheem RGPR07EBRQR, 60,000 BTU Gas FAU, .80 AFUE (or eq), typ of 2 (or eq) use Rheem RGPR05EBRQR, 40,000 BTU Gas FAU, .80 AFUE (or eq), typ at guest (or eq) AC use Rheem RAND048JCZ, 34,300 BTU condenser, 14.0 SEER (or eq), typ of 2 (or eq) Duct Insulation : Water Heater: Glazing: HERS Testing 4336 Goldfinch St use Rheem RAND024JCZ, 14,300 BTU condenser:, 14.0 SEER (or eq), typ at guest (or eq) R-2.1 (ducts within conditioned space) Use Aquastar 250 FXNG, tankless gas water heater, .84 EF typ of 3 (2 main & l guest) R-5 pipe insulation at all hot water lines dual glazed non-metal windows & doors (.34 'U' value & .34 SHGC), or eq Verified Fan power & fan watt draw (0.58 watts/CFM) (CEC required) Sealed ducts & leakage tested (6% max) (CEC required) Verified Air flow (350 CFM/ton) (CEC required) IAQ whole house fan (130 CFM; 0.25w/CFM) at main house (CEC required) IAQ whole house fan (30 CFM; 0.25w/CFM) at guest house (CEC required) San Diego, Ca. 92103 Phone(858)472-2680 Technical Energy Calculations May 12, 2015 John Jensen Project: TEC# : Roof Wall Raised Hirschkoff Residence 15-27 Summary R-30 ------..,~----------.. -.. -----1 R-19 (R-13 at basement concrete~-R-26_@ 8"_ fram~ eastwalls1 RECEIVED MAY 21 2015 CITY OF CARLSBAD BUILDING DIVISION Floor R-19 (R-30 at garage to guest unit) Thermal Mass 1014sf -7 ·---~ --l HVAC use Rheem RGPR07EBRQR, 60,000 BTU Gas FAU, .~2 _AFlJ~ (or eq), typ of 2 (or eq) AC Duct Insulation : Water Heater: Glazing: HERS Testing 4336 Goldfinch St use Rheem RGPR0SEBRQR, 40,000 BTU Gas FAU, .80 AFUE (or eq), typ at guest (or eq) use Rheem RAND048JCZ, 34,300 BTU condenser,, 14.0 SEER (or eq), typ of 2 (or eq) use Rheem RAND024JCZ, 14,300 BTU condenser,: 14.0 SEER (or eq), typ at guest (or eq) R-2.1 (ducts within conditioned space) . Use AO Smith GPVX ?SL-200, 75 gal gas water heater .68 EF typ of@ main res Use AO Smith GPVX 50L-200, 50 gal gas water heater .70 EF typ of@ guest r:es R-5 pipe insulation at all hot water lines dual glazed non-metal windows & doors (.34 'U' value & .24 SHGC), or eq Verified Fan power & fan watt draw (0.58 watts/CFM) Sealed ducts & leakage tested (6% max) Verified Air flow (350 CFM/ton) (CEC required) (CEC required) (CEC required) IAQ whole house fan (130 CFM; 0.25w/CFM) at main house (CEC required) IAQ whole house fan (30 CFM; 0.25w/CFM) at guest house (CEC required) San Diego, Ca. 92103 Phone(858)472-2680 ..._ ) CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis GENERAL INFORMATION 01 Project Name 02 Calculation Description 03 Project Location 04 City 06 Zip Code 08 Climate Zone 10 Building Type 12 Project Scope 14 Total Cond. Floor Area (FT2) 16 Slab Area (FT2) 18 Addition Cond. Floor Area 20 Addition Slab Area (Fr2) COMPLIANCE RESULTS Hirschkoff Residence Title 24 Analysis Jefferson St Carlsbad 92008 CZ? Multifamily Newly Constructed 3483 1014 N/A N/A 01 Building Complies with Computer Perform,aJice"" ,"'.'.'. .. .,., - Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml 05 Standards Version 07 Compliance Manager Version 09 Software Version 11 Front Orientation (deg/Cardinal) 13 Number of Dwelling Units 15 Number of Zones 17 Number of Stories 19 Natural Gas Available 21 Glazing Percentage (%) 1·1 fl"~'"' [F l:fi1l~r~ I ili'\..m;:,,. ~ Compliance 2015 CF1 R-PRF-01 Page 1 of 14 BEMCmpMgr 2013-3c (710) EnergyPro 6.5 115 2 2 3 Yes 34.0% 02 This building incorporates fea_t~r{s~hat re~uire fiel.cf{Jst'iM\nd/or~riflcWii>it!by fcertifi~HERS lte!unJete supervision of a CEC-approved HERS provider . .,. , \ ":'-. -~I, ., I 1., "-.;.. .-~-----· , , t ·;'.I .... · .,. · _ • ""' 03 ' "\,. '( t """""-:?._ ~-.,.. ~ ..,.,,." ...... .,.,.,.. -"""' ... -11 ---............... This building incorporates one or,mo{e Special fea~esJ.b.ow»J>elow-. - -'11.J/J II ---'',\. r, IC n .::, F n \..J V I I...Jf C n ENERGY USE SUMMARY 04 05 06 07 08 Energy Use Standard Proposed Compliance Percent (kTDV/ft2-yr) Design Design Margin Improvement Space Heating 2.67 3.63 -0.96 -36.0% Space Cooling 2.06 3.24 -1.18 -57.3% IAQ Ventilation 2.00 2.00 0.00 0.0% Water Heating 14.56 12.06 2.50 17.2% Photovoltaic Offset ----0.00 0.00 ---- Compliance Energy Total 21.29 20.93 0.36 1.7% Registration NU m be r: 215-N0124588A-OOOOOOOOO-OOOO Registration Date/Time: 2015-05-12 09:54:51 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 Report Generated at: 2015-05-12 06:36:36 . ) CERTIFICATE OF COMPLIANCE • RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis REQUIRED SPECIAL FEATURES Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Cathedral Ceiling • Window overhangs and/or fins • Exposed slab floor in conditioned zone HERS FEATURE SUMMARY CF1 R-PRF-01 Page 2 of 14 The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building-level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified SEER • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing • Verified low-leakage ducts located entirely in conditioned space Domestic Hot Water System Verifications: • --None --... ... --~-.,_ ·~---· --·-., ____ -·-r --~,. .. ---1r"' 1 r h,..,_.,. 1 r'"'· rt"\, ··""1 r-1 r n ENERGY DESIGN RATING (\ \\ dl Ji\\ f ,.;:..::i r-,, H ~, llff)\(r-~ t l • f'"\'\ This is the sum of the annual TDV energy corisumptleinjorfo\tergy u'se~corii'p'c(ne'nts1inclucleci' ih·tfie:p~rforhfanc1d complfancfd appMacti fof-.th~·Sl'i:lrfd'ard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and Gomponents n~t-r.eg!-Jlated by...-qtle ¥! P~ (sl'.l'ch as d~estie"apploes 'and t'drsur:, ele·ctroniCs) and accounting for the annual TDV energy offset by an on-site renewable energy system. ~ I .::; Ir\ V C ~ Reference Energy Use Energy Desi!;ln R,atiri!;I Margin Percent Improvement ---Total Energy (kTDV/f2-yr)* 73.81 73.45 0.36 0.5% * includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING -FEATURES INFORMATION 01 02 03 04 05 06 07 Number of Dwelling Number of Ventilation Number of Water Project Name Conditioned Floor Area (sft) Units Number of Bedrooms Number of Zones Cooling Systems Heating Systems Hirschkoff Residence 3483 2 4 2 0 2 Registration Number: 215-N0124588A-OOOOOOOOO-OOOO Registration Date/Time: 2015-05-12 09:54:51 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 Report Generated at: 2015-05-12 06:36:36 '--· -> CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01 Page 3 of 14 Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis ZONE INFORMATION 01 Zone Name Main house Guest house DWELLING UNIT INFORMATION 01 Dwelling Unit Name DDU-1 Whole house-(1/1) DDU-2 Guest house-( 1 /1) DWELLING UNIT TYPES 01 02 Name I CFA (ft2) DU-1 Whole house I 3015 03 Number of Bedrooms .,.3 h DU-2 Guest house I 468 ~ I \ ' ..,. Registration Number: 215-N0124588A-ooooooooo-oooo 02 Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml 03 04 05 Zone Type Zone Floor Area (ft2) Avg. Ceiling Height Number of Dwelling Units Conditioned 3015 9.84577 1 Conditioned 468 10 1 02 03 Dwelling Unit Type Zone DU-1 Whole house Main house DU-2 Guest house Guest house 04 05 06 I 07 Number in Building __ s~~:.':... Co~tio!:IJ.'!~~Y~~ Name iCount) DHW System Name IAQ Vent Fan Name ~~-n ( ,,.--. ~\ fl (( CoJJ1~.9 cif~.jent(:He'J!Irig Compoie~ JP 1' , ' -ir;:rrh~lh1•1f;:,,.. ~.,,..f;,,._, ,t~i'/J\.I"" Cn.n "1 ~ /'tL. DHW Sys 1 Default Minimum IAQ Fan ~· ,-----.i-vvvnn::::f"''-='\;lf'lltJV1'1VIIL"'G.,I IVC:l'l.ll'lbf V:Vlllt,JVl'IVIIL-,.rur ._ ---DHWSys3 I Default Minimum IAQ Fan t-t JC C, C: Dis~utiOJ2:?YSte"\2:hl..VtC"!jfin i~1"'1)c C .. ~ ..... . ,. -" .. ---.. .. --"',. Registration Date/Time: 2015-05-12 09:54:51 HERS Provider: CaiCERTS inc. CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 Report Generated at: 2015-05-12 06:36:36 .___ ~ > CERTIFICATE OF COMPLIANCE • RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis OPAQUE SURFACES 01 02 03 Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml 04 05 06 07 CF1 R-PRF-01 Page 4 of 14 08 Name Zone Construction Azimuth Orientation I Gross Area (tt2) I Window & Door Area (W) I Tilt (deg) Front Wall Front underground Wall Left Wall Back Wall Right Wall Right underground Wall FronULeft underground W Back/Left underground Wa Back/Left Wall Back/Left Wall 2 FronURight underground FronURight Wall Front Wall 2 LeftWall 2 BackWall 2 RightWall 2 Back/Left Wall 3 Back/Left Wall 4 FronURight Wall 2 FronURight Wall 3 Front Wall 3 Left Wall 3 BackWall 3 Right Wall 3 FronULeft Wall Back/Left Wall 5 Back/Left Wall 6 FronURight Wall 4 FronURight Wall 5 Garage wall Main house Main house Main house Main house Main house Main house Main house Main house Main house M{,iin house Main house Main house Main house . "' Main ~<?t:J,se . Main~o'u~e . ~ Main hous~ Main house Main house Main house Main house Main house Main house Main house Main house Main house Main house Main house Main house Main house R-19Wall 115 12 CMU Wall w/insul 115 R-19 Wall 205 R-19 Wall 295 R-19 Wall 25 12 CMU Wall w/insul 25 12 CMU Wall w/insul 155 12 CMU Wall w/insul 230 R-19 Wall 230 R-19Wall 250 12 CMU Wall w/insul 65 R-19 Wall I 50 -~~::.., J-__ -! 