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HomeMy WebLinkAbout234 DATE AVE; ; PC070060; Permit05-30-2012 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Plan Check Permit No: PC070060 Building Inspection Request Line (760) 602-2725 Job Address: 234 DATE AV CBAD Permit Type: PLANCK Parcel No: 2060802500 Lot#: Valuation: $0.00 Construction Type: Reference #: ^-f Q iSOOO V Project Title: CRESCENT DEL SOL 6 BLDGS 4 SFD,W/ONE 2DU,2 TWIN HOMES Status: Applied: Entered By: Plan Approved: Issued; Inspect Area: Applicant: LAGOON BREEZE DEVELOPMENT CORP ISSUED 09/06/2007 KG 05/30/2012 05/14/2008 Owner: LAGOON BREEZE DEVELOPMENT CORP 7237 SANDERLING CT CARLSBADCA 92011 7237 SANDERLING CT CARLSBADCA 92011 Plan Check Fee $3,000.00 Additional Fees $0.00 Total Fees: $3,000.00 Total Payments To Date: $3,000.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project Includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively refen-ed to as "fees/exactlons." You have 90 days from the date this permit was Issued to protest Imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Govemment Code Section 66020(a), and file the protest and any other required infomiation with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactlons DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or sen/ice fees in connection with this project. NOR DOES IT APPLY to any fees/exactions ofwhich vou have oreviouslv been given a NOTICE similar to this, or as to which the statute of limitations has previously othenwise expired. city of Carlsbad 16?.5 Faraclay Ave.. Carlsbad. CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 Building Permit Application Plan Check No/'CO ]COc C Est. Value ; JOB ADDRESS i C • tT/PROJECT • SUITE#/SPACE#/UNIT# cros-o I DESCRIPtlON OF WORK: PHASE » # OF UNITS " 1 9 ^-7 1 # BATHROOMS / _ I TENANT BUSINESS NAME ^ , CONSTR. TYPE ; EXISTrNG USE PROPOSED USE GARAGf (JSF) PATIOS (SF) DECKS (SF) FIREPLACE lAIR COkBITIONING I FIRE SPRINKLERS YE5^# NO • ^>^T3s^N0 • j V^H^ NO • , COI^JACJ NAME Of Different Foi : ADDRESS nl/IBpllcant) RESS L, C"^ ~ ^ / 7 2,3'/ j>/^P<S7t^^/yc^ Cf". CITiL STATE ^ ZIP i F TONt ] FAX - 'Tuio lev OuJiyiC . APPUCANTNAME _ ADDRESS' ^ , ( c,;§2 2^ PHONE ^ - FAX ZIP /jyj) jctSOLC^ C > C^o>v^ PROPERTY OWNER NAME ADDRESS 7 £3. |%^Ls z?'/^ CONTRACTOR BUS. NAME*- fi ^XP' ACDRESS^S*^ r> ,^ <~ I STATE ZIP VHONF CITY STATE I / ZIP <9 HUl'ir TMA y lo l< PHONE jL^PXLa-- yNE (EMAIL , , n : ARCH/DESIGNER NAME A ADDRESS STATE LIC.# CUSS CIXBUS. LIC.# (Sec. 70JI.S Biisintsi jni) Professions Code: Any Cily or Coumy which requires a permil to conslruct alter improve, demolish or rtpair any structure, prior to its issuance, also requires the applicant lor such permit to file a signed statement th,it he is licensed pursuant to the provisions of the Conlractor's License Law {Chapter 1, commending with Seclion 7000 ol Division 3 ol the Business and Prolessions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 hy any applicant for a permit subjects Ihe applicant to a civil penalty ol not more than live hundred dollars {$S00}). c o At l> i ftt s A f i tl N Wforkers' Compensation Declaration: / hereby affimi unrier penaffy of perjury one ol Ihe follomng declarations: a I have and will maintain a certificate of consent to self-insure for workers' compensalion as provided by Section 3700 of the Lator Code, for ttte perfonnance of the work for which this permil is issued. O I have and will maintain workers' compensalion, as required by Section 3700 of the Labor Code, for the performance of the work for which this permil is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Poiicy No. Expiration Dale This seclion need not be completed if Ihe permit is for one hundred dollars ($100) or less. n Certificate of Exemption: I certify lhat in Ihe performance of Ihe work for which Ihis permil is issued, I shall nol employ any person in any manner so as to become subject to the Woricers' Compensalion Laws of California WARNING: Failure to secure workers' compensatton coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,00<)), In additton to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attomey's fees. CONTRACTOR SIGNATURE DATE / fiereby affirm (hal / am exempt Irom Contractor's Ucense Law for ttie following reason: n I. as owner of the properly or my employees wilh wages as Iheir sole compensation, will do Ihe work and Ihe slruclure is nol inlended or offered for sale (Sec. 7044, Business and Professions Code: The Ccnlraclor's License Law does nol apply lo an owner of properly who builds or improves Ihereon, and who does such work himself or through his own employees, provided thai such improvemenls are nol inlended or offered for sale. If, however, Ihe building or improvement is sold wilhin one year of complelion. Ihe owner-builder will have Ihe burden of proving lhal he did nol build or improve for Ihe purpose of sale), ri I. as owner of Ihe properly, am exclusively conlracling with licensed conlraelors lo conslrucl Ihe projeci (Sec. 7044, Business and Professions Code: The Conlraelor s License Law does not apply lo an owner of properly who builds or improves thereon, and conlracts for such projects with contractor(s) licensed pursuant tn Ihe Contractor's License Law). n I am exempi under Seclion Business and Professions Code for this reason: 1 I pnrsonally plan In provide the major labor and materials for conslruclion of Ihe proposed properly improvement, • Yes • No 2 I (have / have nol) signed an application for a building permit for Ihe proposed work. 3.1 have contracted wilh Ihe following person (firm) lo provide Ihe proposed conslruclion (include name address / phone / contractors' license number): i I plan lo provide portions of Ihe work, but I have hired Ihe following person lo coordinate, supervise and provide Ihe major work (include name / address / phone / contractors' license number): 5,1 will provide some of Ihe work. but I have contracted (hired) the following persons tn provide Ihe work indicaled (include name / address / phone / lype of work): DATE jgS'pROPERTY OWNER SIGNATURE Is Ihe applicant or future building occupanl required lo submil a business plan, acutely hazardous malenals registration form or risk managemeni and prevention program under Sections 25505, 25533 or 25534 of Ihc Presley-Tanner Hazardous Substance Accounl AcP d Yes O No Is Ihe applicant or fulure building occupant required lo obtain a permit from the air pollulion control dislrici or air quality managemeni dislrict? • Yes l!3 No Is Ihe lacilily lo be constructed wilhin 1,000 feel of Ihe ouler boundary of a school site? • Yes Cl No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTiFICATE OF OCCUPANCY HAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. —>- I hereby affinn that there is a construction lending agency for fhe performance of the work this permit is issued (Sec, 3097 (i) Civil Code), Lender s Name Lender's Address I ceitify that I have read the application and state that the above information is coirect and that the infoimation on the plans is accurate. I agree fo complywith all City ordinances and State laws relating to building constniction, Ihereby aulhorize representative of Ihe Cily of Cartsbad lo enter upon Ihe 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 OF THIS PERMIT, OSHA: An OSHA pennit is required tqr excavations over 5 0' deep and demolition or constnidion of stmctures over 3 stories in heighl. EXPIRATION: Every pemiit issued byih^ Building Oflicial under Ihe provisions of this C^e shall expire by limitation and become null and vokl if the buikling or woric aulhorized by such peimit is not commenced within I pemiit is suspended or abandoned at any time afterthe woik is commenced fbr a period of 180 days (Sectton 106.4.4 Unifonn Buikiing Code). 180 days from the date of sudijietmit o ^APPLICANT'S SIGNATURE . Building C pr itltie building or woric authq DATE 3 y - 6 i CityofCarlsbad f 1635 Faraday Ave.. Carlsbaij, CA 92008 ^ "760-602-2717 / 2718 / 2719 Fax: 760-602-8558 Building Permit Appiication PlanChetkMo. Est Value Plan Ck. DepoUt Date JOB ADDRESS CT/PROJECT# DESCRIPTION OFWORK: L0T# PHASE # I # OF UNITS |# BEDROOMS surrE#/sPACE#/UNrr# # BATHROOMS I TliNANT BUSINESS NAME EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPDSEE YESD •_ NoQ CONTACT NAME (If DIffmnt Fom Applieant) APPUCANTNAME ADDRESS ADDRESS CITY STATE ZIP CITY STAtE PHONE FAX PHONE FAX EMAIL EMAIL iiiUliiini PROPERTY OWNER NAME ADDRESS CONTItACTOR BUS. NAME . , - ^ ADDRESS |7V$- ^-S^ I/^S/A CITY STATE ZIP CITY STATE ZIP STATE PHONE FAX PHONE ^ FAX/ V EMAIL ^ - ^ , .- -1 EMAIL ARCH/DESIGNER NAME * ADDRESS STATE UC.# ^ CITY BUS. UC.# 6 I (Sec»703I .S Business and Professlom Code: Any City or County whkh rHulics i ptraiit to contrutt, liter impnm^ deimlsli or re|»ir my itnctun, nior 0) io issmiKi, licensed pursuant to die provisioni of die Contractor's Ucnse Law {Oiapier 9, comiiMiidlng mth UxMn 7000 ol Dnisiwi 3 of die Bniness iml PrensloM (ait) or that Section 703 I S by any appikant lor a ptrmit subjecQ tht appliant Is a dvH ptnalty of not more than Inc hundred doiin {$S00}). abo requires die mpTiaM ior tndi permit to file a signed statement that he Is he is eiempt dierelram, and the basis for the ileged exemplnn. Any vnlition ol Workers'Compensation Declarafion:/herefty aflimi umier penally of perjijy one of (tefofl^ n I have and will maintain a certificate of consent to self-lniure for workers' compensation as provided by Section 3700 of the Labor Ckxle, for the perfbnnance of the work for whnh this permit is Issued, I have and will maintain workers'compensation, as requiredby ^tion 3700 of the Labor Ckxle, Iv the pediormance of the work for whKh this pennit is Issued, kMwotkm Insurance canier and policy number are: Insurance Co.. Expiratton Dale l~ 1'-'^% ^n This seclion need not be completed if Ihe pennit is for one hundred dollars ($100) or less n Certificate of Exemption: I certify lhal in the perforniance of the woric for which this pennit is issued, I shall not emptoy any person in any manner so as to become subject to the Woricers' Compensation Laws of California WARNING: Failure to secure worhers' compensation coverage Is unlawful, and shall subject an employerto crimlnai penalties and civil fines up to one Iiundred thousand dollare (S100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code. Interest and attomey's fees, y " CONTRACTOR SIGNATURE —^^^1-;, ^' ' DATE IO"~I? ~~) m$(. t « 5 ' C O M P E N S A T I O N t is Issued, My RaftUfLiyfiR DECL Alt A Tto (If? / hereby affirm (haf / am exempt from Conlractor's License Law lor the following reason: n I, as owner of Ihe property or my employees wilh wages as Iheir sole compensation, vwll do the woric and the structure is nol intended or oflered for sale (Sec, 7044, Business and Professions Code: The Contractor's License Law does nol apply to an owner of property who builds or improves Ihereon, and who does such woric himself or Ihrough his own employees, provided lhal such improvements are nol inlended or offered for sale If, however, Ihe building or improvement is sold wilhin one year of completton, the owner-builder will have Ihe burden of proving lhal he did not build or improve for Ihe purpose of sate). 13 I. as owner of Ihe property, am exclusively conlracling with licensed conlraelors lo conslrucl Ihe projeci (Sec. 7044, Business and Professtons (Me: The Contracior's Ucense Law does not apply to an owner of properly who builds or improves thereon, and contracts for such projecis with contraclor(s) licensed pursuant lo Ihe Conlraclor's License Law). • I am exempi under Seclion Business and Professions Coie for Ihis reason: 1.1 personally plan to provide Ihe major labor and materials for construction of Ihe proposed property improvement. • Yes • No 2 I (have / have nol) signed an application for a building pennil for Ihe proposed woric. 3 I have contracted wilh Ihe following person (firm) to provide Ihe proposed conslruclion (include name address / phone / contractors' license number): 4.1 plan lo provide portions ol Ihe work, bul I have hired Ihe following person lo coordinate, supervise and provide Ihe major work (include name / address / phone / contractors' license number): 5.1 will provide some of Ihe work, bul I have contracted (hired) Ihe following persons lo provide Ihe woric indicated (include name / address / phone / type of woric): >£rPROPERTY OWNER SIGNATURE DATE iJUii Is Ihe apphcant or future building occupanl required to submit a business plan, acutely hazantous malerials registration form or risk man;igement and prevention program under Seclions 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Accounl Acl? • Yes • No Is Ihe applicant or fulure building occupanl required lo obtain a pennit trom the air pollution control dislrici or air quality managemeni district? • Yes • No Is Ihe faciiily lo be constructed within 1,000 feel of Ihe outer boundary ot a school site? • Yes O No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. KilpTtrocTIOW. LENOING AGENcr I hereby affimn that ttiere is a construction lending agency for the performance of the wor1( this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address ' Pti €A kr c eii Ti F i C^A TI 6 N 11 m(': I certity that I have read ttie applkatkin and state ttiat the above intbcmatkm Is conect and ttiat the Infoimation on the plans is accurate. I agree to complywith all City onllnances and State laws relating to building constmction. I hereby authorize representative of Ihe City of Carisbad to enter upon Ihe above menttoned property for inspecfon puiposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CfTY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CfrC IN CONSEQUENCE OF THE GRANTING OF THIS PERMff. OSHA: An OSHA pennit is requked for excavattons over 5 0' deep and demolitton or constmctton of siRiclures over 3 stories to heighl EXPIRATION; Eveiy pennit issued by Ihe Buikiing Official under Ihe provistons of Ihis Code shall expke by limitatkx) and become nul andl vokl If the bulkitog or woric aulhorized by such pemiit is not commenced wilhin 180 days fnsm the date of such pern* or if the buiWtog or woric aulhorized by such pennit is suspended or ^ ^APPLICANT'S SIGNATURE DATE TRANSMITTAL WILLIAM HEZMALHALCH ARCHITECTS INC To Attn Transmitting by GREYSTONE HOMES, INC San Diego Division 1525 FARADAY, Suite 300 Carlsbad, CA 92008 KEITH R (760)476-1434 OCB/BESTWAY Date Project title Project number Phase number cc NOVEMBER 17, 2004 PLANNING AREA 10 2003386 08 Description ,(3) THREE STAMPED AND SIGNED 8 1/2"X11" SHEETS OF PARTIAL FLOOR PLAN 1 "A", "B", "C" DATED AS OF 11/17/04 Message FOR BUILDING DEPARTMENT SUBMITTAL THIS IS THE FLOOR PLAN WITH THE ADDED DOOR FROM THE TANDEM TO THE INTERIOR COURTYARD OF THE PLAN 1 I HAVE ADDED A THREE WAY SWITCH AND RELOCATED THE WALL HUNG LIGHT TO BE ADJACENT TO THE NEW MAN DOOR IF YOU HAVE ANY QUESTIONS, PLEASE FEEL FREE TO CONTACT ME AT (949) 622- 8723 Signed REGARDS, MIGUEL MORENO ASSOCIATE, PROJECT MANAGER 2850 Redhill Avenue Suite 200 Santa Ana CA 927055543 949 250 0607 Fax 949 250 1529 www wharchitects com HALL 10-0 CLG CARPET BY MEMO #2 ©2004 WILLIAM HEZMALHALCH ARCHITECTS INC SKETCH NO SCALE PHASE JOB NO DATE 1 1/4" = r 0" OB 2003386 11/17/04 TITLE PLAN 1 "A", "B", "C" PA 10 CARLSBAD LENNAR HOMES CARLSBAD CALIFORNIA WILLIAM HEZMALHALCH ARCHITECTS INC 17875 VON KARMAN SUITE 404 IRVINE CA 92614-6256 9492500607 www wharchrtects com fax 949 250 1529 EsGil Corporation In tartnersfiip witR government for dhiUing Safety DATE: MAY 07, 2008 O^PPUTANT (^_^^^ JURISDICTION: CARLSBAD • PLAN REVIEWER • FILE PLANCHECKNO.: PC07-0060 SET:IV PROJECT ADDRESS: 234-262 DATE AVENUE PROJECT NAME: Crescent Del Sol Estate (2-Duplexes & 4-SFR Over Subterranean Parking) ^ The plans transmltteij herewith have been corrected where necessary and substantially comply with the jurisdictionjs building codes. I I The plans transnnitted herewith will substantially connply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Wayne Blass 7237 Sanderling Ct., Carlsbad, Ca 92011 Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Wayne Blass Telephone #: 760-918-0012 Date contacted: (by: ) Fax #: 760-918-1996 Mail Telephone Fax In Person • REMARKS: By: Ali Sadre Enclosures: Esgil Corporation • GA • MB • EJ • PC 4/31 tmsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 EsGil Corporation In Partnersliip witR government for (BuiUing Safety DATE: APRIL 4, 2008 JURISDICTION: CARLSBAD • PLANREVIEWER • FILE PLANCHECKNO.: PC07-0060 SET: IH PROJECT ADDRESS: 234-262 DATE AVENUE PROJECT NAME: Crescent Del Sol Estate (2-Duplexes & 4-SFR Over Subterranean Parking) I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisjdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete rechecl^. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Wayne Blass 7237 Sanderling Ct., Carlsbad, Ca 92011 I I 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: Wayne Blass Telephone #: 760-918-0012 Date contacted: ^ I 7/o^ (by: PA/) Fax #: 760-918-1996 Mail Telephone Fax In Person XI REMARKS: Please see below for remaining items from previous list. By: Ali Sadre Enclosures: Esgil Corporation 13 GA • MB • EJ • PC 3/31 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • SanDiego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 CARLSBAD PC07-0060 APRIL 4, 2008 1. The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two 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. 2. The plumbing drawings are not signed and sealed. Each sheet ofthe plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. • MISCELLANEOUS 3. Please see attached for P/M/E items. 4. 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. 5. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone numberof 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Ali Sadre at Esgil Corporation. Thankyou. CARLSBAD PC07-0060 APRIL 4, 2008 PLUIVIBING AND IVIECHANICAL CORRECTIONS • JURISDICTION: Carlsbad DATE: 4/4/08 • PLAN REVIEW NUMBER: PC07-0060 SET: III PLAN REVIEWER: Glen Adamek 99. THE FINAL SET OF DRAWINGS WILL BE REVIEWED FOR SIGNING AND SEALING JUST BEFORE THE PERMITS ARE TO BE ISSUED. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. PLUMBING (2000 UNIFORM PLUMBING CODE) 105. CIVIL NOTES #2 AND #3 AND KEYNOTES #3 ON SHEET P-0.3 STILL STATE: "SEWER BY CIVIL." PLEASE PROVIDE TWO SETS OF THE SIGNED AND SEALED CONSTRUCTION DRAWINGS FOR THE PROPOSED SITE SEWER LINES SO THE PERMITS CAN BE ISSUED FOR THE PRIVATE SITE SEWER LINES. THE CIVIL DRAWING PROVIDED (THE GRADING PLANS AND THE [PUBLIC] IMPROVEMENT PLANS) DO NOT INCLUDE THE CONSTRUCTION PLANS FOR THE PRIVATE SITE SEWER LINES FROM THE BUILDING TO THE PUBLIC SEWER SYSTEM. Please provide signed and sealed constructions drawings for the proposed private site sewer lines from the building to the public sewer. The Building Department plan checks, permits and inspects the Private Building Sewer Systems. Not the City Engineer. A complete plan review will be done when the construction drawings are provided. Please provide the private site sewer drawings for the building sewer lines from each building drain line to the public sewer system. On the North and East sides of the lot. Cleariy show the piping materials, sizes and slopes and spacing of the cleanouts and/or manholes. 113. CORRECT THE SHOWER VALVE AND SHOWER HEAD LOCATIONS ON SHEETS P-3.2 AND P-6.1. As per the response: "Refer to architectural elevation drawings for location of valves and heads." But no interior shower compartment elevations found in the plan package. Please detail on the drawings. The Note #39 on sheet P-0.1 does not detaii the locations to comply. Show the shower control valve and shower head locations comply with UPC, Section 412.11. 115. THE PROPOSED TANKLESS GAS WATER HEATERS HAVE BEEN RELOCATED TO THE ATTIC SPACE. PLEASE CORRECT THE DRAWINGS TO SHOW COMPLIANCE WITH THE FOLLOWING: A) DETAIL REQUIRED DRAIN PAN UNDER WATER HEATERS AND INCH DRAIN LINE TO AN APPROVED LOCATION, FOR WATER HEATERS LOCATED IN AN ATTIC, ATTIC/CEILING ASSEMBLY, CARLSBAD PC07-0060 APRIL 4, 2008 FLOOR/CEILING ASSEMBLY, OR FLOOR/SUBFLOOR ASSEMBLY WHERE DAMAGE MAY RESULT FROM A LEAKING WATER HEATER, AS PER UPC SECTION 510.7 FOR ALL WATER HEATERS IN THE ATTIC. B) CORRECT MINIMUM ATTIC ACCESS OPENING SIZES THE UNITS #2A, #5A, & #6B. DETAIL REQUIRED 30 X 30 INCH ACCESS CLEARANCE TO WATER HEATER IN ATTIC AS PER UPC, SECTION 511.3. PLEASE PROVIDE THE TRUSS FRAMING PLANS TO SHOW COMPLIACE. C) CORRECT THE UNITS #2A, #5A, & #6B ATTIC ACCESS TO SHOW THE REQUIRED LADDERS. DETAIL REQUIRED LADDER ACCESS TO WATER HEATERS MORE THAN 8 FEET ABOVE THE FLOOR. UPC SECTION 511.2. D) PROVIDE THE TRUSS FRAMING PLANS TO DETAIL THE REQUIRED ACCESS CLEARANCES THROUGH THE TRUSSES AND TRUSS WEBS FROM THE ATTIC ACCESS DOORS TO THE WATER HEATERS OF 30 X 30 INCHES AS PER UPC, SECTION 511.3 FOR ALL WATER HEATERS IN THE ATTIC. MECHANICAL (2000 UNIFORM MECHANICAL CODE) A) THE TRUSS PLANS MUST SHOW TRUSS LAYOUTS AND TRUSS WEB DETAILS TO SHOW COMPLIANCY WITH DETAIL #3 ON SHEET M-0.2, FOR MINIMUM ACCESS CLEARANCES. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In Partnersliip witR government for (Buitding Safety DATE: FEB. 5, 2008 OAEPUCANT • AEPUCAN (gjURiS^ JURISDICTION: CARLSBAD • PLAN REVIEWER • FILE PLANCHECKNO.: PC07-0060 SET:II PROJECT ADDRESS: 234-262 DATE AVENUE PROJECT NAME: Crescent Del Sol Estate (2-Duplexes & 4-SFR Over Subterranean Parking) I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. X The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. X The applicant's copy of the check list has been sent to: Wayne Blass 7237 Sanderiing Ct., Carisbad, Ca 92011 I I 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: .Wayne Blass Telephone #: 760-918-0012 Date contacted: !>ill/o!^'^oyyi^S Fax #: 760-918-1996 Mail v^elephone Fax y^n Person X REMARKS: Please see below for remaining items from previous list. By: Ali Sadre Enclosures: Esgil Corporation B GA • MB IE! EJ • PC 1/29 tmsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 CARLSBAD PC07-0060 FEB. 5, 2008 1. The following note should be given with eac^ correction list: Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two 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 Carisbad Building Department, 1635 Faraday Ave., Carisbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carisbad 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 Carisbad 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. 2. The plumbing drawings are not signed and sealed. Each sheet ofthe plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. • GENERAL 3. Please complete all blank bubbles on Sheet A07. 4. Specify on the cover sheet of plans that the foundation plans are under P/C # 06- 163. . ELEVATORS 5. Specify elevator shaft vents where elevators extend through more than two floor levels. Section 3004. Show the ventilation details on elevator shaft details at the roof level. • MISCELLANEOUS 6. Please see attached for P/M/E items. 7. 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. 8. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone numberof 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Ali Sadre at Esgil Corporation. Thankyou. CARLSBAD PC07-0060 FEB. 5, 2008 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek 99. The plumbing drawings are not signed and sealed. Ttie final set of drawings will be reviewed for signing and sealing Just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. 100. No fireplace cut-sheets and installation instructions provided in the plan package? Cleariy show the make and model of each of the proposed prefab fireplaces. Provide the cut-sheets and installation instructions for each of the proposed fireplaces. Provide data for the proposed gas demands, flue systems (B-Vent?) and clearances. 101. Response states: "The dryer is powered by electricity. See electrical drawings E-4.1. Sheet E-4.1 does not show any outlets for the stacked washer/dryer unit in the Rental Unit in Plan 4. And sheet EO-3 does not show the two-phase power need for the electric dryer. Please correct. The plans do not show gas and/or electric hook-ups for the stacked washer/dryer unit in the Rental Unit in Plan 4. Please correct to show the required power to run the proposed stacked washer/dryer unit. 102. Please correct the electric and mechanical drawings to clearly show the required minimum head room under electrical equipment and the mechanical ducts and exhaust fans. Minimum 7 foot 0 inches headroom. Clearly show the headroom under plumbing, electrical, and mechanical run below the ceiling in the S-3 garages. PLUMBING (2000 UNIFORM PLUMBING CODE) 104. Sheets P-01 and P-0.3 do not show the sizes of the water lines from each water meter, around the building to each unit. Please show the proposed site water line sizes. Please show the private water line sizes and types for materials from the public water meters to the connections at each dwelling unit. 105. Civil Notes on sheet P-0.3 state: "Sewer by Civil." Please provide signed and sealed constructions drawings for the proposed private site sewer lines from the building to the public sewer. The Building Department plan checks, permits and inspects the Private Building Sewer Systems. Not the City Engineer. A complete plan review will be done when the construction drawings are provided. Please provide the private site sewer drawings for the building sewer lines from each building drain line to the public sewer system. On the North and East sides of the lot. Cleariy show the piping materials, sizes and slopes and spacing of the cleanouts and/or manholes. CARLSBAD PC07-0060 FEB. 5, 2008 106. The finished floor elevations on sheet P-0.3 do not agree with the finished floor elevations on sheet A02. Please correct to agree. Please show the upstream sewer manhole rim elevation compared to the plumbing fixture flood rim elevations. As per UPC, Section 710.1, provide backwater valves on all building drains which serve plumbing fixtures with flood rim elevations below the upstream manhole rim elevations. Only fixtures with flood rim levels below the upstream manhole rim elevation may flow through a backwater valve. 109. Please check the fireplace data for the minimum gas demand. 25 CFH used in the gas line sizing may be too low. Provide corrected gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0. 110. No fireplace cut-sheets and installation instructions provided in the plan package? 25 CFH used may be too low. Check the gas demands for the proposed gas fired fireplaces with B-vent flue systems. 113. As per the response: "Refer to architectural elevation drawings for location of valves and heads." But no interior shower compartment elevations found in the plan package. Please detail on the drawings. The Note #39 on sheet P-0.1 does not detail the locations to comply. Show the shower control valve and shower head locations comply with UPC, Section 412.11. 114. The 'first hour rating' for the electric water heater is not shown in the water heater schedule on sheet P-0.2? Provide the required minimum sizing calculations for the water heaters for dwelling units as per UPC, Table 5-1 and UPC, Section 501.0. 115. The combustion air ducting can not be taken from the garage through the required fire rated occupancy separation, as per UPC, Section 507.3.6. Detail how combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code, Section 507.0. 116. The Note #40 on sheet P-0.1 does not detail the locations to show compiy. Please provide cut-sheets and installation instructions for the proposed power vented gas fired water heaters and detail on the plans the venting system. Detail the water heater flue (vent) terminations as per UPC, Section 517.0. Minimum 8 feet from a vertical wall or similar obstruction (parapet wall, screen wall building wall): or extend vent termination to above the top of the wall. 117. The Note #40 on sheet P-0.1 does not detail the routes and offsets to show comply. Please provide cut-sheets and installation instructions for the proposed power vented gas fired water heaters and detail on the plans the venting system. Detail the water heater flue (vent) offsets, length, pitch and clearances as per UPC, Section 516.0. 118. The plans do not show any drain lines from the water heater P & T valves? As per the response Mike Peterson has approved "Current discharge"? CARLSBAD PC07-0060 •FEB. 5, 2008 Please correct. Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 608.5. MECHANICAL (2000 UNIFORM MECHANICAL CODE) 124. HVAC condensate drainage systems where not found on the plumbing drawings? Detail disposal sites of main condensate drainage from air conditioning units. UMC Section 310.1 & UPC 807.2. 125. The mechanical drawings still show bathroom exhaust fans from different dwelling units connected to common duct system. Please correct. Where exhaust fans from separate dwelling units are connected to a common exhaust duct system, cleariy detail how noise from one dwelling unit is kept out of the other dwelling unit. 126. The elevator equipment rooms must be exhausted to the outside, not into the garage and not into a garage for another dwelling unit. Obtain approval for the California State Office of Elevator, Ride and Tramway to allow the water heaters in the elevator equipment room. Provide the required independent ventilation for the elevator equipment room to prevent the overheating ofthe electrical equipment. UBC Section 3005.1. 127. Please show how the designer is going to limit only one of the vehicles (of the 39 parking spaces shown) at any one time as per the note #6 on sheet M-0.3. Also, detail the garage exhaust system controls for the common garage area and the private garage areas to agree with the written response. Provide exhaust ventilation in the S-3 parking garage capable of exhausting a minimum of 1.5 CFM per square foot of gross floor area. UBC Section 1202.2.7. Provide detail and calculations for the common garage area exhaust systems. 128. Provide the dryer duct routing design to the outside. The maximum length is 14 feet with two 90-degree elbows. UMC Section 504.3.2. Please correct the following: A) On the plan and in the detail 7 on sheet M-0.2, please show the make and model numbers of each of the proposed dryers. B) To use the Dryer Duct Alternate Calc. Sizing detail on sheet M-0.2, the drawings must show all of the lengths and the number of elbows and the required cleanouts as per the City of Irvine Alternate Design on sheets M1.1, M2.1, M3.1, M4.1, M5.1 and M6.1. Please provide the complete Alternate Design package showing the maximum allowed lengths. Also, the City of Carlsbad Building Department must approve the use of the Alternate Design. C) The sheet M4.1 still does not show the required dryer vent for the proposed electric clothes dryer in the Rental Unit in Plan 4. CARLSBAD PC07-0060 FEB. 5, 2008 130. No fireplace cut-sheets and installation instructions provided in the plan package? Plans show B-vents from gas fired fireplaces, Not a wood burning fireplace? Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 31-B. 131. No fireplace cut-sheets and installation instructions provided in the plan package? Plans show B-vents from gas fired fireplaces. Not a wood burning fireplace? (No spark arresters.) Note on the plans that approved spark arrestors shall be installed on all chimneys. UBC Section 3102.3.8. 133. Correct the detail #9 on sheet M-0.2 to show the require 8 feet clearances for the vertical walls above the roof. Detail the flue (vent) terminations as per UMC Section 806.6. 135, Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. A) The mechanical drawing show environmental exhaust fan ducts discharging inside the building into the garage. Also, correct the garage exhaust to discharge 3 feet minimum above the roof and minimum 10 feet to opening into the building. Please correct. Detail the exhaust outlet clearances as per UMC, Sections 504.5 (Environmental) & 506.9 (Product conveying). B) Clearly show the exhaust duct material and gage used for each duct size. See UMC Table 6-7. Notes # 33 and 34 on sheet MO.O does not address the thickness of the proposed metal ducts. D) Detail protection from physical damage as per UMC Sections 506.8 & 610.8. The mechanical drawings do not clearly show the locations of the garage exhaust fans and garage exhaust ducts within the garage. (Please show the minimum 7 foot 0 inches headroom under the ducts and exhaust fans located within the garages or detail protection.) Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil corporation In (PartnersRip witR government for (BuiUing Safety DATE: SEPT. 18, 2007 CuaoPMGAWT JURISDICTION: CARLSBAD • PLAN REVIEWER • FILE PLANCHECKNO.: PC07-0060 SET:I PROJECT ADDRESS: 234-262 DATE AVENUE PROJECT NAME: Crescent Del Sol Estate (2-Duplexes & 4-SFR Over Subterranean Parking) I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I 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: Wayne Blass 7237 Sanderiing Ct., Carisbad, Ca 92011 I I 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:/Wayne Blass Telephone #: 760-918-0012 Date contacted:*^//o '^{b)4^S) Fax #: 760-918-1996 Mail Telephone Fax ^ In Person • REMARKS: By: Ali Sadre Enclosures: Esgil Corporation IEI GA • MB S EJ • PC 9/10 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • SanDiego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 CARLSBAD PC07-0060 SEPT. 18, 2007 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK NO.: PC07-0060 PROJECT ADDRESS: 234-262 DATE AVENUE Type of Occupancv & Construction: 2-Duplexes & 4-SFR (R-3) = V-1 Hr. with Parking in Basement: (S3) = l-FR (Unlimited Allowable Area); Height = 30'; Stories = 2 + Basement; Sprinklers = Yes; Floor Areas: SFR & Duplexes: Living = 29,396; Decks/Patios = 7617; Garage = 22,665 (includes stairs, elevator, storage, etc.) Allowable areas = Unlimited for all DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 9/10 SEPT. 18, 2007 REVIEWED BY: Ali Sadre FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state iaws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • 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 on the plans. Have changes been made not resulting from this list? • Yes • No CARLSBAD PC07-0060 SEPT. 18, 2007 1. The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two 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 Carisbad Building Department, 1635 Faraday Ave., Carisbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carisbad 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 Carisbad 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. 2. Indicate on Title Sheet whether or not a grading permit is required for this project. • PLANS 3. Any portion of the project shown on the site plan that is not included with the building permit application filed should be cleariy identified as "not included" on site plans or Title Sheet. I.e., site walls, gates, fences, site lighting, etc. 4. Include the following code information for each building proposed in the Buiiding Code Analysis (Tables): • Type of Construction: V-N/Spr. (R3); l-Fr./Spr. (S3) - Ok as noted. • Sorinklers: Yes - Ok as noted. • Height Accordingly (30') - add to GOI • Floor Area: Living Area Each Unit & Each level: Living Areas = ; Patio/deck (Total for both levels) = ....; Garage/Storage, Misc. (Total for both levels) = Ok as noted 5. When Special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. See attached form. Section 106.3.5. • SITE PLAN 6. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 7. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. CARLSBAD PC07-0060 SEPT. 18, 2007 8. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. 9. Show on site plans all proposed walls, retaining walls and fences. Specify their heights on ptans. • RATED CONSTRUCTION 10. Please show rated assemblies on plans for the floors, walls, beams, columns, etc. on architectural plans. 