1 /1/r{;,1iw~11.! r~~1)~~1? ~ ll A~l lU1 ~-19Wani fu~ ti _ v~ti~ '-.::::~\l~Jcr '¼"R5if9lwafP t1 ti. µ--~g I H le H B!;26WalP H (J \s' I R-19 Wall 230 R-19 Wall 250 R-26 Wall 65 R-19 Wall 50 R-19 Wall 115 R-19 Wall 205 R-19 Wall 295 R-26Wall 25 R-19 Wall 155 R-19 Wall 230 R-19 Wall 250 R-26Wall 65 R-19 Wall 50 Main house>>Garage R-26 Wall1 Front I 147 I 88 I 90 Front 171 90 Left 114 16 90 Back 418 216 90 Right 57 8 90 Right 142.5 16 90 -specify -133 90 -specify-45 90 -specify -45 90 -specify -76 16 90 -specify -114 90 -specify -76 6 90 .~ .,f~t ~,, ... 180 61 90 Ii Jelf 120 44 90 ~ faacf ~I~ G 460 266.5 90 QRifill! Fl~ 280 6 90 -specify -70 90 -specify-80 24 90 -specify-240 6 90 -specify -80 6 90 Front 180 21 90 Left 20 90 Back 460 189 90 Right 170 90 -specify-150 20 90 -specify -130 16 90 -specify-80 90 -specify -240 10 90 -specify -40 90 340 Registration Number: 215-N0124588A-OOOOOOOOO-OOOO Registration Date/Time: 2015-05-12 09:54:51 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 Report Generated at: 2015-05-12 06:36:36 ..__ r -~ CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml Raised Floor Main house R-19 Floor No Crawlspace 54 Raised Floor 2 Main house R-19 Floor No Crawlspace 54 Garage floor Main house>>Garage R-19 Floor No Crawlspace1 20 Garage Roof Main house>>Garage R-19 Roof Cathedral 24 Front/Left Wall 2 Guest house R-19 Wall 155 -specify-150 Back/Left Wall 7 Guest house R-19 Wall 245 -specify -310 Front/Right Wall 6 Guest house R-26 Wall 65 -specify -310 Raised Floor 3 Guest house R-19 Floor No Crawlspace 8 Floor at garage Guest house»Garage R-30 Floor No Crawlspace 460 Front/Left Wall 3 Garage R-19 Wall 140 -specify-140 Front/Left Wall 4 Garage R-19 Wall 155 -specify-140 Back/Left Wall 8 Garage R-19 Wall 230 -specify -320 Back/Left Wall 9 Garage R-19 Wall 245 -specify -310 Front/Right Wall 7 Garage R-19 Wall 50 -specify -240 Front/Right Wall 8 Garage -R-19 Wall 65 -specify -310 .~ n ~~.~~~~ ~ OPAQUE SURFACES -Cathedral Ceilings ,"\ {( 5\fiU i,I 'U, If~~ I " 1nr .. ~,\\ '~ (51j j ~4. t ~® \1 i Ji losJ ·~-01 02 o~-~ .'-:;; .-;;) 08 Name Zone ~ TypeH E ~ientatio ~ D~ Area(·) S~ghtttyf (ft2) I Rioft,ise-( -in 12r-~of Roof Tilt Pitch (deg) Roof Main house R-30 Roof Cathedral Front 96 0 0 0 0 Roof2 Main house R-30 Roof Cathedral -specify-1268 20 0 0 0 Roof3 Guest house R-30 Roof Cathedral -specify -468 16 0 0 0 Roof4 Garage R-30 Roof Cathedral Front 349 0 0 0 0 30 50 34 100 80 24 24 24 24 09 Roof Reflectance 0.3 0.3 0.3 0.3 Registration Number: 215-N0124588A-OOOOOOOOO-OOOO Registration Date/Time: 2015-05-12 09:54:51 HERS Provider: CF1 R-PRF-01 Page 5 of 14 90 90 90 90 90 90 90 90 90 10 11 Roof Framing Emittance Factor 0.75 0.1 0.75 0.1 0.75 0.1 0.75 0.1 CalCERTS inc. CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 Report Generated at: 2015-05-12 06:36:36 "--r -J CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis WINDOWS 01 02 03 Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml 04 05 06 07 Multipli Area 08 09 CF1 R-PRF-01 Page 6 of 14 10 Name Type Surface (Orientation-Azimuth) Width {ft) Height {ft) er (ft2) U-factor SHGC Exterior Shading Door 3 Window Front Wall (Front-115) --------1 80.0 0.34 0.24 Insect Screen (default) WindowC Window Front Wall (Front-115) --------1 8.0 0.34 0.24 Insect Screen (default) Window B Window Left Wall (Left-205) --------1 8.0 0.34 0.24 Insect Screen (default) Window B2 Window Left Wall (Left-205) --------1 8.0 0.34 0.24 Insect Screen (default) Window A Window Back Wall (Back-295) --------1 8.0 0.34 0.24 Insect Screen (default) Door4 Window Back Wall (Back-295) 8.0 8.0 1 64.0 0.34 0.24 Insect Screen (default) Door4 2 Window Back Wall (Back-295) 8.0 8.0 1 64.0 0.34 0.24 Insect Screen (default) Door 3 2 Window Back Wall (Back-295) 10.0 8.0 1 80.0 0.34 0.24 Insect Screen (default) WindowC2 Window Right Wall (Right-25) --------1 8.0 0.34 0.24 Insect Screen (default) WindowA2 Window Right underground Wall (Right-25) --------1 8.0 0.34 0.24 Insect Screen (default) WindowA3 Window Right undergrqund Wall (Right-25) --------1 8.0 0.34 0.24 Insect Screen (default) WindowC 3 Window Back/Left '}Vilt~(-specifyj--~~~ n,:.=a f1-~C:~.::.::l;(; ~ ----i 1 8.0 0.34 0.24 Insect Screen (default) WindowC4 Window Back/Left.'yi/all 2 ($sile-ci{yl-f50) J, ' f ,;,,><" "l .. ,, i-; [6 ~~ ,, £ ¥1 "' -jj ~ ~ ·---I. Vft\, Pa.o 0.34 0.24 Insect Screen (default) WindowD Window ~(',,,'FfcnURig'i,t,yv~ {J~~ci!¥ _!§o~ IJ\::::a Ii] ' .. \ '\ •;;,, "''4'--.,;:;;» ~ {,.;. ' 'ii J:.1 ~ -, .. -I I 11 ~ ~~ 0.34 0.24 Insect Screen (default) Window F Window ·"'-~\front W~ (F~Q]t-1~ <.: p R 5do"'\ '.1 .. 115 rl w= Q7.5 0.34 0.24 Insect Screen (default) Front Wall 2 (Front-115) . --,-(5 ' -WindowJ Window 4.0 1 6.0 0.34 0.24 Insect Screen (default) WindowF 2 Window Front Wall 2 (Front-115) 5.0 1.5 1 7.5 0.34 0.24 Insect Screen (default) Door1 Window Front Wall 2 (Front-115) --------1 40.0 0.34 0.24 Insect Screen (default) WindowC 5 Window Left Wall 2 (Left-205) --------1 8.0 0.34 0.24 Insect Screen (default) WindowX Window Left Wall 2 (Left-205) --------1 36.0 0.34 0.24 Insect Screen (default) Door 3 3 Window Back Wall 2 (Back-295) --------1 80.0 0.34 0.24 Insect Screen (default) Door 3 4 Window Back Wall 2 (Back-295) --------1 80.0 0.34 0.24 Insect Screen (default) WindowW Window Back Wall 2 (Back-295) --------1 76.5 0.34 0.24 Insect Screen (default) WindowT Window Back Wall 2 (Back-295) --------1 15.0 0.34 0.24 Insect Screen (default) WindowT2 Window Back Wall 2 (Back-295) --------1 15.0 0.34 0.24 Insect Screen (default) WindowJ 2 Window Right Wall 2 (Right-25) --------1 6.0 0.34 0.24 Insect Screen (default) WindowC 6 Window Back/Left Wall 4 (-specify--250) --------1 8.0 0.34 0.24 Insect Screen (default) WindowC 7 Window Back/Left Wall 4 (-specify--250) --------1 8.0 0.34 0.24 Insect Screen (default) WindowC 8 Window Back/Left Wall 4 (-specify--250) --------1 8.0 0.34 0.24 Insect Screen (default) Registration Number: 215-N0124588A-OOOOOOOOO-OOOO Registration Date/Time: 2015-05-12 09:54:51 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 Report Generated at: 2015-05-12 06:36:36 Ill.'. -_, CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml WindowJ 3 Window Front/Right Wall 2 (-specify--65) --------1 6.0 WindowD 2 Window Front/Right Wall 3 (-specify--50) --------1 6.0 Window F 3 Window FrontWall 3 (Front-115) 5.0 1.5 1 7.5 WindowJ 4 Window Front Wall 3 (Front-115) 4.0 1.5 1 6.0 Window F 4 Window Front Wall 3 (Front-115) 5.0 1.5 1 7.5 WindowG Window Back Wall 3 (Back-295) --------1 40.0 WindowE Window Back Wall 3 (Back-295) --------1 24.0 WindowG 2 Window Back Wall 3 (Back-295) --------1 40.0 WindowV Window Back Wall 3 (Back-295) --------1 36.0 WindowU Window Back Wall 3 (Back-295) --------1 18.0 WindowY Window Back Wall 3 (Back-295) --------1 12.0 WindowZ Window Back Wall 3 (Back-295) --------1 19.0 Door5 Window Front/Left Wall (-specify --155) --------1 20.0 WindowC 9 Window Back/Left Wall 5 (-specify --230) --------1 8.0 WindowC 10 Window Back/Left Wall g (-specify--230) --------1 8.0 WindowN Window fr9nt/RighJ,)(Ya11~4 (-speqify 7~5)~ f? rr ~~7::=l(i ;:;::, ----r 1 10.0 Skylight P Skylight (\ Roo{2 (-speM~i155f \ i? Jl J< ii ' ~ J J(1))' ~9.0 \ /.-,,,., ti' ~ l ! ' ,, Skylight Q Skylight -<:.:,,:;, \ Roof'22·(~l?psc;jfy!J1~b)'~;;.~ ~ U \\ u t:;: on L lJ 1 U ' ~!Q) Skylight R Skylight -,~~Roof 2 (rsP.eciiy;-155? ii ~ • • ·-~ p R O' ~, -, f) 11-~-R3.o Window L Window Front/Left Wall 2 (· specify--155) --------1 15.0 WindowL 2 Window Front/Left Wall 2 (-specify--155) --------1 15.0 WindowA4 Window Back/Left Wall 7 (-specify--245) --------1 8.0 WindowM Window Back/Left Wall 7 (-specify --245) --------1 12.0 WindowL3 Window Back/Left Wall 7 (-specify--245) --------1 15.0 WindowL4 Window Back/Left Wall 7 (-specify --245) ........ ----1 15.0 WindowK Window Front/Right Wall 6 (-specify--65) --------1 10.0 Door6 Window Front/Right Wall 6 (-specify--65) --------1 24.0 Skylight S Skylight Roof 3 (-specify --155) 1 16.0 Door12 Window Front/Left Wall 3 (-specify--140) --------1 100.0 Door 11 Window Front/Left Wall 4 (-specify --155) --------1 80.0 Window M 2 Window Back/Left Wall 8 (-specify --230) --------1 12.0 WindowM 3 Window Back/Left Wall 8 (-specify--230) --------1 12.0 WindowM4 Window Back/Left Wall 9 (-specify --245) --------1 12.0 Registration Number: 215-N0124588A-OOOOOOOOO-OOOO Registration Date/Time: 2015-05-12 09:54:51 CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.39 0.29 0.39 0.29 0.39 0.29 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.34 0.24 0.39 0.29 0.71 0.73 0.71 0.73 0.34 0.24 0.34 0.24 0.34 0.24 HERS Provider: CF1 R-PRF-01 Page 7 of 14 Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) CalCERTS inc. Report Generated at: 2015-05-12 06:36:36 II..:. ~ _,, CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis Window M 5 Window Window M 6 Window WindowM 7 Window DOORS 01 Name Door? Door? 2 Door? 3 OVERHANGS AND FINS 01 02 Back/Left Wall 9 (-specify--245) FronURight Wall 7 (-specify--50) FronURight Wall 7 (-specify--50) 03 04 05 -Overhang Left Right Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml --------1 12.0 --------1 12.0 --------1 12.0 02 Side of Building Garage wall Garage wall FronURight Wall 8 06 07 08 09 10 Left Fin 0.34 0.24 0.34 0.24 0.34 0.24 03 Area (ft2) 24.0 24.0 24.0 11 CF1 R-PRF-01 Page 8 of 14 Insect Screen (default) Insect Screen (default) Insect Screen (default) 04 U-factor 0.50 0.50 0.50 12 13 14 Right Fin Window Depth Distl,/p Extent Extent ..... . Flap Ht. Depth Top Up DistL Bot Up Depth Top Up DistR Bot Up Door4 6 0.1 ,. ,-:r"'-1-U.v l ( 6c::._, Ii ,f~·~ . ro' .. '), i ... l. f ; 7 P1(C" 011 r-:::.:...... 0~ 0 0 0 0 0 Door 4 2 6 .. ~ . \\0.1 \ \ 6(n. Ii \6, rr0!K\ Ho_), 0fl n DQ( 0 0 0 0 0 .... - Door 3 2 2 '~'0.1 ""'-_:.,;.2-._,., ... w 2...-.,....-, .,;,...;,...,,ow '---> o"'---1/_ o"" ~ ~o,_, 9 0 0 0 0 0 . \ fl ---------' ---WindowF 4 "o~ r""f4 C M;,4:::,, to M Lo V I oU C. on 0 0 0 0 0 WindowJ 4 0.1 4 4 0 0 0 0 0 0 0 0 0 Window F 2 4 0.1 4 4 0 0 0 0 0 0 0 0 0 Window F 3 2 0.1 2 2 0 0 0 0 0 0 0 0 0 WindowJ4 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window F 4 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Registration Number: 215-N0124588A-000000000-0000 Registration Date/Time: 2015-05-12 09:54:51 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 Report Generated at: 2015-05-12 06:36:36 .:._ ,, --> CERTIFICATE OF COMPLIANCE • RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis OPAQUE SURFACE CONSTRUCTIONS 01 02 Construction Name Surface Type R-19 Wall Exterior Walls R-30 Roof Cathedral Cathedral Ceilings 12 CMU Wall w/insul Exterior Walls R-19 Roof Cathedral Interior Ceilings < R-26 Wall Exterior Walls R-26 Wall1 Interior Walls R-19 Floor No Crawlspace Exterior Floors R-19 Floor No Crawlspace1 Interior Floors R-30 Floor No Crawlspace Interior Floors Registration Number: 215-N0124588A-000000000-0000 03 Construction Type Wood Framed Wall Wood Framed Ceiling Hollow Unit Masonry Wooa Fram~iling ~ J <f'~_ .. ' . ,. i \ ' "~\\ ~(5. ',,,. \ -· '--\ H E Wood Framed Wall Wood Framed Wall Wood Framed Floor Wood Framed Floor Wood Framed Floor Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml 04 05 06 Total Cavity Winter Design Framing R-value U-value 2x6@ 16 in. O.C. R 19 0.069 2x12@ 16 in. O.C. R30 0.036 0.071 n ~sij=ZB ipf0:fl7r(, ::::::, R 19~ "' ... Jl...~46 '- U~bL~ u ~ dlo LIU U~o D ·-R s p R 0 VI ·-R ,_ 2X4 @ 16 in. O.C. R 13 0.040 2x4@ 16 in. O.C. R 13 0.040 2x6@ 16 in. O.C. R 19 0.050 2x6 @ 16 in. O.C. R 19 0.048 2x10@ 16 in. O.C. R25 0.037 Registration Date/Time: 2015-05-12 09:54:51 CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 CF1 R-PRF-01 Page 9 of 14 07 Assembly Layers • Inside Finish: Gypsum Board • Cavity/Frame: R-19/2x6 • Exterior Finish: Wood Siding/sheathing/decking • Inside Finish: Gypsum Board • Cavity I Frame: R-30 I 2x12 • Roof Deck: Wood Siding/sheathing/decking • Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Insulation/Furring: R-13 I 3.5in. wd • Mass Layer: 12 in. MW CMU Solid Grout • Exterior Finish: Wood Siding/sheathing/decking • Ceiling Below Finish: Gypsum Board • Cavity I Frame: R-19 I 2x8 • Floor Deck: Wood Siding/sheathing/decking • Floor Surface: Carpeted • Inside Finish: Gypsum Board • Sheathing I Insulation: R13 Sheathing • Cavity/Frame: R-13/2x4 • Exterior Finish: Wood Siding/sheathing/decking • Inside Finish: Gypsum Board • Sheathing I Insulation: R13 Sheathing • Cavity I Frame: R-13 I 2x4 • Other Side Finish: Gypsum Board • Floor Surface: Carpeted • Floor Deck: Wood Siding/sheathing/decking • Cavity I Frame: R-19 I 2x6 • Floor Surface: Carpeted • Floor Deck: Wood Siding/sheathing/decking • Cavity I Frame: R-19 I 2x6 • Ceiling Below Finish: Gypsum Board • Floor Surface: Carpeted • Floor Deck: Wood Siding/sheathing/decking • Cavity I Frame: R-25 I 2x10 • Ceiling Below Finish: Gypsum Board HERS Provider: CalCERTS inc. Report Generated at: 2015-05-12 06:36:36 ~-•i .....> CERTIFICATE OF COMPLIANCE • RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis SLAB FLOORS 01 Name Slab-on-Grade Slab-on-Grade 2 Slab-on-Grade 3 BUILDING ENVELOPE -HERS VERIFICATION 01 02 Zone Main house Main house Garage 02 03 Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml 04 05 Area (ft2) Perimeter (ft) Edge lnsul. R-value & Depth 930 162 None 84 26 None 803 144 None 03 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage Not Required Not Required Not Required WATER HEATING SYSTEMS 01 02 03 04 05 Number of Systems Multi-Family Name SystemTyp~ n tt ::::=m i3unc1inR \ t=jDistt:ioution TylfEi Water Heater l..t .. -.... l' ! ' l l \ t ... ,,..-. DHW Sys 1 Pipe\l~sulatio~t All Linf~ \ 11 \ t I -~-:i r.....,, ' H '" II If \ \ { (B'HW Heater 1 H ( .. '\\ ··n,o,ne - DHW Sys3 'pf~,lns_ulation;"ftill'.tlries~J u '-::..":::l ~2.;;::} Ll l u ~Mn&-,, u LJ U ~OHW Heater 3 ~,\ -. ~-~· ·R-<:.: p __ Q _ _O_'\L I rl i= .. R WATER HEATERS ... --------. - 01 02 03 04 05 06 Tank Volume Energy Factor or Name Heater Element Type Tank Type (gal) Efficiency Input Rating DHW Heater 1 Natural Gas Small Storage 75 0.68 72000-Btu/hr DHW Heater3 Natural Gas Small Storage 50 0.7 40000-Btu/hr 06 CF1 R-PRF-01 Page 10 of 14 07 Carpeted Fraction Heated 0 No 0 No 0 No 04 ACH@50Pa --- 06 07 Number of Solar Water Fraction Heaters/System (%) 1 2 1 2 07 08 Tank Exterior Insulation Standby Loss R-value (Fraction) 0 0 0 0 Registration Number: 215-N0124588A-OOOOOOOOO-OOOO Registration Date/Time: 2015-05-12 09:54:51 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 Report Generated at: 2015-05-12 06:36:36 -------------------------------00:. •I ....:, CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml CF1 R-PRF-01 Page 11 of 14 SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Cooling Component 1 :Heating Component 1 :Air Other Heating and Cooling Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 Distribution System 1 :HVAC Fan 1 :1 System Cooling Component 2:Heating Component 2:Air Other Heating and Cooling Heating Component 2 Cooling Component 2 HVAC Fan2 Air Distribution System 2 Distribution System 2:HVAC Fan 2:1 System HVAC -HEATING UNIT TYPES 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace -Fuel-fired central furnace 92AFUE Heating Component 2 CntrlFurnace -Fuel-fired central furnace B0AFUE ,, ' HVAC -COOLING UNIT TYPES - 01 02 ~---..,, n o~ r""'-"t *~ ,-,,.-o~, ...-::-,, r-1 05 06 07 (l (611 I If Efficiet~Y~\ H ,-H rR\«~ Multi-speed {\ ~• < 0 j E~!L,_ f L J, 'j=E~n Name Systell.1 .. WP.e\ Zonally Montrolled Compressor HERS Verification i ~ ~ f ' '-~,..ti 1'' >---"''', .. ..,.,,_ .. ----,. -~--u ------Cooling Component Cooling Component 1 SplitAirCond~ f.-1 E RAS F' R G VI D Nf£Zoft Single Speed 1-hers-cool Cooling Component 2 SplitAirCond 11.7 14 Not Zonal Single Speed Cooling Component 2-hers-cool HVAC COOLING -HERS VERIFICATION 01 02 03 04 05 06 Verified Refrigerant Name Verified Airflow Airflow Target Verified EER Verified SEER Charge Cooling Component 1-hers-cool Required 350 Not Required Required Not Required Cooling Component 2-hers-cool Required 350 Not Required Not Required Not Required Registration Number: 215-N0124588A-OOOOOOOOO-OOOO Registration Date/Time: 2015-05-12 09:54:51 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 Report Generated at: 2015-05-12 06:36:36 .,__ ,; _j CERTIFICATE OF COMPLIANCE • RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis HVAC -DISTRIBUTION SYSTEMS 01 Name 02 Type Air Distribution System 1 DuctslnAII Air Distribution System 2 DuctslnAII HVAC DISTRIBUTION -HERS VERIFICATION 01 02 Duct Leakage Name Verification Air Distribution System 1-hers-dist Required Air Distribution System 2-hers-dist Required HVAC -FAN SYSTEMS .. ' \ <"-. '; \ 01 "--(<' \ ··, Name '\ HVAC Fan 1 HVAC Fan2 HVAC FAN SYSTEMS -HERS VERIFICATION 01 Name HVAC Fan 1-hers-fan HVAC Fan 2-hers-fan Registration Number: 215-N0124588A-OOOOOOOOO-OOOO 03 Duct Leakage Sealed and tested Sealed and tested 03 Duct Leakage Target(%) total leakage<= 12.0 or leakage to outdoors <= 6.0 total leakage<= 12.0 or leakage to ,, :::::::9utdoors 1~= 6;P;::::: u .. 