11. Show the UL, or equal, approval #'s for all rated assemblies on plans. Include all the details on A-901, etc. 12. Cross reference all the details as per Sheet A-902 on floor plans. 13. Provisions in Chapter 7 require special treatment of penetrations at fire-resistive assemblies. Provide typical details on the plans showing how the fire-resistive integrity will be maintained at the following conditions (Include the manufacturers' names and ICBO numbers (or equal) for any sealant): THROUGH-PENETRATIONS (through the entire assembly): Fire-resistive walls shall have penetrations protected with through-penetration fire stops having an F-rating, T-rating or complying with UBC Standard 7-1, depending on their locations, sizes and combustibility. Fire resistive floor/ceiling assemblies shall have penetrations protected with through- penetration fire stops having and F-rating, T-rating or complying with UBC Standard 7-1, depending on their sizes, combustibility & whether the penetrations are in wails above. MEMBRANE-PENETRATIONS (through only one side of an assembly): Fire-resistive walls shall have penetrations protected with membrane-penetration fire stops having an F-rating or complying with UBC Standard 7-1, depending on their size and combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more than 100 sq. in. for any 100 sq. ft. of wall) require no protection. Fire-resistive floors or ceilings having penetrations shall complywith Section 710. NOTE: The plans should indicate various fire-stop ratings required for all penetrations. 14. Detail how rated wall construction is maintained at built-in wall fixtures, fire extinguisher cabinets, electric panels exceeding 16-in^ in area, etc. Sec. 709.7. 15. Detail how fire-resistive wail and ceiling protection will be maintained at ali duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Sections 709, 710. 16. Fire dampers shall be installed per Section 713.11 at all ducted or unducted air openings at penetrations of: i) Ceilings of fire-resistive floor, or roof assemblies. Occupancy separation walls. 17. Smoke dampers shall be installed per Section 713.10 at all ducted or unducted air openings at penetrations of: ii) Occupancy separation walls; Shaft enclosures. CARLSBAD PC07-0060 SEPT. 18, 2007 18. If smoke dampers are required, the plans shall show the locations of the smoke detectors (installed in accordance with the Fire Code) listed in the options of Section 713.10 ofthe UBC. 19. The Door Schedules do not show the fire ratings of the required three hour fire rated doors in the proposed three-hour fire rated separation walls shown on the plans between the Type I construction areas and the Type V-non-rated construction areas. • OCCUPANCY SEPARATION 20. Specify 2-hour rated platform for the garage lid (per Type l-Fr. Construction) on plans. Table 6-A. 21. Please show one hour rated occupancy separations between S3/R3. 22. Provide one-hour fire-resistive door assemblies in the one-hour occupancy separation. Section 302.3. 23. Provide complete door & window schedule and the door callouts on the scheduie to show one hour rated doors between S3 and all accessory spaces. I.e., Elevator doors were not found on door schedule. 24. Steel electrical outlet boxes at occupancy separation walls shall not exceed sixteen square inches, shall not exceed one hundred square inches per one hundred square feet of wall, and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 709.7. 25. Ducts penetrating occupancy separations must have smoke & fire dampers. Sec. 713.10&713.11. • STAIRWAYS/ELEVATORS 26. Show or note that elevators comply with Chapter 30, UBC. Also povide a smoke detector at each lobby or entrance area. Section 3003.2. 27. Specify elevator shaft vents where elevators extend through more than two floor levels. Section 3004. 28. Stairway riser must be four inches minimum and seven inches maximum and minimum mn shall be eleven inches except in winding, circular or spiral stairways, or private stairways serving less than 10 which may have an eight inch rise and nine inch run. Section 1003.3.3.3. 29. Enclosed usable space under interior or exterior stainvays should be protected on the enclosed side as required for one-hour fire-resistive construction. Show 2 x @ 16" o.c. nailers. Section 1003.3.3.9. CARLSBAD PC07-0060 SEPT. 18, 2007 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. A minimum headroom clearance of 6'-8" for stairways should be indicated on the plans. Note that this is from a plane tangent to the stairway tread nosing. Sec. 1003.3.3.4. • INTERIOR WALL AND CEIUNG FINISHES Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be non-combustible materials except in Types V construction, where fire-retardant treated wood may be used. Sec. 803, Item 2. • SOUND INSULATION Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required sound ratings. This applies to the duplexes. Steel electrical outlet boxes at occupancy separation walls shall not exceed sixteen square inches, shall not exceed one hundred square inches pel- one hundred square feet of wall, and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 709.7. Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as common decks, service areas, etc.) must have a listed rating of STC 50 and IIC 50. Show the location of & provide details of listed wall and floor/ceiling assemblies & indicate the listing agency and listing number for the tested ratings. • EXIT LIGHTING Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1003.2.8.2. Exit signs shall be located as necessary to clearly indicate the direction of egress travel. No point shall be more than 100 feet from the nearest visible sign. Exit signs shall be readily visible from any direction of approach. If exit signs are required, provide the following notes on plans. Sec. 1003.2.8.2 b) c) Show two sources of power for the lamps at exit signs. Section 1003.2.8.5. Show exits are lighted with at least 1-foot candle at floor level. Sec. 1003.2.9.2. • FIRE EXTINGUISHING Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 904.3. CARLSBAD PC07-0060 SEPT. 18,2007 • GENERAL RESIDENTIAL REQUIREMENTS 40. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): d) Fixed and sliding panels of sliding door assemblies and panels in swinging doors. e) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24" arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60" above the walking surface. f) Walls enclosing stainway landings or within 5' of the bottom and top of stainways where the bottom edge of the glass is less than 60" above a walking surface. • MISCELLANEOUS 41. Please specify where all the key-notes are referenced on floor plans. 42. Complete all blank bubbles, as well as details and references to ??/??, xx/xx, etc., on plans. 43. All the details as referenced to section plans on floor plans are incorrect. I.e., see Al-1. Where is Sheet A9.6 as referenced on Sections 1, 3, 4, 6/A9.6? Similariy, for other floor plans. 44. Please show veneer tie details and references on plans per Section 1403. 45. Please submit a signage plan for the parking garage, stop, yield, clear height, turns, etc. if a part of this permit. 46. Specify ICBO approval #, manufacturer & model # for fireplaces on floor plans. 47. Please show %"/ft. min. roof & deck slopes on plans. Many are less than this. 48. Show 30" wide clear space in the water closet compartment on floor plans. Dimension this for all questionable cases on floor plans. 49. Complete the door window schedules on plans to show their types, hardware, elevations as required. 50. In combination casement/ fixed windows for bedrooms, dimension adequate window opening for egress. 51. Show cross hatched areas for required exiting by stairs on ground level to be clear of any obstructions including parked cars, etc. with path to the public way. 52. Show 22"x30" attic access to each separated attic area, located in a hallway or other readily accessible location with 30" headroom clearance required above the opening. Section 1505.1. 53. The loading zone should be switched to the passenger side of the vehicle. CARLSBAD PC07-0060 SEPT. 18, 2007 54. On Sheet A3-3, dimension corridor width is 3' in the master bath. Similariy, for other floor plans. • STRUCTURAL 55. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 106.3.3. 56. Please specify the R & Qo lateral elements factors on plans. I.e., for plywood shear walls. Steel Frames, Concrete or CMU walls, etc. 57. 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 properiy incorporated into the construction documents. 58. Pelase provide complete plans and details for the foundation and the concrete lid above the garage on structural plans. 59. Per UBC Section 2321.4, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or othenwise have permanently affixed thereto the following information located within 2' of the center of the span on the face of the bottom chord: g) Identity of the company manufacturing the truss. h) The design load. i) The spacing of the trusses." 60. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). Section 106.3.4.1. 61. Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of TJl's (i.e., along the sides), per city policy, unless specific written approval from Tms-Joist Macmillan is first obtained. Details or notes on the plans should make this clear. Nails may be driven perpendicular io TJI flanges. 62. Please show foundation & framing plans with details and references for all stairs, patios & balconies on plans. 63. In Seismic Zones 3 and 4, where allowable shear values exceed 350 plf in wood structural panel shear walls, foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a single 3" nominal member with staggered nailing. Table 23-11-1-1, footnote 3. 64. Please indicate how the HD's connections to the first floor slab above garage, as per plans including the washer size and thickness. Also show how the minimum 2-hour rating for fire proofing is maintained. CARLSBAD PC07-0060 SEPT. 18, 2007 65. Please show the drag members with connection details & references on plans. 66. Please show the drag elements comply with Section 1633.2.6. 67. Please submit an schematic in the calc's. indicating the size and designation of all plywood & concrete shear wall length & designafions on plans with fie downs & designafions to match the structural plans so they can be verified. 68. Please complete all the blank bubbles including references to xx/xx & ??/??, on the structural plans. 69. Please submit an schemafic in the calculafions showing the beams and columns as well as the PT slab information and pad footings to match the informafion on the structural plans so they can be verified against the plans. [The schematic's as presented, in the calc's. as submitted, may be modified as required to provide the requested information]. 70. Please clarify where Sheet S4-5 is, as referenced on various sheets of plans, i.e., S3-1.1, etc. 71. Where is detail 12/S1-11, as referenced on S3-1.1? 72. Where is detail 6/S4.5, as referenced on Sheet S3-1.1, by grid point 10.1-H.S? 73. Please note where details 2, 5 & 6/S5-2 are referenced on plans. 74. Please note where details 6, 8 & 9/S5-3 are referenced on plans. 75. Please note where details 1, 5 & 6/S5-4 are referenced on plans. 76. Please note where details 10,11 & 12/S5-5 are referenced on plans. 77. Note where details 1 through 6 and 8 through 12/S5-7 are referenced on plans. 78. Please note where details 1, 2 & 4 through 12/S5-8 are referenced on plans. 79. Specify the complete size of the TS4x as noted on Sheet S3-3.2, by gridline d. 80. The next few items are related to the SMF's as shown on plans. 81. Specify no shear studs in beam hinge zone (i.e. between column face & d/2 beyond the theoretical hinge point). FEMA 350, Section 3.3.1.6. 82. Show base metal & weld metal toughness complies with FEMA 350, Secfions 3.3.2.2 & 3.3.2.5, respectively. 83. Show how the confinuity plates and panel zone requirements in FEMA 350, Section 3.3.3 are safisfied. CARLSBAD PC07-0060 SEPT. 18, 2007 84. Please add the following note to item # 8 on sheet SI.5: "Welders shall have current certification & be qualified for the work they will be doing per AWS, Ch. # 5, Part C. Technicians who perform MT & UT test shall be ASNT certified." 85. On sheet SI.4, please provide a note similar to the following for frame welding sequence to minimize creafing secondary tensile stresses due to welding shrinkage: "Start welding at the most central beam and progress towards the exterior columns. One end of each beam shall be allowed to cool before the other end is welded. Bolted web connections shall be tensioned at least 24 hours after the welding of flanges. Shear tabs shall be welded (if required) after tab bolts are tensioned". 86. Please specify Welding Procedure Specifications (WPS) will be submitted to the engineer of record for review and approval prior to fabrication. 87. Please provide notes on plans regarding removing the backer bars, runoff tabs, notch toughness of parent metal, interpass temperatures, etc. 88. Note all welding to be confinuously inspected by AWS, QC-1 certified welding inspector employed by the owner. Technicians who perform MT & UT test shall have ASNT certification. 89. Specify minimum 20 ft. pounds CVN (notch toughness) is required for filler metal at 0 degrees of F. 90. Please note on plans all welding complies with AWS D1.1-96. The following Secfions shall be given special attention: • Section 5.3 for qualified welder. • Section 4.2 for preheat and interpass temperatures. • Section 4, Parts B, C and D for ARC welding techniques. • Section 6 and Section 8, Part D for inspection. 91. Additional corrections may be necessary once complete plans and calculations with schematics are presented for review. 92. Please see attached for P/M/E items. 93. 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, calculafion page, etc. 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 Ali Sadre at Esgil Corporafion. Thank you. CARLSBAD PC07-0060 SEPT. 18, 2007 • ELECTRICAL and ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen • ELECTRICAL (2002 NATIONAL ELECTRICAL CODE) 94. Update the arc-fault Note to include the new Code requirements (All 15 & 20 ampere branch circuits providing power to bedroom areas shall be arc-fault protected). • ENERGY CONSERVATION 95. Include the insulated ceiling and air fight specification onto the light fixture schedule for the appropriate recessed can lights. 96. The plumbing plans show all gas fired water heaters are 75 gallon units. The energy designs show all 50 gallon gas water heaters. One water heater per each ofthe nine dwelling units. Please correct. 97. Two 50 gallon gas water heaters used in the Plan 4 duplex energy design. But the plans show an electric water heater and a 75 gallon gas water heater. Please correct. 98. The plans show a split system heat pump to heat the Rental unit in the Plan 4 duplex. The energy design show gas fired heater. Please correct. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek 99. The flnal set of drawings will be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. 100. Cleariy show the make and model of each of the proposed prefab fireplaces. Provide the cut-sheets and installation instmctions for each of the proposed fireplaces. Provide data for the proposed gas demands, flue systems (B-Vent?) and clearances. 101. The plans do not show gas and/or electric hook-ups for the stacked washer/dryer unit in the Rental Unit in Plan 4. Please correct to show the required power to run the proposed stacked washer/dryer unit. CARLSBAD PC07-0060 SEPT. 18, 2007 102. Cleariy show the headroom under plumbing, electrical, and mechanical run below the ceiling in the S-3 garages. Minimum 7 foot 0 inches headroom. PLUMBING (2000 UNIFORM PLUMBING CODE) 103. Please show the sizes of the public water meters. 104. Please show the private water line sizes and types for materials from the public water meters to the connecfions at each dwelling unit. 105. Please provide the private site sewer drawings for the building sewer lines from each building drain line to the public sewer system. On the North and East sides of the lot. Cleariy show the piping materials, sizes and slopes and spacing of the cleanouts and/or manholes. 106. Please show the upstream sewer manhole rim elevation compared to the plumbing fixture flood rim elevations. As per UPC, Section 710.1, provide backwater valves on all building drains which serve plumbing fixtures with' flood rim elevations below the upstream manhole rim elevations. Only fixtures with flood rim levels below the upstream manhole rim elevafion may flow through a backwater valve. 107. Please complete and correct the water line sizing on sheet P-0.1. a) Show the water demand at each water meter. b) Show the size of each water meter and the pressure losses at each water meter as per UPC, Chart A-1. c) The only 150 feet of developed pipe length, from the water meter to the most distant water fixture, used in the water line sizing calculations is must too small for the 'Most Restricted Plan' water system. Please correct the allowable fricfion loss calculafions. d) A complete review of the water line plan and calculations will be done when complete corrected water line sizing is provided. 108. Plumbing floor plans are incomplete. The pipe sizes and all the plumbing fixtures are not cleariy shown of the plumbing floor plans. Please correct. 109. Provide corrected gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0. 110. Check the gas demands for the proposed gas fired fireplaces with B-vent flue systems. 25,000 Btu/hour may be too low. 111. The gas line plans for the Plan 4 does not show the gas for the Rental unit. Please correct. 112. Please show the gas line materials to be used for the gas lines outside the building between the gas meters to inside the building. CARLSBAD PC07-0060 SEPT. 18, 2007 113. Show the shower control valve and shower head locations comply with UPC, Section 412.11. 114. Provide the required minimum sizing calculations for the water heaters for dwelling units as per UPC, Table 5-1 and UPC, Section 501.0. 115. Detail how combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code, Secfion 507.0. 116. Detail the water heater flue (vent) terminations as per UPC, Section 517.0. Minimum 8 feet from a vertical wall or similar obstruction (parapet wall, screen wall building wall): or extend vent termination to above the top ofthe wall. 117. Detail the water heater flue (vent) offsets, length, pitch and clearances as per UPC, Section 516.0. 118. Show P & T valve on water heater and detail drain iine route from P & T valve to the exterior. UPC Section 608.5. 119. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC, Section 510.5. 120. Show the water heater in room opening into the garage is 18 inches above the floor. UPC Section 510.1. 121. Show 1/4 inch per 12 inch slope on drain and waste lines. UPC Section 708.0. 122. Show main roof drainage sizing and overflow roof drainage sizing as per UBC, Secfion 1506, and UPC, Chapter 11 and UPC, Appendix 'D'. MECHANICAL (2000 UNIFORM MECHANICAL CODE) 123. Return air shall not be obtained from the following locations: UMC Section 906.6. a) A closet, bathroom, toilet room, or kitchen. b) A dwelling unit other than the room in which the air originates. 124. Detail disposal sites of main condensate drainage from air conditioning units. UMC Section 310.1 & UPC 807.2. 125. Where exhaust fans from separate dwelling units are connected to a common exhaust duct system, cleariy detail how noise from one dwelling unit is kept out ofthe other dwelling unit. 126. Provide the required independent venfilafion for the elevator equipment room to prevent the overheating of the electrical equipment. UBC Section 3005.1. CARLSBAD PC07-0060 SEPT. 18, 2007 127. Provide exhaust venfilation in the S-3 parking garage capable of exhausfing a minimum of 1.5 CFM per square foot of gross floor area. UBC Secfion 1202.2.7. Provide detail and calculations for the common garage area exhaust systems. 128. Provide the dryer duct routing design to the outside. The maximum length is 14 feet with two 90-degree elbows. UMC Secfion 504.3.2. 129. Provide a minimum of 100 square inches of venfilafion opening into compartment containing a clothes dryer. UMC Section 504.3.2. 130. Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 31-B. 131. Note on the plans that approved spark arrestors shall be installed on all chimneys. UBC Section 3102.3.8. 132. Detail how combusfion air is routed to the HVAC units. 133. Detail the flue (vent) terminafions as per UMC Secfion 806.6. 134. Detail the flue (vent) offsets, length, pitch and clearances as per UMC Secfion 805. 135. Detail exhaust venfilafion system compliance with UMC Chapters 5 & 6. a) Detail the exhaust oufiet clearances as per UMC, Sections 504.5 (Environmental) & 506.9 (Product conveying). b) Cleariy show the exhaust duct material and gage used for each duct size. See UMC Table 6-7. c) Detail duct support as per UMC Secfions 506.5 & 610.5. d) Detail protection from physical damage as per UMC Sections 506.8 & 610.8. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. CARLSBAD PC07-0060 SEPT. 18, 2007 iVALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLANCHECKNO.: PC07-0060 PREPARED BY: Ali Sadre DATE: SEPT. 18, 2007 BUILDING ADDRESS: 234-262 DATE AVENUE BUILDING OCCUPANCY: R3/S3 TYPE OF CONSTRUCTION: VN/I-Fr./SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) LIVING 29396 107.07 3,147,450 PATIO/DECK 7617 12.80 97,500 PARKING 22665 57.02 1,202,358 Air Condifioning 29396 4.07 119,642 Fire Sprinklers 59678 3.03 180,824 TOTAL VALUE 4,837,774 Jurisdiction Code CB By Ordinance 1994 UBC Building Pemiit Fee 1994 UBC Plan Check Fee Type of Review: D Repetitive Fee Repeats • Complete Review • Other Q Houriy • Structural Only Hour Esgil Plan Review Fee $10,799.19 $7,019.47 $6,047.55 Comments: Sheet 1 of 1 macvalue.doc City of Carlsbad Public Works Engineering BUILDING PLANCHECK CHECKLIST^ ^/'^y ^ PLANCHECKNO.: CB!^^ BUILDING ADDRESS: {TTOC-d^ X(LP^ CW PROJECT DESCRIPTION: S^b'S Cch^Myi^ ^hU~ \ DATE: ASSESSOR'S PARCEL NUMBER: ^^(p - C>iO - ~2,S^ EST VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or spedfications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this, office to insure continued conformance with applicable codes. Please review carefiilly all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. • A Right-of-Way permit is required prior to constmction of the following improvements: Please marked or sped codes atild standards specifications to applicable sheets ve DENIAL ched report of deficiencies necessary conrections to plans compliance with applicable Subpit-eenected plans and/or ice for/review. Only the been sent. Date: /d/j/^^V yf^^ Date: ^f^/^ ^ Date: ^/f/^S By: .£N(ilNEERING AUl FOR OFFICIAL USE ONLY AUTHORIZATION TO ISSUE BUILOING PERMIT:^ / Date: ATTACHMENTS • Dedication Application D Dedication Ched<list D Improvement Application • Improvement Checklist • Neighborhood Improvement Agreement • Grading Permit Application • Grading Submittal Checklist • Right-of-Way Permit Application • Right-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad. CA 92008 Phone: (760) 602-2741 NOTE: if there are retaining wails associated with your project, please check with the Building Department if these walls need to be pulled by separate RETAINING WALL PERMIT A-4 F:\FARMeR<|A©a»spHiflg|(«j«y«j«^^ 9200|8-7314 • (760) 602-2720 • FAX (760) 608v«S«2 ^ BUILDING PLANCHECK CHECKUST • • ITE PLAN Provide a fully dimensioned site plan drawn to scale. Show:/^^^^*^^^^^ A. B. C. D. E. North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines (show all dimensions) Easements F. G. H. Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation servij • • 2. Show on site plan: B. C. D. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. 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, type, 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. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description 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. EXISTING PERMIT NUMBER DESCRIPTION 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. FAFarmertKalhy\MASTERS\Building Plancheck Cklsl Fotm (Qenericj.doc BUILDING PLANCHECK CHECKLIST 2'"' 3''" OiSCRETlONARY APPROVAL COMPLIANCE D n D 4a. Project does not comply with the following Engineering Condifions of approval for Project No. D n D 4b. All condifions are in compliance. Date; DEDICATION REQUIREMENTS ^^9^^ /^UficL ^ ^ ^^''/J^ 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm Q drain or ufility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 . pursuant to Carisbad Municipal Code Section 18.40.030. Dedication required as follows: edication required. Please have a registered Civil Engineer or Land Surveyor repare the appropriate legal descripfion together with an 8 V^" x 11" plat map and submit with a title report. All easement documents must be approved and signed AP^ by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. 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 $ 82,000 . pursuant to Carisbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:\Fanner\KA'mY\MASTERS\BulUlng Plandwck CkW Fomi (Gnwitc).<l« BUILDING PLANCHECK CHECKLIST ^ST • 2ND • iRD • • • • checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement pians must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 6b. Construction of the public improvements may be deferred pursuant to Carisbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 430.00 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. • • • • • • Future public improvements required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please retum agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to buildina site must be repaired to the satisfaction of the Citv Inspector prior to occupancv. • • • GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 ofthe Municipal Code. 7a. Inadequate information available on Site Plan to make a detemiination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export and remedial). This information must be included on the plans. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Gradinq Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:\FARMER\KATHY\MASTERS\BgiWlno Plancheck Cklsl Form (Genertcj.doc ^ST 3RD • • • • • • • • • BUILDING PLANCHECK CHECKLIST 7d. No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A 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 constmction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: • • • 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carisbad sewer service area, you need to contact the Carisbad Municipal Water District, located at 5950 El Camino Real, Carisbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: NPDES PERMIT • • • • • • • • • • 10a. Storm Water Requirements Applicability Checklist Completed. 10b. Priority Determination and compliance: • Priority Project • Subject to Standard Permanent Stomi Water BMP's • Exempt 11 equired fees are attached • No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" sen/ice with 5/8" service. F:\Farnwr\KATHY\MASTERS\BulMlng Plandieck Cklsl Form (Sen«ic).doc BUILDiNG PLANCHECK CHECKLIST I ST ,ND • • • • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand caicuiations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation caicuiations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1-1-00 Install 2" service and 2. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation caicuiations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water F:\Farmer\Kalhy\MASTERS\Buikling Plancheck Ckl«t Fomi (Qeneflc).doc " . .| ST 2"^° 3"° BUILDING PLANCHECK CHECKLIST sen/ice boundary, the City intends on switching services/meters to a new recycled water line in the future. these irrigation • D n 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 13. Additional Comments: £1 l/JjihjL t^tJl^ J^L^Z^^ 6 F.\Farmer\Kalhy\MASTERS\Bujidtng Plancheck Cklst Form (Qeneric).doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET • • Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: Bldg. Permit No. Prepared by: A_J^ Date: Checked by: Date: EDU CALCULATldl^r List types and square footages for all uses. ^ SF Types of Use: J C^i-^^ ''^-^Units: Sq. Ft./Units: Types of Use: ADT CALCULATIOIMS: List types and square footages for all uses. Types of Use: Co-r^-eL^—^ Sq. Ft./Units: Types of Use: Sq. Ft./Units: ADT's: ^ ADT WITHIN CFD: • YES (no bridge & thoroughfare fee in District #1, r»Hiiced Traffic Impact Fee, • NO • 1. PARK-IN-LIEU FEE FEE/UNIT: PARK AREA & #: • 2. TRAFFIC liyiPACT FEE-.^ J / NO. biinj^k^ ADT's/UNITS: FEE/AfT:^h^^^'^^=f • 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 ADT's/UNITS: X FEE/ADT: DIST. #2 • 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: • 5. SEWER FEE EDU's: BENEFIT AREA: ' EDU's: • 6. SEWER LATERAL ($2,500) • 7. DRAINAGE FEES PLDA : ACRES: • 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE ZONE:. X FEE/SQ.FT./UNIT: = $ FEE/EDU FEE/EDU: = $ HIGH /LOW FEE/AC: METER FEE SDCWA FEE IRRIGATION 1 of 2 Word\Oocs\Mlsfonns\Fu CalculaUon Wofkshml Omi 7/4 4/nn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PLANNING COMMISSION RESOLUTION NQ. 5974 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING CARLSBAD TRACT CT 05-01 TO DEMOLISH TWO (2) DWELLING UNITS AND CONSTRUCT EIGHT (8) SINGLE- "FANlILY AND^ TWO-FAMILY RESIDENTIAL AlR-SPACE- CONDOMINIUMS, AND ONE SECOND-DWELLING UNIT ON I 5 ^ .98 ACRE SITE GENERALLY LOCATED NORTH OF DTTnB- AVENUE AND THE EAST OF OARtlELU SrREEl, IN— Z C c\J^ MELLO n SEGMENT OF THE LOCAL COASTAL PROGRAM AND LOCAL FACILITIES MANAGEMENT ZONE I. CASE NAME: 234/236 DATE AVENUE CASENO.: CT 05-01 WHEREAS, Crescent Del Sol Estates, "Developer/Owner," has filed a verified application with the City of Carlsbad regarding property described as Lot 1 in block "T" of Palisades No. 2, in the City of Carlsbad, County of San Diego, State of California, According to map thereof No. 1803, filed in the office of the County Recorder of San Diego County, August 25,1924 ("the Property"); and WHEREAS, said verified application constitutes a request for a Tentative Tract Map as shown on Exhibits "A" - "SS" dated October 19, 2005, on file in the Planning Department 234/236 DATE AVENUE - CT 05-01, as provided by Chapter 20.12 of the Carlsbad Municipal Code; and r - WHEREAS, the Pianning Commission did, on the 19th day of October 2005, hold a duly noticed public hearing as prescribed by law to consider said request; and WHEREAS, at said public hearing, upon hearing and considering all testimony and arguments, if any, of persons desiring to be heard, said Coinmission considered all factors relating to the Tentative Tract Map. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning Commission of the City of Carlsbad as follows: A) That the foregoing recitations are true and correct. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24- 25 26 27 28 B) That based on the evidence presented at the public hearing, the Commission APPROVES 234/236 DATE AVENUE - CT 05-01, based on the following findings and subject to the following conditions: Findings; 1. That the proposed map and the proposed design and improvement of the subdivision as conditioned, is consistent with and satisfies all requirements of the General Plan, any applicable specific plans, Titles 20 and 21 of the Carlsbad Municipal Code, and the State Subdivision Map Act, and will not cause serious public health problems, in that the project is consistent with all the requirements of the General Plan, and Titles 20 and 21 governing subdivisions and the design of planned unit developments. 2. That the proposed project is compatible with the surrounding future land uses since surrounding properties are designated for residential development on the General Plan, in that the proposed project consists of 8 residential single-family and two-family air space condominiums at densities similar and compatible with the surrounding residential land uses. 3. That the site is physically suitable for the type and density of the development since the site is adequate in size and shape to accommodate residential development at the density proposed, in that all required development standards and design criteria required by the applicable zoning ordinances are incorporated into the project without the need for variances from development standards. 4. That the design of the subdivision or the type of improvements will not conflict with easements of record or easements established by court judgment, or acqiured by the public at large, for access through or use of property within the proposed subdivision, in that the project has been designed and conditioned such diat there are no conflicts with established easements. 5. That the property is not subject to a contract entered into pursuant to the Land Conservation Act of 1965 (Williamson Act). 6. That the design of the subdivision provides, to the extent feasible, for future passive or natural heating or cooling opportunities in the subdivision, in that structures are oriented in a manner that allows for solar exposure and will receive prevailing breezes. 7. That the Planning Commission has considered, in connection with the housing proposed by this subdivision, the housing needs of the region, and balanced those housing needs against the public service needs of the City and available fiscal and environmental resources. 8. That the design of the subdivision and improvements are not likely to cause substantial environmental damage nor substantially and avoidably injure fish or wildlife or their habitat, in that the project site does not contain any sensitive plant habitats or animal species. PC RESO NO. 5974 -2- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 9. That the discharge of waste firom the subdivision will not result in violation of existmg Califomia Regional Water Quality Control Board requirements, m that the project has been designed in accordance with the Best Management Practices for water quality protection in accordance with the City's sewer and drainage standards and the project is conditioned to comply with the National Pollutant Discharge Elimination System (NPDES) requirements. 10. The project is consistent with the City-Wide Facilities and Improvements Plan, the Local Facilities Management Plan for Zone 1 and all City public facility policies and ordinances. The project includes elements or has been conditioned to construct or provide funding to ensure that all facilities and improvements regarding: sewer collection and treatment; water; drainage; circulation; fire; schools; parks and other recreational facilities; libraries; govemment administrative facilities; and open space, related to the project will be installed to serve new development prior to or concurrent with need. Specifically, a. The project has been conditioned to provide proof fi-om the Carlsbad Unified School District that the project has satisfied its obligation for school facilities. . b. Park-in-lieu fees are required by Carlsbad Municipal Code Chapter 20.44, and will be collected prior to issuance of building permit. c. The Public Facility fee is reqviired to be paid by Council Policy No. 17 and will be collected prior to the issuance of building permit. 12. The project has been conditioned to pay any increase in public facility fee, or new construction tax, or development fees, and has agreed to abide by any additional requirements established by a Local Facilities Management Plan prepared pursuant to Chapter 21.90 of the Carlsbad Municipal Code. This will ensure continued availability of public facilities and will mitigate any cumulative impacts created by the project. 13. This project has been conditioned to comply with any requirement approved as part of the Local Facilities Management Plan for Zone 1. 14. The Planning Commission fmds that the project, as conditioned herein, is in conformance with the Elements of the City's General Plan based on the facts set forth in the staff report dated October 19,2005 including, but not limited to the following: a. Land Use - The project is consistent with the City's General Plan since the proposed density of 9.18 du/ac is within the density range of 8 - 15 du/ac specified for the site as indicated in the Land Use Element of the General Plan. The project's proposed density of 9 du is sUghtly below the Growth Management Control Point density (11. du) used for the purpose of calculating the City's compliance with Government Code Section 65584. However, consistent with Program 3.8 of the City's certified Housing Element, all of the dwelling units which were anticipated toward achieving the City's share of the regional housing need that are not utilized by developers in approved projects are deposited in the City's Excess Dwelling PC RESO NO. 5974 -3- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Unit Bank. These excess dweUing units are available for allocation to other projects. Accordingly, there is no net loss of residential unit capacity and there are adequate properties identified in the Housing Element allowing residential development with a unit capacity, including second dwelling units, adequate to satisfy the City's share of the regional housing need. b. Circulation - The project will take access off of Date Avenue and will be required to enter into a Neighborhood Improvement Agreement (NIA), because Date Avenue is designated as an Alternative Design Street. On-site circulation consists of private a driveway which provides access to a subterranean parking garage designed in accordance with City standards. c. Noise - The project is not located adjacent to any noise source and will have > no noise impacts. d. Housing — The project is consistent with the Housing Element of the General Plan and the Inclusionary Housing Ordinance as the applicant is proposing to enter into an Affordable Housing Agreement to provide one affordable second dwelling unit, subject to City Council approval. 15. That all necessary public facilities required by the Growth Management Ordinance will be constructed or are guaranteed to be constructed concurrentiy witii the need for them created by this project and in compliance with adopted City standards. 16. That the Planning Director has determined that the project belongs to a class of projects that the State Secretary for Resources has found do not have a significant impact on the environment, and it is therefore categorically exempt from the requirement for the preparation of environmental documents pursuant to Section 15332 (In-Fill Development Projects) of the state CEQA Guidelines. The project is consistent with the General Plan as well as with the Zoning Ordinance, the project site is within the City limits, is less than 5 acres in size, and is surrounded by urban uses; there is no evidence that the site has any value as habitat for endangered, rare, or threatened species; approval of the project will not result in significant effects relating to traffic, noise, air quality, or water quality; and the site can be adequately served by all required utilities and public services. In making this determination, the Planning Director has fovmd that the exceptions listed in Section 15300.2 of the state CEQA Guidelines do not apply to this project. 17. The Plarming Commission has reviewed each of the exactions imposed on the Developer contained in this resolution, and hereby finds, in this case, that the exactions are imposed to mitigate impacts caused by or reasonably related to the project, and the extent and the degree ofthe exaction is in rough proportionality to the impact caused by the project. Conditions; Note: Unless otherwise specified herein, all conditions shall be satisfied prior to final map recordation or issuance of grading permit, whichever occurs first. PC RESO NO. 5974 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 If any of the following conditions fail to occur; or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so hnplemented and maintained according to theh terms, the City shall have the right to revoke or modify all approvals herein granted; deny or further condition issuance of all future building pennits; deny, revoke or further condition all certificates of occupancy issued under the authority of approvals herein granted; record a notice of violation on the property title; institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. No vested rights are gained by Developer or a successor in interest by the City's approval of this Tentative Tract Map. Staff is authorized and directed to make, or require the Developer to make, all corrections and modifications to the Tentative Tract Map documents, as necessary to make them intemally consistent and in conformity with the fmal action on the project. Development shall occur substantially as shown on the approved Exhibits. Any proposed development different from this approval, shall require an amendment to this approval. Developer shall comply with all applicable provisions of federal, state, and local laws and regulations hi effect at the time of building permit issuance. Ifany condition for construction of any pubUc improvements or facilities, or the payment ofany fees in-lieu thereof, imposed by this approval or imposed by law on this Project are challenged, this approval shall be suspended as provided in Govemment Code Section 66020. If any such condition is detemiined to be mvalid this approval shall be invalid unless the City Council determines that the project witiiout the condition complies with all requirements of law. Developer/Operator shall and does hereby agree to indemnify, protect, defend and hold harmless the City of Carlsbad, its Council members, officers, employees, agents, and representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, including court costs and attomey's fees incurred by the City arising, directly or indirectly, from (a) City's approval and issuance of this Tentative Tract Map, (b) City's approval or issuance of any permit or action, whether discretionary or non- discretioneuy, in connection with the use contemplated herein, and (c) Developer/Operator's installation and operation of the facility permitted hereby, includmg without hmitation, any and all habilities arising from the emission by the facility of electiomagnetic fields or other energy waves or emissions. This obligation survives until all legal proceedings have been concluded and continues even if the City's approval is not validated. Developer shall submit to the Planning Director a reproducible 24" x 36" mylar copy of the Tentative Map reflecting the conditions approved by the final decision making body. Prior to the issuance of a building permit, the Developer shall provide proof to the Director from the Carlsbad Unified School District that this project has satisfied its obligation to provide school facilities. PC RESO NO. 5974 -5- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 9. 10. 11. 12. 13. 14. This project shall comply with all conditions and mitigation measures which are required as part of the Zone 1 Local Facilities Management Plan and any amendments made to that Plan prior to the issuance of building permits. Building pemiits will not be issued for this project unless the local agency providing water and sewer services to the project provides written certification to the City that adequate water service and sewer facilities, respectively, are available to the project at the time of the application for the building permit, and that water and sewer capacity and facilities will continue to be available until the time of occupancy. A note to this effect shall be placed on the Final Map. Prior to the issuance of the Final Map, Developer shall submit to the City a Notice of Restriction to be filed in the office of the County Recorder, subject to the satisfaction of the Planning Director, notifying all interested parties and successors in interest that the City of Carlsbad has issued a Tentative Tract Map, Condominium Permit, and Coastal Development Permit by Resolutions No. 5974, 5975 and 5976 on the property. Said Notice of Restriction shall note the property description, location of the file containing complete project details and all conditions of approval as well as any conditions or restrictions specified for inclusion m the Notice of Restriction. The Planning Director has the authority to execute and record an amendment to tiie notice which modifies or terminates said notice upon a shov^dng of good cause by the Developer or successor in interest. This approval is granted subject to the approval of CP 05-09 and CDP 05-06 and is subject to all conditions contained in Planning Commission Resolutions No. 5975 and 5976 for those other approvals incorporated herein by reference. Prior to the approval of the final map for any phase of this project, or where a map is not being processed, prior to the issuance of building permits for any lots or units, the Developer shall enter into an Affordable Housmg Agreement with the City to provide and deed restiict 1 second dweiling unit (Home Plan 4A) as affordable to lower-income households for 55 years, in accordance with the requirements and process set forth in Chapter 21.85 of the Carlsbad Mimicipal Code. The draft Affordable Housing Agreement shall be submitted to the Planning Director no later thai 60 days prior to the request to final the map. The City Council shall approve tbe use ofa Second Dwelling Unit to satisfy Section 21.85.070 of the Carlsbad Municipal Code. The recorded Affordable Housing Agreement shall be binding on all future owners and successors ui interest. Developer shall submit and obtain Planning Director approval of a Final Landscape and Irrigation Plan showing conformance with the approved Preliminary Landscape Plan and the City's Landscape Manual. Developer shall construct and install all landscaping as shown on the approved Final Plans, and maintain all landscaping in a healthy and thriving condition, free from weeds, trash, and debris. Developer shall establish a homeowner's association and corresponding covenants; conditions and restrictions. Said CC&Rs shall be submitted to and approved by the Planning Director prior to final map approval. Prior to issuance of a building permit the PC RESO NO. 5974 -6- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Developer shall provide the Planning Department with a recorded copy of the official CC&Rs that have been approved by the Department of Real Estate and the Planning Durector. At a minimum, the CC&Rs shall contain the following provisions: a. General Enforcement bv the Citv. The City shall have the right, but not the obligation, to enforce those Protective Covenants set forth hi this Declaration in favor of, or in which the City has an interest. b. Notice and Amendment. A copy of any proposed amendment shall be provided to the City in advance. If the proposed amendment affects the City, City shall have the right to disapprove. A copy of the final approved amendment shall be tiansmitted to City within 30 days for the official record. c. Failure of Association to Maintain Common Area Lots and Easements. In the event that the Association fails to maintain the "Common Area Lots and/or tiie Association's Easements" as provided in Article , Section the City shall have the right, but not the duty, to perform the necessary mamtenance. If the City elects to perform such maintenance, tiie City shall give written notice to tiie Association, with a copy thereof to the Owners m the Project, setting forth with particularity the maintenance which the City finds to be required and requestmg the same be carried out by the Association within a period of tiiirty (30) days from the giving of such notice. In the event that the Association fails to cany out such maintenance of the Common Area Lots and/or Association's Easements within the period specified by the City's notice, the City shall be entitied to cause such work to be completed and shall be entitied to reimbursement with respect thereto from the Owners as provided herein. d. Special Assessments Levied bv the Citv. In the event the City has performed the necessary maintenance to either Common Area Lots and/or Association's Easements, file City shall submit a written invoice to the Association for all costs incmred by the City to perform such maintenance of the Common Area Lots and or Association's Easements. The City shall provide a copy of such invoice to each Owner in the Project, together with a statement that if the Association fails to pay such invoice in full within the time specified, the City will pursue collection against the Owners in the Project pursuant to the provisions of this Section. Said invoice shall be due and payable by the Association vdthin twenty (20) days of receipt by the Association. If the Association shall fail to pay such invoice in full within the period specified, payment shall be deemed delinquent and shall be subject to a late charge in an amount equal to six percent (6%) of tiie amount of the invoice. Thereafter the City may pursue collection from the Association by means of any remedies available at law or in equity. Without limiting the generality of tiie foregoing, in addition to all other rights and remedies available to the City, the City may levy a special assessment against the Owners of each Lot in the Project for an equal prorata share of the invoice, plus the late charge. Such special assessment shall constitute a charge on the land and shall be a continuing lien upon each Lot against which the special assessment is levied. Each Owner in the Project hereby vests the City with the right and power to levy such special assessment, to impose a lien upon their respective Lot and to bring all legal actions and/or to pursue lien foreclosure procedures against any Owner and PC RESO NO. 5974 -7- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 his/her respective Lot for purposes of collecting such special assessment in accordance with the procedures set forth in. Article of this Declaration. e. Landscape Maintenance Responsibilities. The HOAs and individual lot or unit owner landscape maintenance responsibilities shall be as set forth in Exhibit . f. Balconies, tiellis and decks. The individual lot or unit owner allowances and prohibitions regarding balconies, tieJlis and decks shall be as set forth m Exhibit & The CC&R's will include maintenance responsibility to ensure that the pump systems and backup generators will have routine inspection and testing as recommended by the manufacture. 15. This project is being approved as a condominium permit for residential homeownership purposes. If any of the units in the project are rented, the minimum time increment for such rental shall be not less than 26 days. The CC&Rs for the project shall include this requirement. 16. Prior to issuance of building permits, the Developer shall submit to the Planning Dfrector a recorded copy of the Condominium Plan filed with the Department of Real Estate which is in conformance with the City approved documents and exhibits. 17. Developer shall pay fhe citywide Public Facilities Fee hnposed by City Council Policy #17, the License Tax on new construction imposed by Carlsbad Municipal Code Section 5.09.030, and CFD #1 special tax (if applicable), subject to any credits authorized by Carlsbad Municipal Code Section 5.09.040. Developer shall also pay any applicable Local Facilities Management Plan fee for Zone 1, pursuant to Chapter 21.90. All .such taxes/fees shall be paid at issuance of building permit. If the taxes/fees are not paid, this approval will not be consistent with the General Plan and shall become void. 18. Prior to occupancy of the first dwelling imit the Developer shall provide all required passive and active recreational areas per the approved plans, including landscaping and recreational facilities. 19. Developer shall display a current Zoning and Land Use Map, or an altemative, suitable to the Planning Director, in the sales office at all times. All sales maps that are distributed or made available to the public shall include but not be limited to tiails, future and existing schools, parks and stteets. 20. Developer shall post a sign in the sales office in a prominent location that discloses which special districts and school distiict provide service to the project. Said sign shall remain posted until ALL of the units are sold. 21. Prior to the recordation of the first final tract map or the issuance of building permits, whichever occurs first, the Developer shall prepare and record a Notice that this property is subject to overflight, sight and sound of aircraft operating from McClellan-Palomar PC RESO NO. 5974 -8- 1 2 3 4 5 6 7 ^ 9 10 11 12 13 14 15 16 17 18 19 20 21 22^ 23 24 25 26 27 28 22. Airport, in a form meeting the approval of the Planning Durector and the City Attomey (see Noise Form #2 on file in the Planning Department). Developer shall submit and obtain Planning Director approval of an exterior lighting plan including parking areas. All lighting shall be designed to reflect downward and avoid any impacts on adjacent homes or property. Engineering; General Prior to hauling dirt or constmction materials to or from any proposed constraction site within this project, Developer shall apply for and obtain approval from, the City Engineer for the proposed haul route. Mor to issuance of any building pennit. Developer shall comply with the requirements of the City's anti-graffiti program for wall tieatinents if and when such a program is formally established by the City. Developer shall provide to the City Engineer, an acceptable means, CC&Rs or/and other recorded document, for maintaining the private easements vdthin the subdivision and all the private improvements: streets, sidewalks, stieet Ughts, and storm drain facilities located therein and to distribute the costs of such maintenance in an equitable manner among the owners of the properties within the subdivision. Prior to occupancy. Developer shall install rain gutters to convey roof drainage to an approved drainage course or stteet to the satisfaction of the City Engineer. There shall be one Final Map recorded for this project. Fees/Agreements Developer shall cause property owner to execute and submit to the City Engineer for recordation, the City's standard form Geologic Failure Hold Harmless Agreement. Developer shall cause property owner to execute and submit to-the City Engineer for recordation the City's standard form Drainage Hold Harmless Agreement regarding drainage across the adjacent property. 30,^--'''T5eveloper shall cause property owner to execute, record and submit a recorded, copy to the City Engineer, a deed restriction on the property which relates to the proposed cross lot drainage as shown on the tentative map. The deed restriction document shall be in a form acceptable to the City Engineer and shall: A. Clearly delineate the limits of the drainage course; B. State that the drainage course is to be maintained in perpetuity by the underlying property owner; and PC RESO NO. 5974 -9- 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 28 C. State that all future use of the property along the drainage course will not restrict, impede, divert or otherwise alter drainage flows in a manner that will result in damage to the underlying and adjacent properties or the creation of a public nuisance. Developer shall cause property owner to enter into a Neighborhood Improvement Agreement with the City for the future public improvement of Date Avenue along the subdivision frontage for a half stieet width of twenty eight (28) feet. Public improvements shall include but are not lunited to paving, base, sidewalks, curbs and gutters, grading, clearing and grabbing, imdergroimding or relocation of utilities, sewer, water, fire hydrants, stieet lights, retaining walls and reclaimed water. ^^^J^. i*rior to approval of any grading or building permits for this project, Developer shall cause Owner to give written consent to the City Engineer to the annexation of the area shown within the boundaries ofthe subdivision into tile existing City of Carlsbad Stieet Lighting and Landscaping District No. 1, and/or to the formation or annexation into an additional Street Lighting and Landscaping District. Said written consent shall be on a form provided by the City Engineer. Grading "Based upon a review of the proposed grading and the grading quantities shown on the tentative map, a grading permit for this project is required. Developer shall apply for and obtain a grading pemiit from the City Engmeer prior to issuance of a building pemiit foi* the project. Prior to issuance of a grading permit. Developer shall submit to the City Engineer, for review and approval, a specific grading procedure for the subterranean garage. The procedure shall have concurrence of the project's Certified Engineering Geologist. Monitoring of ground movement of adjacent structures shall be incorporated in the procedure. Jrior to the issuance of a grading permit or building permit, whichever occurs first, Developer shall submit to the City Engineer proof that a Notice of Intention for the start of work has been submitted to the State Water Resources Contiol Board. Upon completion of grading. Developer shall file an "as-graded" geologic plan vdth the City Engineer. The plan shall clearly show all the geology as exposed by the grading operation, all geologic corrective measures as actually constracted and must be based on a contour map which represents both the pre and post site grading. The plan shall be signed by both the soils engineer and the engineering geologist, and shall be submitted on a 24" X 36" mylar or similar drafting film format suitable for a permanent record. PC RESO NO. 5974 •10- 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Dedications/Improvements Additional drainage easements may be required. Developer shall dedicate and provide or mstall drainage stractures, as may be required by the City Engineer, prior to or concurrent with any grading or building permit. t)eveloper shall provide the design of all drainage systems to the satisfaction of the City Engmeer. All drainage systems shall be inspected by the City. Developer shall pay the standard improvement plancheck and mspection fees. Developer shall execute a City standard Subdivision Improvement Agreement to install and secure with appropriate security as provided by law, public hnprovements shown on the tentative map and the following improvements including, but not limited to paving, base, sidewalks, curbs and gutters, medians, signing and striping, tiaffic contiol, grading, clearing and grabbing, imdergrounding or relocation of utilities, sewer, water, fire hydrants, street lights, retaining walls and reclaimed water, to City Standards to the satisfaction of the City Engineer. Storm drain in Date Avenue as shown on the Tentative Map A list of the above shall be placed on an additional map sheet on the Fmal Map per the provisions of Sections 66434.2 of the Subdivision Map Act. Improvements listed above shall be constracted within 18 months of approval of the subdivision or development improvement agreement or such other time as provided in said agreement. Date Avenue shall be dedicated by Owner along the project frontage based on a center line to right-of-way width of twenty eight (28) feet and in conformance with City of Carlsbad Standards. Developer shall have the entire drainage system designed, submitted to and approved by the City Engineer, to ensure that runoff resulting from 10-year frequency storms of 6 hours and 24 hours duration under developed conditions, are equal to or less than the runoff from a storm of the same frequency and duration under existing developed conditions. Both 6 hour and 24 hour storm durations shall be analyzed to determine the detention basin capacities necessary to accomplish the desired results. Developer shall comply witii the City's requirements of the National Pollutant Discharge Elimmation System (NPDES) permit, latest version. Developer shall provide improvements constracted pursuant to best management practices as referenced in the "Califomia Storm Water Best Management Practices Handbook" to reduce surface pollutants to an acceptable level prior ta discharge to sensitive areas. Plans for such improvements shall be submitted to and subject to the approval of the City Engineer. Said plans shall include but not be limited to notifying prospective owners and tenants of the following: A. All ovraers and tenants' shall coordinate efforts to establish or work with established disposal programs to remove and properly dispose of toxic and hazardous waste products. PC RESO NO. 5974 -II- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20' 21 22 23 24 25 26 27 28 B. Mifl QlieniiQftlQ OF tiyflrooorton ooniDOiindE mcli u polinc, motor oil, antifreeze, solvents, paints, paint thinners, wood preservatives, and other such fluids shall not be discharged into any stieet, public or private, or into storm drain or storm water conveyance systems. Use and disposal of pesticides, fungicides, herbicides, insecticides, fertilizers and other such chemical freatments shall meet Federal, State, County and City requirements as prescribed in their respective containers. C. Best Management Practices shall be used to eliminate or reduce surface pollutants when planning any changes to the landscaping and surface improvements. Prior to the issuance of grading permit or building permit, whichever occurs first, Developer shall submit for City approval a "Storm Water Pollution Prevention Plan (SWPPP)." The SWPPP shall be in compliance with current requfrements and provisions estabhshed by the San Diego Region of the California Regional Water Quality Contiol Board and the City of Carlsbad. The SWPPP shall address measures to reduce to the maxunum extent practicable storm water pollutant runoff during constraction of the project. At a minimum, the SWPPP shall: a. include all content as established by the Califomia Regional Water Quality Contiol Board requirements; b. mclude the receipt of "Notice of Intent" issued by the Califomia Regional Water Quality Contiol Board; c. recommend source contiol and tieatment contiol Best Management Practices (BMPs) that will be implemented with this project to avoid contact or filter said pollutants from storm water to the maximum extent practicable before discharging to City right-of-way or natural drainage course; and d. establish specific procedures for handling spills and routine clean up. Special considerations and effort shall be applied to employee education on the proper procedures for handling clean up and disposal of pollutants. Prior to the issuance of grading permit or building permit, whichever occurs first, Developer shall submit for City approval a "Storm Water Management Plan (SWMP)." The SWMP shall demonstrate compliance with the City of Carlsbad Standard Urban Stormwater Mitigation Plan (SUSMP), Order 2001-01 issued by the San Diego Region of the Califomia Regional Water Quality Contiol Board and City of Carlsbad Municipal Code. The SWMP shall address measures to avoid contact or filter said pollutants from storm water, to the maximum extent practicable, for the post-constraction stage of the project. At a minimum, the SWMP shall: a. identify existing and post-development on-site pollutants-of-concem; b. identify the hydrologic unit this project contributes to and impaired water bodies that could be impacted by this project; c. recommend source contiols and tieatment contiols that will be implemented with this project to avoid contact or filter said pollutants from storm water to the maximum extent practicable before discharging to City right-of-way; d. establish specific procedures for handling spills and routine clean up. Special considerations and effort shall be applied to residents and HOA employees 1 2 3 4 51 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 education on the proper procedures for handling clean up and disposal of pollutants; e. ensure long-term maintenance of all post constract BMPs in perpetuity; and Y identify how post-development runoff rates and velocities from the site will not exceed the pre-development runoff rates and velocities to the maximum extent practicable. Prior to approval of improvement plans or final map. Developer shall meet with the Fire Marshal to determine if fire protection measures (ffre flows, fixe hydrant locations, building sprinklers) are required to serve the project. Fire hydrants shall be considered public improvements and shall be served by public water mains to the satisfaction of the Disfrict Engineer. he Developer shall design and constract public facilities withhi public right-of-way or within minimum 20-feet wide easements granted to the District or the Cify of Carlsbad. At the discretion of the District Engineer, wider easements may be required for adequate maintenance, access and/or joint utility purposes. Prior to issuance of building permits. Developer shall pay all fees, deposits, and charges for connection to public facilities. Developer shall pay the San Diego Countv Water Authoritv capacitv chargeC s) prior to issuance of Building Permits. Tlie Developer shall install potable water and recycled water services and meters at locations approved by the District Engineer. The locations of S£ud services shall be reflected on public improvement plans. The Developer shall install sewer laterals and clean-outs at locations approved by the District Engineer. The locations of sewer laterals shall be reflected on pubhc improvement plans. The Developer shall design and constract pubhc water, sewer, and recycled water facilities substantially as shown on the site plan to the satisfaction of the District Engineer. Proposed public facilities shall be reflected on public improvement plans. This project is approved upon the express condition that building permits will not be issued for the development of the subject property, unless the District Engineer has determined that adequate water and sewer facilities are available at the time of occupancy. Prior to issuance of building permits the entire potable water, recycled water, and sewer systera shall be evaluated in detail to ensure that adequate capacity, pressure, and flow demands can be met to the satisfaction of the District Engineer. Prior to Final Map approval or issuance of building permits, whichever is first, the entfre potable water, recycled water, and sewer system shall be evaluated in detail to ensure that adequate capacity, pressure, and flow demands can be met to the satisfaction of the District Engineer. PC RESO NO. 5974 -13- Final Map Notes SA.^^^DsvQlopQT shall show on iFinal Map the net developable acres for each parcel. Note(s) to the following effect(s) shall be placed on the map as non-mappmg data: 2 A. All improvements are privately owned and are to be privately maintained with the exception of the following: 6 Storm drain in Date Avenue as shown on the Tentative Map. 7 B. Buildmg permits will not be issued for development of the subject property unless the appropriate agency determines that sewer and water facilities are available. 8 9 C. Geotechnical Caution: 10 The owner of this property on behalf of itself and all of its successors in interest has agreed to hold harmless and indemnify the City of Carlsbad from any action 1 ^ that may arise through any geological failure, ground water seepage or land j2 subsidence and subsequent damage that may occur on, or adjacent to, this subdivision due to its constraction, operation or maintenance. 13 " 14 15 16 Code Reminders The project is subject to all applicable provisions of local ordinances, including but not liniited to the following code requirements: 56. The tentative map shall expire twenty-four (24) months from the date this tentative map 17 approval becomes final. 1 o •° 57. Developer shall exercise special care during the constraction phase of this project to 29 prevent offsite siltation. Planting and erosion contiol shall be provided in accordance with Carlsbad Municipal Code Chapter 15.16 (the Grading Ordinance) to the satisfaction 20 of the City Engineer. 21 58. Approval of this request shall not excuse compliance with all applicable sections of the Zoning Ordinance and all other applicable City ordinances in effect at time of building permit issuance, except as otherwise specifically provided herem. 22 23 59. Premise identification (addresses) shall be provided consistent with Carlsbad Municipal 24 Code Section 18.04.320. 60. Any signs proposed for this development shall at a minimum be designed in conformance 2g witii the City's Sign Ordinance and shall require review and approval of the Planning Director prior to installation of such signs. 27 61. Developer shall pay park-in-lieu fees to the City, prior to the approval ofthe final map as 28 required by Chapter 20.44 of the Carlsbad Municipal Code. PC RESO NO. 5974 -14- 1 62. Developer shall pay a landscape plan check and inspection fee as required by Section 2 20.08.050 oftiie Carlsbad Municipal Code. 3 NOTICE 4 Please take NOTICE that approval of your project includes the "imposition" of fees, dedications, 5 reservations, or other exactions hereafter collectively refened to for convenience as fees/exactions." 6 7 You have 90 days from date of approval to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedure set forth in Govemment Code Section g 66020(a), and file the protest and any other required information with the City Manager for processing ui accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely 9 follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul thefr imposition. J J You are hereby FURTHER NOTIFIED tiiat your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer coimection fees and capacity charges, nor planning, 12 zoning, grading or other similar application processing or service fees in connection with this project; NOR DOES IT APPLY to any fees/exactions of which you have previously been given a 13 NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. 15 PASSED, APPROVED AND ADOPTED at a regular meeting of tiie Plannmg " Commission of the City of Carlsbad, California, held on the 19th day of October 2005, by the following vote, to wit: AYES: Chairperson Segall, Commissioners, Baker, Cardosa, Dominguez, Heineman, Montgomery, and Whitton NOES: ABSENT: 17 18 19 20 21 22 23 24 25 JEFFRE N. SEGALL, Chairperson CARLSBAD PLANNING COMMISSION 26 __EST: 27 DONNEU Assistant Planning Director PC RESO NO. 5974 -15- ^ PLANNING COMMISSION RESOLUTION NO. 5975 2 A RESOLUTION OF THE PLANNING COMMISSION OF THE 3 CITY OF CARLSBAD, CALIFORNIA, APPROVING CONDOMINIUM PERMIT CP 05-09 TO DEMOLISH TWO (2) 4 DWELLING UNITS AND CONSTRUCT EIGHT (8) SINGLE- FAMILY AND TWO-FAMILY RESIDENTL\L AIR-SPACE CONDOMINIUMS, AND ONE SECOND-DWELLING UNIT ON 6 A .98 ACRE SITE GENERALLY LOCATED NORTH OF DATE AVENUE AND EAST OF GARFIELD STREET, IN THE 7 MELLO II SEGMENT OF THE LOCAL COASTAL PROGRAM AND LOCAL FACILITIES MANAGEMENT ZONE 1. CASE NAME: 234/236 DATE AVENUE CASENO.: CP 05-09 5 10 WHEREAS, Crescent Del Sol Estates, "Developer/Owner," has filed a verified 11 application with the City of Carlsbad regarding property described as 12 Lot 1 in block "T" of Palisades No. 2, in the City ofCarlsbad, 13 County of San Diego, State of Califomia, According to map thereof No. 1803, filed in the office of the County Recorder of 14 San Diego County, August 25,1924 ("tiie Property"); and WHEREAS, said verified application constitutes a request for a Condominium Permit as shown on Exhibits "A" - "SS" dated October 19, 2005, on file in tiie Planning 15 16 17 18 J 9 Departinent 234/236 DATE AVENUE -CP 05-09, as provided by Chapter 21.45 of tiie Carlsbad 20 Municipal Code; and 21 WHEREAS, the Planning Commission did, on the on the 19th day of October 22 23 24 25 26 considered all factors relating to the Condominium Permit. 