8'..lllf Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml 04 05 Insulation R-value Duct Location 2.1 Outside 2.1 Outside 04 05 06 Verified Duct Verified Duct Buried Location Design Ducts Required Not Required Not Required Required Not Required Not Required r:::::::l~e.'~ :J~ n 1 c_ 1 i J 1_ u ,\.. !Ir~~ '''---~rot 11 \\_ ___ 1c. ir'\\ H ,__)) M IIH ti\\_,, .. ~ ........,,.,.. ........... _.... ~ ~ --··--· ---:_· 11u, ~ -~~ - ' 1,1 ~ tJI""" r-i. r-,, ........ ......... I I L.. "fype .J r I\. ..._,, V IFai'f.PoweliwaitJ/CFM) Single Speed PSC Furnace Fan 0.58 Single Speed PSC Furnace Fan 0.58 02 Verified Fan Watt Draw Required Required Registration Date/Time: 2015-05-12 09:54:51 CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 06 Bypass Duct None None 07 Deeply Buried Ducts Not Required Not Required CF1 R-PRF-01 Page 12 of 14 07 HERS Verification Air Distribution System 1-hers-dist Air Distribution System 1-hers-dist 08 Low-leakage Air Handler --- --- 04 HERS Verification HVAC Fan 1-hers-fan HVAC Fan 1-hers-fan 03 Required Fan Efficiency (Watts/CFM) 0.58 0.58 HERS Provider: CalCERTS inc. Report Generated at: 2015-05-12 06:36:36 ~-•f -..:. CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis IAQ (Indoor Air Quality) FANS 01 Dwelling Unit DDU-1 Whole house 1/1 DDU-2 Guest house 1 /1 Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml 02 03 04 05 IAQ Recovery IAQCFM IAQ Watts/CFM IAQ Fan Type Effectiveness(%) 120.45 0.25 Default 0 29.04 0.25 Default 0 ~(('C·,1 '. C-~ ...,~~-~:lR: r· S I ~" ©J ~ ... e,: '. ·. · -, nc. ~ H E R S P R O V I D E· R Registration Number: 215-N0124588A-000000000-0000 Registration Date/Time: 2015-05-12 09:54:51 HERS Provider: CF1 R-PRF-01 Page 13 of 14 06 HERS Verification Required Required CalCERTS inc. CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 Report Generated at: 2015-05-12 06:36:36 ),~ ~. CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hirschkoff Residence Calculation Description: Title 24 Analysis DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Calculation Date/Time: 06:33, Tue, May 12, 2015 Input File Name: 15-27 Hirschkoff1 .xml CF1 R-PRF-01 Page 14 of 14 Documentation Author Signature: Brian Hansen ~~~ Company: Signature Date: Technical Energy 2015-05-12 07:01:31 Address: CEA/HERS Certification Identification (If applicable): c~ ABEC 4336 Goldfinch St R13-14-10074 CillS:inlt AlsodMiltli olllil1l!lnine1!Con!Ulianu 1aai111111-11imca:h11&1 City/State/Zip: Phone: San Diego, CA 92103 858-472-2680 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identifiec;t on this· Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitte~,t0Jh1e enforCfljlle'}~~1n1c;:y/9~ ~!?R!J)t't!~J!~tji~.,£\IJlding pei&mit application. Responsible Designer Name: l -,.]"' pl rtonl le :,n: Sigltl1 c. (\ ~) 0 '. :~l f~f~ John Jensen <,\\ ~-~CG~d Lt1~1 Company: ~ H E R s p D~Si~: V~J I? E R John Jensen Architect 2015--12 09: ~: Address: License: 130 S. Ave., Ste. 220 C9680 City/State/Zip: Phone: Solana Beach, CA 92075 858-756-2526 Digitally signed by Ca/CERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 215-N0124588A-000000000-0000 Registration Date/Time: 2015-05-12 09:54:51 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CFlR-02272015-710 Report Generated at: 2015-05-12 06:36:36 ,,. Cl=.R1'\F\CATEOF VElUFICATION CF3R-MCH-20-H ' Duct Leakage Diagnostic Test {Pagel of3) Project Name: Hirschkoff Enforcement Agency: City of Permit Number: onlobs1te Carlsbad Dwelling Address: 2353 & 2355 Jefferson City: Carlsbad Zip Code: 92009 A. System lnformc1tion 01 Space Conditioning System Identification or Name System2 02 Space Conditioning System Logition or Area Served Casita 03 Building Type from CF-lR Single family 04 Verified Low Leakage Ducts inConditioned Space {VLLDCS} No, credit is not taken Credit from CFlR? 05 Verified Low Leakage Air Handlin~ Unit Credit from CF1R? No, credit is not taken 06 Duct System Compliance Category Alteration MCH-,20d -Complete Replacement or Altered Duct System B. Duct Leakage Diagnostic Test 01 Condenser Nominal Coolin~ Capa<;ity {ton} 1.5 02 Heating Capacity {kBtu/h) 0 03 Conditioned Floor Area served by this HVACsystem (ft2) 1000 04 Duct Leakage Test Conditions Test final 05 Duct Leakage Test Method Total leakage 06 Leakage Factor 0.15 07 Air Handling Unit Airflow (AHUAirflow) Determination Cooling system method Method 08 Measured AHUAirflow This field or section is not applicable 09 Calculated Target Allowable Duct Leakage Rate (cfm} 90 10 Actual Duct leakage Rate from Leakage Test 33 Measurement {cfm) 11 Compliance Statement: . f System passes leakage test 12 Notes: Registration Number: 217-A020144794A-000-001-M20002A-M20A Registration Date/Time: 2017-05-1713:53:51 HERS Provider: Ca!CERTS CA Building Energy Efficiency Standards 2016 Residential Compliance Report Version: 2016.1.005 Schema Version: rev 03/16 Report Generated: 2017-05-17 13:53:48 I CERTIFICATE OF VERIFICATION Duct Leakage Diagnostic Test (P'age2of3) C. Additional Requirements for Compliance 01 System was tested in its normal operation condition. No temporary taping allowed. Outside air (OA) duct connections to the central forced air duct system shall not be sealed/taped off during duct leakage 02 testing. OA ducts used for Central Fan Integrated {CF!) Indoor Air Quality ventilation systems, or Central Fan Ventilation Cooling Systems, that utilize dampers that open onfy when OA is required and automatically close when OA is not required, may configure the OA damper to the closed position during duct leakage testing. 03 If a complete replacement, all supply and return register boots were sealed to the drywall. 04 Building cavities were not used as plenllms or platform returns in lieu of ducts. 05 If doth backed tape was used it was covered with Mastic and draw bands. 06 All connection points between the air handler and the supply and return p!enums are completely sealed. If the system complies using the Smoke Test method, the smoke test was conducted in accordance with the requirements 07 of Reference Residential Appendix RA3.1.4.3.6. Systems that comply using smoke test shall not be included in sample groups for HERS verification compliance. 08 Verification Status: Pass -all applicable requirements are met 09 Correction Notes: The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met unless otheiwise noted in the Verification Status and the Corrections Notes in this tabfe. D. Determination of HERS Verification Compliance All applicable sections of this document shall indicate compliance with the specified verification protocol requirements in order for this Certificate of Verification as a whole to be determined to be in compliance. 01 I Complies: All specified verification protocol requirements on this document are met Registration Number: 217-A020144794A-000-001-M20002A-M20A CA Building Energy Efr1ciency·Standards 2016 Residential Compliance Registration Date/Time: 2017-05-17 13:53:51 HERS Provider: Ca!CERTS Report Version: 2016.1.005 Schema Version: rev 03/16 Report Generated: 20.17-05-17 13:53:48 ., CERTIFICATE OF VERIFICATION CF3R-MCH-20-H Duct Leakage Diagnostic Test (Page3of3) Documentation Author's Declaration Statement 1.1 certify that this Certificate of Verification documentation is accurate and complete. Doc4mentation Author Name: Documentation Author Signature: f Ult,'7qe!P?r Jim Taylor Company: Date Signed: Air-Tite Duct Testing 20; 7-05-i 7 i3:53:5i Address: CEA/ HERS Certification Identification (if applicable): 2386 Warmlands Ave Cify/State/Zip: Phone; Vista CA 92084 760-231-9444 Responsible Person's Dedaration statement I certify the following-under penalty of perjury, under the laws of the State of california: l. The-information provided on this Certfficate of Verification is true and correct. 2. I am the certified HERS Rater who performed the verification identified and reported on this Certificate of Verification (responsible rater). 3. The installed features, materials, components, manufactured devices, or system performance diagnostic results that require HERS verification identified on this Certificate of Verification comply with the applicable requirements in Reference Appendices RA2, RA3, and the requirements specified on the Certificate of Compliance forthe building approved by the enforcement agency. 4. The information reported on applicable sections of the Ccrtificate(sl of lnstallation·(CF2R} signed-and submitted by the person{s) responsible for the construction or installation conforms to the requirements specified on the Certificate(s) of Complfance (CFlR} approved by the enforcement agency. 