27 NOW, THEREFORE, BE IT HEREBY RESOLVED by tiie Planning 28 Commission of the City of Carlsbad as follows: A) That the foregoing recitations are trae and conect. 2005 hold a duly noticed public hearuig as prescribed by law to consider said request; and WHEREAS, at said public hearing, upon hearing and considering all testimony and arguments, if any, of persons desiring to be heard, said Commission ^ B) That based on the evidence presented at the pubUc hearing, the Commission 2 APPROVES 234/236 DATE AVENUE - CP 05-09, based on tiie followmg findings and subject to the following conditions: 3 "• 4 5 19 Findings; Conditions; Note: Unless otherwise specified herein, all conditions shall be satisfied prior to final map recordation or issuance of grading permit, whichever occurs first. 1. That the proposed project complies vdth all applicable development standards mcluded within this chapter, in that, the proposed project of eight (8) single-family and two- 6 family residential air-space condominiums and one (1) second dwelling unit conform to all the design and development standards applicable to the property as contained ^ in of Chapter 21.45 the Carlsbad Municipal Code. o ° That the proposed project's density, site design and architecture are compatible with 9 surrounding development, in that the surrounding properties are developed with single-family and multiple-famify developments with a wide range of densities and 10 with a variety of architectural styles which are compatible with the contemporary architectural style proposed. 3. The Planning Commission has reviewed each of the exactions hnposed on the Developer contained in this resolution, and hereby finds, in this case, that the exactions are imposed j3 to mitigate impacts caused by or reasonably related to this project, and the extent and the degree of exaction is in rough proportionality to the impact caused by the project. 14 " 15 16 17 .. If any of the following conditions fail to occur; or if they are, by their terms, to be 18 hnplemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted; deny or further condition issuance of all 20 future building permits; deny, revoke or further condition all certificates of occupancy issued under the authority of approvals herein granted; record a notice of violation on the 21 property title; institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. No vested rights-are gained by Developer 22 or a successor in interest by the City's approval of this Condominium Permit. 23 „ 2. Staff is authorized and directed to make, or require the Developer to make, all conections 24 and modifications to the Condominium Permit documents, as necessary to make tiiem intemally consistent and in conformity with the final action on the project. Development 25 shall occur substantially as shown on the approved Exhibits. Any proposed development . . different from this approval, shall require an amendment to this approval. 26 27 3. Developer shall comply with all aipplicable provisions of federal, state, and local laws and regulations in effect at the time of building pennit issuance. 28 4. Developer/Operator shall and does hereby agree to indemnify, protect, defend and hold harmless the City of Carlsbad, its Council members, officers, employees, agents, and PC RESO NO. 5975 -2- representatives, from and against any and all liabilities, losses, damages, demands, claims 2 and costs, including court costs and attomey's fees incurred by the City arising, directly or indfrectly, from (a) City's approval and issuance of this Condominium Permit, (b) 3 City's approval or issuance of any permit or action, whether discretionary or non- discretionary, in connection with the use contemplated herein, and (c) 4 Developer/Operator's installation and operation of the facility permitted hereby, including ^ witiiout limitation, any and all liabilities arising from the emission by the facility of electiomagnetic fields or other energy waves or emissions. This obligation survives until 6 all legal proceedings have been concluded and continues even if the City's approval is not validated. 7 8 5. This approval is granted subject to the approval of CT 05-01 and CDP 05-06 and is subject to all conditions contained in Planning Cominission Resolutions No. 5974 and 9 5976 for those other approvals incorporated herein by reference. NOTICE 10 11.. Please take NOTICE that approval of your project includes the "imposition" of fees, dedications, 12 reservations, or other exactions hereafter collectively referred to for convenience as 'fees/exactions.' 13 You have 90 days from date of final approval to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedure set forth in Govemment Code Section 15 66020(a), and file the protest and any otiier required information with the City Manager for processing m accordance vdth Carlsbad Municipal Code Section 3.32.030. Failure to timely 16 follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, 19 zoning, grading or other similar application processing or service fees in connection vdth this project; NOR DOES IT APPLY to any fees/exactions of which you have previously been given a 20 NOTICE similar to this, or as to which the statute of limitations has previously otherwise 21 expired. 22 23 24-1 25 26 27 28 PC RESO NO. 5975 -3- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PASSED, APPROVED AND ADOPTED at a regular meeting of tiie plannmg Commission of the City ofCarlsbad, California, held on the 19th day of October 2005, by the follovdng vote, to wit: AYES: Chairperson Segall, Commissioners, Baker, Cardosa, Dominguez, Heineman, Montgomery, and Whitton NOES: ABSENT: ABSTAIN: JEFFRE N. SEGALL, Chfir^rson CARLSBAD PLANNING COMMISSION ATTEST: DONNEU Assistant Planning Director PC RESO NO. 5975 -4- ^ PLANNING COMMISSION RESOLUTION NO. 5976 2 A RESOLUTION OF THE PLANNING COMMISSION OF THE 3 CITY OF CARLSBAD, CALIFORNLA, APPROVING COASTAL DEVELOPMENT PERMIT CDP 05-06 TO DEMOLISH TWO (2) 4 DWELLING UNITS AND CONSTRUCT EIGHT (8) SINGLE- FAMfl^Y AND TWO-FAMILY RESIDENTLAL AIR-SPACE CONDOMINIUMS, AND ONE SECOND-DWELLING UNIT ON 6 A .98 ACRE SITE GENERALLY LOCATED NORTH OF DATE AVENUE AND EAST OF GARFIELD STREET, IN THE 7 MELLO II SEGMENT OF THE LOCAL COASTAL PROGRAM AND LOCAL FACILITIES MANAGEMENT ZONE 1. CASE NAME: 234/236 DATE AVENUE 5 8 9 CASENO.: CDP 05-06 11 12 10 WHEREAS, Crescent Del Sol Estates, "Developer/Owner," has filed a verified application with the City of Carlsbad regarding property described as Lot 1 in block "T" of PaUsades No. 2, in the City of Carlsbad, 13 County of San Diego, State of Califomia, According to map thereof No. 1803, filed in the effice of the County Recorder of 14 San Diego County, August 25,1924 ("the Property"); and WHEREAS, said verified application constitutes a request for a Coastal Development Permit as shown on Exhibits "A" - "SS" dated October 19, 2005, on file in the 15 16 17 18 19 Planning Departinent 234/236 DATE AVENUE - CDP 05-06 as provided by Chapter 20 21.201.040 of tiie Carlsbad Municipal Code; and 21 WHEREAS, tiie Planning Conunission did, on the 19th day of October 2005, 22 „ hold a duly noticed public hearing as prescribed by law to consider said request; and 23 WHEREAS, at said public hearing, upon hearing and considering all testimony 24 and arguments, if any, of all persons desiring to be heard, said Commission considered all factors 25 relating to the CDP. 27 NOW, THEREFORE, BE IT HEREBY RESOLVED by tiie Planning 28 Commission of the City of Carlsbad as follows: A) That the foregoing recitations are trae and conect. ^ B) That based on the evidence presented at the public hearing, the Commission 2 APPROVES 234/236 DATE AVENUE - CDF 05-06 based on tiie following findings and subject to the foUowing conditions: 3 " 4 5 13 23 Findings; 1. That the proposed development is in conformance vdth the Certified Local Coastal Program and all applicable policies hi that the development does not obstruct pubUc 5 views of the coastline as seen from pubUc lands or rights-of-way; no agricultural activities, sensitive resources, steep slopes, or geological instabiUty exist on the 7 subject property; and no public access or shoreUne access opportunities, or water- oriented recreation activities are impacted. 2. The proposal is in conformity with the public access and recreation policies of Chapter 3 of the Coastal Act in that there are no public access or recreation requirements for 10 the property. 11 3. The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (Chapter 21.03 of the Zoning Ordinance) in that the project will adhere to the City's 12 Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, Standard Urban Storm Water Mitigation Plan (SUSMP) and Jurisdictions^ Urban Runoff Management Program (JURMP) to avoid increased urban run off, pollutants and soil erosion. No steep 14 slopes or native vegetation is located on the subject property and the site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods or liquefaction. 15 The project is not located between the sea and the first public road parallel to the sea and, 16 therefore, is not subject to the provisions of the Coastal Shoreline Protection Zone J ^ (Chapter 21.204 of the Zoning Ordmance). Jg 5. The project is not located in the Coastal Agricultural Overlay Zone, according to Map X of the Land Use Plan, certified September 1990 and, therefore, is not subject to the 19 Coastal Agricultural Overlay Zone (Chapter 21.201 of the Zoning Ordmance). 20 6. The Planning Commission has reviewed each of the exactions imposed on the Developer contained in this resolution, and hereby finds, in this case, that the exactions are imposed ^1 to mitigate impacts caused by or reasonably related to this project, and the extent and the 22 * degree of exaction is in rough proportionality to the hnpact caused by the project. Conditions; 24 Note: Unless othervdse specified herein, all conditions shall be satisfied prior to final map recordation or issuance of grading permit, whichever occurs first. 25 1. If any of the follovdng conditions fail to occur; or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so 27 implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted; deny or further condition issuance of all 28 ftiture building permits; deny, revoke or further condition all certificates of occupancy issued under the authority of approvals herein granted; record a notice of violation on the PC RESO NO. 5976 -2- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 property titie; institute and prosecute litigation to compel thefr compliance with said conditions or seek damages for thefr violation. No vested rights are gained by Developer or a successor in interest by the City's approval of this Coastal Development Permit. 2. Staff is authorized and dfrected to make, or require the Developer to make, all conections and modifications to the Coastal Development Permit documents, as necessaiy to make them intemally consistent and in conformity vdth the final action on the project. Development shall occur substantially as shown on the approved Exhibits. Any proposed development different from this approval, shall requfre an amendment to this approval. 3. Developer shall comply with all applicable provisions of federal, state, and local laws and regulations in effect at the time of building permit issuance. 4. If any condition for constraction of any public improvements or facilities, or the payment of any fees in-Ueu thereof, imposed by this approval or imposed by law on this Project are challenged, this approval shall be suspended as provided m Government Code Section 66020. If any such condition is determined to be hivalid this approval shall be invalid unless the City Council determines that the project vdthout the condition complies with all requirements of law. 5. Developer/Operator shaU and does hereby agree to indemnify, protect, defend and hold harmless the City of Carlsbad, its Council members, officers, employees, agents, and representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, uiciuding court costs and attomey's fees incurred by the City arising, directly or indfrectly, from (a) City's approval and issuance of this Coastal Development Permit, (b) City's approval or issuance of any permit or action, whether discretionaiy or non- discretionary, in connection with the use contemplated herein, and (c) Developer/Operator's installation and operation of the facility pennitted hereby, mcluding vdthout lunitation, any and all liabilities arising from the emission by the facility of electiomagnetic fields or other energy waves or emissions. This obligation survives until all legal proceedings have been concluded and continues even if the City's approval is not validated. 6. This approval is granted subject to the approval of CT 05-01 and CP 05-09 and is subject to all conditions contained in Planning Commission Resolutions No. 5974 and 5975 for those other approvals incorporated herein by rcference. 7. The applicant shall apply for and be issued building permits for this project within two (2) years of approval or this coastal development permit will expfre unless extended per Section 21.201.210 of the Zoning Ordinance. 8. Prior to the issuance of building permits, the applicant shall apply for and obtain a grading permit issued by the City Engineer. 9. All constraction activities shall be planned so that grading will occur in units that can be easily completed within the summer constraction season. All grading operations shall be limited to April 1 to October 1 of each year. All areas disturbed by grading shall be planted vdthin 60 days of initial disturbance and prior to October 1 with temporary or PC RESO NO. 5976 -3- 1 - 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 permanent (in the case of finished slopes) erosion contiol methods. The October 1 grading season deadline may be extended with the approval of the City Engmeer subject to implementation by October 1 of erosion contiol measures designed to prohibit discharge of sediments offsite during and after the grading operation is completed. Extensions beyond November 15 may be allowed in areas of very low risk of impact to sensitive coastal resources and may be approved either as part of the origmal coastal development permit or as a formal amendment to an existing coastal development pemiit. NOTICE Please take NOTICE that approval of your project mcludes the "imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to for convenience as "fees/exactions." You have 90 days from date of final approval to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedure set forth in Govemment Code Section 66020(a), and file the protest and any other requfred information with the City Manager for processing in accordance vdth Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure vdll bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED tiiat your right to protest tiie specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning, grading or other similar appUcation processing or service fees m connection vdth this project; NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expfred. PC RESO NO. 5976 ^ PASSED, APPROVED AND ADOPTED at a regular meetmg of tiie Plannmg 2 Commission of tiie City of Carlsbad, Califomia, held on the 19th day of October 2005, by tiie following vote, to vdt: 3 4 ^ AYES: Chairperson Segall, Commissioners, Baker, Cardosa, Dominguez, Heineman, Montgomery, and Whitton NOES: ABSENT: JEFFRE N. SEGALL, Chairperson CARLSBAD PLANNING COMMISSION 6 7 8 9 10 11 12 13 ATTEST: 14 DONNEU 15 Assistant Planning Director 17 18 19 20 21 22 23 24 25 26 27 28 PC RESO NO. 5976 -5- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PLANNING COMMISSION RESOLUTION NO. 5976 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNLA, APPROVING COASTAL DEVELOPMENT PERMIT CDP 05-06 TO DEMOLISH TWO (2) DWELLING UNITS AND CONSTRUCT EIGHT (8) SINGLE- FAMILY AND TWO-FAMILY RESIDENTIAL AIR-SPACE CONDOMINIUMS, AND ONE SECOND-DWELLING UNIT ON A .98 ACRE SITE GENERALLY LOCATED NORTH OF DATE AVENUE AND EAST OF GARFIELD STREET, IN THE MELLO n SEGMENT OF THE LOCAL COASTAL PROGRAM AND LOCAL FACILITIES MANAGEMENT ZONE 1. CASENAME: 234/236 DATE AVENUE CASENO.: CDP 05-06 WHEREAS, Crescent Del Sol Estates, "Developer/Owner," has filed a verified application vdth the City of Carlsbad regarding property described as Lot 1 in block "T" of PaUsades No. 2, in the City of Carlsbad, County of San Diego, State of CaUfomia, According to map thereof No. 1803, filed in the office of the County Recorder of San Diego County, August 25,1924 ("tiie Property"); and WHEREAS, said verified application constitutes a request for a Coastal Development Permit as shown on Exhibits "A" - "SS" dated October 19, 2005, on file in tiie Planning Department 234/236 DATE AVENUE - CDP 05-06 as provided by Chapter 21.201.040 of tiie Carlsbad Municipal Code; and WHEREAS, tiie Planning Commission did, on tiie 19th day of October 2005, hold a duly noticed public hearing as prescribed by law to consider said request; and WHEREAS, at said public hearing, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, said Commission considered all factors relatmg to tiie CDP. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning Commission of the City of Carlsbad as follows: A) That the foregoing recitations are trae and conect. ^ B) That based on the evidence presented at the public hearing, the Commission 2 APPROVES 234/236 DATE AVENUE - CDP 05-06 based on tiie followmg findings and subject to the follovdng conditions: 3 4 5 13 23 Findings; 1. That the proposed development is in conformance vdth the Certified Local Coastal Program and all applicable policies hi that the development does not obstmct pubUc 5 views of the coastUne as seen from public lands or rights-of-way; no agricultural activities, sensitive resources, steep slopes, or geological instabiUty exist on the 7 subject property; and no public access or shoreline access opportunities, or water- ^ oriented recreation activities are impacted. ^ 2. The proposal is in conformity with the public access and recreation policies of Chapter 3 of the Coastal Act in that there are no public access or recreation requirements for 10 the property. 11 3. The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (Chapter 21.03 of the Zoning Ordinance) m that the project vdll adhere to the City's 12 Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, Standard Urban Storm Water Mitigation Plan (SUSMP) and Jurisdictional Urban Runoff Management Program (JURMP) to avoid increased urban run off, pollutants and soil erosion. No steep 14 slopes or native vegetation is located on the subject property and the site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods or liquefaction. 15 The project is not located between the sea and the first public road parallel to the sea and, 16 therefore, is not subject to the provisions of the Coastal Shoreline Protection Zone J ^ (Chapter 21.204 of the Zoning Ordinance). Jg 5. The project is not located in the Coastal Agricultural Overlay Zone, according to Map X of the Land Use Plan, certified September 1990 and, therefore, is not subject to the 19 Coastal Agricultural Overlay Zone (Chapter 21.201 of the Zoning Orduiance). 20 6. The Planning Commission has reviewed each of the exactions imposed on the Developer contained in this resolution, and hereby fmds, in this case, that the exactions are imposed to mitigate impacts caused by or reasonably related to this project, and the extent and the 22 degree of exaction is in rough proportionality to the impact caused by the project. Conditions; 2.4 Note: Unless otherwise specified herein, all conditions shall be satisfied prior to final map recordation or issuance of grading permit, whichever occurs first. 25 1. If any of the following conditions fail to occur; or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so 27 implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted; deny or fiirther condition issuance of all 28 future building permits; deny, revoke or further condition all certificates of occupancy issued under the authority of approvals herein granted; record a notice of violation on the PC RESO NO. 5976 -2- 15 property titie; institute and prosecute litigation to compel their compliance with said 2 conditions or seek damages for their violation. No vested rights are gained by Developer or a successor in interest by the City's approval of this Coastal Development Permit. 3 2. Staff is authorized and directed to make, or requfre the Developer to make, all conections 4 and modifications to the Coastal Development Permit documents, as necessary to make 2 them intemally consistent and in conformity vdth the final action on the project. Development shall occur substantially as shovra on the approved Exhibits. Any proposed 6 development different from this approval, shall requfre an amendment to this approval. 7 3. Developer shall comply vdth all applicable provisions of federal, state, and local laws and regulations in effect at the time of building permit issuance. o 9 4. If any condition for constraction of any public improvements or facilities, or the payment of any fees in-lieu thereof, imposed by this approval or imposed by law on this Project are 10 challenged, this approval shall be suspended as provided in Government Code Section 66020. If any such condition is determined to be invalid this approval shall be mvalid 1^ unless the City Council determines that the project vdthout the condition complies vdth 12 all requirements of law. 13 5. Developer/Operator shall and does hereby agree to indemnify, protect, defend and hold harmless the City of Carlsbad, its Council members, officers, employees, agents, and 14 representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, uicludmg court costs and attomey's fees uicurred by the City arisuig, directly or indirectly, from (a) City's approval and issuance of this Coastal Development Permit, 16 (b) City's approval or issuance of any permit or action, whether discretionary or non- discretionary, in connection vdth the use contemplated herein, and (c) 17 Developer/Operator's installation and operation of the facility permitted hereby, mcluding without limitation, any and all liabilities arising from the emission by the facility of electiomagnetic fields or other energy waves or emissions. This obligation survives until 2 9 all legal proceedings have been concluded and continues even if the City's approval is not validated. 20 6. This approval is granted subject to the approval of CT 05-01 and CP 05-09 and is subject 21 to all conditions contained in Planning Coinmission Resolutions No. 5974 and 5975 for 22 those other approvals incorporated herein by reference. 23 7. The applicant shall apply for and be issued building pemiits for this project within two (2) years of approval or this coastal development permit will expire unless extended per 24 Section 21.201.210 of tiie Zoning Ordinance. 25 8. Prior to the issuance of building permits, the applicant shall apply for and obtain a 25 grading permit issued by the City Engineer. 27 9. All constraction activities shall be planned so that grading vdll occur in units that can be easily completed within the smnmer constraction season. All grading operations shall be 28 Hmited to April 1 to October 1 of each year. All areas disturbed by grading shall be planted within 60 days of initial disturbance and prior to October 1 vdth temporary or PC RESO NO. 5976 -3- 18 permanent (in the case of finished slopes) erosion contiol methods. The October 1 2 grading season deadline may be extended vdth the approval of the City Engineer subject to implementation by October 1 of erosion contiol measures designed to prohibit 3 discharge of sediments offsite during and after the grading operation is completed. Extensions beyond November 15 may be allowed in areas of very low risk of impact to 4 sensitive coastal resources and may be approved either as part of the original coastal ^ development permit or as a formal amendment to an existing coastal development permit. 6 NOTICE 7 Please take NOTICE that approval of your project includes the "hnposition" of fees, dedications, g reservations, or other exactions hereafter coUectively referred to for convenience as fees/exactions.' 9 10 You have 90 days from date of final approval to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedure set forth in Govemment Code Section 22 66020(a), and file the protest and any other required mformation with the City Manager for processing in accordance vdth Carlsbad Municipal Code Section 3.32.030. Failure to timely 12 follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul thefr imposition. 13 You are hereby FURTHER NOTIFIED tihiat your right to protest tiie specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, 15 zoning, grading or other similar appUcation processing or service fees in connection with this project; NOR DOES IT APPLY to any fees/exactions of which you have previously been given a 16 NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. 18 19 20 21 22 23 24 25 26 27 28 PC RESO NO. 5976 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PASSED, APPROVED AND ADOPTED at a regular meetmg of tiie Plannmg Commission of the City of Carlsbad, Califomia, held on the 19th day of October 2005, by the followmg vote, to vdt: AYES: Chairperson Segall, Commissioners, Baker, Cardosa, Dominguez, Heineman, Montgomery, and Whitton NOES: ABSENT: ABSTAIN: JEFFRE N. SEGALL, Chairperson CARLSBAD PLANNING COMMISSION ATTEST: DONNEU Assistant Planning Dfrector PC RESO NO. 5976 8 iO£ 8 iop Vfr-Set- OMO DWG 43*4 2 of 2 CITY OF CARLSSAD GRADINQ INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT iMRPi=nTQR-y:3»/^'^ /:U//g? PROJECT in/^7'g>r-*^-/ /7£Z.v.v/ £.sr^m-. .GRADING PERMITNO LOTS REQUESTED FOR RELEASE-aC, ooc/n N/A = NOT APPLICABLE A = COMPLETE 1st ...2nd. ^" I/' 1/^ 1. 2. 3. 4. Site access to requested lots adequate and logically grouped Site erosion control measures adequate. Overall site adequate for health, safety and welfare of public. Letter from Owner/Dev. requesting partial release of specific lots, pads or bldg. 8!4" X11" site plan (attachment) sho\Artng requested lots submitted. 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 rsport and identifying specific lots for release shall accompany subsequent partial releases). EOW certification of wrk done with fmish pad elevations of specific lots to bie released. Letter must stata lot (s) Is graded to within a tenth (.1) of the approved grading plan. Geologic engineer's letter if unusual geotogic or subsurtace conditions exist. Fully functional fire hydrants vwthin 500 feet of building combustibles and an all weather roads access to site is required. r—1^ Partial release of grading for the above stated iots is approved for the purpose of building Lij pennit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. - • Partial release of tha site is denied for the following reasons: Projedt Inspector ('?rM<^r(.^ 2Y.rZ^'<^'y Dat^ ^ Ccnstruction Manager J:,?:LE>MST£R.FCftMS:i-AftT£ITE.FPAl instruction Manaqer ^ \ Date SSS (9 09 n Q a Q « s s CCC a. a. Z PLANNINGDEPARTMENT iP'^^H^^'*^^ BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. G& P(2 01 00(gO Address a^V-'2.6Q- ^^jP^C- AK Planner Barbara Kennedv Phone (760) 602-4626 APr^- ^-nfiC,.. 0%0 - ^ Type of Project & Use: ."^P/^ 0^<La Net Project Densitv: ^'/<5 DU/AC Zonina: ^-c^ General Plan: I^M /-f Facilities Management Zone: _/_ CFD (in/out) #_Date of participation: Remaining net dev acres:. Circle One (For non-residential development: Type of land used created by this permit: ) Leqend: ^ Item Complete • Item Incomplete - Needs your action Environmental Review Required: YES NO / TYPE CXljSSi^^ S^ifi^t^in^ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: (^D • Discretionary Action Required: YES Y NO TYPE /(^P/dVf ^ APPROVAURESO. NO. 6^7¥ " S^K^ DATE Ocf / 'i-OO PROJECTNO. ClT OS'Ol /CP QS-O^ ((LOPO^-da OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: "ijg^ edu^d^ C >< N0_ NO Coastal Zone Assessment/Compliance Project site located iin Coastal Zone? YES_ CA Coastal Commission Authority? YES_ If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, SanDiego CA 92108-4402; (619) 767-2370 D r/ o - Determine status (Coastal Permit Required or Exempt): C Df 0 h ~ 0^ Coastal Permit Determination Form already completed? YES NO Y If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: •0 Follow-Up Actions: 1) Stamp Building Plans as "Exempf or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. inclusionary Housing Fee required: YES NO ^ i nv (Effective date of Inclusionary Housing Ordinance - May 21,1993.) O^^Uvr-^'^ «^ NO JuA<. (^t^oOO' \JUU^ -h Data Entry Completed? YES. (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing3?N, fl^-^^ Enter Fee, UPDATE!) ' H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 • • • •JDD Site Pian: 1. 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). 2. Provide legal description of property and assessor's parcel number. ' • Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES_J<_NO 2. Proiect complies YES V NO Zoning: R-X 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required, Required, Required. Required. Required, M2L Shown. Shown. Shown. Shown Shown Accessory structure setbacks: fJ/^ /6' Front: Interior Side: Street Side: Rear: Structure separation: 3. Lot <^overage: Required. Required. Required. Required. Required. Required. Shown. Shown. Shown. Shown. Shown 2_y|T^ j^hown. 4. Height: (j2>A 02 ) Required '^d W\<^y^ Shown Spaces Required Q. S^pt»6<>^/f//i!4shown K ^^uv/^'fr- *^ Tiercial and industrial ^_S^cc^ Shown 5. Parking: (breakdown by uses for commercial and industrial projects required) 2- ^-Tgj Residential Guest Spaces Required Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 PLAN CHE(::K REVIEW SEPTEMBER PC070060 - Crescent Del Sol September 13, 2007 (ADDITIONAL COMMENTS CONTINUED) The project must compiy with the conditions of approval contained in Planning Commission Resolution No. 5974 as follows: Conditions #13: Landscape Plans require approval prior to issuance of a Building Permit. Conditions # I4e: Please submit a Landscape Maintenance exhibit for the CC&R's. Condition # 22: Please submit an exterior lighting plan if exterior lighting is proposed within the parking and landscape areas (not required if low-voltage landscape lighting). Condition # 56: The Tentative Map expires on October 19, 2007. If the Final Map is not approved by this date, you will need to file a request for a TM extension. The plans need to be revised to address the following comments: The building height does not match the height shown on the approved plans. Please either redesign the buildings to match the Conceptual Plans or apply for a Consistency Determination to allow an increase in the building height for the roof access stairway. Please add a note on the site plan indicating the height of the fence within the front yard setback (42" height max). In order to expedite the review of plan check correction, please note on this list (or a copy) where each correction item has been addressed, ie, plan sheet, note or detail number, etc. Ifii' ^'^^'-'^ • \ 1 (/ Exhibit B DELINIATION OF LANDSCAPE MAINTENANCE RESPONSIBILITIES FOR PLANNED DEVELOPMENT Crescent Del Sol Estates is a Planned Deveiopment Project meeting all applicable small lot, single and two family dwelling development codes The project as approved consists of eight (8) single-family and two-family residential air- space condominiums, and one second-dwelling unit on a .98 acre site. Common Area (A) See attached Landscape Exhibit B EUA 1 is a two-family dwelling lot consisting of units 1A and IB EUA 2 is a single-family dwelling lot for unit 2 EUA 3 is a single-family dwelling lot for unit 3 EUA 4 is a single-family dwelling lot consisting of unit 4 and 1 attached accessory unit EUA 5 is a single-family dwelling lot for unit 5 EUA 6 is a two-family dwelling lot consisting of units 6A and 6B Furthermore, each of the eight (8) single family dwelling units also has a designated 18 ft X 18 ft private use area within there respective EAU. The common open area consists of all space outside of EUA 1-6, which includes the common pedestrian ways, planter and grass strips, landscape drainage berms, recreational area, block and retaining walls, driveway, underground parking garage driveway, trash room and utility room Per the approved Covenant, Conditions and Restrictions (CC&R's), ail common and EUA landscape areas will be maintained by the association. Covenants, conditions, and restrictions for a residential project shall conform with all provisions of state law, including requirements for maintenance reserves, and shall in addition include the following provisions Landscape and Hardscape maintenance responsibilities within all common areas. Landscape maintenance responsibilities within all exclusive use areas including planters, hardscape and fencing. RECEIVED Drainage facility maintenance. APR 1 S T'^J? CITY OF CARLSBAD PLANNING DEPT HinnTE YJ IIS SMCE DATE AVENUE EXHIBIT "B" 1-1 CRESCE^JT DEL SOL ESTATEaCDSE-CONSTRUCTION PHASBIHll" SITE SHTGOs-AOs -A7s\CDSE SITES-NOTES PERMTSET 04-17-08 IwwdtiveWBy walfe.p(n: 1 ST FLOOR; ILLUSTRATED SITEPLAN; Construclion wf Zone Covet Fil; 1 :326;*IW: \ \ \ \ -ISL 1 1 1 1 r • 2^ 1 .J EXHIBIT "B" LANDSCAPE PLAN r PROJECTEM-I CRESCENT DEL SOt ESTATEaCDSE^ONSTRUCTION PHASE«H*i STFE SHT GOs-A05-A7*CDSE SfTES-NOTES PERMIT SET 04-17-08 new drwew^ wdls.pini Gamge; CCR PRIVE SPACE IF; ConsfrucSon w/ Zom Cover FB; 1 : 297; 4/18/200 8 3:12 PM; lrt Carlsbad Fire Department BLDG. DEPT COPY Plan Review Requirements Category: PLANCK , Date ofReport: 02-19-2008 Reviewed by: j/^T^/C/ Name: Address: Permit #: PC070060 JobName: CRESCENT DEL SOL 6 BLDGS Job Address: 234 DATE AV CBAD INCOMPLJETE The item you4iave submitted for revjew is incomplete. Af^this time, this office c^rfmot adequately conduct a review to/uetermine compliance With the applicable^jxxies and/or standards. Blease review carefu)^ all comments attaehed. Please resubmit themecessary plans ana/or specifications, with/Jnanges "clouded", to this office for review apu approval. / Conditions: Cond: CONOOO/591 [NOT METL Cond: CON0002620 [MET] Approved: This project has been reviewed and approved for the purposes of issuance of building permit. This approval is subject to field inspection and required test, notations hereon, conditions in correspondence and conformance with all applicable requlations. This approval shall not be held to pennit or approve the violation of any law. Entry: 02/19/2008 By: D.Fieri Action: AP Carlsbad Fire Department ^EPT COPY Plan Review Requirements Category: PLANCK , Date of Report: 02-13-2008 Reviewed by: Name: LAGOON BREEZE DEVELOPMENT CORP Address: 7237 SANDERLING CT CARLSBADCA 92011 : Permit #: PC070060 JobName: CRESCENT DEL SOL 6 BLDGS Job Address: 234 DATE AV CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0002591 , ' [NOT MET] . Cond: CON0002600 [NOT MET] Provide a fire apparatus access road within 150 feet ofall portion of the exterior wall on the first story. The fire access is measured by an approved route around the exterior of the building. Other fire requirments will follow once the fire department access is corrected. , Entry: 02/13/2008 By: D.Fieri Action: CO Thornton Tomasetti PROJECT PROJECT NO. DATE BY SHEET of SUBJECT CHECKED BY DRAWING NO. (2, ^vl FU2. A-5i - Pli0£)L^ .54. Qr^- 44*4>' K'^y \ i4 fuu_4t 4:44 ^'^'''^ f"*^^^ ^' <5 '^V^TS' ' S -1,4 ^^y^ ^Ol^^- r€ ••'^f^tf'' '"'^' '"ci^ (jl"" do Me-<=•-.-SvA. b4><:-|(-r fVrc,*^") &47-7 ^ fell ^'i QA^C^-^ - 1,4 . Thornton Tomasetti PROJECT PROJECT NO. DATE BY SHEET Of SUBJECT CHECKED BY DRAWING NO. ^ 4yT^p ft ^qA^^^T>.. -^-p^ i4*V€ .if P^^^n^ UzvO^.-f-e^sH ^^rit^ A-l^V^) Thornton Tomasetti 5" PROJECT PROJECT NO. DATE BY SHEET of SUBJECT CHECKED BY DRAWING NO. ggyp H^.v4 (Ck'c-ptj. CLic^^ Cities , U^M^e pU^^. V /Cut \ / *—' P 8, Cft 'CPA Ctli '•^ ' LXL.il- Usl-e (.^'"^ d, '<i-'>3 U— Thornton Tomasetti PROJECT PROJECT NO. DATE BY SHEET of SUBJECT CHECKED BY DRAWING NO. l^t^^' 1.^4'"' Thornton Tomasetti PROJECT PROJECT NO. DATE BY SHEET of SUBJECT CHECKED BY DRAWING NO. Lc«M^ XM^^^v^ r-U>i/A I'foTiP =&,!^>^^ uy| ^ ,4l^""^^ 0^iA-e|^. L&4f> /U^-r ^.fw-^^r'f ^*<^^'^' 4»e' K'nr-, • :v^:::mms!mmmmi^r''K' •: 'm.:wii (Ul Thornton Tomasetti PROJECT PROJECT NO. DATE BY SHEET of SUBJECT CHECKEO BY DRAWING NO. 1 Px.^::.f. ^C'k i.e. f o |C4 P^e(C} ( aid -2..^ Til Ca-^jq" \ri X 'H; Thornton Tomasetti PROJECT PROJECTNO. DATE BY SHEET of SUBJECT CHECKED BY DRAWING NO. 1^ Thornton Tomasetti PROJECT PROJECT NO. DATE BY SHEET of SUBJECT CHECKED BY DRAWING NO. 4'X •• I'L/ ,. COAST GEOTECHNICAL CONSULTING ENGINEERS AND GEOLOGISTS February 4,2004 Mark Petersen 185 Phoebe Street Encinitas,CA 92024 RE: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Eleven (11) Unit Condominium 236 Date Avenue Carlsbad, Califomia Dear Mr. Petersen: In response to your request and in accordance with our Proposal and Agreement dated November 11, 2003, we have performed a preliminary geotechnical investigation on the subject site for the proposed eleven unit condominium project. The findings of the investigation, laboratory test results and recommendations for foundation design are presented in this report. From a geologic and soils engineering point of view, it is our opinion that the site is suitable for the proposed development, provided the recommendations in this report are implemented during the design and construction phases. If you have any questions, please do not hesitate to contact us at (858) 755-8622. This opportunity to be of service is appreciated. Respectfully submitted, COAST GEOTECHN Mark Burwell, C.E.VJB,.^ Engineering Geologis Vithaya Singhanet, P. Geotechnical Engineer 779 ACADEMY DRIVE • SOLANA BEACH, CALIFORNIA 92075 (858) 755-8622 • FAX (858) 755-9126 PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Eleven (11) Unit Condominium 236 Date Avenue Carlsbad, California Prepared For: Mark Petersen 185 Phoebe Street Encinitas,CA 92024 February 4,2004 W.O. P-400123 Prepared By: COAST GEOTECHNICAL 779 Academy Drive Solana Beach, California 92075 TABLE OF CONTENTS VICINITY MAP INTRODUCTION SITE CONDITIONS PROPOSED DEVELOPMENT SITE INVESTIGATION LABORATORY TESTING GEOLOGIC CONDITIONS CONCLUSIONS RECOMMENDATIONS 5 5 5 6 6 7 10 11 A. BUILDING PAD-REMOVALS/RECOMPACTION B. TEMPORARY SLOPES/EXCAVATION CHARACTERISTICS C. FOUNDATIONS D. SLABS ON GRADE (INTERIOR AND EXTERIOR) E. RETAINING WALLS F. SETTLEMENT CHARACTERISTICS G. SEISMIC CONSIDERATIONS H. SEISMIC DESIGN PARAMETERS I. PRELIMINARY PAVEMENT DESIGN J. UTILITY TRENCH K. DRAINAGE L. GEOTECHNICAL OBSERVATIONS M. PLAN REVIEW 11 12 12 13 14 14 14 15 15 16 16 17 17 LIMITATIONS REFERENCES 17 20 APPENDICES APPENDIX A LABORATORY TEST RESULTS EXPLORATORY BORING LOGS TOPOGRAPHIC MAP APPENDIX B REGIONAL FAULT MAP SEISMIC DESIGN PARAMETERS DESIGN RESPONSE SPECTRUM APPENDIX C GRADING GUIDELINES ^5oo ft Topo USA 2.0 Copyright © 1999 DeLorme Yarmouth. ME 04096 Scale: 1 : 6,400 Detail: lS-0 Coast Geotechnical February 4,2004 W.O. P-400123 Page 5 INTRODUCTION This report presents the results of our geotechnical investigation on the subject property. The purpose of this study is to evaluate the nature and characteristics of the earth materials underlying the property, the engineering properties of the surficial deposits and their influence on the proposed condominium project. SITE CONDITIONS The subject property is located east of Garfield Street, along the north side of Date Avenue, in the city of Carlsbad. The subject property includes nearly one (1) acre of relatively flat terrain. Two (2) single family residences and accessory structures are located in the southeastern portion of the site. Maximum relief on the property is approximately 3.0 vertical feet. Drainage is generally by sheet flow to the southwest. Vegetation in the southeastern portion of the site includes grass, a vegetable garden and several trees. The western and northern portions of the site are generally void of vegetation. PROPOSED DEVELOPMENT Plans for the development of the property were unavailable at the time of this study. However, it is our understanding that an eleven (11) unit condominium project with subterranean parking is Coast Geotechnical February 4,2004 W.O. P-400123 Page 6 planned. It is anticipated that excavations, up to ten (10) feet, v^U be required for the parking structure. SITE INVESTIGATION Site exploration included four (4) exploratory borings drilled to a maximum depth of 18 feet. Earth materials encoimtered were visually classified and logged by our field engineering geologist. Undisturbed, representative samples of earth materials were obtained at selected intervals. Samples were obtained by driving a thin walled steel sampler into the desired strata. The samples are retained in brass rings of 2.5 inches outside diameter and 1.0 inches in height. The central portion of the sample is retained in close fitting, waterproof containers and transported to our laboratory for testing and analysis. LABORATORY TESTING Classification The field classification was verified through laboratory examination, in accordance with the Unified Soil Classification System. The final classification is shown on the enclosed Exploratory Logs. Moisture/Densitv The field moisture content and dry xmit weight were determined for each of the undisturbed soil samples. This information is useful in providing a gross picture of the soil consistency or variation Coast Geotechnical February 4,2004 W.O. P-400123 Page 7 among exploratory excavations. The dry unit weight was determined in pounds per cubic foot. The field moisture content was determined as a percentage of the dry imit weight. Both are shown on the enclosed Laboratory Tests Results and Exploratory Logs. Maximiun Drv Density and Optimum Moisture Content The maximum dry density and optimum moisture content were determined for selected samples of earth materials taken fi-om the site. The laboratory standard tests were in accordance with ASTM D-1557-91. The resuhs of the tests are presented in the Laboratory Test Resuhs. GEOLOGIC CONDITIONS The subject property is located in the Coastal Plains Physiographic Province of San Diego. The property is underlain at relatively shallow depths by Pleistocene terrace deposits. The terrace deposits are underlain at depth by Eocene-age sedimentary rocks which have commonly been designated as the Santiago Formation on published geologic maps. The terrace deposits are covered by soil deposits and, in part, by fill deposits. A brief description of the earth materials encountered on the site follows. Artificial Fill No evidence of significant fill deposits were observed on the site. Minor fill deposits, up to 1.0 foot, appear to be located along the north and western portion of the property. Additional minor fill deposits are present in and around the existing structures. The fill is composed of tan to brown silty fine and medium-grained sand in a moist and loose condition. Coast Geotechnical February 4,2004 W.O. P-400123 Pages Residual Soil Site exploration suggests the imderlying terrace deposits are blanketed by approximately 12 to 18 inches of brown fine and medium-grained sand. The soil is generally moist and loose. The contact with the underlying terrace deposits is gradational and may vary across the site. Terrace Deposits Underlying the surficial materials, poorly consolidated Pleistocene terrace deposits are present. The terrace deposits are composed of reddish brown slightly clayey, fine and medium-grained sand. The sediments grade to weakly cemented, tan, fine and medium-grained sand. Regionally, the Pleistocene sands are considered flat-lying and are underlain at depth by Eocene-age sedimentary rock units. Expansive Soil Based on our experience in the area and previous laboratory testing of selected samples, the fill deposits, residual soil and Pleistocene sands reflect an expansion potential in the low range. Groundwater No evidence of perched or high groimdwater tables were encountered to the depth explored. However, it should be noted that seepage problems can develop after completion of construction. These seepage problems most often result from drainage alterations, landscaping and over-irrigation. In the event that seepage or saturated groimd does occur, it has been our experience that they are most effectively handled on an individual basis. Coast Geotechnical February 4,2004 W.O. P-400123 Page 9 Tectonic Setting The site is located within the seismically active southern Califomia region which is generally characterized by northwest trending Quaternary-age fault zones. Several of these fault zones and fauh segments are classified as active by the Califomia Division of Mines and Geology (Alquist- Priolo Earthquake Fault Zoning Act). Based on a review of published geologic maps, no known faults transverse the site. The nearest active fault is the offshore Rose Canyon Fault Zone located approximately 4.4 miles west of the site. It should be noted that the Rose Canyon Fault is not a continuous, well-defined feature but rather a zone of right stepping en echelon faults. The complex series of faults has been referred to as the Offshore Zone of Deformation (Woodward-Clyde, 1979) and is not fiilly understood. Several studies suggest that the Newport-Inglewood and the Rose Canyon faults are a continuous zone of en echelon faults (Treiman, 1984). Further studies along the complex offshore zone of faulting may indicate a potentially greater seismic risk than current data suggests. Other faults which could affect the site include the Coronado Bank, Elsinore, San Jacinto and San Andreas Faults. The proximity of major faults to the site and site parameters are shown on the enclosed Seismic Design Parameters. Liquefaction Potential Liquefaction is a process by which a sand mass loses its shearing strength completely and flows. The temporary transformation of the material into a fluid mass is often associated with ground motion resulting from an earthquake. Coast Geotechnical February 4,2004 W.O. P-400123 Page 10 Owing to the moderately dense nature of the Pleistocene terrace deposits and the anticipated depth to groundwater, the potential for seismically induced liquefaction and soil instability is considered low. CONCLUSIONS 1) The subject property is located in an area that is relatively fi-ee of potential geologic hazards such as landsliding, liquefaction, high groimdwater conditions and seismically induced subsidence. 2) The existing fill, soil and weathered terrace deposits are not suitable for the support of proposed footings and concrete flatwork. These surficial deposits should be removed and replaced as properly compacted fill deposits in areas outside the proposed subterranean walls. 3) Disturbed soils resulting from the demolition of stmctures and utility lines should be removed and replaced as compacted fill, where applicable. 4) It is anticipated that the subterranean parking excavation will extend through the surficial deposits encountered on the site and into Pleistocene terrace deposits. However, if loose materials are encountered in the area of the proposed basement slab they should be compacted. All retaining wall footings should penetrate loose or weathered materials and founded the design depth into competent terrace deposits. Coast Geotechnical February 4,2004 W.O. P-400123 Page 11 RECOMMENDATIONS Building Pad-Removals/Recompaction If stmctural footings are planned outside the proposed subterranean walls, the existing fill, soil and weathered terrace deposits should be removed and replaced as properly compacted fill. All fill should be keyed and benched into the underlying terrace deposits. Removals should include the entire building pad, extending a minimum of 5.0 feet beyond the building footprint, where applicable. The depth of removals are anticipated to be on the order of 3.0 feet. However, deeper removals may be necessary due to demolition of stmctures and removal of existing utility lines. Most of the existing earth deposits are generally suitable for reuse, provided they are cleared of all vegetation, debris and thoroughly mixed. Prior to placement of fill, the base of the removal should be observed by a representative of this firm. Additional overexcavation and recommendations may be necessary at that time. The exposed bottom should be scarified to a minimum depth of 6.0 inches, moistened as required and compacted to a minimum of 90 percent of the laboratory maximum dry density. Fill should be placed in 6.0 to 8.0 inch lifts, moistened to approximately 1.0 - 2.0 percent above optimum moisture content and compacted to a minimum of 90 percent of the laboratory maximum dry density. Fill, soil and weathered terrace deposits in areas of proposed concrete flatwork and driveways should be removed and replaced as properly compacted fill. Imported fill, if necessary, should consist of non-expansive granular deposits approved by the geotechnical engineer. Coast Geotechnical February 4,2004 W.O. P-400123 Page 12 Temporary Slopes/Excavation Characteristics Temporary excavations should be trimmed to a gradient of 3/4:1 (horizontal to vertical) or less depending upon conditions encountered during grading. The Pleistocene terrace deposits are generally weakly cemented but may contain hard concretion layers. Based on our experience in the area, the sandstone is easily rippable with conventional earth moving equipment in good working order. Foundations The following design parameters are based on footings founded into non-expansive approved compacted fill deposits or competent terrace deposits. Footings for the proposed residences should be a minimum of 12 inches wide and founded a minimum of 12 inches and 18 inches below the lower most adjacent subgrade at the time of foundation constraction for single-story and two-story stmctures, respectively. A 12 inch by 12 inch grade beam should be placed across the garage opening. Footings should be reinforced with a minimum of four No. 4 bars, two along the top of the footing and two along the base. Footing recommendations provided herein are based upon underlying soil conditions and are not intended to be in lieu of the project stmctural engineer's design. For design purposes, an allowable bearing value of 1500 pounds per square foot may be used for foundations at the recommended footing depths. The bearing value may be increased to 2000 pounds per square foot for subterranean retaining wall footings. Coast Geotechnical February 4,2004 W.O. P-400123 Page 13 The bearing value indicated above is for the total dead and frequently applied live loads. This value may be increased by 33 percent for short durations of loading, including the effects of wind and seismic forces. Resistance to lateral load may be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.35 may be used with dead-load forces. A passive earth pressure of 300 povmds per square foot, per foot of depth of fill or terrace deposits penetrated to a maximum of 2000 poimds per square foot may be used. Slabs on Grade (Interior and Exterior) Slabs on grade should be a minimum of 4.0 inches thick and reinforced in both directions with No. 3 bars placed 16 inches on center in both directions. The slab should be underlain by a minimum 2.0-inch sand blanket. Where moisture sensitive floors are used, a minimum 6.0-mil Visqueen or equivalent moisture barrier should be placed over the sand blanket and covered by an additional two inches of sand. Utility frenches underlying the slab may be backfilled with on-site materials, compacted to a minimum of 90 percent of the laboratory maximum dry density. Slabs including exterior concrete flatwork should be reinforced as indicated above and provided with saw cuts/expansion joints, as recommended by the project stmctural engineer. All slabs should be cast over dense compacted subgrades. Coast Geotechnical February 4,2004 W.O. P-400123 Page 14 Retaining Walls Cantilever walls (yielding) retaining nonexpansive granular soils may be designed for an active- equivalent fluid pressure of 35 poimds per cubic foot. Restrained walls (nonyielding) should be designed for an "at-rest" equivalent fluid pressure of 58 pounds per cubic foot. Wall footings should be designed in accordance with the foundation design recommendations. All retaining walls should be provided with an adequate backdrainage system (Miradrain 6000 or equivalent is suggested). The soil parameters assume a level granular backfill compacted to a minimum of 90 percent of the laboratory maximum dry density. Settlement Characteristics Estimated total and differential settlement over a horizontal distance of 30 feet is expected to be on the order of 3/4 inch and Vz inch, respectively. It should also be noted that long term secondary settlement due to irrigation and loads imposed by stmctures is anticipated to be 1/4 inch. Seismic Considerations Although the likelihood of ground mpture on the site is remote, the property will be exposed to moderate to high levels of ground motion resulting from the release of energy should an earthquake occur along the numerous known and unknown faults in the region. The Rose Canyon Fault Zone located approximately 4.4 miles west of the property is the nearest known active fault and is considered the design earthquake for the site. A maximum probable event Coast Geotechnical February 4,2004 W.O. P-400123 Page 15 along the offshore segment of the Rose Canyon Fault is expected to produce a peak bedrock horizontal acceleration of 0.36g and a repeatable ground acceleration of 0.23g. Seismic Design Parameters (1997 Uniform Building Code) Soil Profile Type - Seismic Zone - 4 Seismic Source - Type B Near Source Factor (N J -1.1 Near source Acceleration Factor (NJ -1.0 Seismic Coefficients C, = 0.44 C, = 0.72 Design Response Spectrum = 0.652 T„ = 0.130 Nearest Type B Fault - 4.4 miles Preliminary Pavement Design The following pavement section is recommended for proposed driveways: 4.0 inches of asphaltic paving or 4.0 inches of concrete on 6.0 inches of select base (Class 2) on 12 inches of compacted subgrade soils Subgrade soils should be compacted to the thickness indicated in the stmctural section and left in a condition to receive base materials. Class 2 base materials should have a minimum R-value of 78 Coast Geotechnical February 4,2004 W.O. P-400123 Page 16 and a minimum sand equivalent of 30. Subgrade soils and base materials should be compacted to a minimum of 95 percent of their laboratory maximum dry density. The pavement section should be protected from water sources. Migration of water into subgrade deposits and base materials could result in pavement failure. Utility Trench We recommend that all utilities be bedded in clean sand to at least one foot above the top of the conduit. The bedding should be flooded in place to fill all the voids around the conduit. Imported or on-site granular material compacted to at least 90 percent relative compaction may be utilized for backfill above the bedding. The invert of subsurface utility excavations paralleling footings should be located above the zone of influence of these adjacent footings. This zone of influence is defined as the area below a 45 degree plane projected down from the nearest bottom edge of an adjacent footing. This can be accomplished by either deepening the footing, raising the invert elevation of the utility, or moving the utility or the footing away from one another. Drainage Specific drainage pattems should be designed by the project architect or engineer. However, in general, pad water should be directed away from foundations and around the stmcture to the street. Coast Geotechnical February 4,2004 W.O. P-400123 Page 17 Roof water should be collected and conducted to the street, via non-erodible devices. Pad water should not be allowed to pond. Vegetation adjacent to foundations should be avoided. If vegetation in these areas is desired, sealed planter boxes or drought resistant plants should be considered. Other alternatives may be available, however, the intent is to reduce moisture from migrating into foundation subsoils. Irrigation should be limited to that amount necessary to sustain plant life. All drainage systems should be inspected and cleaned annually, prior to winter rains. Geotechnical Observations Stmctural footing excavations should be observed by a representative of this firm, prior to the placement of steel and forms. All fill should be placed while a representative of the geotechnical engineer is present to observe and test. Plan Review A copy of the final plans should be submitted to this office for review prior to the initiation of constmction. Additional recommendations may be necessary at that time. LIMITATIONS This report is presented with the provision that it is the responsibility of the owner or the owner's representative to bring the information and recommendations given herein to the attention of the project's architects and/or engineers so that they may be incorporated into plans. Coast Geotechnical February 4,2004 W.O. P-400123 Page 18 If conditions encountered during constmction appear to differ from those described in this report, our office should be notified so that we may consider whether modifications are needed. No responsibility for constmction compliance with design concepts, specifications or recommendations given in this report is assumed unless on-site review is performed during the course of constmction. The subsurface conditions, excavation characteristics and geologic stmcture described herein are based on individual exploratory excavations made on the subject property. The subsurface conditions, excavation characteristics and geologic stmcture discussed should in no way be constmed to reflect any variations which may occur among the exploratory excavations. Please note that fluctuations in the level of groundwater may occur due to variations in rainfall, temperature and other factors not evident at the time measurements were made and reported herein. Coast Geotechnical assumes no responsibility for variations which may occur across the site. The conclusions and recommendations of this report apply as of the current date. In time, however, changes can occur on a property whether caused by acts of man or nature on this or adjoining properties. Additionally, changes in professional standards may be brought about by legislation or the expansion of knowledge. Consequently, the conclusions and recommendations of this report may be rendered wholly or partially invalid by events beyond our control. This report is therefore subject to review and should not be relied upon after the passage of two years. The professional judgments presented herein are founded partly on our assessment of the technical Coast Geotechnical February 4,2004 W.O. P-400123 Page 19 data gathered, partly on our understanding of the proposed constmction and partly on our general experience in the geotechnical field. However, in no respect do we guarantee the outcome of the project. This study has been provided solely for the benefit of the client and is in no way intended to benefit or extend any right or interest to any third party. This study is not to be used on other projects or extensions to this project except by agreement in writing with Coast Geotechnical. Coast Geotechnical February 4,2004 W.O. P-400123 Page 20 REFERENCES 1. Hays, Walter W., 1980, Procedures for Estimating Earthquake Ground Motions, Geological Survey Professional Paper 1114, 77 pages. 2. Kennedy, M.P., and Peterson, G.L., 1975, Geology of the San Diego Metropolitan Area, Califomia: Califomia Division of Mines and Geology, Bulletin 200, Plate 1 A. 3. Seed, H.B., and Idriss, I.M., 1970, A Simplified Procedure for Evaluating Soil Liquefaction Potential: Earthquake Engineering Research Center. 4. Tan, S.S., and Giffen, D.G., 1995, Landslide Hazards in the Northern Part of the San Diego Metropolitan Area, San Diego County, Plate 35A, Open-File Report 95-04, Map Scale 1:24,000. 5. Treiman, J.A., 1984, The Rose Canyon Fault Zone, A Review and Analysis, Califomia Division of Mines and Geology. MAPS/AERIAL PHOTOGRAPHS 1. Aerial Photograph, 1982, Foto-Map D-7, Scale 1 "=2000*. 2. Califomia Division of Mines and Geology, 1994, Fault Activity Map of Califomia, Scale 1 "=750,000'. 3. Conway and Associates, 2003, Topographic Map, 236 Date Avenue, Scale 1"=20'. 4. Geologic Map of the Oceanside, San Luis Rey and San Marcos 7.5' Quadrangles, 1996, DMG Open File Report 96-02. 5. U.S.G.S., 7.5 Minute Quadrangle Topographic Map, Digitized, Scale Variable. APPENDIX A • ! i LABORATORY TEST RESULTS TABLE I Maximum Dry Density and Optimum Moisture Content (Laboratory Standard ASTM D-1557-91) Sample Max. Dry Optimum Location Density Moisture Content (pcf) B-1 ® 0.5' -3.0' 128.4 10.2 TABLE II Field Dry Density and Moisture Content Sample Field Dry Field Moisture Location Density Content (pcf) % B-1 @ 2.0' 91.4 10.2 B-1 ® 4.0' 100.0 8.7 B-1 ® 6.0' 97.2 9.0 B-1 ® 8.0' 104 .4 7.5 B-1 ® 10.0 ' 95.3 5.6 B-1 ® 12.0 • 107.5 4.7 , B-1 ® 15.0 ' 108.1 4.2 B-2 @ 1.5' 100.7 5.1 B-2 ® 3.0' 123.7 8.0 B-2 ® 5.0' 118.1 7.3 B-2 @ 8.0' 116.3 8.5 B-2 ® 10.0 ' 104.7 7.9 B-2 @ 12.0 105.1 6.9 B-3 ® 3.0' 120 . 9 6.0 B-3 @ 6.0' 106.1 6.7 B-3 ® 9.0' 108.2 5.1 B-3 ® 12.0 ' 107.8 4.6 B-4 ® 2.0' 97.6 5.3 B-4 ® 4.0' 117.2 7.9 B-4 ® 6.0' 98.1 6.9 B-4 ® 8.0' 106.1 5.4 B-4 ® 10.0 106 .3 5.6 B-4 @ 12.0 104 . 0 7.4 P-400123 LOG OF EXPLORATORY BORING NO. 2 DRILL RIG: PORTABLE BUCKET AUGER BORING DIAMETER: 3.5" SURFACE ELEV.: 47' (Approximate) PROJECT NO. P-400123 DATE DRILLED: 12-11-03 LOGGED BY: MB 100.7 123.7 118.1 116.3 104.7 105.1 O 5.1 8.0 7.3 8.5 7.9 6.9 S O < g CO O I s I o CO — 2.00 43.( i I 47.00 O CO CO 0.00 SM 4S.( SM SM -GW 4.00 — 4i.oq 6.00 — 39.oq 8.00 - 37.oq to.oa 35.oa — 12.00 33.00 — 14.00 31.0Q 16.( GEOLOGIC DESCRIPTION FILL (af): Brown silty, fine and med.-grained sand, moist, loose SOIL (Qs): Brown fine and med.-grained slightly silty sand, moist, loose TERRACE DEPOSITS (Qt): Reddish bm.. fine and med-grained sand, moist Slightly clayey From 16.5' Grades to weakly cemented tan fine and med.-grained sand End of Boring @ 17' SHEET I OF 1 COAST GEOTECHNICAL LOG OF EXPLORATORY BORING NO. 3 DRILL RIG: PORTABLE BUCKET AUGER BORING DIAMETER: 3.5" SURFACE ELEV.: 47' (Approximate) PROJECT NO. P-400123 DATE DRILLED: I2-II-03 LOGGED BY: MB Q O o i u < CO 47.00 /—\ CO u CO CO GEOLOGIC DESCRIPTION 120.9 106.1 108.2 107.8 6.0 6.7 5.1 4.6 0.00 46.( SM SOIL (Qs): Brown fine and med.-grained slightly silty sand, moist, loose I CO X) O § S o I I I = 1.00 43.00 = 2.00 44.00 = 3.00 43.00 = 4.00 i 42.oq S.OO -4i.oq = 6.00 40.oq 7.00 = 39.oq 8.00 -38.oq 9.00 37.oq lo.od 36.oq ii.od 33.oq i2.od 34.001 SM -ow TERRACE DEPOSITS (Qt): Reddidi bm.. fine and med-grained sand, moist Slightly clayey Grades to weakly cemented tan fine and med.-grained sand = 13.( End of Boring @ 14' SHEET I OF I COAST GEOTECHNICAL LOG OF EXPLORATORY BORING NO. 4 DRILL RIG: PORTABLE BUCKET AUGER BORING DIAMETER: 3.5" SURFACE ELEV.: 47' (Approximate) PROJECT NO. P-400123 DATE DRILLED: 12-18-03 LOGGED BY: MB Cf o u I fli u •< CO g i I 47.00 CO CO GEOLOGIC DESCRIPTION 97.6 117.2 98.1 106.1 106.3 104.0 5.3 7.9 6.9 5.4 5.6 7.4 0.00 46. o I o z; 1.00 43.00 = 2.00 44.0C = 3.00 43.00 4.00 42.00 3.00 41.00 6.00 40.00 = 7.00 = 39.00 8.00 7~~ 38.00 9.00 = 37.00 = 10.00 1 36.00 11.00 33.00 12.00 34.0Q SM SOIL (Qs): Brown fine and med.-grained slightly silty sand, diy, loose Graditional Contact SM -OW TERRACE DEPOSITS (Qt): Reddish bm., fine and med-grained sand moist Slightly moist to 3', slighty clayey and moist below From 7' Grades to weakly cemented greyish tan fine and med.-grained sand 13.( End of Boring @ 14' SHEET I OF I COAST GEOTECHNICAL LOT 4 LOT 5 / r I r a o APPENDIX B A. */ *********************** * * * UBCSEIS * * * * Version 1.03 * * * *********************** COMPUTATION OF 1997 UNIFORM BUILDING CODE SEISMIC DESIGN PARAMETERS JOB NUMBER: P-400123 JOB NAME: PETERSON FAULT-DATA-FILE NAME: CDMGUBCR.DAT DATE: 01-13-2004 SITE COORDINATES: SITE LATITUDE: 33.1465 SITE LONGITUDE: 117.3410 UBC SEISMIC ZONE: 0.4 UBC SOIL PROFILE TYPE: SD NEAREST TYPE A FAULT: NAME: ELSINORE-JULIAN DISTANCE: 39.9 km NEAREST TYPE B FAULT: NAME: ROSE CANYON DISTANCE: 7.0 km NEAREST TYPE C FAULT: NAME: DISTANCE: 99999.0 km SELECTED UBC SEISMIC COEFFICIENTS: Na: 1.0 Nv: 1.1 Ca: 0.44 Cv: 0.72 Ts: 0.652 To: 0.130 SUMMARY OF FAULT PARAMETERS Page 1 1 APPROX. SOURCE 1 MAX. 1 SLIP 1 FAULT ABBREVIATED 1 DISTANCE TYPE 1 MAG. RATE . 1 TYPE FAULT NAME 1 (km) (A,B,C)1 (Mw) (imti/yr) 1 (SS,DS,BT) ROSE CANYON 1 7.0 B 1 6.9 1 1.50 1 SS NEWPORT-INGLEWOOD (Offshore) 1 8.3 B 1 6.9 1 1.50 1 SS CORONADO BANK 1 33.1 B 1 7.4 1 3.00 1 SS ELSINORE-TEMECULA 1 39.6 B 1 6.8 1 5.00 1 SS ELSINORE-JULIAN 1 39.9 A 1 7.1 1 5.00 1 SS ELSINORE-GLEN IVY 1 SS.2 B 1 6.8 1 5.00 1 SS PALOS VERDES 1 57.6 B 1 7.1 1 3.00 1 SS EARTHQUAKE VALLEY 1 70.8 B 1 6.5 1 2.00 1 SS NEWPORT-INGLEWOOD (L.A.Basin) 1 74.4 B 1 6.9 1 1.00 1 SS SAN JACINTO-ANZA 1 76.0 A 1 7.2 1 12.00 1 SS SAN JACINTO-SAN JACINTO VALLEY 1 76.9 B 1 6.9 1 12.00 1 SS CHINO-CENTRAL AVE. (Elsinore) 1 77.1 B 1 6.7 1 1.00 1 DS ELSINORE-WHITTIER 1 83.4 B 1 6.8 1 2.50 1 SS SAN JACINTO-COYOTE CREEK 1 84.9 B 1 6.8 1 4.00 1 SS ELSINORE-COYOTE MOUNTAIN 1 93.4 B 1 6.8 1 4.00 1 SS SAN JACINTO-SAN BERNARDINO 1 97.1 B 1 6.7 1 12.00 1 SS SAN ANDREAS - Southern 1 105.4 A 1 7.4 1 24.00 1 SS SAN JACINTO - BORREGO 1 107.0 B 1 6.6 1 4.00 1 SS SAN JOSE 1 110.4 B 1 6.5 1 0.50 1 DS CUCAMONGA 1 114.7 A i 7.0 1 5.00 1 DS SIERRA MADRE (Central) 1 114.8 B 1 7.0 1 3.00 1 DS PINTO MOUNTAIN 1 116.6 B 1 7.0 1 2.50 1 SS NORTH FRONTAL FAULT ZONE (West) 1 123.6 B 1 7.0 1 1.00 1 DS CLEGHORN 1 125.7 B 1 6.5 1 3.00 1 SS BURNT MTN. 1 126.3 B 1 6.5 1 0.60 1 SS RAYMOND 1 129.2 1 B 1 6.5 1 0.50 1 DS CLAMSHELL-SAWPIT 1 129.8 1 B 1 6.5 1 0.50 1 DS SAN ANDREAS - 1857 Rupture 1 130.6 1 A 1 7.8 1 34.00 1 SS EUREKA PEAK 1 130.8 1 B 1 6.5 1 0.60 1 SS NORTH FRONTAL FAULT ZONE (East) 1 132.1 1 B 1 6.7 1 0.50 1 DS VERDUGO 1 133.1 1 B 1 6.7 1 0.50 1 DS SUPERSTITION MTN. (San Jacinto) 1 133.2 1 B 1 6.6 1 5.00 1 SS HOLLYWOOD 1 136.2 1 B 1 6.5 1 1.00 1 DS ELMORE RANCH 1 139.0 1 B 1 6.6 1 1.00 1 SS SUPERSTITION HILLS (San Jacinto) 1 140.7 1 B 1 6.6 1 4.00 1 SS LANDERS 1 142.1 1 B 1 7.3 1 0. 60 1 SS HELENDALE - S. LOCKHARDT 1 143.0 1 B 1 7.1 1 0. 60 1 SS ELSINORE-LAGUNA SALADA 1 143.7 1 B 1 7.0 1 3.50 1 SS SANTA MONICA 1 143.8 1 B 1 6.6 1 1.00 1 DS MALIBU COAST 1 148.2 1 B 1 6.7 1 0.30 1 DS LENWOOD-LOCKHART-OLD WOMAN SPRGS 1 149.5 1 B 1 7.3 1 0. 60 1 SS BRAWLEY SEISMIC ZONE 1 153.8 1 B 1 6.5 1 25.00 1 SS SIERRA MADRE (San Fernando) 1 154.0 1 B 1 6.7 1 2.00 1 DS JOHNSON VALLEY (Northern) 1 154.6 1 B 1 6.7 1 0.60 1 SS EMERSON So. - COPPER MTN. 1 155.3 1 B 1 6.9 1 0.60 1 SS ANACAPA-DUME 1 156.8 1 B 1 7.3 1 3.00 1 DS SUMMARY OF FAULT PARAMETERS Page 2 1 APPROX. SOURCE 1 MAX. 1 SLIP 1 FAULT ABBREVIATED [DISTANCE TYPE 1 MAG. 1 RATE • 1 TYPE FAULT NAME 1 (km) {A,B,C)1 (Mw) 1 (itim/yr) 1 (SS,DS,BT) SAN GABRIEL 1 156.9 B 1 7.0 1.00 1 SS PISGAH-BULLION MTN.-MESQUITE LK 1 165.7 B 1 7.1 1 0.60 1 SS IMPERIAL 1 167.0 A 1 7.0 1 20.00 1 SS CALICO - HIDALGO 1 168.0 B 1 7.1 1 0.60 1 SS SANTA SUSANA 1 169.4 B 1 6.6 1 5.00 1 DS HOLSER 1 178.3 B 1 6.5 1 0.40 1 DS SIMI-SANTA ROSA 1 185.9 B 1 6.7 1 1.00 1 DS OAK RIDGE (Onshore) 1 186.7 B 1 6.9 1 4.00 1 DS SAN CAYETANO 1 195.1 B 1 6.8 1 6.00 1 DS GRAVEL HILLS - H7VRPER LAKE 1 195.9 B 1 6.9 1 0.60 1 SS BLACKWATER 1 211.0 B 1 6.9 1 0.60 1 SS VENTURA - PITAS POINT 1 214.1 B 1 6.8 1 1.00 1 DS SANTA YNEZ (East) 1 214.9 B 1 7.0 1 2.00 1 SS SANTA CRUZ ISLAND 1 223.1 B 1 6.8 1 1.00 1 DS M.RIDGE-ARROYO PARIDA-SANTA ANA 1 224.8 B 1 6.7 1 0.40 1 DS RED MOUNTAIN 1 228.2 B 1 6.8 1 2.00 1 DS GARLOCK (West) 1 231.2 A 1 7.1 1 6.00 1 SS PLEITO THRUST 1 236.5 B 1 6.8 1 2.00 1 DS BIG PINE 1 242.3 B 1 6.7 1 0.80 1 SS GARLOCK (East) 1 246.1 A 1 7.3 1 7.00 1 SS WHITE WOLF 1 257.1 B 1 7.2 1 2.00 1 DS SANTA ROSA ISLAND 1 258.0 B 1 6.9 1 1.00 1 DS SANTA YNEZ (West) 1 260.1 B 1 6.9 1 2.00 1 SS So. SIERRA NEVADA 1 270.6 B 1 7.1 1 0.10 1 DS LITTLE LAKE 1 275.4 B 1 6.7 1 0.70 1 SS OWL LAKE 1 276.9 B 1 6.5 1 2.00 1 SS PANAMINT VALLEY 1 277.1 B 1 7.2 1 2.50 1 SS TANK CANYON 1 277.6 B 1 6.5 1 1.00 1 DS DEATH VALLEY (South) 1 286.5 B 1 6.9 1 4.00 1 SS LOS ALAMOS-W. BASELINE 1 302.4 B 1 6.8 1 0.70 1 DS LIONS HEAD 1 319.9 1 B 1 6.6 1 0.02 1 DS DEATH VALLEY (Graben) 1 327.2 1 B 1 6.9 1 4.00 1 DS SAN LUIS RANGE (S. Margin) 1 329.5 1 B 1 7.0 1 0.20 1 DS SAN JUAN 1 330.1 1 B 1 7.0 1 1.00 1 SS CASMALIA (Orcutt Frontal Fault) 1 337.9 1 B 1 6.5 1 0.25 1 DS OWENS VALLEY 1 343.7 1 B 1 7.6 1 1.50 1 SS LOS OSOS 1 359.6 1 B 1 6.8 1 0.50 1 DS HOSGRI 1 365.7 1 B 1 7.3 1 2.50 1 SS HUNTER MTN. - SALINE VALLEY 1 370.4 1 B 1 7.0 1 2.50 1 SS INDEPENDENCE 1 379.6 1 B 1 6.9 1 0.20 1 DS RINCONADA 1 380.4 1 B 1 7.3 1 1.00 1 SS DEATH VALLEY (Northern) 1 380.5 1 A 1 7.2 1 5.00 1 SS BIRCH CREEK 1 435.8 1 B 1 6.5 1 0.70 1 DS SAN 7VNDREAS (Creeping) 1 436.6 1 B 1 5.0 1 34.00 1 SS WHITE MOUNTAINS 1 440.4 1 B 1 7.1 1 1.00 1 SS DEEP SPRINGS 1 459.0 1 B 1 6.6 1 0.80 1 DS SUMMARY OF FAULT PARAMETERS Page 3 APPROX. SOURCE MAX. SLIP FAULT ABBREVIATED DISTANCE TYPE MAG. RATE TYPE FAULT NAME (km) {A,B,C) (Mw) (mm/yr) (SS,DS,BT) DEATH VALLEY (N. of Cucamongo) 464.3 A 7.0 5.00 SS ROUND VALLEY (E. of S.N.Mtns.) 470.8 B 6.8 1.00 DS FISH SLOUGH 478.7 B 6.6 0.20 DS HILTON CREEK 496.9 B 6.7 2.50 DS ORTIGALITA 521.0 B 6.9 1.00 SS HARTLEY SPRINGS 521.2 B 6.6 0.50 DS CALAVERAS (So.of Calaveras Res) 526.6 B 6.2 15.00 SS MONTEREY BAY - TULARCITOS 529.2 B 7.1 0.50 DS PALO COLORADO - SUR 530.3 B 7.0 3.00 SS QUIEN SABE 539.8 B 6.5 1.00 SS MONO LAKE 557.1 B 6.6 2.50 DS ZAYANTE-VERGELES 558.3 B 6.8 0.10 SS SAN ANDREAS (1906) 563.5 A 7.9 24.00 SS SARGENT 563.6 B 6.8 3.00 SS ROBINSON CREEK 588.4 B 6.5 0.50 DS SAN GREGORIO 604.6 A 7.3 5.00 SS GREENVILLE 613.4 B 6.9 2.00 SS MONTE VISTA - SHANNON 613.7 B 6.5 0.40 DS HAYWARD (SE Extension) 613.8 B 6.5 3.00 SS ANTELOPE VALLEY 628.7 B 6.7 0.80 DS HAYWARD (Total Length) 633.5 A 7.1 9.00 SS CALAVERAS (No.of Calaveras Res) 633.5 B 6.8 6.00 SS GENOA 654.0 B 6.9 1.00 DS CONCORD - GREEN VALLEY 681.3 B 6.9 6.00 SS RODGERS CREEK 720.0 A 7.0 9.00 SS WEST NAPA 720.9 B 6.5 1.00 SS POINT REYES 738.9 B 6.8 0.30 DS HUNTING CREEK - BERRYESSA 743.4 B 6.9 6.00 SS MAACAMA (South) 782.8 1 B 6.9 9.00 SS COLLAYOMI 799.7 1 B 6.5 0. 60 SS BARTLETT SPRINGS 803.2 1 A 7.1 6.00 SS MAACAMA (Central) 824.4 1 A 7.1 1 9.00 SS MAACAMA (North) 883.9 1 A 1 7.1 1 9.00 1 SS ROXJND VALLEY (N. S.F.Bay) 890.1 1 B 1 6.8 1 6. 00 SS BATTLE CREEK 913.7 i B ! 6.5 1 0.50 1 DS LAKE MOUNTAIN 948.5 1 B 6.7 6.00 SS GARBERVILLE-BRICELAND 965.6 1 B 6.9 9.00 SS MENDOCINO FAULT ZONE 1021.9 1 A 7.4 35.00 DS LITTLE SALMON (Onshore) 1028.6 1 A 7.0 5.00 DS MAD RIVER 1031.4 1 B 1 7.1 1 0.70 DS CASCADIA SUBDUCTION ZONE 1035.6 1 A 1 8.3 1 35.00 DS McKINLEYVILLE 1041.8 1 B 1 7.0 1 0.60 1 DS TRINIDAD 1043.3 1 B 1 7.3 1 2.50 1 DS FICKLE HILL 1043.8 1 B 6.9 0.60 DS TABLE BLUFF 1049.2 1 B 7.0 1 0.60 DS LITTLE SALMON (Offshore) 1062.5 1 B 1 7.1 1 1.00 DS O • o a CO o CO LO csi o Csi in - o TJ c o o 0 CO o • •••• CL LO o o • o (6) uo!JBJ9|900V iBjpsds APPENDIX C GRADING GUIDELINES Grading should be performed to at least the minimum requirements of the governing agencies, Chapter 33 of the Uniform Building Code, the geotechnical report and the guidelines presented below. All of the guidelines may not apply to a specific site and additional recommendations may be necessary during the grading phase. Site Clearing Trees, dense vegetation, and other deleterious materials should be removed from the site. Non- organic debris or concrete may be placed in deeper fill areas under direction of the Soils engineer. Subdrainage 1. During grading, the Geologist and Soils Engineer should evaluate the necessity of placing additional drains. 