5. l will ensure that a registered copy of this Certificate of Verification shall be posted, or made available with the building perniit(s) rssued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered.copy of this Certificate of Verification is required to be included with the documentation the builder provides to the building owner at occupancy. Builder Or Installer Information As Shown On The Certificate Of Installation Company Name (Installing Subcontractor, General Contractor, or Builder/Owner}: ESPlNOZA'S HEATlNG & AIR Responsible Builder or Installer Name: csrn license: Pedro Espinoza 860177 HERS Provider Data Registry lnformatfon Sample Group Number {if applicable): Dwelling Test Status in Sample Group (if applicable) Tested HERS Rater Information HERS Rater Company Name: Air-Tite Duct Testing Responsible Rater Name: Responsible Rater Signature: fu$~~ Jim Taylor Responsible Rater Certification Number w/ this HERS Provider: Date Signed: CC2005638 2017-05-17 i3:53:5i Dig"a/ly signed by Ca/CERTS. This digital signature is provided in order to secure the content of this registered document. and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 217-A020144794A-000-001-M20002A-M20A CA Building Energy Efficiency Standards 2,016 Residentiql Compliance Registration Date/Time: 2017·05-1713:53:51 HERS Provider: Ca!CERTS Report Version: 2016.1.005 Schema Version: rev 03/16 Report Generated: 2017-05-17 13:53:48 CERTIHCATE OF INSTALLATION CF2R-MCH-20-H Duct Leakage Diagnostic Test {Pagel of3) Project Name: Hirschkoff Enforcement Agency: City of Permit Number: on Jobsite Carlsbad Dwelling Address: 2353 & 2355 Jefferson City: Carlsbad Zip Code: A. System Information 01 Space Conditioning System Identification or Name System 2 02 Space Conditioning System Location or Area Served Caslta 03 Building Type from CF-1R Single family 04 Verified Low Leakage Ducts in Conditioned Space (VLLDCS) No, credit is not taken Credit from CF1R? 05 Verified Low Leakage Air Handling Unit (Vll.AHU) Credit No, credit is not taken from CF1R? 06 Duct System Compliance Category Alteration MCH-20d -Complete Replacement or Altered Duct System B. Duct Leakage Diagnostic Test 01 Condenser Nominal Cooling Capacity {ton) 1.5 oz Heating Capacity (kBtu/h) 0 03 Conditioned Floor Area served by this HVAC system {ft2) 1000 04 Duct leakage Test Conditions Test final 05 Duct Leakage Test Method Total leakage 06 Leakage Factor 0.15 07 Air Handling Unit Airflow {AHUAirflow} Determination Cooling system method Method 08 Measured AHUAirflow This field or section is not applicable 09 Ca!culatedTarget Allowable Duct leakage (cfm) 90 10 Actual Duct Leakage Rate from Leakage Test Measurement 33 {cfm) 11 Compliance Statement: System passes leakage test Registration Number; 217-A020144794A-000-001-M20002A-OOOO Registration Date/Time: 2017-05-0313:14:10 92009 HERS Provider: Ca!CERTS CA Building Energy Efficiency Standards 2016 Residential Compliance Report Version: 2016.1.005 Schema Version: rev 03/16 Report Generated: 2017-05-03 13:14:16 CERTIFICATE OF INSTALLATION CF2R-MCH-20-H Duct leakage t>fagnostic Test {Page2of3) C. Additional Requirements for Compliance 01 System was tested in its normal operation condition. No temporary taping allowed. Outside air (OA) duct connectfons to the central forced air duct system shall not be sealed/taped off during duct leakage 02 testing. OA ducts used for Central Fan Integrated (CF!) Indoor Air Quality ventilation systems, or Central fan Ventilation Cooling Systems, that utilize dampers that open only when QA is required and automatically close when OA is not required, may configure the OA damper to the closed position during duct leakage testing. 03 ff a complete replacement, all supply and return register boots were sealed to the drywall. 04 Building cavities were not used as plenums or platform returns in lieu of ducts. 05 lf doth backed tape. was used it was covered with Mastic and draw bands. 06 All connection points between the air handter and the supply and return p!enums are completely sealed. If the system complies using the Smoke Test method, the smoke test was conducted in accordance with the requirements 07 of Reference Residential Appendix RA3.1.4.3.6. Systems that comply using smoke test shall not be included in sample groupsfor HERS verification compliance. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number. 217-A020144794A-000-001-M20002A-0000 CA Building Energy Efficiency Standards 2016 Residential Compliance Registration Date/Time: 2017-05-03 i3:14:10 HERS Provider. Ca!CERTS Report Version: 2016.1.005 Schema Version: rev 03/16 Report Generated: 2017-05-03 13:14:16 CERTIFICATE OF INSTALLATION Duct Leakage Diagnostic Test {Page3of3} Documentation Author's Declaration Statement 1.1 certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Documentation Author Signature:~ G/t.ir, Pedro Espinoza ~ ~ Company: Signature Date: 2017-05-03 i3:i4:i0 ESPINOZA'S HEATING & AIR Address: CEA/ HERS Certification Identification (if applicable): 4607 ALLENDE AVENUE City/State/Zip: Phone: OCEANSIDE CA 92057 760-722-2933 Responsible Person's Declaration statement I certify the followfog under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am-either: a) a responsible-person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibilityforth<?-system design, construction, or lnstal!ation of features, materials, components, or manufactured devices for the scope of work Identified on this Certificate of Installation and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the instal!atlon) identified on this Certificate of Installation conforms to all applicable codes and regulations and the insta!tation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by-the enforcement agency, 4. I understand that a,HERS rater will check the lnsta!!ation to verify compliance and if such checking determines the installation fails to comply, I am reqµired to offer any necessary corrective action at no charge to the building owner. s. I will ensure that a registered copy of this Certificate oflnstaf!ation shall be-posted, or made available with the building permit(s} issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the bul!der provides to the building owner at occupancy. Responsible Builder/Installer Name: Responsible Builder/Installer Signature: ~ Pedro Espinoza ~~~ Company Name: (fm,talling Subcontractor or General Contractor Qr Position With Company (Title): Builder/Owner) Owner ESPINDZA'S HEATING & AIR Address: CSLB License: 4607 ALLENDE AVENUE 860177 City/State/Zip: Phone: I Date Signed: OCEANSJDE CA 92057 760-722-2933 2017-05-03 13:14:10 Third P9rty Quality Control Program (TPQCPJ Status: Name ofTPQCP (if applicable): Digitally signed by Ca!CERTS. This digital sig11ature is pr.ovided in order to secure the conte11t of this registered document and il1110 way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 217·A020144794A-000-001-M20002A-OOOO CA Building Energy Efficiency Standards ,201$ Residential Compliance Registration Date/Time: 2017-05-03 13:14: 1 0 HERS Provider: CalCERTS Report Version: 2016.1.005 Schema Version: rev 03/16 Report Generated: 2017-05-03 13:14;16 CERTIFICATE OF INSTALLATION CF2R·MCH-01·E Space Conditipning Systems, Ducts, and Fans {Page1of8) Project Name: Hirschkoff Enforcement Agency: City of Carlsbad Permit Number: -on Jobsite Dwelling Address: 2353 & 2355 Jefferson City: Carlsbad Zip Code: A. General Information 01 Dwelling Unit Name Hirschkoff 02 Climate Zone 03 Dwelling Unit Total Conditioned Floor 3500 04 Number of Space Conditioning Area (ft2) Systems in this Dwelling Unit. OS Certificate of Compliance Type Prescriptfve alterations {CF1R-ALT) 06 Method Used to calculate HVAC Loads 07 calculated Dwelling Unit Sensif:!le This field or section is not applicable 08 calculated Dwelling Unit Heating Load Cooling Load (Stu/h) (Btu/h) 09 Dwelling Unit Number of Bedrooms 3 MCH·Olb • Space Conditioning Systems Ducts and Fans· Prescriptive Alterations B, Space Conditioning (SC) System Information 01 02 03 04 OS 06 07 08 CFAserved ls the SC Installing a Installing SC'System SCSysteln by this SC system a refrigerant Installing new SC Installing more entirely Identification or Location or Area System ducted containing system than 40 feet of new duct Name Served (tt2) system? component? components? ducts? system? System 1 Main.House 2500 Yes Yes Yes Yes No Registration Number: 217-A020144794A-OOO-OOl·M0100lA-OOO0 Registration Date/Time: 2017-05-0313:14:10 CA Building.Energy Efficiency Standards· 2016 Residential Compliance Report Version: 2016.1.005 Schema Version: rev 10/16 92009 7 2 NotApplicableEquipmentChangeout This field or section is not applicable 09 10 Installing entirely new SC system? Alteration Type Altered space No conditioning system HERS Provider: CalCERTS Report Generated: 2017-05-03 13:12:49 CERTIFICATE OF INSTALLATION Space Conditioning Systems, Ducts, and Fans s. Space Conditioning (SC} System Information 01 02 03 04 05 06 07 CFAservec{ ls the SC Installing a SC System SC System by this SC system a refrigerant Installing new SC Installing more Identification or Location or Area System ducted containing system than 40 feet of Name Served {tt2} system? component? components? ducts? System2 Casita 1000 Yes Yes Yes Yes c. Space Conditioning {SC) System Alterations Compliance Information 01 02 03 04 05 Heating SC Altered Heating Minimum Identification He<1ting Heating Efficiency Efficiency orName System Type Component Type Value Allnew System 1 Central gas heating AFUE 81 furnace componen ts All new System 4 Central split heating AFUE 81 HP componen ts Registration Number: 217-A020144794A-000-001-M01001A-OOOQ CA Building Energy Efficiency Standards-2016 Residential Compliance 06 07 08 09 Cooling Altered Cooling Minimum Cooling Cooling Efficiency Efficiency System Type Component All new Central cooling spilt AC components All new Central cooling split HP components Registration Date/Time: Report Version: 2016.1.005 Schema Version: rev 10/16 Type Value SEER 14 SEER 14 2017-05-03 13:14: 10 CF2R-MCl'l-01-E (Page 2of8) 08 09 10 Installing entirely Installing new duct entirely new system? SC system? Alteration Type Altered space No No conditioning system 10 11 12 13 Central Fan Integrated New or (CF!} Required Replaced New Ventilation Thermostat .Duct Duct System Type length R-Value Status Setback GT40Ft R6 Not a CF! system Setback GT40Ft R6 Not aCFI system HERS Provider: CalCERTS Report Generated: 2017-05-03 13:12:49 CERTIFICATE OF INSTAtLATION Space Conditioning Systems, Ducts, and Fans D. Installed Heating Equipment Information 01 02 03 04 OS Heating Efficiency Heating Unit Heating Unit SC Identification or Name Heating Efficiency Type Value Manufacturer Model Number System 1 AFUE 81 AC Pro 95GlU H110CE20- 56 System 2 AFUE 81 AC Pro 41C1900-V4 Notes: E. Installed Cooling Equipment Information 01 .02 03 04 05 06 Condenser or Package Unit Condenser or Condenser or Condenser or SC Identification or Cooling Efficiency Cooling Efficiency Package Unit Package Unit Package Unit Name Type Value System 1 SEER 14 System2 SEER 14 Notes: F. Extension of Existing Duct System, Greater Than 40 Feet Registra\ioo Number: 217-A020144794A-OIJ0.001-M01001A-OOOO CA Building Energy·Efflciency Standards-2016 Residential Compliance Manufacturer Model Number Serial Number AC Pro 4AC14L60P-7 A 1916E32281 AC Pro 4AC14L8P-6A 1916033453 This section does not apply to this project. Registration Date/Time: Report Version: 2016.1.005 Schema Version: rev 10/16 2017-05-03 13:14:10 CF2R-MCH-01-E {P,age3of8J 06 07 Heating Unit Serial Rated Heating Capacity, Number Output (Btu/n) 1716001062 110 Y11B901833 45 07 08 System Rated Cooling Condenser Rated Capacity at Design Nominal Capacity Conditions {Btu/h} (ton) 60 s 18 1.5 HERS Provider: CalCERTS Report Generated: 2017·05-03 15:12:49 CERTIFICATE OF INSl"ALLATION Space Conditioning 5Ystems, Ducts, and Fans G. Installed Duct System Information H. installed Air Filter Device Information I. Air Filter Device Requirements Registration Number1217·A020144794A-000-00l·M0:!_001A-OOOO CA Building Energy,Efficiency Standards· 2016 Residential Compliance This section does not apply to this project. This section does not apply to this project. This section does not apply to this project Registration Date/Time: Report Version: 2016.1.005 Schema Version: rev 10/16 2017-05-0313:14:10 CF2R-MCH-01-E. (Page4ofS) HERS Provider: CaiCERTS Report Generated: 2017-05-03 13:12:49 CERTIFICATE OF INSTALLATION Space Conditioning Systems, Ducts, and Fans . J. HERS Verification Requirements 01 02 03 04 MCH-20 Exemption SCSystem SC System From Duct Dact Identification or Location or Area leakage Le.;kage Name Served Requirements Test System 1 Main House No Yes exemptions System 2 Casita No Yes exemptions Notes: Registration Number: 217-A020144794A-000-00l-M01001A-OOOO CA Building Energy Efficiency-Standards -2016 Restdent!al Comp!lance 05 06 07 Exemption from Minfmum MCH-22 R-Value for MCH-21 Ducts In AHUFan Conditioned Dact location Efficacy Space Verification (W/cfm) Not No No applicable Not No No applicable Registration Date/Time: 2017-05-0313:14:10 Report Version: 2016.1.005 Schema Version: rev 10/16 08 MCH-23 AHU Airflow Rate (cfm/ton} No No CF2R-MCH-01-E {Page 5 of8} 09 10 MCH-25 MCH-28 Refrigerant Return Duct Design Charge • Table 150.0-B. or C No No No No HERS Provider: CalCERTS Report Generated: 2017-05-03 13:12:49 CERTIFJCATE OF lNSTALl.ATION CF2R-MCH-01-E Space ConditiontniSystems, Ducts, and Fans {Page6 ofS) K, Space ConditioningSystems, Ducts and Fans Mandatory Requirements and Additional Measures Note: Additional mandatory,requlrements from Section 150.0 that are not fisted here may be applicable to some systems. These requirements may be applicable to only newly installed equlpment.orportioris bf the system that are aftered, l:xfsting equipment may be exempt from these requlreme:nts. Heating Equipment 01 Equipment Efficiency: All heating equipment must.meetthe minimum efficii,ncy requirements of Section 110.1 and Section 110.2(a) and the Appliance Efficiency f{egulations. 02 Controls: All unitary heating systems, including heat pumps, must be controlled by a setback thermostat, These thermostats must be capable of allowing the occupant to program the temperature set points for _at least four different periods in 24 hours. See Sections 150.0(i), 110.2(b ). 03 Sizing: Heating load calculations must be done on portions of the building served by new heating systems to prevent inadvertent undersizing or oversizing. See sections 150.0(h)l and 2). 04 Furnace Temperature Rise: Central forced-air heating furnace installations must be configured to operate at or below the furnace manufacturer's maximum inlet-to-outlet temperature rise specification, See Section 150.0(h)4. 05 Standby losses-and Pilot Lights: Fan-type central furnaces rnay not have a continuously burning pilot light. Section 110.5 and Section 110.2(d). Cooling Equipmertt 06 Equipment Efficiency: All cooling eguipment must meet the minimum efficiency requirements of Section 110.1 and Section 110.2(a) and the Appliance Efficiency Regulations. 07 Refrigerant Line Insulation: All refrigerant fine insulation in split system air conditioners and heat pumps must meet the R-vaiue and protection requirements of Section 150.00)2 and 3; and Section 1SO.O(m)9. 08 Condensing Unit location: ~ondensing 4nits shall not be placed within five (Sl feet of a dryer vent outlet. See Section 150.0(h)3A. 09 Liquid line Filter Drier: ff applicable, a liquid line filter drier shall be installed according to the manufacturer's specifications. Section 150.0(h)3B 10 Sizing: Cooling load calculations must be done on portions of the building served by new cooling systems to prevent inadvertent undersizing or oversizing. See Section 150.0(hjl and 2. Air Distribution System Ducts, Plenums and Fans Registration Number: 217-A020144794A-00D-001·M01001A·OOOO CA Buifdine Ene,zy Efficiency Standards· 2016 Residential Compliance Registration Date/Time: Report Version: 2016.1,005 Schema Version: rev 10/16 2017-05-0313:14:10 HERS Provider: CalCERTS Report Generated: 2017-05·03 13:12:49 CERTIFICATE OF INSTALLATION CF2R-MCH-01·E: Space Conditioning Systems, Ducts, and Fans (Page 7of8) K,,Space Conditioning Systems, Ducts and Fans Mandatory Requirements and Additional Measures Note: Addi"Jonal maml.atory requirements from Section 150.0 that are not listed here may be applicable to some systems. These requirements may be applicable to only newly Installed equipment or portions of the system that are altered, Existing equipment may be exempt from these requirements, 11 Insulation: In all cases, unless ducts are enclosed entirely in directly conditioned space, the minimum duct insulation value is R-6. Note that higher values may be required by the prescriptive or performance requirements. See Section 150.0(m)l. , Connections and Closures: All installed air-distribution system ducts and plenums must be, sealed and insulated to meet the requirements of CMC Sectionsn0l.0, 12 602.0, 603.0, 604.0, 605.0 and ANSl/SMACNA-006-2006: Supply-air and return-air ducts and plenums must be insulated to a minimum installed level of R-6.0or enclosed entirely in directly-conditioned space as confirmed through field verification and diagnostic testing in accordance with the requirements of Reference Residential Appendix RA3.1.4.3.8. Heat Pump Th~rmostat 13 A thermostat shall be installed that meets the requirements of Section 110.2(b) and Section 110.2(c). 