2. All subdrainage systems should be observed by the Geologist and Soils Engineer during construction and prior to covering with compacted fill. 3. Consideration should be given to having subdrains located by the proj ect surveyors. Outlets should be located and protected. Treatment of Existing Ground 1. All heavy vegetation, rubbish and other deleterious materials should be disposed of off site. 2. All surficial deposits including alluvium and coUuvium should be removed unless otherwise indicated in the text of this report. Groundwater existing in the alluvial areas may make excavation difficult. Deeper removals than indicated in the text of the report may be necessary due to saturation during winter months. 3. Subsequent to removals, the natural ground should be processed to a depth of six inches, moistened to near optimum moisture conditions and compacted to fill standards. Fill Placement 1. Most site soil and bedrock may be reused for compacted fill; however, some special processing or handling may be required (see report). Highly organic or contaminated soil should not be used for compacted fill. 2. Material used in the compacting process should be evenly spread, moisture conditioned, processed, and compacted in thin lifts not to exceed six inches in thickness to obtain a uniformly dense layer. The fill should be placed and compacted on a horizontal plane, unless otherwise found acceptable by the Soils Engineer. (1) 3. If the moisture content or relative density varies from that acceptable to the Soils engineer, the Contractor should rework the fill until it is in accordance with the following: a) Moisture content of the fill should be at or above optimimi moisture. Moisture should be evenly distributed without wet and dry pockets. Pre-watering of cut or removal areas should be considered in addition to watering during fill placement, particularly in clay or dry surficial soils. b) Each six inch layer should be compacted to at least 90 percent of the maximum density in compliance with the testing method specified by the controlling governmental agency. In this case, the testing method is ASTM Test Designation D-1557-91. 4. Side-hill fills should have a minimum equipment-width key at their toe excavated through all surficial soil and into competent material (see report) and tilted back into the hill. As the fill is elevated, it should be benched through surficial deposits and into competent bedrock or other material deemed suitable by the Soils Engineer. 5. Rock fragments less than six inches in diameter may be utilized in the fill, provided: a) They are not placed in concentrated pockets; b) There is a sufficient percentage of fine-grained material to siirround the rocks; c) The distribution of the rocks is supervised by the Soils Engineer. 6. Rocks greater than six inches in diameter should be taken off site, or placed in accordance with the recommendations of the Soils Engineer in areas designated as suitable for rock disposal. 7. In clay soil large chunks or blocks are common; if in excess of six (6) inches minimum dimension then they are considered as oversized. Sheepsfoot compactors or other suitable methods should be used to break the up blocks. 8. The Confractor should be required to obtain a minimum relative compaction of 90 percent out to the finished slope face of fill slopes. This may be achieved by either overbuilding the slope and cutting back to the compacted core, or by direct compaction of the slope face with suitable equipment. If fill slopes are built "at grade" using direct compaction methods then the slope construction should be performed so that a constant gradient is maintained throughout construction. Soil should not be "spilled" over the slope face nor should slopes be "pushed out" to obtain grades. Compaction equipment should compact each lift along the immediate top of slope. Slopes should be back rolled approximately every 4 feet vertically as the slope is built. Density tests should be taken periodically during grading on the flat surface of the fill three to five feet horizontally from the face of the slope. (2) In addition, if a method other than over building and cutting back to the compacted core is to be employed, slope compaction testing diiring construction should include testing the outer six inches to three feet in the slope face to determine if the required compaction is being achieved. Finish grade testing of the slope should be performed after construction is complete. Each day the Contractor should receive a copy of the Soils Engineer's "Daily Field Engineering Report" which would indicate the results of field density tests that day. 9. Fill over cut slopes should be constructed in the following manner: a) All surficial soils and weathered rock materials should be removed at the cut-fill interface. b) A key at least 1 equipment width wide (see report) and tipped at least 1 foot into slope should be excavated into competent materials and observed by the Soils Engineer or his representative. c) The cut portion of the slope should be constructed prior to fill placement to evaluate if stabilization is necessary, the contractor should be responsible for any additional earthwork created by placing fill prior to cut excavation. 10. Transition lots (cut and fill) and lots above stabilization fills should be capped with a four foot thick compacted fill blanket (or as indicated in the report). 11. Cut pads should be observed by the Geologist to evaluate the need for overexcavation and replacement with fill. This may be necessary to reduce water infiltration into highly fractured bedrock or other permeable zones, and/or due to differing expansive potential of materials beneath a structure. The overexcavation should be at least three feet. Deeper overexcavation may be recommended in some cases. 12. Exploratory backhoe or dozer trenches still remaining after site removal should be excavated and filled with compacted fill if they can be located. Grading Observation and Testing 1. Observation of the fill placement should be provided by the Soils Engineer during the progress of grading. 2. In general, density tests would be made at intervals not exceeding two feet of fill height or every 1,000 cubic yards of fill placed. This criteria will vary depending on soil conditions and the size of the fill. In any event, an adequate number of field density tests should be made to evaluate if the required compaction and moisture content is generally being obtained. 3. Density tests may be made on the surface material to receive fill, as required by the Soils Engineer. (3) 4. Cleanouts, processed ground to receive fill, key excavations, subdrains and rock disposal should be observed by tiie Soils Engineer prior to placing any fill. It will be the Confractor's responsibility to notify the Soils Engineer when such areas are ready for observation. 5. A Geologist should observe subdrain construction. 6. A Geologist should observe benching prior to and during placement of fill. Utility Trench Backfill Utility trench backfill should be placed to the following standards: 1. Ninety percent of the laboratory standard if native material is used as backfill. 2. As an alternative, clean sand may be utilized and flooded into place. No specific relative compaction would be required; however, observation, probing, and if deemed necessary, testing may be required. 3. Exterior trenches, paralleling a footing and extending below a 1:1 plane projected from the outside bottom edge of the footing, should be compacted to 90 percent of the laboratory standard. Sand backfill, unless it is similar to the inplace fill, should not be allowed in these trench backfill areas. Density testing along with probing should be accomplished to verify the desired results. (4) City of Carlsbad Iding Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION 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: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: Commercial/Industrial: City Certification of Applicant Information: CRESCENT DEL SOL ESTATES PC070060 234,238,242,246,250,254,258,262 DATE AVENUE 206-080-25-00 LAGOON BREEZE DEV. CORP. 4 SFR WITH ONE 2DU. AND 4 CONDOS OVER PARKING GARAGE V-N 9 New Dwelling Units 28,756 Square Feet of Living Area in New Dwelling 640 Square Feet of Living Area in SDU Net Square Feet New Area Square Feet Floor Area SCHO Carlsbad Unifled School District 6225 El Camino Real Carlsbad CA 92009 (331-5000) TRICTS WITHIN THE CITY OF CARLSBAD Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (726-2170) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Contact: Nancy Dolce (By Appt. Only) Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) 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 Owmer 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 owngr/developer of the above described project(s), or that the person executing this declaration is authorized to sign on beljatfoftWe Owner. Signature: Revised 3/30/2006 Date: ^A./^^ 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 T'TLE WALTER FREEMAN ASSISTANT SUPERINTENDENT NAME OF SCHOOL DISTRICT CARLSBAD UNIFIED SCHOaDBTRICr 6225 EL CAMINO REAL CARLSBAD, CAS2009 DATE PHONE NUMBER ry, o o / w <r^ Revised 3/30/2006 City of Carlsbad Plumbing - Electrical - MechanicalWorhsheet QA /, Project Address: Permit No.: Of)61'^HW Information provided below refers to vworb being done on the above mentioned permit only. This form must be completed and returned to the Building Department before the permit can be issued. Building DepL Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains _J8 New building se\A;er line? ...... Ves X No Number of new roof drains? ^ install/alter water lin^? Number of new water heaters? ^ \ Number of new, relocated or replaced gas outlets? Number of new hose bibs? Upgrade existing panel? Ves No X From _Amps to ^Amps Number of new panels or subpanels? %- Single Phase Number of new amperes ^jQCy Three Phase Number of new amperes Three Phase 480 Number of new amperes Remodel (relocate existing outlets/switches or add outlets/switches)? Ves No X Number of new fumaces, A/C, or heat pumps? , ^ New or relocated duct work? Ves % No Number of new fireplaces? , Number of new exhaust fans? Relocate/install vent? ( Numt)er of new exhaust hoods? _J Number of new boilers or compressors? \:l.l.^.. Number of HP tOj A- City of Carlsbad Plumbing - Electrical - Medronlcal Worbiheet ./I , ^ Project Address: . Permit No. _iIML3iiiJ Infonnation provided below refen to worfo being done on the above mentioned permit only. This form must be completed and returned to the Building Department before the permit can be issued. Building [}ept Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains 1S New building sewer line? Ves X No Number of new roof drains? H Install/alter water line? .........sj^" Number of new water heaters? „ \ Number of new, relocated or replaced gas outlets? S Number of new hose bibs? 3 Upgrade existing panel? Ves_ From _Amps to_ Number of new panels or subpanels? No X Amps Single Phase Number of new amperes >L€)0 Three Phase Numt)er of new amperes Three Phase 480 Number of new amperes Remodel (relocate existing outlets/switches or add outlets/switches)? Ves No^ Number of new fumaces, A/C, or heat pumps? ^ New or relocated duct worb? Ves ^ No Number of new fireplaces? ^ Number of new exhaust fans? io Relocate/install vent? Number of new exhaust hoods? ,. j Numlser of new l3oilers or compressors?.. ....... Number of HP N)| A City of Carlsbad Plumbing - Electrical - MechanlcoKWorbsheefc /)f) O y PreiectAddre* ^5^11^ A^€ V^'^^ Permit No.: Information provided below refen to word being done on the above mentioned permit only. This form must be completed and returned to the Building Deportment before the permit can be issued. Building DepL FCDC (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains \h New building sewer line? Ves ^ No Number of new roof drains? ^ Install/alter water line? ^ |8'^ Number of new water heaters? „ \ Number of new, relocated or replaced gas outlets? & Number of new hose bibs? 3 Upgrade existing panel? Ves No. From _Amps to ^Amps Number of new panels or subpanels? Single Phase ....Number of new amperes "T-^O Three Phase Number of new amperes Three Phase 480 Number of new amperes Remodel (relocate existing outlets/switches or add outlets/switches)? Ves No X Number of new fumaces, A/C, or heat pumps? a New or relocated duct worb? . . .—. .....Ves ^ No Number of new fireplaces? Number of new exhaust fans? ^ Relocate/install vent? J. Number of new exhaust hoods? i Number of new bollen or compressors?.. .....V:^...|..>(^ Number of HP Kj|jq. City of Carlsbad Plumbing - Electrical -/ttechanlcaLWorteheet Z?/) _ Project Address: Permit No. Information provided below refen to worh being done on the above mentioned permit only. This form must be completed and returned to the Building Department before the permit con be issued. Building Dept Fcoc (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains 1> New building sewer line? Ves No Number of new roof dr<iins? Install/alter water line? Number of new water heaters? „ { Number of new, relocated or replaced gas outlets? ^ Number of new hose bibs? 3 Upgrade existing panel? Ves_ From _Amps to_ Number of new panels or subpanels? No_M_ ^Amps Single Phase Numlser of new amperes ^ Three Phase Number of new amperes Three Phase 480 Number of new amperes Remodel (relocate existing outlets/switches or add outlets/switches)? Ves No >< Number of new fumaces, A/C, or heat pumps? ^ New or relocated duct worb? Ves ^ No Number of new fireplaces? 3 Number of new exhaust fans? Relocate/install vent? I Number of new exhaust hoods? L- Number of new boilers or compressors? !^..L^. Number of HP rJ ^ City of Carlsbad Project AddiBa: SMVTW^mt. f>^^ Permit No. Cht^nX^^t^ (ntanwtfon prmMed below rvfm to beins done on the above mentioned permt only. Thii form must bo compitiod and ratumod to the Building Department before the permit can be issued. Budding DcpL FGRK (760) fiCOrSSSS Ntmiber of new or relooated Muoes, traps, or floor eboim New building sewer fhie? Ves Ntflniser of new roof drafrK?. lnstolt/aH»r water line? .... Number of new water heat«s7. Number of new, relocated or r^ilaced gas outtettf. Murrdier of new tiose k>fbs?.« 2L No Upgrodeexisting panel?. FTOTTT Numlser of new pcweborsubponds? SingtePhcKe Three Phase TlweePhoBe480... Ves _Amp5 to No Amps \ NumlMr of newaHMJeres^ \ 0 P Number of new orop«ies, Number of new amperes Remodei (relocate existing outlets/switches or add outlets/switches)? Ves No Number of new fumaces, A/C or heat pumps? New or relocated duct worti? Number of new fireplaces? Number of new exhaust fare? Relocate/install vent? Number of new exhaust hoods? Number of new boilers or compressors? .Ye$_A. No ...Nim^erefHP' 3^ City of Carlsbad Plumbing - Electrical - Mech^cal Worteheet ^/^ i / H Project Address: ifi XkXb • ^I. Permit No.: CMnm'kcj VjSlSf^ Information provided below refen to worh being done on the above mentioned permit only. This form must be completed and returned to the Building Department before the permit con be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains New building sewer line? Ves }C No Number of new roof drains?.—. ...... . .... ..... ... 3^ Install/alter water line? £[s!' Number of new water heaters?....... I Number of new, relocated or replaced gas outlets? ft Number of new hose bibs? 3 Upgrade existing panel? Ves No From __Amps to ^Amps Number of new panels or subpanels? ^ Single Phase Numiaer of new amperes O Three Phase Number of new amperes Three Phase 480 Number of new amperes Remodel (relocate existing outlets/switches or add outlets/switches)? Ves No V Number of new fumaces, A/C, or heat pumps? New or relocated duct work?... . .........—. VesX No Number of new fireplaces? 3 Number of new exhaust fans? Relocate/install vent? | Number of new exhaust hoods? Number of new boilers or compressors? K..V." Number of HP City of Carlsbad Plumbing - Electrical - MechanUfilMterhsheet /)/] ,— Project Address: _ Permit Nc C.f>tS1'2Q'<S' Information provided below refen to worh being done on the at>oue nwitioned permit only. This form must be completed and returned to the Building Department before the permit can be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains \^ New building sewer line? Vesy No Number of new roof drains? "4 Install/alter water line? ^l)^*' Number of new water heaters? \ Number of new, relocated or replaced gas outlets? Number of new hose bibs? 3 Upgrade existing panel? Ves No From _Amps to ^Amps Number of new panels or subpanels? ^ Single Phase Number of new amperes 'X Three Phase Number of new amperes Three Phase 480 Number of new amperes Remodel (relocate existing outlets/switches or add outlets/switches)? Ves No_><_ Number of new famaces, A/C, or heat pumps? New or relocated duct worh? Ves ^ No Number of new fireplaces?... 3^ Number of new exhaust fans? Relocate/install vent? ( Number of new exhaust hoods? 1 Number of new boilers or compressors? Number of HP k) | City of Carlsbad Plumbing - Electrical - MechdfSiolJWorhslw^ ffj t jl Project Address: _ Permit No.: CW^"^ P<4^<^ Infonnation provided below refen to worh being done on tlie above mentioned permit only. This form must be completed and returned to the Building Department before the permit can be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains New building sewer line? Ves X No Number of new roof drains? 3 Install/alter water line? ^/fi'^ Number of new water heaters?............ .. .... . . . I S Number of new, relocated or replaced gas outlets? Number of new hose bibs? 3 Upgrade existing panel?..... . ...—..... .—... .............. Ves_ From _Amps to_ Number of new panels or subpanels? NoJ^ ^Amps Single Phase Number of new amperes JLCQ Three Phase Number of new amperes Three Phase 480 Number of new amperes Remodel (relocate existing outlets/switches or add outlets/switches)? Ves No X Number of new famaces, A/C, or heat pumps? New or relocated duct worh? Ves X. No Number of new fireplaces? Number of new exhaust fans? Relocate/install vent? i Number of new exhaust hoods? 1 Numi3er of new Ixjilers or compressors?..., ...........4.k.......„.., Number of HP "^jW City of Carlsbad Plumbing - Electrical - MechqKicjciLWoriHh Project Address: Permit No.: ClMl 2^9-7 Information provided t>elow refen to worh being done on the above mentioned permit only. This form must be completed and returned to the Building Department before the permit can be issued. Building Dept Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains Ag> New building sewer line? Ves^ No Number of new roof drains? X. Install/alter water line? ^Ib^ ^ Number of new water heaters? \ Number of new, relocated or replaced gas outlets? S Number of new hose bibs? ^ Upgrade existing panel? .. Ves No X From__; _Amps to ^Amps Number of new panels or subpanels? ^ Single Phase Number of new amperes "2^0^ Three Phase Number of new amperes Three Phase 480 Number of new amperes Remodel (relocate existing outlets/switches or add outlets/switches)? Ves No y Number of new famaces, A/C, or heat pumps? New or relocated duct worb? Ves X No Numlaer of new fireplaces? 3v Number of new exhaust fans? , ........ Relocate/install vent? _| . Numiser of new exhaust hoods? _J Numiser of new boilers or compressors? Numfc)er of HP K)|Q. S.N -a c. Ol k> CO O CO CD 00 te Cb. FS. CO to 1^ 00 o V r cn m > cS'\-^ CD O) > 31 8 Z w X m m D O TI S m o • C w ^ 2 • $ Ti m 9 5 o CO S 12^ o o 6 r T1 n 3 Nj u q _i m < ai< z c I o O 03 m CO 7^ 06-01-2012 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Cliecl( Revision Permit No:PCR07193 Building Inspection Request Line (760) 602-2725 Job Address; Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 234 DATE AV CBAD PGR 2060802500 $0.00 Lot #: 0 Construction Type: NEW CB060163 CRESCENT DEL SOL-REVISE STAIRS FOOTING CHANGE @ WEST EXTERIOR STAIRWELL Status: Applied: Entered By: Plan Approved; issued: Inspect Area: Applicant: LAGOON BREEZE DEVELOPMENT CORP 7237 SANDERLING CT CARLSBAD CA 92011 ISSUED 11/09/2007 RMA 11/30/2007 11/30/2007 Owner: LAGOON BREEZE DEVELOPMENT CORP 7237 SANDERLING CT CARLSBAD CA 92011 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $240.00 ?? $0.00 Total Fees: $240.00 Total Payments To Date: $240.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively refen-ed to as "fees/exactions." You have 90 days from the date this permit was issued to protest Imposition of these fees/exactions, if you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required infomation with the City Manager for processing In accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annui their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously othenwise expired, City of Carlsbad Plan ChecIc Revision No. Project Address Building Department Original Plan Check No Date • CJHDI^? Contact kJc^ytJ't Ql^^^ Address. General Scope nfwnrk U)-e^s-b 5VcJ><-tA>xLg-Q r<.<^e<>\A Original plans prepared by an arciiitect or engineer, revisions must be signed & stamped by tliat person. 1 Elements revised: 15 Plans • Calculations • Soils • Energy • Other : 2 Describe revisions In detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets 5 Does this revision, in any way, alter the exterior of the project? • Yes 6 Does this revision add ANY new floor area(s)? • Yes U^NO 7 Does this revision affect any fire related issues? • Yes 0^o S Is this a compile set?___^^^^j- • No 1635 Faraday Avenue, g^sbad, CA 92008 No Phone: 760-602-2717/2718/2719/2721 Fax: 760-602-8558 EsGil Corporation In Partnership with government for (BuiUing Safety DATE: 11/28/07 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 060163 rev#4(PCR07193) SET: I PROJECT ADDRESS: 234 Date Ave. PROJECT NAME: Crescent Del Sol Estate 8 Condoxainium Foundation Only Revision • APf JURR 5LAN REVIEWER • FILE 3 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. I I The applicant's copy of the check list has been sent to: 1X1 Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been cpmpleted. Person contacted: Telephone #: Date contacted: Mail Telephone • REMARKS: By: David Yao (by: ) Fax In Person Fax #: Esgil Corporation • GA • MB • EJ • PC Enclosures: original approved plan (060163) 11/19 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 City of Carlsbad 060163 rev#4(PCR07193) •11/28/07 VALUATION AND PLAN CHECK FEE 1 JURISDICTION: City of Carlsbad rev#4(PCR07193) PREPARED BY: David Yao BUILDING ADDRESS: 234 Date Ave. BUILDING OCCUPANCY: PLAN CHECK NO.: 060163 DATE: 11/28/07 TYPE OF CONSTRUCTION: BUILDING 1 PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) 1 1 foundation revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance [ • Plan Check Fee by Ordinance $240.00 Type of Review: I I Repetitive Fee Repeats • Complete Review • Other [7] Hourly • Structural Only Hours Esgil Plan Review Fee $192.00 * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc 07-23-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR08074 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 234 DATE AV CBAD PGR 2060802500 $0.00 Lot#: 0 Construction Type: NEW CRESCENT DEL SOL ESTATES DEFERRED TRUSS SUBIVIITTAL FOR ALL BUILDINGS Status: ISSUED Applied: 07/10/2008 Entered By: Plan ApjJroved: RMA 07/23/2008 Issued: 07/23/2008 Inspect Area: Applicant: WAYNE BLASS Owner: LAGOON BREEZE DEVELOPMENT CORP 760 918-0012 7237 SANDERLING CT CARLSBAD CA 92011 Plan Checl^ Revision Fee Additional Fees $480.00 $0.00 Total Fees: $480.00 Total Payments To Date: $480.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project Includes the "Imposition" of fees, dedications, resewations, or other exactions hereafter collectively referred to as fees/exactions.' You have 90 days from the date this pemiit was Issued to protest Imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth In Government Code Section 66020(a), and file the protest and any other required Information with the City Manager for processing In accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees In connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has orevlouslv othenwise expired. City of Carlsbad Building Department Plan Check Revision No. PC^p//) 7'V nrigln.lPl.nrhPrl,Nn/^g^7/'^^^ Project Address Contact. Address /^^J*? >U/f^//^^^ ^W^W APN Business at this address_ General Scope of Work. Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: • Plans • Calculations • Soils • Energy • Other 2 Describe revisions in detail 3 List page(s) wliere each revision is sliown 4 List revised sheets that replace existing sheets 5 Does this revision, in any way, alter the exterior of the project? • Yes 6 Does this revision add ANY new floor areafs)? • Yes T Does this revision affect any fire related issues? • Yes 8 Is this a corTk)lete set-thatJeSTaces the original permitted set? • Yes >^SIgnatur 1635 Faraday Avi No No No ^No , Carlsbad, CA 92008 Phone: 760-602-2717/2718/2719/7541 Fax: 760-602-8558 —^ EsGil Corporation In Partnership vfith government for <Su.iC(Cing Safety DATE: JULY 17, 2008 n AB^HgANT JURISDICTION: CARLSBAD •• PI AN REVIEWER (fg FILE^ PLAN CHECK NO.: PC07-0060 (REV. # 2) - PCR08-74 SETTI PROJECT ADDRESS: 234-262 DATE AVENUE PROJECT NAME: Crescent Del Sol Estate (2-Duple2Ees & 4-SFR Over Subterranean Parking) ^ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to foiward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Wayne Blass 7237 Sanderling Ct., Carlsbad, Ca 92011 Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Wayne Blass Telephone #: 760-918-0012 Date contacted: (by: ) Fax #: 760-918-1996 Mail Telephone Fax In Person ^ REMARKS: Roof truss package (defered submittal) under this permit. By: Ali Sadre Enclosures: Esgil Corporation • GA • MB • EJ • PC 7/14 tmsmU.dot 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 .^RLSBAD PC07-0060 (REV. # 2) - PCR08-74 JULY 17, 2008 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD # 2) - PCR08-74 PLAN CHECK NO.: PC07-0060 (REV. DATE: JULY 17, 2008 PREPARED BY: Ali Sadre BUILDING ADDRESS: 234-262 DATE AVENUE BUILDING OCCUPANCY: R3/S3 TYPE OF CONSTRUCTION: VN/I-Fr./SPR. BUILDING PORTIQM AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) PLAN REVISIONS Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance $480.00 Type of Review: I I Repetitive Fee Repeats • Complete Review • Other • Hourly • Structural Only Hours * Esgil Plan Review Fee $384.00 Based on houriy rate Comments: Sheet 1 of 1 macvalue.doc << <^ 5^ •—i BRACING WOOD TROSSES: COMMENTARY AND RECOMMENDATIONS © TRUSS PLATE INSTITUTE, INC., 1976 INTRODUCTION In recognition of the inherent safety of a properly braced roof system, the apparent lack of knowledge of how, when, and where to install adequate bracing, and in the interest of public safety, the Truss Plate Institute, Inc., in consultation with its Component Manufacturers Council membership, has undertaken the preparation of these recommendations. Substantial concentrated study and deliberative review by the TPI Technical Advisory Committee (comprising a membership of the chief structural engineers of member plate manufacturing companies, representatives of the academic community, and independent consulting engineers) have devoted to this effort. Consultation with the TPI Component Manufacturers Council has resulted in bringing practical field handling and erection problems into a sharper focus. Inclusion of the tentative recommendations for on-site handling and erection procedures is one direct result of the consultations. It is planned to study further and enlarge upon these tentative recommendations. While the recommendations for bracing contained herein are technically sound, it is not intended that they be considered the only method for bracing a roof system. Neither should these recommendations be interpreted as superior to or a standard that would necessarily be preferred in lieu of an architect's or engineer's design for bracing for a particular roof system. These recommendations for bracing wood trusses originate from the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of responsibilities involved, be presented only as a guide for the use of a qualified building designer, builder, or erection contractor. Thus, the Truss Plate Institute expressly disclaims any responsibility for damages arising from the use application, or reliance on the recommendations and information contained herein by building designer or by erection contractors. Continuous lateral bracing as required (part of truss design) Figure 1(b) and 1 (c) Figure 1 (a) \ I 11 ttl 11 ll ll 1 tH ^ 11 M '( / I \ 1 f (t - Compression webs: before and after buckling. - Continuous lateral bracing maintains spacing, but permits lateral buckling of all web members at the same lime Figure 1(b) It is recommended that diagonal bracing (minimum 2-inch thick nominal lumber) be installed at approximately a 45 degree angle to the lateral brace. Diagonal bracing should be attached to the opposite side of the same member required lateral bracing. This bracing may be continuous or intermittent at the building designer's option; however, it is recommended that intermittent spacing not exceed 20 feet, or twice the horizontal run of the diagonal bracing. 4 However carefully wood trusses are designed and fabricated, all this is at stake in the final erection and bracing of a roof or floor system. It is at this critical stage of construction that many of the really significant design assumptions are either fulfilled or ignored. If ignored, the consequences may result In a collapse of the structure, which at best Is a substantial loss of time and materials, and which at worst could result in a loss of life. The Truss Plate Institute "Design Specifications for Light Metal Plate Connected Wood Trusses" are recommended for the design of individual wood trusses as structural components only. Lateral bracing, as may be required by design to reduce buckling length of individual truss members, is a part of the wood truss design and is the only bracing that will be specified on the truss design drawings. Lateral bracing is to be supplied in the size specified and installed at the location specified on the truss design drawings by the builder or erection contractor. The building designer or inspector must ascertain that the specified lateral bracing is properly installed and that this bracing is sufficiently anchored or restrained by diagonal bracing to prevent its movement. Special design requirements, such as wind bracing, portal bracing, seismic bracing, diaphragms, shear walls, or other load transfer elements and their connections to the wood trusses must be considered separately by the building designer. He shall determine size, location, and method of connecting for diagonal bracing as needed to resist these forces. Diagonal or cross bracing is recommended in the plane formed by the top chords, in the plane formed by the bottom chords and perpendicular to the truss web members, as needed for the overall stability of the entire structure. Truss bracing and connection details should be shown on the building designer's framing plan as part of the design drawings. Bracing materials are not usually furnished as part of the wood truss package, and should be provided by the builder or erection contractor The builder or erection contractor is responsible for proper wood truss handling and for proper temporary bracing. He must assure that the wood trusses are not structurally damaged during erection and that they are maintained in alignment before, during, and after installation. Temporary or erection bracing may follow, but not necessarily be limited to, the building designer's framing plan. It is recommended that erection bracing be applied as each tmss is placed in position. 2 Sfieathing -Anchorage (by building designer) into solid end wall - restrains lateral bracing, thereby preventing web buckling. Continuous lateral bracing. Compression web -Ceiling Figure 1(c) \ , -— • Compression web-sloping or vertical Continuous lateral bracing. • Diagonal brace nailed to opposite side of web prevents lateral movement and sfiould be repeated at approximately 20 feet intervals. Figure 1 (d) - Ceiling STAGE TWO: During Truss Erection the builder or erection contractor must take adequate precautions to assure that the wood trusses are not structurally damaged. Proper rigging, including the use of spreader bars and multiple pick-up points, where required, is necessary to prevent damage during handling; tentative recommendations are presented in the Appendix hereto. It is most important to brace the first truss at the end of the building securely. All other trusses are tied to the first truss, thus the The design of wood trusses in accordance with TPI design criteria assumes: 1. Truss members are initially straight, uniform in cross section, and uniform in design properties. 2. Trusses are plane structural components, installed vertically, braced to prevent lateral movement, and parallel to each other at the design spacing. 3. Truss members are pinned at joints for determination of axial forces only. 4. There is continuity of chord members at joints for determination of moment stresses, 5. Compression members are laterally restrained at specific locations or intervals, 6. Superimposed dead or live loads act vertically, wind loads are applied normal to the plane of the top chord, and concentrated loads are applied at a point. 7. In addition to the lateral bracing specified by the truss designer, the building designer will specify sufficient bracing at right angles to the plane of the truss to hold every truss member in the position assumed for it in design. 8. The building designer (not the truss designer) will specify sufficient bracing and connections to withstand lateral loading of the entire structure. The theory of bracing is to apply sufficient support at right angles to the plane of the truss to hold every truss member in the position assumed for it in design. This theory must be applied at three stages. STAGE ONE: During Building Design and Truss Design individual truss members are checked for buckling, and lateral bracing is specified as required for each truss member. The building designer must specify how this lateral bracing is to be anchored or restrained to prevent lateral movement should all truss members, so braced, tend to buckle together as shown in Figure 1(b). This may be accomplished by: 1. Anchorage to solid end walls (Figure 1 (c)), 2. Diagonal bracing in the plane of web members (Figure 1 (d)). 3. Other means as determined by the building designer. NOTE: Locate ground braces for first truss directly in line with all rows of top chord continuous lateral bracing (either temporary or permanent) Figure 2(a) Ground brace First truss to be well braced before erection of additional units Bearing for trusses Ground stakes Figure 2(b) End diagonals to ground stakes bracing system depends to a great extent on how well the first truss is braced. One satisfactory method is for the first truss top chord to be braced to a stake driven into the ground and securely anchored. The ground brace itself should be supported as shown in Figure 2 or it is apt to buckle. Additional ground braces, in the opposite direction, inside the building are also recommended. The ground braces should be located directly in line with all rows of top chord continuous lateral bracing. Otherwise, the top chord of the first truss can bend sideways and allow the trusses to shift. This shift, however slight, puts a tremendous strain on all connections of the bracing system, i.e., the weight of the trusses would then be added to any wind force or construction load such as bundles of plywood or roof shingles tending to tip the trusses over All nailing of bracing should be done so that if the trusses should tend to buckle or tip, the nails will be loaded laterally, not in withdrawal. It is not recommended to nail scabs to the end of the building to brace the first truss. These scabs can break off or pull out, thus allowing a total collapse. As trusses are set in place, the builder or erection contractor must apply sufficient temporary bracing to hold the trusses plumb, in alignment and in a safe condition until the permanent bracing, decking and/or sheathing can be installed. Temporary bracing should be not less than 2x4 dimension lumber and should be as long as practical for handling. The use of short spacer pieces of lumber between adjacent trusses is not recommended, unless used temporarily in preparation for immediate installation of longer continuous bracing (8-feet minimum length). Temporary bracing lumber should be nailed with two double headed 16d nails at every intersection with the braced member. Pre-assembly of groups of trusses, on the ground, into structurally braced units which are then lifted into place as assemblies is an acceptable alternate to the one-at-a-time method. Exact spacing between trusses should be maintained as bracing is installed to avoid the hazardous practice of removing bracing to adjust spacing as sheathing is applied. This act of "adjusting spacing" can cause trusses to topple if a key connection is removed at the wrong time. Truss bracing must be applied to three planes of reference in the roof system to insure stability: 1. Top chord (sheathing) plane, 2. web member plane or vertical plane perpendicular to trusses, and 3, bottom chord (ceiling) plane. 1. Top Chord Plane. Most important to the builder or erection contractor is bracing in the plane of the top chord. Truss top chords are susceptible to lateral buckling before they are braced or sheathed. It is recommended that continuous lateral bracing be installed within 6 inches of the ridge line or center line and at approximately 8 feet to 10 feet intervals between the ridge line of sloped trusses or center line of flat trusses and the eaves. For double member trusses this spacing between laterals may be increased to 12 feet to 14 feet. Diagonals, located between the lateral bracing and set at approximately 45 degree angles, form the triangles required for stability in the plane of the top chord. NOTE: Long spans or heavy loads may require closer spacing between lateral bracing and closer intervals between diagonals. Figure 3(a) illustrates temporary bracing in the plane of the top chord for gable trusses If possible, the continuous lateral bracing for the top chord should be placed on the underside of the top chord so that it will not have to be removed as the plywood decking is applied. The trusses are then held securely even during the decking process. It is equally important for the builder or erection contractor to install bracing in the plane of the top chord for flat roof or floor trusses. The use of a similar bracing pattern is recommended for all flat trusses. Particular attention is directed to bracing at the end of flat trusses as shown in Figure3(b). 2. Web Member Plane. It is also necessary to install temporary bracing in the plane of the web members. This bracing is usually - - For single member truss (1 7= inch thickness) For double member truss (3 inch thickness) - Located within 6 inches of ridge line Repeated diagonals at approximately 20 feet intervals NOTE: Long span trusses may require closer spacing. Figure 3(a) Spacing same as [ I for gable trusses Repeat diagonals at approximately ~~ feet intervals. Figure 3(b) installed at the same locations specified on the architectural plan for permanent bracing, and may become part of the permanent bracing. It is recommended that diagonal bracing be added at each web member requiring continuous lateral bracing. If none is specified, it is recommended that it be placed at no greater than 16 feet intervals along the truss length for roof trusses and 8 feet intervals for floor trusses. It is not generally necessary for diagonal bracing to run continuously for the full length of the building but it is recommended that the spacing between sets of diagonal bracing not exceed 20 feet, or twice the horizontal run of the diagonal bracing. Rows of 2x6 strong-backs may also be used to brace floor trusses where diagonal bracing is impractical. Figure 4(a) illustrates diagonal bracing in the plane of the web members; Figure 4(b) illustrates the lateral movement that may occur if lateral bracing is used without diagonal bracing. 3. Bottom Chord Plane, In order to hold proper spacing on the bottom chord, temporary bracing is recommended in the plane of the bottom chord. Continuous lateral bracing at no greater than 8 feet to 10 feet on centers along the truss length is recommended full length of the building, nailed to the top of the bottom chord. Diagonal bracing 9 -n CO Q> o x o CO 01 O CD CO -f. o) cb to rvj 00 cn -ij <^ CO cn SSI-3 cn M p o fl: > 3- g CO o> 35 -n CD 01 o X cn S CO M _i • O 3 22 > 5* CO cn CO 2 S3 CD > TI m cij = ::q CD Q. 3 a. CD CO C» CO J> CD si CO c. to o -TI cn Q] CO cn 2 cn • < CO = ^ CO O cn CD & O o o > r-03 > P o > CO ho o o CO T3 :xi o m o m o m < m 1— O m 70 0 o o 03 m m M m o m < m f— O TJ s m z —I o o ;o TO tn c o-3 s i" 5 I a> K" o cr 5P IU 55" o 3- 5" o (n <t> o> 3-(D <D Ol IU 3 o s- 3 o •-*> Ol )S ^ 3-O 3 §- a a CD Cr •8 CD O 3 CL f C (/i Q. n> 3 (/) I <5' 3 3* <D Ol 3- CD a in 3- •§ t 3 s c TJ Si § m cn m m > CO ^ o cn TJ c m > rn cn tn o o S S = _ z s z ^ ra o =j > ^ 3: 3: F 6 > m c= 5 -< S cn O ra rn *" ^ m cn — m 70 CO X m cn 70 m o O P X 03 po b CO CO o ^ cn CO m CO 2 z z ''i EH o m ^ 2 s z CD O pa 5 ui m "O m > < z — to o > m cn ro -< O CD CO m to o HANSON TRUSS, INC. GENERAL NOTES 1. No splices except as noted on truss drawings. 2. Panel point locations shall be equal divisions unless noted or dimensioned othenwise. 3. Gusset plates shall be installed on each side of all joints and shall not be installed where knots or wane are greater than 10% of plate area. 4i Gusset plates shall be centered on joints unless noted or dimensioned otherwise. 5. Truss designs shall comply with ANSI/T.P.I - 1-2002 unless noted othenwise. 6. All gusset plates are 20 gauge and stamped TP. Unless noted otherwise. 7' All hangers specified are Simpson strong-tie or equal and are provided by others unless noted otherwise. 8. All trusses are spaced at 24" on center unless dimensioned otherwise. 9. Moisture content in the lumber used may exceed 19% al the time of fabrication, i A 20% reduction in plate values has been used. 10. The Hanson Truss, Inc., engineering program is in compliance with section 2321 of the U.B.C. Ail heel joint connections are designed using an analysis considering the vector sum of concentric and eccentric loads. 11. All nails specified are to be box nails or better. ABBREVIATIONS B.e. Bottom Chord MGOV. Mono gable over BIO By Others O.A.H.S. Overall heel stand BKG Backing 00 On Center BLK. Blocking PLF Pound per linear foot en/i. Beam Ply One truss of a multiple-truss assembly BRG. Bearing Rbdg Repetitive bending factor CBO Conventional framing by others S.B ' Setback DBL Double member Sc. Scissor (sloped or vaulted) DR. BM. Drop Beam ScBKG Scissor Backing FILL Vertical @ 16" o.c ScGET Scissor gable end truss FL. BIW. Flush Beam SOF. Soffit (Non-structural) GET Gable end truss SPL. Splice GIR Girder truss STB. Stub GOV. Gable over TO. Top chord. HGR Hanger(s) U.N.O. Unless noted othenwise INV. GOV. Inverted gable over w/ With JKS Jacks w/o With out MBKG Mono Backing MGET Mono gable end truss BASE DESIGN VALUES FOR VISUALLY GRADED LUMBER SPECIES & COMMERCIAL GRADES SIZE CLASSIFICATION X25.4 for mm bending Fi, Tension Parallel To grain Fi Shear Parallel to grain F, Compression Perpendicular to grain Fc ^ Compression Parallel to grain Fc Modulus of Elasticity £ GRADING , RULES AGENCY DOUGLAS FI] R LARCH Select Struct. 1.500 1000 95 625 1.700 1.900,000 WCLIB WWPA No1 & Better 2" to 4" thick 1200 800 95 625 1550 1,800.000 WCLIB WWPA No1 1,000 675 95 625 1500 1,700.000 WCLIB WWPA No2 2" and wider 900 575 95 625 1350 1,600,000 WCLIB WWPA Stud i 700 450 95 625 850 1,400,000 WCLIB WWPA Construclibn 2" to 4" thicker 1,000 650 95 625 1650 1,500,000 WCLIB WWPA Standarci 575 375 95 625 1400 1,400,000 WCLIB WWPA AR;NOTES/June2007 CD > CD I I I I 73t/)CA)t/)> OD \ O I I I n < S c/)mO > I -n H> z -0 o • I z o m 8'-0" SPAN r-6' CT. 15'-0" SPAN 15'-0" SPAN 8'-0" SPAN 7^ 15'-0" SPAN LAGOON BREEZE DEV. CORP. CRESCENT DEL SOL ESTATES DRAWN BY JE FILENAME PL1AB 02/05/OS SCALE 1/8"=r-0" A/B HANSON TRUSS, MC HANSON TRUSS, INC. AND ANTHONY A. RUBALCAVA ACCEPT NO RESPONSIBILITY FOR THE ACCURACY, STRUCTURAL ADEQUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY FABRICATED BY HANSON TRUSS, INC. NULL AND VOIP IF NOT FABRICATED BY HANSON TRUSS. INC o ro > IIII <^71 CD O I I I -j-.Ol m < 2 to m O ;oo > I "n H> z T) o • I O h c z o z o m JACKS 0/FLR JOIST BELOW 25" HEEL 17'-0' SPAN B'-O' SB o UGOON BREEZE DEV. CORP. CRESCENT DEL SOL ESTATES DRAWN BY JE FILENAME PL2A 02/05/OS 1/8"=l'-0" HANSON TRUSS, INC HANSON TRUSS. INC. AND ANTHONY A. RUBALCAVA ACCEPT NO RESPDNSIBILITY FOR THE ACCURACY, STRUCTURAL ADEQUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY FABRICATED BY HANSON TRUSS, INC. 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O b cn CL @ X cn O O n AB COMPRESSION WEB BRACING Dr?AWN RY P. DAVID FILENAME MS-COMP-BRAC.Dwg r11-15-OC HANSON TRUSS, INC HANSON TRUSS. INC. AND ANIHONY A. RUBAICAVA ACCEPT MO RESPONSIBILITY FOR IHE ACCURACY, SIRUCTURAL ADEQUACY OR ANY OIHER fL4IURE OF THIS DESIGN UNLESS SPECIFICALLY FA!3RICAIED BY HANSON 1RUSS, INC. NULL AND VOID IF=^ NOT F=^ ABRIC ATED BY HANSON TRUSS. INC. J HANSON TRUSS, INC. AND ANTHONY A RUBALCAVA ACCEPT NO RESPONSIBlLM" FOR IHE ACCURACY. STRUCTURAL ADEQUACY OR ANY DIHER FEATURE 0 THIS DESIGN UNLESS SPECIFTCALIY INC FABRICATED BY HANSON TRUSS. INC. ALL BRACING MATERIAL 8c HARDWARE BY OTHERS o > d LO CO o > O > UJ r~ m m O c CO LO UNBRACED STUD HEIGHT GABLE TRUSS END & DETAIL DRAWN BY PETE ROBERTS FILENAME MS-END-FILL DATE 11-27-96 HANSON TRUSS, IN 7 NULL. AND VOIP IF NOT FABRICATED BY HANSON TRUSS, iKiC i HANSON TRUSS, INC. AND ANTHONY A RUBALCAVA ACCEPT NO RESPONSIBILIT FOR THE ACCURACY. STRUCTURAL ADEQUACY OR ANY OTHER FEATURE 0 THIS DESIGN UNLESS SPECIFICALLY .FABRICATED BY HANSON TRUSS. INC. HANSON TRUSS/ INC. AND ANTHONY A. RUBALCAVA ACj/EPT NO RESPONSIBILITY FOR THE ACCURACY, STRUCTURAL ADEQUACY C^ ANY OTHER FEATURE OF _ _^ N UNLESS SPECIFICALLY INCFASBIGATED BY HANSON TRUSS, INC. UT X o (J) 00 o X 00 o UI X CD X 00 OO O --J o o I m m m > o o o m • ••• O > LO m 7^ > m > O ;D O m LO > O CD O —1 -H O o o < m in X m > 73 > SHEAR JACK l)RA.VN BY PD FILENAME MS-SHEARJACK.DWG ^LNUL.L• AND VOID IF ^OT FABRICATED BY HANSON TRUSS. DAIE 11-17-99 V HANSON TRUSS, INC HANSON TRtiSS, INC. AND ANTHONY A. RUBALCAVA/ACCEPT NO RESPONSIBILITY FOR IIIE ACCURACY. SIRUCIURAL ADEQUAC/ OR ANY OTHER FEATURE OF THISyOESIGN UNLESS SPECIFICALLY INC FABRICATED BY HANSON TRUSS, INC. DETAIL JACK & *jr MONO > O 7\ 73 d LO LO LO CI T) T) m > > z: LO —I X O o z o LO LO LO C T) T) O 73 m > Q > z LO > r" TFtUSS SUPPORT DRAWN BY PETE ROBERTS FILENAME MS-DET NULL. AND VOID JI DATE 11-26-96 V HANSON TRUSS, INC IF NOT FABRICATED BY HANSON TRUSS, HANSOj/ TRUSS, INC. AND ANTHONY A. ;AVA ACCEPT NO RESPONSIBILITY FETR THE ACCURACY, STRUCTURAL AOfoUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY INC. FABRICATED BY HANSON TRUSS, INC. i 8'-9' SET BACK STACK 2X4 HIP RAFTER Over-All Length: 12.37 Applied Loads (Down +) 54 AT 1.06 198 AT 3.89 342 AT 6.72 486 AT 9.55 Reactions (Up +): Left: 452 Rets at: 0 11.37 Cone Load # Cone Lood # Cone Load § Cone Load # Right: 628 ****** Use (2) l&B DFL 2X4 Stacked **' A= 10.5 S= 12.25 1= 42.875 Fv= 95 E= 1800000 Df= 1.25 Grit Shear: V= 628 ® 11.7 1.5*V/(Fv*A*Df)= .75 Span: Max Mom= 26058"# @ 6.72 Fb= 1725 M/(Fb*S*Df)= .99 Defl=-.73 ^ 6.38 L/120= 1.24 4X4 4X4 4X4 4X4 -B--B--B--B-7 B'-O" SETBACK MAX. -7^ 6'-0" UNSUPPORTED SETBACK MAX. CALCULATIONS FOR HIP CARRIER Cone. Load P=Sb*Sb/3*64 (or 72 below 4:12) T/C Load at Hip Flat W=SB/2*37*1/3+32 B/C Load at Hip Flat W=SB/2*37*2/3+5 (or SB/2*41*1/3+36 below 4:12) (or Sb/2*41*2/3 + 5 below 4:12) CARRIER TRUSS PER ENGINEERING ALT. BEAM PER PIANS JACK CONFIGRUATION ( 8-9' SB MAX) CALCS FOR 8'-9" HIP RAFTER & JACK W/BOTTOM CHORD PD FILENAME MS-HIPCALC2.DWG DATE 12-16-99 HANSON TRUSS, INC HANSON TRUSS. INC. AND ANTHONY A. RUBALCAVA ACCEPT NO RESPONSIBILITY FOR THE ACCURACY. SIRUCTURAL ADEQUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY FABRICATED BY HANSON TRUSS, INC. NULL. AND VOID IR NOT FABRICATED BY HANSON TRUSS. INC. CALIFORNIA HIP DETAIL DRAWN BY PETE ROBERTS FILENAME MS-OA NULL AND VOID VV/ CUT HIP -HIP DATE 11-21-96 HANSON TRUSS, INC IF NOT FABRICATED BY HANSON TRUSS, HANSON TRUSS, INC. AND ANTHONY A. RUBALCAVA ACCEPT NO RESPONSIBILITY FOR THE ACCURACY, STRUCTURAL ADEQUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY INC FABRICATED BY HANSON TRUSS. INC. Over-Ail Length: 11.3 Applied Loods (Down +) 128 AT 2.8 8' SET BACK STACK 2X4 HIP RAFTER Rets ot: 0 1 l.J Cone Load # 256 AT 5.7 Cone Lood # 384 AT 8.5 Cone Load # Reaetions (Up +): Left: 318 Right: 450 Use 2 -N02 DFL 2X4 Stoeked *•*•** A= 10.5 S= 12.25 1= 42.875 Fv= 95 E= 1600000 Df= 1.25 Crit Shear: V= 450 ® 10.7 1.5*V/(Fv*A*Df)= .54 Span: Mox Mom= 17317"# @ 5.7 Fb= 1313 M/(Fb*S*Df)= .86 Defl = -.46 @ 5.81 L/120= 1.13 4X4 4X4 4X4 4X4 1. „ „ „ „ i \^L_I LJ LJ / 8'-0" SETBACK MAX. , 6'-0" UNSUPPORTED i r / r SETBACK MAX. 7 BUILT-UP HIP RAFTER PI Lood ot 2' Set Bock Over-All Length: 10 Applied Loads (Down +) 32 FROM 0 TO 8 64 FORM 8 TO 10 Reactions (Up +): Left: 102 Rets at: 0 10 -42 Mid: 324 Right Use l&B DFL 2X4 »»•**• A= 5.25 S= 3.063 1= 5.359 Fv= 95 E= 1800000 Df= 1.25 Crit Sheor; V= 151 ® 8.29 1.5*V/(Fv*A*Df) Lft Spon: Max Mom= 2534"jS( @ 8 Fb= T725 M/(Fb*S'Df)= .38 Defl = -.16 @ 3.57 L/240= .4 Rgt Span: Max Mom= 2534"# ® 8 Fb= 1725 M/(Fb*S*Df)= .38 Defl= .01 ® 8,77 L/240= .1 P2 Lood ot 4' Set Bock Over-All Length: 12 Rets at: 0 8 Applied Loads (Down +) 32 FROM 0 TO 8 64 FROM 8 TO 10 Reactions (Up +): Left: 101 Mid: 336 Right: 75 •••*•• Use l&B DFL 2X4 ••*••* A= 5.25 S= 3.063 1= 5.359 Fv= 95 E= 1800000 Df= 1.25 Crit Sheor: V= 163 @ 8.29 1.5»V/(Fv*A*Df) = Lft Spon: Max Mom= 2560"# @ 8 Fb= 1725 M/(Fb*S»Df)= .39 Defl=-.16 @ 3.57 L/240= .4 Rgt Span: Mox Mom= 2560"# @ 8 Fb= 1725 M/(Fb*S*Df)= .39 Defl= .01 @ 9.2 L/240= .2 .39 6' RUN CANTILEVER 2X4 HIP RFTR Rets at: 0 8.49 Over-All Length: 8.49 Applied Loads (Down +) 12 150 AT 5.66 Reoetions (Up +): Left: 101 Right: 151 •••••* Use N02 DFL 2X4 ****** A= 5.25 S= 3.063 1= 5.359 Fv= 95 E= 1600000 Df= 1.25 Crit Sheor: V= 147 ® 8.2 1.5*V/(Fv*A*Df)= .35 Span: Max Mom= 4549"j|! ® 5,66 Fb= 1313 M/(Fb*S*Df)= .9 Defl = -.49 ® 4,46 L/120= .85 CALCULATIONS FOR STACKED 2X4 HIP RAFTER DRAWN PD Fll EWAME MS-HIPCALC.DWG DATE 11-11-99 P'tl Lood #/lf P'tl Lood if/If = .36 12 P'tl Load #/lf P'tl Load #/lf Unlf Lood #/lf Cone Load # A PI A A P1 P2 1 A A P2 = 75 * 2 = ISOIbs A P2 P2 i HANSON TRUSS, INC HANSON TRUSS, INC. AND ANTHONY A. RUBALCAVA ACCEPT N0 RESPONSIBILITY FOR THE ACCURACY, SIRUCIURAL ADEQUACY OR ANi" OTHER FEj\TURE- OF THIS DESIGN UNLESS SPECIFICALLY FABRICAIED BY HANSON TRUSS, INC. NULL. AND VOID IF NOT FFABRICATED BY HANSON TRUSS, INC. r DO Q. II in O o 'A CD o OJ tn Ol 0> bv "0 ID Z o > r-1/1 O O z m O < m •73 O O O r-c m c/i OJ Ln CD II M OJ O -J 00 =«= 2 > I > r- II cn O m —1 o > > o :^ o "H > C/) OJ cn > o X m O 0 n o HIP PLYWOOD , SPLICE DETATL \ DRAWN BY PETE ROBERTS NULL AND VOID FILENAME MS-PLYWDSP DATE 11 • •27-96 HANSON TRUSS. INC HANSON /RUSS, INC. AND ANTHONY A RUBALCA/A ACCEPT NO RESPONSIBILIT" FOR/IHE ACCURACY. SIRUCIURAL ADEQyACY OR ANY OIHER FEATURE O -TTilS DESIGN UNLESS SPECIFICALLY IF NOT FABRICATED BY HANSON TRUSS, INCEABRICATED BY HANSON TRUSS wc 1 C r r 0 0 "D -< > < > r > r m c D 0 z m 0 c m w t z 0 H m < c n pi -1 •o o c a 0) 3 O ar a TJ •o n CX) hO O O) cn c;i cn cn cn cn o _i _i M K) 00 o cn cn LD cn cn -f^ 00 C^J or -t^ ID \l O 9 9 2 ZD m o H o z o n v O > % H I aj m w m o H w I m > < > r c m 0) 5l < P c O m P (» •o O c a CO TJ n 3 O 3-u 9 TJ P •o P O OT 00 D m o 5 T "*= S. p E. c =r c 0 n o 01 0) CO > o m O > m (/] m O H H o r m z O H I H m z w 0 z < > r c m IT 3 TJ P 10 O 2 P «= Q- » a = 3^ •RT, -O P n m 01 c P 2 O 2 T 3 » O P o 3? o 3- S. a " ^ ST p ^ o » n m O p =T" S. c m a, OT » 3 " 2 ^ (9 3 tr n 3 o 3-SOTO CXI 00 00 0 0 0 SPF I DFL r" < SPF I "H DFL M CO 00 00 0 M cn CJ \ CD 0 cn ID cn CM , 00 cn ^ 00 cn 00 00 00 (D 0 CD CO 0 C^J > CO CO CD ~^ 0 00 > o m CO "U m o m CO > m m o H o z o o > O > 3) m (0 -u m o m z Q H I r > m > 3 m CO CO H > z 0 m < > r c m 0) H I 01 0 0 H C CO CO 31 Q! (0 U) c m 0 0 z L C z m 13 r N, > 0 m CO « c > -< o CD p m < > c > d O z 3D m O 33 m 3j I Ol o CJ TRUSS, INC FABRICATED HANSON TRUSS, HANSON TRUSS, INC. AND ANIHONY RUBALCAVA ACCEPT NO RESPONSIBILIIY FOR IHE ACCURACY. STRUCTURAL ADEQUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY INC. FABRICATED BY HANSON TRUSS. INC. Diagonal bracing-repeat at approximately 20 feet intervals in length of t)uilding. Added diagonal bracing in the plane of the web members, prevents lateral movement. Space: 12 test to 16 feet on center across building for roofs. Space: 8 feet on center across building for doors Figure 4(a) rp!^ *aET" /' // '/ -^Continuous lateral bracing maintains spacing, but permits trusses to move laterally. Figure 4(b) between laterals placed at approximately 45 degrees Is recommended for stability of the bottom chord. Diagonal bracing in the plane of the bottom chord is generally not required throughout the length of the building, but it is recommended that it be located at least at each end of the building. In most oases, temporary bracing in the plane of the bottom chord is installed at the locations specified on the architectural plan for permanent bracing, and is, therefore, left in place as permanent bracing. Figure 5 illustrates bracing in the plane of the bottom chord. Full bundles of plywood should not be placed on trusses. This construction load should be limited to 8 sheets of plywood on any pair of trusses and should be located adjacent to the supports. No excess concentration of any construction materials (such as gravel or shingles) 10 7//// gzzz 7777? ///// V777.,-f X r ( \ 77777. 777rA-. Diagonals form braced bay at approximately 20 feet intervals, repeat at both ends. • Continuous lateral bracing Spaced 8 feet to 10 feet ' located at or near a panel ' point. Bottom chord of tr (typical) Figure 5 should be placed on the trusses in any one area; they should be spread out evenly over a large area so as to avoid overloading any one truss. All mechanical equipment should be located only on the trusses specifically designed to support it. it should not be dropped or even set temporarily any other area unless the trusses are adequately shored. All floor trusses should be adequately shored if pallets of masonry materials are to be stored temporarily until the next higher walls are finished. STAGE THREE: Permanent Bracing is designed and specified by the architect or engineer for the structural safety of the building. It is the responsibility of the building designer to indicate size, location, and attachments for all permanent bracing as required by design analysis. In general, it is desirable to design and locate all bracing so that it may work together with other structural parts of the building (such as shear walls, portal frames, bearing walls, columns, beams, etc.) to achieve total integrity. ¥ZZ2Z ^777. C7777-/ \.. ^777? H \ ,1, ., \ 1 \ \ • T I I t- • • 1 t j 1 I 1 -1 1 1 1 1 1 1 1 / / 1 1 \ 1 / ; / rrr. u / / 1 4-J 1 1 / ( 1 1 ( 1 1 1 —\-1 1 I 1 J j-j 1—r 1 1 ' 1 ~~r I \ 1 I — '////> '///A - All top chords can bucl<le together if there is no diagonal bracing - Roof purlin (typical) - Top chords can buckle despite frequent purlins Figure 6(a) Permanent bracing must provide sufficient support at right angles to the plane of the truss to hold every truss member in the position assumed for it in design. In addition, permanent bracing must be designed to resist lateral forces imposed on the completed building by wind or seismic forces. Permanent bracing may be subdivided into three logical components: 1. Top Chord Plane. This bracing is designed to resist lateral movement of the top chord. If plywood floor or roof sheathing is properly applied with staggered joints and adequate nailing, a continuous diaphragm action is developed and additional bracing in the plane is generally not required. Some metal roofing materials may be depended upon to act as a diaphragm when properly lapped and nailed. Selection and use of these materials is at the discretion of the building designer. -Diagonals form braced bay Repeat at both ends and at approximately 20 feet intervals ••" '77777 zzzz Tzzm 2ZEZ zzzz —\ s -41— ( H 1 1 TZZZZ zzz Ridge line -Top chord (typical) ^Purlins continuous Figure 6(b) If purlins are used, spaced not exceed the buckling length of the top chord, and adequately attached to the top chord, it is recommended that diagonal bracing be applied to the underside of the top chord to prevent lateral shifting of the purlins. Figures 6(a) illustrates the necessity for applying diagonal bracing in the plane of the top chord despite the use of closely spaced purlins. It is recommended that this diagonal bracing, as shown in Figure 6(b), be installed on both sides of the ridge line in ali end bays. If the building exceeds 80 feet in length, this bracing should be repeated at intervals no greater that 20 feet. 2. Web Master Plane. The purpose bracing is to hold the trusses in a vertical position and to maintain the design spacing. In addition, this lateral bracing may be required to shorten the buckling 13 length of a web member As described earlier in the discussion of building design and truss design (STAGE ONE), diagonal bracing or end anchorage is essential to stabilize the lateral bracing. Diagonal bracing in the plane of the web members is also used to distribute unequal loading to adjacent trusses and to spread lateral forces to diaphragms or shear walls. Spacing of rows of diagonal bracing in the plane of the webs is a matter of judgment to be made by the building designer, and will depend upon the truss span, truss configurations, type of building, and the loading. Generally, for roof trusses, the spacing ranges from 12 feet to 16 feet depending upon how it relates to the bracing in the plane of the top chord. For floor trusses the cross bracing should be approximately 8 feet on centers. Lateral 2x6 strong-backs may also be used for some floor systems. Figure 1 and Figure 4 illustrate bracing in the plane of the webs. 3. Bottom Chord Plane. This bracing is required to maintain the truss design spacing and to provide lateral support to the bottom chord to resist buckling forces in the event of reversal of stress due to wind uplift or unequal roof or floor loadings. For multiple bearing trusses or cantilever conditions, portions of the bottom chord become compression members and should be braced laterally to resist buckling in the same manner as the top chord of simple span trusses. Bracing in the plane of the bottom chord is also designed to transfer lateral forces due to wind or seismic loads into side walls, hear walls or other resisting structural elements. Diagonals between continuous lateral bracing serve to stabilize the bottom chord. It is recommended that one complete bay of diagonal bracing be installed at each end of any building, and additional such bays be located at specified intervals no to exceed 20 feet. Figure 5 illustrates the use of bracing in the plane of the bottom chord. These recommendations for bracing wood trusses have been derived from the collective experience of leading technical personnel in the wood truss industry but must, due to the nature of responsibilities involved, be presented only as a guideior the use of a qualified building designer, builder, or erection contractor. 14 APPENDIX It is intended that this appendix contain only tentative recommendations that may be used as a guide for on-site handling and erection until a more complete statement can be prepared. There may be some instances in which additional precautions will be necessary. UNLOADING. If possible, trusses shall be unloaded on relatively smooth ground. They shall not be unloaded on rough terrain that would cause undue lateral strain that might result in distortion of truss joints. Dumping of trusses is an acceptable practice provided that the trusses are not damaged or excessively stressed in the act of dumping. The builder shall provide protection from damage that may be caused by on-site construction activity. STORAGE. Care shall be taken so as not to allow excessive bending of trusses or to allow tipping or toppling while the trusses are banded or when the banding is removed. If trusses fabricated with fire retardant treated wood must be stored prior to erection, they should be stored in a vertical position to prevent water containing chemicals leached from the wood from standing on the plates. A further precaution may be taken by providing a cover for the trusses that will prevent moisture from coming in direct contact with the trusses and which can be ventilated to prevent condensation. ERECTING TRUSSES. The truss erector or builder shall take the necessary precautions to insure that handling and erection procedures do not reduce the load-carrying capacity of the truss. Trusses shall be installed plumb, at specified spacing and in- plane (i.e., trusses will be properly aligned). Figure A(1) Figure A(2) A suggested procedure for lifting trusses is illustrated in Figure A(1) if the truss span does not exceed 30 feet. For truss spans between 30 feet and 60 feet a suggested lifting procedure is shown in Figure A(2). It should be noted that the lines from the ends of the spreader bar "toe-in." If these lines should "toe-out," they will tend to cause buckling of the truss. For lifting trusses with spans in excess of 60 feet, it is recommended that a strong-back be used as illustrated in Figure A(3). The strong-back should be attached to the top chord and web members at intervals of approximately 10 feet. Further, the strong- backs should be at or above the mid-height of the truss so as to prevent overturning. The strong-back can be of any material with sufficient rigidity to adequately resist bending of the truss. 17 BRACING WOOD TROSSES: COMMENTARY ANO RECOMMENDATIONS ) TRUSS PLATE INSTITUTE, INC., 1976 INTRODUCTION In recognition of the inherent safety of a properly braced roof system, the apparent lack of knowledge of how, when, and where lo install adequate bracing, and in the interest of public safety, the Truss Plate Institute, Inc., in consultation with its Component Manufacturers Council membership, has undertaken the preparation of these recommendations. Substantial concentrated study and deliberative review by the TPI Technical Advisory Committee (comprising a membership of the chief structural engineers of member plate manufacturing companies, representatives of the academic community, and independent consulting engineers) have devoted to this effort. Consultation with the TPI Component Manufacturers Council has resulted in bringing practical field handling and erection problems into a sharper focus. Inclusion of the tentative recommendations for on-site handling and erection procedures is one direct result of the consultations. It is planned to study further and enlarge upon these tentative recommendations. While the recommendations for bracing contained herein are technically sound, it is not intended that they be considered the only method for bracing a roof system. Neither should these recommendations be interpreted as superior to or a standard that would necessarily be preferred in lieu of an architect's or engineer's design for bracing for a particular roof system. These recommendations for bracing wood trusses originate from the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of responsibilities involved, be presented only as a guide for the use of a qualified building designer, builder, or erection contractor. Thus, the Truss Plate Institute expressly disclaims any responsibility for damages arising from the use application, or reliance on the recommendations and information contained herein by building designer or by erection contractors. Continuous lateral bracing as required (part ot truss design) Figure 1 (b) and 1 (c) \ lij \ 1 1 1 1 Tfl h ll 1 . / H — (I ' ( / b 1 - Compression webs: before and after buckling. - Continuous lateral bracing maintains spacing, but permits lateral buckling of all web members at the same time - Bearing for trusses Figure 1(b) It is recommended that diagonal bracing (minimum 2-inch thick nominal lumber) be installed at approximately a 45 degree angle to the lateral brace. Diagonal bracing should be attached to the opposite side of the same member required lateral bracing. This bracing may be continuous or intermittent at the building designer's option; however, it is recommended that intermittent spacing not exceed 20 feet, or twice the horizontal run of the diagonal bracing. However carefully wood trusses are designed and fabricated, all this is at stake in the final erection and bracing of a roof or floor system. It is at this critical stage of construction that many of the really significant design assumptions are either fulfilled or ignored. If ignored, the consequences may result in a collapse of the structure, which at best is a substantial loss of time and materials, and which at worst could result in a loss of life. The Truss Plate Institute "Design Specifications for Light Metal Plate Connected Wood Trusses" are recommended for the design of individual wood trusses as structural components only. Lateral bracing, as may be required by design to reduce buckling length of individual truss members, is a part of the wood truss design and is the only bracing that will be specified on the truss design drawings. Lateral bracing is to be supplied in the size specified and installed at the location specified on the truss design drawings by the builder or erection contractor. The building designer or inspector must ascertain that the specified lateral bracing is properly installed and that this bracing is sufficiently anchored or restrained by diagonal bracing to prevent its movement. Special design requirements, such as wind bracing, portal bracing, seismic bracing, diaphragms, shear walls, or other load transfer elements and their connections to the wood trusses must be considered separately by the building designer He shall determine size, location, and method of connecting for diagonal bracing as needed to resist these forces. Diagonal or cross bracing is recommended in the plane formed by the top chords, in the plane formed by the bottom chords and perpendicular to the truss web members, as needed for the overall stability of the entire structure. Truss bracing and connection details should be shown on the building designer's framing plan as part of the design drawings. Bracing materials are not usually furnished as part of the wood truss package, and should be provided by the builder or erection contractor The builder or erection contractor is responsible for proper wood truss handling and for proper temporary bracing. He must assure that the wood trusses are not structurally damaged during erection and that they are maintained in alignment before, during, and after installation. Temporary or erection bracing may follow, but not necessarily be limited to, the building designer's framing plan. It is recommended that erection bracing be applied as each truss is placed in FX>sition. 2 , Sheathing JL. Anchorage (by building designer) into solid end wall - restrains lateral bracing, thereby preventing web buckling. Continuous lateral bracing. Compression web Figure 1 (c) Figure 1(d) Compression web-sloping or vertical Continuous lateral bracing. brace naited to opposite side of web prevents lateral movement and should be repeated at approximately 20 feet intervals. Ceiling STAGE TWO: During Truss Erection the builder or erection contractor must take adequate precautions to assure that the wood trusses are not structurally damaged. Proper rigging, including the use of spreader bars and multiple pick-up points, where required, is necessary to prevent damage during handling; tentative recommendations are presented in the Appendix hereto. It is most important to brace the first truss at the end of the building securely. All other trusses are tied to the first truss, thus the The design of wood trusses in accordance with TPI design criteria assumes: 1. Truss members are initially straight, uniform in cross section, and uniform in design properties. 2. Trusses are plane structural components, installed vertically, braced to prevent lateral movement, and parallel to each other at the design spacing, 3. Truss members are pinned at joints for determination of axial forces only. 4. There is continuity of chord members at joints for determination of moment stresses. 5. Compression members are laterally restrained at specific locations or intervals. 6. Superimposed dead or live loads act vertically, wind loads are applied normal to the plane of the top chord, and concentrated loads are applied at a point. 7. In addition to the lateral bracing specified by the truss designer, the building designer will specify sufficient bracing at right angles to the plane of the truss to hold every truss member in the position assumed for it in design, 8. The building designer (not the truss designer) will specify sufficient bracing and connections to withstand lateral loading of the entire structure. The theory of bracing is to apply sufficient support at right angles to the plane of the truss to hold every truss member in the position assumed for it in design. This theory must be applied at three stages. STAGE ONE: During Building Design and Truss Design individual truss members are checked for buckling, and lateral bracing is specified as required for each truss member The building designer must specify how this lateral bracing is to be anchored or restrained to prevent lateral movement should all truss members, so braced, tend to buckle together as shown in Figure 1(b). This may be accomplished by: 1. Anchorage to solid end walls (Figure 1 (c)). 2. Diagonal bracing in the plane of web members {Figure 1 (d)). 