14 The thermostat shall be insta!led,in accordance with the manufacturers published installation specifications 15 First stage of heating shall be assigned to heat pump heating, 16 Second stage back up heating-shal( be set to come on only when the indoor set temperature cannot be met. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 21.7-A020144794A-000-001·M01001A-OOOO CA Building Energy Efficiency Standards-2016 Residential Compliance Registration Date/Time: Report Version: 2016.1,005 Schema Version: rev 10/16 2017-05-0313:14:10 HERS Provider: Ca!CERTS Report Generated: 2017-0S·OS 13:12:49 CERTIFICATE OF INSTALLATION CF2R-MCH-01-E Space Conditioning Systems, Ducts, and Fans (Page8of8) Documentation Author's Declaration Statement 1.1 certify that this Certificate of Installation documentation is accurate and complete. Documehtation Author Name: Documentation Author Signttture: ~~ Pedro Espinoza Company: Signature Date: ESPINOZA'S HEATING & AIR 2017-05-03 13:14:09 Addless: CEA/ HEHS Certification Identification (if applicable): 4607 ALLENDE AVENUE City/St<M/Zip: Phone: O_CEANSIDE CA 92057 760-722-2933 Responsible Person's Declaration statement I certify thefollowlng under penalty.of perjury, under the Jaws of the State of California: 1, The informat1on provided on this Certificate of lnstalfa:tion is true and correct. 2. I am either: a)'a.responsible person ellgible under Oivlsloo 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materints1 components, or manufactured devices for the scope of work identified on this Certificate of lnstalfation, and attest; to the declarations lnihis statement, orb} I am an authorized representative of the. responsJbfe per.son and attest to the declarations In this statement on the responsible: person>s. behalf. 3, The constructed or installed features, materials, compon-ents or manttfuctured devices {the installation) identified on-this Certificate of lnstaflatioh conforms to all applicable.codes and regulations and the installation conforms to-the requirements given on the 8?rtificate of Compliance, plans, and specifl,;,1tlons approved by the ,inforcerilent agency, 4, rw!U ensure that a registered copy of this-Certificate of fnstaJlatlon shaU be posted or made available wjth the building petmit(s}issuedfori:he building. and made avaifabfe,to the enforcement agency for an applicable Inspections. I understand that a registered copy of this Certificate of lnslallatlon ls required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Responsible Builder/Installer Signature: · Pedro Espinoza 1J~~ Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) Position With Company (Title): : ESPINOZA'S HEATING & AIR Owner Address: CSlB Uce11se: 4607 ALLENDE AVENUE 860177 City/State/Zip: Phone: OCEANSIDE CA 92057 760-722-2933 Digitally sig,red by Go{CERTS. This digital signature is provided in order to sect:ff! the content of this registered document, a1td in no way implies Registmtfon Provider respanst'bility for tht! accurdcy of th~ information. Registration Number: 21'7-AOZ0144794A·000-001-M01001A-00DO CA.Building Energy Efficiency Standards-2016 Residentfal Compliance Registration Date/Time: Report Version: 2016.1.005 Schema Version: rev 10/16 2017-05·03 13:14:10 I Date Signed: 2017-05·03 13:14:10 HERS Provider: Ca!CERTS Report Generated: 2017-05·03 13:12:49 CERTIFICATEOF COMPLIANCE CFlR-ALT-02-E • {Page 1 of 3) Alterations to Space Conditioning Systems {formerly CF-1R-ALT-HVAC) Project Name: Hirschf<off I Date Prepared: 2017-05-03 A. General Information CFlR-ALT-02 is applicable to multiple space conditioning systems contained within a single dwelling unit. When multiple dwelling units must be documented, use one CflR-ALT-02 document for each dwelling unit. 01 Project Name Hirschkoff 02 Date Pre pa red 2017-05-03 03 Project location 2353 & 2355 Jefferson 04 Building Type Single family ~s CA City Carlsbad 06 Dwelling Unit Name Hirschkoff 07 Zip Code 92009 08 'Dwelling Unit Conditioned 3500 Floor Area (ft2) Number of Space 09 Climate Zone 7 10 Conditioning (SC} Systems in 2 this Dwelling Unit: B. Space Conditioning (SC} System Information 01 02 03 04 05 06 07 08 09 10 ls the SC Installing a SCSystem SC System CFAserved system a refrigerant Installing new SC Installing Installing Installing Identification or location or Arec1 by this SC ducted containing system more than 40 entirely new entirely new Name ·served System (ft2) system? component? components? feet of ducts? duct system? SC system? Alteration Type System 1 Main House 2500 Yes Yes Yes Yes No No Altered·space conditiohing system System 2 Casita 1000 Yes Yes Yes Yes No No Altered space conditioning system c. Extension of Existing Duct System, GreaterThan 40 Feet (Section150.2(b)1Diib) Registration Number: 217-A020144794A-000-000-0000000-0000 CA Building Energy Efficiency Standards-2016 Residential Compliance This section does not apply to this project. Registration Date/Time: Report Version: 2016.1,005 Schema Version: rev 10/16 2017-05-0313:06:17 HERS Provider: CalCERTS Report Generated: 2017-05-03 13:05:27 CERTIFICATE OF COMPLIANCE CF1R·AlT~02-E . ' Alterations to Space <;onditioning Systems {formerly CF-1R-ALT-HVAC) {Page2of3) D, Altered space Conditioning system (Sectlons 150.2(b }lE and F) 01 02 03 04 05 06 07 08 09 10 11 12 Heating Cooling System Heating Altered Heating Minimum Altered Cooling Minimum Required New or Identification System Heating Efficiency Efficiency Cooling Cooling Efficiency Efficiency Thermostat Replaced New Duct orName Type Components Type Value System Type Components Type Value Type Duct Length R-Vafue Central gas All new Central split All new Greater than System1 furnace heating AFUE 81 AC cooling SEER 14 Setback 40 feet R-6 components components Central gas All new Central split All new Greater than System2 furnace heating AFUE 81 AC cooling SEER 14 Setback 40 feet R-6 components components Rrigt1l~rl Q2c11ru~Oti!HQDi CF2R-MCH-Ol-E • Space Conditioning Systems • Duct Insulation requirement for the nevJ portions of supply-airnnd return-air ducts or plenums: R6 (CZ 1-10, 12 and 13) and R8 {CZ 11 and 14-16) CF2R and CF3R-MCH-20.H-Ouct leakage Test required when heating or cooling components are instaQed in ducted systems, or when more than 40 ft of duct length is replaced -Leakage rate complfance: <= 15% or<= 10% leakage t<1 outside, or seal all ac;<;essib!e leaks. CF2R and CF3R-MCH·2S·H Refrigerant Oiarge verification requited when refrigerant containing components are Installed ota!ter,,,r{applkable In CZ 2, 8-15). CF2R and CF3R-MCH-23 Airflow Rate>= 300 CFM per ton required when MOJ.25 is required . .fumili2afil • 0uctsystems reglsterSd with HERS provider as previously sealed are e>empt from MCH-20 Duct leakage Testing requirements. -HeatinJJ-only systems and Air Handler Furnace chllnges do not require verification of Air Flow MCH-23, or Refrigerant Charge MCH-25. -Existing duct systems constructed, insulated orse..iled with asbestos are !Xemptfrorn MCH-20 Duct leakage Testing requirements. E. Entirely New or .Complete Replacement Duct System, with or without Equipment Changeout (Sections 150.2(b)1Diia and l50.2{b}lE, F} This section does not apply to this project. F. Entirely New or Complete Replacement Space Conditioning System {Section 150.2(b}1C} Registration N4mber: 217-A020l44794A-000-000-0000000-0000 Cl\ Building Energy Efficiency Standards-2016 Residential Compliance This section does not apply to this project. Registration Date/Time: Report Version: 2016.1.005 Schema Version: rev 10/16 2017-05-0313:06:17 HERS Provider: Ca!CERTS Report Generated: 2017-05-03 13:06:27 CERTIFICATE OF COMPLIANCE CFlR-ALT-02-E . Alterations-to Space Conditioning.Systems {formerly CF-1R-ALT-HVAC} {Page39f3J Documentation Author's Declaration Statement l. I certify that this Certificate of Compliance doq1mentation fa accurate and complete. Documentation Author Name~ Documentation Author Signature: -fJb:,~ Espinoza, Pedro Company: Signature bate: ESPINOZA'S HEATING-&AIR 2017-05-03 13:06:17 Address: CEA/ HERS Certification Identification (If applicable): 4607 ALLENPE AVENUE Clty/Statefljp: Phone: OCEANSIDE CA 92057 760..722-2933 Responsible Person's Declaration statement r certify the following under penalty of perjury, under the laws of the Sime of Califomia: l. The.informatiQn provlded,on this Certificate of CQmpliance is true and correct, 2. I arn eligible under Division il of the Business and Professions Code to accept responsibility for the building design or system design Identified on this Certificate of compliance (responsible designer), 3. That the e:nergyfeatures and performance specifications, materials, ci;,mponents, and mariufactured devices for the buifding design or system design identified on this Certificate of Compltanee conform to the requirements of'Title-24, Part land PartG of the california Code ofRegufatlons. 4. The building design features. or system design features identified on this Certificate Qf Compliance are consistent with the informatfon provided on other applicable compliance-documents, worksheets, calculations, plans and specifications submitted to.the enforcement agency for approval.with this building permit application. 5. I will ensure that·• registered copy of this Certificate of compliance shall be made available with the building penrnit(s) issued for the building, and made available to theenrorcement agency for all applicable inspections. I understand that a registered copy of this Cert!ficate of Compliance is requir.ed to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Nan,e: Responsible Designer Sfgnaturc: {J,,dro~ Espinoza, Pedro Company·: Date Sfgned: ESPINOZA'S HEATING-& AIR 2017-05-03 13:06:17 Address: UcenS"e: 4607 ALLENDE AVENUE 860177 City/State/Zip: Phone: OCEANSIDE CA 92057 760-722-2933 DigitaJ!y signed byCalCl:RTS. Tllisdlgital sigmllure is ptollided in order to secure the content of this registered.document, nnd inno way implies Registrat/Cm Provider responsibility ior the accuracy of die information Registration Number: 217-A020144794A-000-00Q..OOODOOQ..OOOO CA Building Energy Efficiency Standards -2016 Residentral Compllance Registration Date/Time: Report Version: 2016.1.005 Schema Version: rev 10/16 2017-05·03 13.06:17 Easy to Verify f!I~ @I at Ca!CERTS.com .., .• HERS Provider: CalCERTS Report Generated: 2017.05-03 13:06:27 '~: p;,,: (._ Cicyof Carlsbad CERTIFICATION OF SCHOOL FEES PAID B-34 $ u J?,,+ Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name HIRSCHKOFF RESIDENCE Project ID: CT/MS: Building Permit Plan Check Number: .....;P=-C.;::;.,1.a.,.;5:;..;;;0'--=-0...::..;12=---------------------- Project Address: 2353 I 2355 JEFFERSON ST. A.P.N __,_15=5=---1-'-=8=0-=-2=8"""'-0=0 __________________ _ Project Applicant (Owner Name): JOEL & HEATHER HIRSCHKOFF Project Description: __,_,N=E=W-=-=S"'-F=D-=W:..=./=2=D""'"U,__ __________________ _ Building Type _R._,._ES-..1 ... P-E ...... N ..... T ...... IA ..... L _________________ -=--__ _ Residential: 2 NEW DWELLING UNIT(S) 3,015 Square Feet of Living Area in New Dwelling/s Second Dwelling Unit: 468 Square Feet of Living Area in SOU Residential Additions: Net Square Feet New Area Commercial/Industrial: Net Square Feet New Area City Certification of Applicant Information: -::::::.::,e:1--J~C?..:..V\,=e"-"t:....:CA~L-=t:::....:.ct..:....Y __________ ----=D=a=t.:::...e-=5=/2=7...:.:/2=0--=-15=----- SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD C8:J Carlsbad Unified School District 6225 El Camino Real . Carlsbad CA 92009 (760-331-5000) D Encinitas Union School District- By appointment only 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (760-944-4300 x1166) D Vista Unified School District D San Marcos Unified School District 1234 Arcadia Drive 2 5 5 P i co Ave S t e . 1 0 0 Vista CA 92083 (760-726-2170) xt San Marcos, CA 92069 (760-290-2649) 2222 Contact: Nancy Dolce (By Appt. Only) D San Dieguito Union High School District-By Appointment Only 684 Requeza Dr. Encinitas, CA 92024 (760-753-6491 X 5514) Certification of Applicant/Owners. The person executing this declaration ("Owner'') certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Date: 8-34 Page 1 of 2 Rev. 03/09 ,,: SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) *"************************************************************************************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. ' SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER Page 2 of2 CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAi. CARLSBAD, CA 92009 Rev. 03/09 City of Carlsbad Permit No: c=.· . Address Type ofWork · SFD and Duplexes Residential Additions Remodels/ Lofts* Apartments & Multi-family Garages/Sunrooms/Solariums Patio/Porch Enclosed Patio* Decks/Balconies/Stairs Retaining Walls, concrete,masonry Pools/Spas-Gunite Tl/Stores, Offices Tl/Medical, restaurant, H occupancies Photovoltaic Systems/# of panels Fire Sprinkler System Air Conditioning -commercial Air Conditioning -residential Fireplace/ concrete, masonry Fireplace/ prefabricated Metal Valuation: Comm/Res (C/R): Building Fee Plan Check Fee Strong Motion Fee Green Bldg. Stand. Fee Green Bldg PC Fee License Tax/PFF License Tax/PFF (in CFO) CFO 1st hour of Plan CheckFire Expedite Plumbing Mechanical Electrical Valuation Worksheet Building Division Assessor Parcel No. . · Da~e By . Area of Worl< · .Multiplier VAllJE · 3,015 $132.05 $398,130.75 $157.88 $0.00 $68.98 $0.00 $117.70 $0.00 803 $34.45 $27,663.35 $11.48 $0.00 $18.66 $0.00 $18.66 $0.00 $22.96 $0.00 $48.80 $0.00 $43.32 $0.00 $60.29 $0.00 $400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 3,818 $3.73 $14,241.14 $6.03 $0.00 3,015 $5.02 $15,135.30 $4,621.70 $0.00 $3,141.89 $0.00 $0.00 $0.00 TOTAL $455,170.54 $455,171 CFD C @Yes (PFF=l.82%) @ No (PFF = 3.5%) $1,882.74 Land Use: $1,317.92 Density: $96.00 Improve. Area: $16.00 Fiscal Year: $150.00 Annex. Year: Factor: $15,930.97 CREDITS $8,284.10 PFF and/or CFD Explanation: TBO TBO TBO City of Carlsbad Permit No: r Address·. Type of Work SFD and Duplexes Residential Additions Remodels/ Lofts* Apartments & Multi-family Garages/Sunrooms/Solariums Patio/Porch Enclosed Patio* Decks/Balconies/Stairs Retaining Walls, concrete,masonry Pools/Spas-Gunite Tl/Stores, Offices Tl/Medical, restaurant, H occupancies Photovoltaic Systems/# of panels Fire Sprinkler System Air Conditioning -commercial Air Conditioning -residential Fireplace/ concrete, masonry Fireplace/ prefabricated Metal Valuation: Comm/Res (C/R): Building Fee Plan Check Fee Strong Motion Fee Green Bldg. Stand. Fee Green Bldg PC Fee License Tax/PFF License Tax/PFF (in CFO) CFO 1st hour of Plan CheckFire Expedite Plumbing Mechanical Electrical Valuation Worksheet Building Division Assessor Parcel No. Date By AreaofWort .. ,Multiplier . VALVE 468 $132.05 $61,799.40 $157.88 $0.00 $68.98 $0.00 $117.70 $0.00 $34.45 $0.00 $11.48 $0.00 $18.66 $0.00 $18.66 $0.00 $22.96 $0.00 $48.80 $0.00 $43.32 $0.00 $60.29 $0.00 $400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 468 $3.73 $1,745.64 $6.03 $0.00 468 $5.02 $2,349.36 $4,621.70 $0.00 $3,141.89 $0.00 . $0.00 $0.00 TOTAL $65,894.40 $65,894 CFD C @Yes (PFF=l.82%) ltJ No (PFF = 3.5%) $476.12 Land Use: $333.28 Density: $14.00 Improve. Area: $1.00 Fiscal Year: $150.00 Annex. Year: Factor: . $2,306.30 CREDITS $1,199.28 PFF and/or CFD Explanation: TBO TBO TBO PC150012 2353 jffFERSON ST HIRSCHKOFF: NEW SFD WI 2DU DI /\l\lr-1/ CBi50.620 2353 JEFFERSON ST HIRSCHKOFF RESIDENCE: 3,015 LIV//803 SF GARAGE -------- ~ Pr-€ f'Aio cu:-J. 2-/2-t,, /IJ·-T6 . P / /nVJ LO~ ...-(sen• 1.-W / /-n'AJJ ~ C'ol c~ ~ :;J..j;)..,jt-5' ~ ~ p(!_ ~ . &, ) iO / 1 ~ ef;,{.9-'C (._ ~ -3/11b/15 ~ -f:v ~ s(?-1 /r., -JI -lo b & c. "·:/ca-ls .,, UJ £ . r)vu 1v 1-01100;?__,' sJod'/ ,~ ~'ti;~ a;U-A, ' ~1;;),).1:5' ~ ~ @ 0/t/1S' (3::,&t,L--~ _ fr I u:10j:Aa <S/10//5 ~ YiJ-J[[-{;;1;;;41o r;, -r1 r'o/-~Jo UtlL 1v/J41-Jfd~ ~ I \ti,,/\ s-· ciJ'{ 1IT. @:. 'f, C e,· }'d--) )IS rfl~ oifk f/5/IJ frM ~ ftf!1. ~ j; d ~ Ci,,/ Mcll/M /~ iJ ,f-£~ _:.. GHIL Cop I lJ (JI f [P-11 I tf -=r--kfl /p/ .F /o W-t-9/P~ -~ I ( ·S-· IS'-lfr1/iJ n \l" \ ( 5 LSStlll) ·i4) I CBi5062i 2355 JEFFERSON ST HIRSCHKOFF: 468 SF ATTACH 2DU ABOVE MAIN HOUSE GARAGE Final Inspection required by: D Plan D CM&I D Fire SW IS-C'/b P,1sSUED Approved\,, ~A() / Oat~ BUILDING /lJ/ 11!1,,VA. Ti ,i.?' .0 /{ q I LS PLANNING -/ 7 /€b/ls ENGINEERING \ (-'::,--l ~ FIRE Expedite? y N DIGITAL FILES Reouired7 y N HazMat AP(D Health Forms/Fees Sent Rec'd Encina Fire HazHealthAPCD PE&M -I: /1rVI.I ,,n School {J/f+ '5.'2,,-'7. /5 it-'-1-t.f Sewer Stormwater Special Inspection CFD: y (!JJ II i1 t r-11, 7 it If D LandUse: Density: lmpArea: FY: Annex: -PFF: (Y) N ll}/,1A b Comments V Date Date Date Building ~ J ,ops t;[•/1~ Planning ~li?/tS-5/;n{j~ Engineering ~,";;).7/1b 'P/a-J, ~ <..o-!lo· I~ 1 1 Fire Neet;t? - ,.f)u;> ,A,,fl ,.J_,,n ,. I I _£,fJ,./1 i ,. ~! ., • :VJ;{,(L f!f,.,J;A , 7 0Atff>,1 i!!!;Wl //l.h.Af0.11 · ,1,, I/) :,' }, #I,. I¼,-tf}, / /:JI I {,u,) .JI' h A~ V. I Dev. By JJV )l:s C.G-' Due? By y N y N y N y N ;,t y N y N y N y N Factor: Date Jl{pone /"¢.pone ;{_oone J(oone