3. Other means as determined by the building designer. NOTE; Locate ground braces for first truss directly in line with ail rows of top chord continuous lateral bracing (either temporary or permanent) Ground brace First truss to be well braced before erection of additional units Bearing for trusses End diagonals to ground stakes Figure 2(b) bracing system depends to a great extent on how well the first truss is braced. One satisfactory method is for the first truss top chord to be braced to a stake driven into the ground and securely anchored. The ground brace itself should be supported as shown in Figure 2 or it is apt to buckle. Additional ground braces, in the opposite direction, inside the building are also recommended. The ground braces should be located directly in line with all rows of top chord continuous lateral bracing. Otherwise, the top chord of the first truss can bend sideways and allow the trusses to shift. This shift, however slight, puts a tremendous strain on all connections of the bracing system, i.e., the weight of the trusses would then be added to any wind force or construction load such as bundles of plywood or roof shingles tending to tip the trusses over All nailing of bracing should be done so that if the trusses should tend to buckle or tip, the nails will be loaded laterally, not in withdrawal. It is not recommended to nail scabs to the end of the building to brace the first truss. These scabs can break off or pull out, thus allowing atotal collapse. As trusses are set in place, the builder or erection contractor must apply sufficient temporary bracing to hold the trusses plumb, in alignment and in a safe condition until the permanent bracing, decking and/or sheathing can be installed. Temporary bracing should be not less than 2x4 dimension lumber and should be as long as practical for handling. The use of short spacer pieces of lumber between adjacent trusses is not recommended, unless used temporarily in preparation for immediate installation of longer continuous bracing (8-feet minimum length). Temporary bracing lumber should be nailed with two double headed 16d nails at every intersection with the braced member Pre-assembly of groups of trusses, on the ground, into structurally braced units which are then lifted into place as assemblies is an acceptable alternate to the one-at-a-time method. Exact spacing between trusses should be maintained as bracing is installed to avoid the hazardous practice of removing bracing to adjust spacing as sheathing is applied. This act of "adjusting spacing" can cause trusses to topple if a key connection is removed at the wrong time. Truss bracing must be applied to three planes of reference in the roof system to insure stability: 1. Top chord (sheathing) plane, 2. web member plane or vertical plane perpendicular to trusses, and 3. bottom chord (ceiling) plane. 1, Top Chord Plane, Most important to the builder or erection contractor is bracing in the plane of the top chord. Truss top chords are susceptible to lateral buckling before they are braced or sheathed. It is recommended that continuous lateral bracing be installed within 6 inches of the ridge line or center line and at approximately 8 feet to 10 feet intervals between the ridge line of sloped trusses or center line of flat trusses and the eaves. For double member trusses this spacing between laterals may be increased to 12 feet to 14 feet. Diagonals, located between the lateral bracing and set at approximately 45 degree angles, form the triangles required for stability in the plane of the top chord. NOTE: Long spans or heavy loads may require closer spacing between lateral bracing and closer intervals between diagonals. Figure 3(a) illustrates temporary bracing in the plane of the top chord for gable trusses If possible, the continuous lateral bracing for the top chord should be placed on the underside of the top chord so that it will not have to be removed as the plywood decking is applied. The trusses are then held securely even during the decking process. It is equally important for the builder or erection contractor to install bracing in the plane of the top chord for flat roof or floor trusses. The use of a similar bracing pattern is recommended for all flat trusses. Particular attention is directed to bracing at the end of flat trusses as shown in Figure 3(b). 2. Web Member Plane. It is also necessary to install temporary bracing in the plane of the web members. This bracing is usually For smgle merriber truss (1 inch thickness) For double member truss (3 inch thickness) - Located within 6 inches of ridge line Repeated diagonals at approximately 20 feet intervals NOTE: Long span trusses may require closer spacing. Figure 3(a) spacing same as ijfor gable trusses Repeat diagonals al approximately feet inten/als. Figure 3(b) installed at the same locations specified on the architectural plan for permanent bracing, and may become part of the permanent bracing. It is recommended that diagonal bracing be added at each web member requiring continuous lateral bracing. If none is specified, it is recommended that it be placed at no greater than 16 feet intervals along the truss length for roof trusses and 8 feet intervals forfloor trusses. It is not generally necessary for diagonal bracing to run continuously for the full length of the building but it is recommended that the spacing between sets of diagonal bracing not exceed 20 feet, or twice the horizontal run of the diagonal bracing. Rows of 2x6 strong-backs may also be used to brace floor trusses where diagonal bracing is impractical. Figure 4(a) illustrates diagonal bracing in the plane of the web members; Figure 4{b) illustrates the lateral movement that may occur if lateral bracing is used without diagonal bracing, 3, Bottom Chord Plane. In order to hold proper spacing on the bottom chord, temporary bracing is recommended in the plane of the bottom chord. Continuous lateral bracing at no greater than 8 feet to 10 feet on centers along the truss length is recommended full length of the building, nailed to the top of the bottom chord. Diagonal bracing 9 5_ to r— > K o cn O O O O > ;D z C/J -a. m ^ o ^ ~2 :>! m o m- g O 00 < g > O rn m 73 f- r- (/> Oi ~o S ^ > > m O -H Z - m rj ro 2 ro 4. 12'-0 4'-6" "HIT] > m S C/) H ^ rn r„ ncro Ot/)C om" c/) 5 • m 7) IIII (/)(/)(/)> -n \J H O m dm s» On HO>_, -qOo O • ^ ro 00 c : (/) m 7} > I H> 2 N)(D I M O o T\ H o I Z o m O > LAGOON BREEZE DEV. CORP. CRESCENT DEL SOL ESTATES DRAWN BY JE FILENAME PL4A DATE 02/05/OE 1/8"=r-0" RElflSIONS V HANSON TRUSS, INC HANSON TRUSS, INC. ANO ANTHONY A. RUBALCAVA ACCEPT NO RESPONSIBILITY FOR THE ACCURACY, STRUCTURAL ADEQUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY FABRICATED BY HANSON TRUSS, INC. NULL AND VOID IF NOT FABRICATED BY HANSON TRUSS. INC 4-) >-CQ CO o o LU < cn UJ CD CO o tn m O z o CO > UI < Q OC UJ n LU 5§ UJ o o tn 5 Q 5 O m UJ o UJ Sir z z LU o> 8 c 5 .ffi a "3 Ss 8|l Its 5 £ e 6 c c Ill *s ^ .a Q> m <3 e " s. «0 S CO t 2 •Q ^ (/) V. C O o o •o g t: o <s S 9> » w tn E a> is CO O 5i • CO in LO U- Q- o o Q. o _l UJ > UJ o UJ [Ii UI OL CD O O O UJ Q. O _l UJ > UJ Q CO UJ I— < I— w UI _l o _J UI a O o .32 '3 c/3 <M ' O c»5 CO 03 N c -o !5: to o o o S X S2 o « to <o 2 CO LJJ r-- u- s < CO OJ S o ^ < lO _L O K oo = :i O- ^ ^ 2 ro to 00 S § 55 is t O 00 u. • .. {» o CO to 05 J3 ^ O) c '.B O c o> CO D> CM lO CO to ^ m oo CM CM 0> CD <T> O in CD o5 o . cn Ll. 4^ tlANSON TRUSS, BMC. GENERAL NOTES 1. No splices except as noted on truss drawings. 2. Panel point locations shall be equal divisions unless noted or dimensioned otherwise. 3. Gusset plates shall be installed on each side of all joints and shall not be installed where knots or wane are greater than 10% of plate area. 4. Gusset plates shall be centered on joints unless noted or dimensioned othenwise. 5. Truss designs shall comply with ANSI/T.P.I - 1-2002 unless noted otherwise. 6. All gusset plates are 20 gauge and stamped TP. Unless noted otherwise. 7. All hangers specified are Simpson strong-tie or equal and are provided by others unless noted otherwise. 8. All trusses are spaced at 24" on center unless dimensioned otherwise. 9. Moisture content In the lumber used may exceed 19% at the time of fabrication. A 20% reduction in plate values has been used. 10. The Hanson Tiuss, Inc., engineering program is in compliance with section 2321 of the U.B.C. All heel joint connections are designed using an analysis considering the vector sum of concentric and eccentric loads. 11. All nails specified are to be box nails or better. ABBREVIATIONS B.C. Bottom Chord MGOV. Mono gable over B/0 By Others O.A.H.S. Overall heel stand BKG Backing 00 On Center BLK. Blocking PLF Pound per linear foot BM. Beam Ply One truss of a multiple-truss assembly BRG. Bearing Rbdg Repetitive bending factor CBO Conventional framing by others S.B Setback DBL Double member Sc. Scissor (sloped or vaulted) DR. BM. Drop Beam ScBKG Scissor Backing FILL Vertical @ 16" o.c ScGET Scissor gable end truss FL. BM. Flush Beam SOF. Soffit (Non-structural) GET Gable end truss SPL Splice GIR Girder truss STB. Stub GOV. Gable over T.C. Top chord. HGR Hanger(s) U.N.O. Unless noted otherwise INV. GOV. Inverted gable over w/ With JKS Jacks w/o With out MBKG Mono^acking MGET Mono gable end truss BASE DESIGN VALUES FOR VISU ALLY GRAD ED LUMBER SPECIES & COMMERCIAL GRADES SIZE CLASSIFICATION X25.4 for mm bending Fb Tension Parallel To grain Fi Shear Parallel to grain F» Compression Perpendicular to grain Fc Compression Parallel to grain Fc Modulus of Elasticity E GRADING , RULES AGENCY DOUGLAS FIJ R LARCH Select Struct. 1.500 1000 95 625 1.700 1.900.000 WCLIB WWPA Nol & Better 2" to 4" thick 1200 800 95 625 1550 1.800.000 WCLIB WWPA No1 1.000 675 95 625 1500 1,700,000 WCLIB WWPA No2 2" and wider 900 575 95 625 1350 1,600,000 WCLIB WWPA Stud 700 450 95 625 850 1,400,000 ' WCLIB WWPA Construction 2" to 4" thicker 1.000 650 95 625 1650 1,500.000 WCLIB WWPA Standard 575 375 95 625 1400 1,400.000 WCLIB WWPA t^" (-J t-j a N> S. • • 1T3 ITJ S Q 15» ia o u O UR tes: TP CBO:50 Cenler tes: TP CBO:50 Cenler in Brg 5 o 11 -500 391 Wd CTR & Og uno :23996 OintUN UNO io O ^ S ^ P ^ P 4^ 3 on to s t=3 ?3 to S i NULL AND VOID IF NOT FABRICATED BY HANSON TRUSS, INC. > Cl O o CD JJ m m rvi m • m < m r-o •o 2: m z 10 , ^ • • 11' ^ '<=> ^ i to a IO r r? 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JL. 2^WHOS CO » "1 I" 1 00 o^p 3 .t~-» on OS H H _ o o o o C o C r .C r r 9 ^ <=> UJ to H m p O n z S o to 2 o o h-' to to X X X -1^ 4^ NULL AND VOID IF NOT FABRICATED BY HANSON TRUSS, INC. to bo * a w o 00 GO 05 n c/3 O ap in tfK s o n to on U O d r o P, H O O r f r f3 ^ K UJ ^ SS p to P to to •Tl t-' to NULL AND VOID IF NOT F. BRICATED BY HANSON TRUSS, INC. r > » • [ NULL AND VOID IF NOT FFABRICATED BY HANSON TRUSS, INC. 2 9^ REFER TO INSIDE COVER OF TRUSS BOOKLET FOR ADDITIONAL INFORMATION & RECOMMENDATIONS FOR BRACING WOOD TRUSSES O r CD m > z o TD > 73 O > 73 > O o z: I 03 m > z o ID > 73 O 73 m 73 Tl m o c 73 —I O 73 d (/) LO c I/) o r; U O m O o n I o LO m o O > I > m m c (A to CD O =1 o s. o X o 70 O BRACING DETAIL & BLOCKING DRAWN BY P. DAVID FILENAME MS-BRCG-BLK DATE 11-20-96 HANSON TRUSS, INC NULU AND VOID IF NOT FABRICATED BY HANSON TRUSS. HANSON TRUS: . INC. ANO ANTHONY RUBALCAVA ACCEPT NO RESPONSIBILItY FOR THE A CURACY. STRUCTURAL ADEQUACY ORT ANY OTHER FEATURE OF - THIS OESIofj UNLESS SPECIFICALLY INC.FABRICATE0 BY HANSON TRUSS, INC o —1 o 70 C s: to T) U) 70 tJ m m XI LO LO m z ON GINE m RIN m o ca w / TO > O m 0 CD 73 > O o o m z o o m LO {/) O 3! XIT) O m r-COP o|S z m -ton ;i 3 -go m o ii- w ^ inm ii o [as z O H m m 013 m © CD 70 > O z o o b r Dl COMPRESSION WEB BRACING DRAWN By P. DAVID FILENAME MS-C0MP-8RAC.Dwg r11-15-OC HANSON TRUSS. INC HANSON TRUSS, INC. AND ANTHONY A. RUBALCAVA ACCEPT l«0 RESPONSIBILITY FOR THE ACCURACY. STRUCTURAL ADEQUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY FABRICATED BY HANSON TRUSS. INC. NULL A.NP VOIP IR NOT FABRICATED BY HANSON TRUSS. INO, TRUSS, IN< NULL AND VOID NOT FABRICATED HANSON TRUSS, HANSON TRUSS, INC. ANO ANTHONY A. RUBALCAVA ACCEPT NO RESPONSIBILITY FOR THE ACCURACY, STRUCTURAL ADEQUACY OR ANY OTHER FEATURE OF . THIS DESIGN UNLESS SPECIFICALLY INC FABRICATED BY HANSON TRUSS, INC, Over-All Length: 11.3 Applied Loads (Down +) 128 AT 2.8 8' SET BACK STACK 2X4 HIP RAFTER Rets ot: 0 11.3 Cone Load 256 AT 5.7 Cone Lood 384 AT 8.5 Cone Load Reactions (Up +): Left: 318 Right: 450 *•*••• Use 2 -N02 DFL 2X4 Stocked ****** A= 10.5 S= 12.25 1= 42.875 Fv= 95 E= 1600000 Df= 1.25 Crit Shear: V= 450 O 10.7 1.5*V/(Fv»A*Df)= .54 Span: Max Monn= 17317"# @ 5.7 Fb= 1313 M/(Fb*S*Df)= .86 Defl=-.46 @ 5.81 L/120= 1.13 4X4 4X4 4X4 4X4 -B-8 -0 SETBACK MAX. 6'-0" UNSUPPORTED SETBACK MAX, 7' BUILT-UP HIP RAFTER PI Rets at: 0 8 10 = .35 Load ot 2' Set Book Over-All Length: 10 Applied Loads (Down +) 32 FROM 0 TO 8 64 FORM 8 TO 10 Reaetions (Up +): Left: 102 Mid: 324 Right: -42 •*•*" Use l&B DFL 2X4 •••••• A= 5.25 S= 3.063 1= 5.359 Fv= 95 E= 1800000 Df= 1.25 Crit Shear: V= 151 ® 8.29 1.5*V/(Fv*A*Df) Lft Spon: Max Moln= 2534"# @ 8 Fb= 1725 M/(Fl»-S*Df)= .38 Defl=-.16 @ 3.57 L/240= .4 Rgt Spon: Max Mom= 2534"jSf @ 8 Fb= 1725 M/(Fb»S»Df)= .38 Defl= .01 ® 8.77 L/240= .1 P2 Lood ot 4' Set Back Over-All Length: 12 Rets at: 0 8 12 Applied Loads (Down +) 32 FROM 0 TO 8 64 FROM 8 TO 10 I Reactions (Up +): \ Left: 101 Mid: 336 Right: 75 •••*** Use l&B DFL 2X4 *•**•• A= 5.25 S= 3.063 1= 5.359 Fv= 95 E= 1800000 Of= 1.25 Crit Shear: V= 163 ® 8.29 1.5*V/(Fv*A»Df)= .39 Lft Spon: Mox Mom= 2560"jj' ® 8 Fb= 1725 M/(Fb'S'Df)= .39 Defl=-.16 ® 3.57 L/240= .4 Rgl Spon: Mox Mom= 2560"# @ 8 Fb= 1725 M/(Fb*S*Df)= .39 Defl= .01 @ 9.2 L/240= .2 P'tl Lood #/lf P'tl Load #/lf A PI A A PI p'tl p'tl Load Load #/lf #/lf ' A A P2=75 • 2 = 150lbs A P2 6' RUN CANTILEVER 2X4 HIP RFTR Over-All Length: 8.49 Rets at: 0 Applied Loads (Down +) 12 150 AT 5.66 Reoetions (Up +): Left: 101 Right: 151 Use N02 DFL 2X4 S= 3.063 1= 5.359 E= 1600000 Df= 1.25 V= 147 @ 8.2 1.5*V/(Fv»A*Df)= 8.49 Unif Load #/lf Cone Load § P2 I P2 i A= 5.25 Fv= 95 Crit Sheor: Spon: Fb= 1313 Defl=-.49 Mox Mom= 4549"jSf ® 5.66 M/(Fb*S*Df)= .9 & 4.46 L/120= .85 .35 CALCULATIONS FOR STACKED 2X4 HIP RAFTER DRAWN BY PD FILENAME MS-HIPCALC.DWG DATE 11-11-99 HANSON TRUSS, INC HANSON TRUSS, INC. AND ANTHONY A. RUBALCAVA ACCEPT N0 RESPONSIBILITY FOR THE ACCURACY, STRUCTURAL ADEQUACY OR ANY OTHER FEATURE' OF THIS DESIGN UNLESS SPECIFICALLY FABRICATED BY HANSON TRUSS. INC. ''is NULL AND VOIP IF NOT FABRICATED BY HANSON TRUSS. INC 00 a II to o M o 4>> + CD 7} O OJ 4^ to OJ O z > o < m 70 o o o f-c m to 11 OJ Ln X cn X vj 00 CO °«: \. 2 > cn I M p Oi o II "tJ? O m o > > O o > LO Oi cn HIP PLYWOOD SPLICE DETAIL DRAWN BY PETE ROBERTS FILENAME MS-PLYWDSP DATE 11-27-96 HANSON TRUSS. INC NULL AND VOID IF NOT FABRICATED BY HANSON TRUSS. IN HANSON /RUSS, INC. ANO ANTHONY A. RUBALCA/A ACCEPT NO RESPONSIBILITY FOR/THE ACCURACY, STRUCTURAL ADEQUACY OR ANY OTHER FEATURE OF IIS DESIGN UNLESS SPECIFICALLY . FABRICATED BY HANSON TRUSS, INC. VARIES SHEAR BLOCK DETAIL DRAWN BY AAR FILENAME MS-SHRBLK.DWG DATE 08-10-01 SCALE N.T.S. HANSON TRUSS. MC HANSON TRUSS, INC. AND ANTHONY A. RUBALCAVA ACCEPT Np RESPONSIBILITY FOR THE ACCURACY. STRUCTURAL ADEQUACY OR ANY OTHER FEATURE^ OF THIS DESIGN UNLESS SPECIFICALLY FABRICATED BY HANSON TROSS, INC. NULL AND VOIP IF NOT RABRICATEO BY HANSON TRUSS. INC. FIREPLACE STACK DETAIL DRAWN BY PETE ROBERTS FILENAME MS-FP-STACK DATE 11-•27-96 HANSON TRUSSING NULL AND VOID IF NOT FABRICATED BY HANSON TRUSS. HANSON TRUSS. INC. AND ANTHONY A. RUBALCAV/ ACCEPT NO RESPONSIBILirf FOR THE ACCURACY, STRUCTURAL AOEQUACTY OR ANY OTHER FEATURE OF THIS/DESIGN UNLESS SPECIFICALLY INC FABRICATED BY HANSON TRUSS, INC. CALIFORNIA DETAIL DRAWN BY P. DAVID FILENAME MS-CALFILL DATE 2-2-99 TRUSS. NULL AND VOID NOT FABRICATED HANSON TRUSS, HANSON TRUSS, INC. AND ANTHONY A. RUBALCAVA ACCEPT NO RESPONSIBILITY FOR THE ACCURACY, STRUCTURAL ADEQUACY OR ANY OTHER FEATURE OF - THIS DESIGN UNLESS SPECIFICALLY INC. FABRICATED BY HANSON TRUSS, INC. CALIFORNIA HIP DETAIL W/ CUT HIP DRAWN BY PETE ROBERTS FILENAME MS-CALHIP DATE 11-21-•96 HANSON TRUSS. INC NULL AND VOID IF NOT FABRICATED BY HANSON TRUSS. HANSON TRUSS, INC. AND ANTHONY A, RUBALCAVA ACCEPT NO RESPONSIBILITY FOR THE ACCURACY, STRUCTURAL ADEQUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY INC FABRICATED BY HANSON TRUSS, INC. > O 73 d in LO CO d 73 TJ O 73 CJ m > > z: CO o o z o k d CO CO LO c: "D "D o 73 d) m > > z CO o DETAIL 'jr JACK k MONO TRUSS SUPPORT DRAWN BY PETE ROBERTS FILENAME MS-DET_J1 DATE 11-26-96 HANSON TRUSS, INC HANSOM TRUSS, INC. AND ANTHONY A. RUBALCAVA ACCEPT NO RESPONSIBILITY F0R THE ACCURACY. STRUCTURAL ADEQUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY NULL AND VOID IF NOT FABRICATED BY HANSON TRUSS. INC.FABRICATED BY HANSON TRUSS INC ff-Tl . C 0 0 -0 -< > < > r !r jm -0 0 z m 0 c m cn H « z 0 H m 1 < e. —» c 00 O m -1 Ol cn (1 cn cn O c cn cn a cn w o O • w -1 o 3' cn 3' 00 n §• Ol •D N3 -1 ID cn TJ -1^ CM LAJ cn 00 O —«• -1^ ID O •vl —» 0» m o H o z O n cn O > H m -u m O H I m > < > r c m CO r m z £} H < c » m PI n O •o O c. a m •o O 3' o »• T7 P P 00 m o H o z O -n r O > -I OD m D m O 9 H m z w 0 z < > r c m CO o r m z o H < -0 < E. p BL » <* a 3 -o p m o S p <= a (» a O P 01 0) nil m n c P P O 3 n 3 » O P O 3' _ TO O 3 "D 3" * o „ S" P p o « o OT n o§ P cr o c 10 m m 5 00 tD 00 00 00 N3 cn ID o > o m 5 m m O 3 m O O •n O •31 > Z O > H X m T) m o o V m z O H X r > m > 3J m eg (0 H > z 0 m < > r c m CO c m D H 3) c CO CO > 0 m CO CO c > -< o Tl o tn p m < > v d > 3j m -0 o H m I Ol o _ > bo OD ID 0 G) (0 H K * 0) io (0 0) DRAWN BY AAR HANSON TRUSS, INC NULL AND VOID IF NOT FABRICATED BY HANSON TRUSS, HANSON TRUSS, INC. ANO ANTHONY RUBALCAVA ACCEPT NO RESPONSIBILITY FOR THE ACCURACY, STRUCTURAL ADEQUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY INC. FABRICATED BY HANSON TRUSS. INC ——" ——^ r Diagonal bracing-repeat al approximately 20 feel intervals in length of building. Added diagonal bracing in the plane of the web members, prevents lateral movement. Space: 12 feet to 16 feel on center across building tor roofs. Space: 8 leet on center across building tor fioofs Figure 4(a) ^Continuous lateral bracing maintains // -^T" spacing, but permits / / I trusses to move ' / I laterally. / Figure 4(b) between laterals placed at approximately 45 degrees is recommended for stability of the bottom chord. Diagonal bracing in the plane of the bottom chord is generally not required throughout the length of the building, but it is recommended that it be located at least at each end of the building. In most cases, temporary bracing in the plane of the bottom chord is installed at the locations specified on the architectural plan for permanent bracing, and is, therefore, left in place as permanent bracing. Figure 5 illustrates bracing in the plane of the bottom chord. Full bundles of plywood should not be placed on trusses. This construction load should be limited to 8 sheets of plywood on any pair of trusses and should be located adjacent to the supports. No excess concentration of any construction materials (such as gravel or shingles) 10 . Diagonals form braced bay at approximately 20 feel inten/als, repeat at both ends. 777r/ /////. cr" yzm wzzi Tzzzk- ' Continuous lateral bracing spaced 8 feet to 10 feet ' located at or near a panel ' point. Bottom chord of trusses (typical) Figure 5 should be placed on the trusses in any one area; they should be spread out evenly over a large area so as to avoid overloading any one truss. All mechanical equipment should be located only on the trusses specifically designed to support it. It should not be dropped or even set temporarily any other area unless the trusses are adequately shored. All floor trusses should be adequately shored if pallets of masonry materials are to be stored temporarily until the next higher walls are finished. STAGE THREE: Permanent Bracing is designed and specified by the architect or engineer for the structural safety of the building. It is the responsibility of the building designer to indicate size, location, and attachments for all permanent bracing as required by design analysis. In general, it is desirable to design and locate all bracing so that it may work together with other structural parts of the building {such as shear walls, portal frames, bearing walls, columns, beams, etc.) to achieve total integrity. 11 1 ^^777?. V777\ 7777^ - All top chords can buckle together if there is no diagonal bracing iiMJ-*'- f^oo' purlin (typical) Top chords can buckle d Figure 6(a) pite frequent purlins Permanent bracing must provide sufficient support at right angles to the plane of the truss to hold every truss member in the position assumed for it in design. In addition, permanent bracing must be designed to resist lateral forces imposed on the completed building by wind or seismic forces. Permanent bracing may be subdivided into three logical components: 1. Top Chord Plane. This bracing is designed to resist lateral movement of the top chord. If plywood floor or roof sheathing is properly applied with staggered joints and adequate nailing, a continuous diaphragm action is developed and additional bracing in the plane is generally not required. Some metal roofing materials may be depended upon to act as a diaphragm when properly lapped and nailed. Selection and use of these materials is at the discretion of the building designer 12 -Diagonals form braced bay. Repeat at both ends and at approximately 20 feet intervals Tzzzn "77777 zzzz Diagonals bracing nailed to under side of top chord prevents lateral movement of top chord. S ^ ' y... \^ Top chord (typical) --Purlins continuous Figure 6{b) If purlins are used, spaced not exceed the buckling length of the top chord, and adequately attached to the top chord, it is recommended that diagonal bracing be applied to the underside of the top chord to prevent lateral shifting of the purlins. Figures 6{a) illustrates the necessity for applying diagonal bracing in the plane of the top chord despite the use of closely spaced purlins. It is recommended that this diagonal bracing, as shown in Figure 6(b), be installed on both sides of the ridge line in all end bays. If the building exceeds 60 feet in length, this bracing should be repeated at intervals no greater that 20 feet. 2. Web Master Plane. The purpose bracing is to hold the trusses in a vertical position and to maintain the design spacing. In addition, this lateral bracing may be required to shorten the buckling 13 length of a web member. As described earlier in the discussion of building design and truss design {STAGE ONE), diagonal bracing or end anchorage is essential to stabilize the lateral bracing. Diagonal bracing in the plane of the web members is also used to distribute unequal loading to adjacent trusses and to spread lateral forces to diaphragms or shear walls. Spacing of rows of diagonal bracing in the plane of the webs is a matter of judgment to be made by the building designer, and will depend upon the truss span, truss configurations, type of building, and the loading. Generally, for roof trusses, the spacing ranges from 12 feet to 16 feet depending upon how it relates to the bracing in the plane of the top chord. For floor trusses the cross bracing should be approximately 8 feet on centers. Lateral 2x6 strong-backs may also be used for some floor systems. Figure 1 and Figure 4 illustrate bracing in the plane of the webs. 3. Bottom Chord Plane. This bracing is required to maintain the truss design spacing and to provide lateral support to the bottom chord to resist buckling forces in the event of reversal of stress due to wind uplift or unequal roof or floor loadings. For multiple bearing trusses or cantilever conditions, portions of the bottom chord become compression members and should be braced laterally to resist buckling in the same manner as the top chord of simple span trusses. Bracing in the plane of the bottom chord is also designed to transfer lateral forces due to wind or seismic loads into side walls, hear walls or other resisting structural elements. Diagonals between continuous lateral bracing serve to stabilize the bottom chord. It is recommended that one complete bay of diagonal bracing be installed at each end of any building, and additional such bays be located at specified inten/als no to exceed 20 feet. Figure 5 illustrates the use of bracing in the plane of the bottom chord. These recommendations for bracing wood trusses have been derived from the collective experience of leading technical personnel in the wood truss industry but must, due to the nature of responsibilities involved, be presented only as a guidelor the use of a qualified building designer, builder, or erection contractor. APPENDIX It is intended that this appendix contain only tentative recommendations that may be used as a guide for on-site handling and erection until a more complete statement can be prepared. There may be some instances in which additional precautions will be necessary. UNLOADING. If possible, trusses shall be unloaded on relatively smooth ground. They shall not be unloaded on rough terrain that would cause undue lateral strain that might result in distortion of truss joints. Dumping of trusses is an acceptable practice provided that the trusses are not damaged or excessively stressed in the act of dumping. The builder shall provide protection from damage that may be caused by on-site construction activity. STORAGE, Care shall be taken so as not to allow excessive bending of trusses or to allow tipping or toppling while the trusses are banded or when the banding is removed. If trusses fabricated with fire retardant treated wood must be stored prior to erection, they should be stored in a vertical position to prevent water containing chemicals leached from the wood from standing on the plates. A further precaution may be taken by providing a cover for the trusses that will prevent moisture from coming in direct contact with the trusses and which can be ventilated to prevent condensation. ERECTING TRUSSES. The truss erector or builder shall take the necessary precautions to insure that handling and erection procedures do not reduce the load-carrying capacity of the truss. Trusses shall be installed plumb, at specified spacing and in- plane (i.e., trusses will be properly aligned). A suggested procedure for lifting trusses is illustrated in Figure A(1) if the truss span does not exceed 30 feet. \ / Figure A(3) Approximately 2/3 to 3/4 of truss length Tagline Figure A(2) For truss spans between 30 feet and 60 feet a suggested lifting procedure is shown in Figure A(2). It should be noted that the lines from the ends of the spreader bar "toe-in ," If these lines should "toe- out," they will tend to cause buckling of the truss. For lifting trusses with spans in excess of 60 feet, it is recommended that a strong-back be used as illustrated in Figure A{3). The strong-back should be attached to the top chord and web members at intervals of approximately 10 feet. Further, the strong- backs should be at or above the mid-height of the truss so as to prevent overturning. The strong-back can be of any material with sufficient rigidity to adequately resist bending of the truss. 17 18 07-23-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR08073 Building Inspection Request Line (760) 602-2725 Job Address: 234 DATE AV CBAD Permit Type: PGR Parcel No: 2060802500 Valuation: $0.00 Reference #: CT050001 PC #: PC070060 Project Title: CRESCENT DEL SOL ESTATES Lot#: 0 Construction Type: NEW REVISE VENT DUCT SHAFTS @ GARAGE & ADD SPRINKLER Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 07/10/2008 RMA 07/23/2008 07/23/2008 Applicant: RAY HEGE Owner: LAGOON BREEZE DEVELOPMENT CORP 505 FRANCONIA ST 94110 415 824-4030 7237 SANDERLING CT CARLSBAD CA 92011 Plan Check Revision Fee Additional Fees $720.00 $0.00 Total Fees: $720.00 Total Payments To Date: $720.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance; NOTICE: Please take NOTICE that approval of your project mdudes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this pennit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required Information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been oiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslY otherwise expired. Jul 08 08 01:14p TRflNSPflCIFIC wi-w-dm lut iu;t)i HH I;IIY UC UHHSLBHU 4158E417G0 fnfi fvj, uvL- wx— p. 1 City of C a r I s b a Building Department Plan Check Revision No. P^JK 0 ^p'2^Cir\q\r\.-^\ plan Check No. 'PCO^ *OO^oO Project Address mTg AVgT Date Contact. .Ph Business at this address, CcncraJScopeofWork '^gg^^^Aj^jte M^^/W W^^^ 1 Elep7enK revised: j2SPiar)s n Carnations • soils • Er>ergy • Other 2 Describe revisions frt ch 3 sftown 4 List revised sheee cnat replace existing sheets k " AT ^ Is^'-r/ms. -eiE^se ^1 5U«rr 5 Does this revisipa tn any way, alter the < 6 Does rh/5 revision add ANY r\ew floor a r( fxterior of the project? • Yes JS^'No ;a(s)7 • Yes ^No 7 Does this revision affect any fire related issues? 8 !s mis a complete set that replaces the t>riginal permitted set? ^Signature. I63S FaracJay Avenue, Cartsoao, CA 92008 X'^es n NO a} n Ves jsr^o I'hpne: 760-602-2717 / 27 »8/ 2719/ 7S41 Fax; 760-602-6558 EsGil Corporation In (Partnerstiip witii government for <Bui[f£ing Safety DATE: JULY 17, 2008 •APPLICANT (;;d^juRisr) JURISDICTION: CARLSBAD LT PLANREVIEWER • FILE PLAN CHECK NO.: PC07-0060 (REV. # 1) - PCR08-73 SET: I PROJECT ADDRESS: 234-262 DATE AVENUE PROJECT NAME: Crescent Del Sol Estate (2-Duplexes & 4-SFR Over Subterranean Parking) 3 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. n 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. O The applicant's copy of the check list has been sent to: Wayne Blass 7237 Sanderling Ct., Carlsbad, Ca 92011 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: Wayne Blass Telephone #: 760-918-0012 Date contacted: (by: ) Fax #: 760-918-1996 Mail Telephone Fax In Person ^ REMARKS: Revisions to the shaft configuration for all 5-plan types. By: Ali Sadre Enclosures: Esgil Corporation • GA • MB • EJ • PC 7/14 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 .i,^BAD PC07-0060 (REV. # 1) - PCR08-73 JULY 17, 2008 I VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD # 1) - PCR08-73 PLAN CHECK NO.: PC07-0060 (REV. DATE: JULY 17, 2008 PREPARED BY: Ali Sadre BUILDING ADDRESS: 234-262 DATE AVENUE BUILDING OCCUPANCY: R3/S3 TYPE OF CONSTRUCTION: VN/I-Fr./SPR BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) PLAN REVISIONS Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance $720.00 Type of Review: J~l Repetitive Fee Repeats • Complete Review • Other • Hourly • Structural Only Hours Esgil Plan Review Fee $576.00 Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc Carlsbad Fire Department BUILDING DEPT COPT Plan Review Requirements Category: PGR, Date of Report: 07-16-2008 Reviewed by: Name: Address: RAY HEGE 505 FRANCONIA ST SAN FRANCISCO CA94110 Permit #: PCR08073 Job Name: CRESCENT DEL SOL ESTATES Job Address: 234 DATE AV CBAD i»u have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions; Cond: CON0002919 [MET] THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 07/16/2008 By: GR Action: AP Crescent Del Sol Estates Plan Check PC07-0060 Change To Permitted Set Page 1 of3 TRANSPACIFIC ARCHITECTS ARCHITECTURE 505 FRANCONIA STREET, SAN FRANCISCO, CA 90291 Tel. 866-769-3900 Fax. 415-824-1760 July 7, 2008 To: Ali Sadre, Plan Review EsGii Corporation Fax. 858.560.1576 Transmitted: 3 Page Request Letter - via Fax 2 sets of Revised Full Scale Architecture Permit Drawings (separate currier) SUBJECT: Request Change to Permitted Construction Documents PROJECT DATA: 1. PLAN CHECK NO. PC07-0060 A. PROJECT NAME & LOCATION: CRESCENT DEL SOL ESTATES 234 Date Street Carlsbad, California 92008 B. OCCUPANCY GROUP: R-3, DWELLING (1 and 2 family residential) above S-3, PARKING GARAGE, below grade in basement C. TYPES OF CONSTRUCTION: R-3 = TYPE V NON-RATED / FULLY AUTOMATIC FIRE SPRINKLERS S-3 = TYPE I 3-HOUR FIRE RATED / FULLY AUTOMATIC FIRE SPRINKLERS D. BUILDING USE: SINGLE AND TWO FAMILY RESIDENTIAL OVER PARKING STRUCTURE E. BUILDING HEIGHT: Two STORIES RESIDENTIAL AT 24 TO 30 FEET ABOVE STREET/ NATURAL GRADE ONE LEVEL BASEMENT PARKING STRUCTURE 100% BELOW GRADE Crescent Del Sol Estates Plan Check PC07-0060 Change To Permitted Set Page 2 of3 F. PROJECT STATUS: BUILDING AND GRADING PERMITS ISSUED / UNDER CONSTRUCTION II. REQUEST: A. CHANGE CONSTRUCTION DETAILS ON PERMITTED SET: *1 FOR / OF: GARAGE VENTILATION SHAFTS (ONLY)*2 FROM: 1-HOUR FIRE RATED CONSTRUCTION To: NON-RATED CONSTRUCTION IN A TWO STORY RESIDENTIAL STRUCTURE OF TYPE V-NON RATED CONSTRUCTION UNDER 2001 UBC. *1. See clouded and "delta-1" areas on Architectural Plans for locations of shafts changed. *2. All other shafts including elevators shall be constructed as currently shown on approved and permitted plans and shall not be changed as a partof this action, B. JUSTIFICATION: Under the 2001 UBC (code used for plan check and pennit) Section 711 -Shaft Enclosures requires that shafts be construction as per Table 6-A, except as permitted by section 711.3 Special Provisions. In responding to Plan Check Corrections Items 15,16 and 17 (issued on plan check correction set 1 on Sept. 18,200&) the architect mistakenly counted the floors through which the shafts extended. The garage ventilations shafts only extend through the first and second floors (at total of 2 floors) and terminate at the roof level (not considered a floor). Per Section 771.3 "In one and two story buildings other than Group I Occupancy, gas vents, ducts, piping and factory-built chimneys that extend throush not more than two floors need not be enclosed, provided the openings around the penetrations are firestopped at each floor." The garage ventilation ducts run horizontally throughout the garage and make a 90 degree tum through at 3 hour fire rated damper at the garage/first floor ceiling of 3 hour fire rated Type 1 Construction which is also an Occupancy Separation Assembly. The metal garage ventilation ducts are left exposed within the Type V non-rated wood construction above which forms an unlined shaft enclosure. The garage ventilation shafts only extend two floors, starting at floor level or grade, and they extend through the second floor and then terminate at an appropriate distance above the roof so as to be code compliant. The already approved plans call for firestopping all duct penetrations through concrete and wood framed floor systems. Please see Section sheets for both typical construction and illustrative sections that provides a graphic Crescent Del Sol Estates Plan Check PC07-0060 Change To Permitted Set Page 3 of3 description of these conditions. While this clearly indicates that the ducts pass through no more than two "floors" and therefore meet the requirements for the Section 711.3 Special Provisions, we are proposing to add additional fire protection by extending the automatic fire sprinkler system to cover both the areas where ventilation shafts have been created and the ventilation ducts themselves. ADDITIONAL PROJECTION: FIRE SPRINKLER HEADS IN DUCTS AND SHAFTS To insure adequate and redundant fire projection, in addition to the automatic fire sprinkler system throughout the entire structure(s), and the 3 hour fire dampers located at the bottom of each duct at the Occupancy Separation Assembly where the ducts transition from the garage area to the residential area, we are proposing to add a minimum of one an additional fire sprinkler head at each floor line/level (i.e., at floor level/story 1 and floor level/story 2) to cover the shaft areas surrounding the metal ducts. And a separate fire sprinkler head at the top of each duct at its termination opening, to protect the interiors of each ventilation duct from roof top opening to bottom fire damper closure. These additional fire sprinklers will act in lieu of the typical gypsum board shaft lining and will provide an redundant level of fire protection beyond that required by the code. CONCLUSION: Therefore, since the garage ventilation enclosure shafts of Type V-Non-Fire Rated Construction meet the requirements for the exception and other conditions (firestopped floors and additional fire sprinkler heads) specified in UBC Section 711.3 Special Provisions, we are respectfully requesting the following; 1) That you approve the revised fiiU sized architectural construction documents submitted, and return them stamped, sealed and signed to the Carlsbad Building Department for use on the construction of the project referenced above. I thank you in advance for your attention and assistance in this matter. Sincerely Yours, Raymond E. Hege, AIA Transpacific Architects San Francisco, Califomia Project Architect of Record 10-30-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR08129 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 234 DATE AV CBAD PCR 2060802500 $0.00 Lot#: Construction Type: PC07-60 CRESCENT DEL SOL:MODIFY INTERI 0 NEW OR WALL FRAMING IN FRONT PORTIONS OF ANY PRIVATE Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 10/23/2008 JMA 10/30/2008 10/30/2008 Applicant: WAYNE BLASS Owner: LAGOON BREEZE DEVELOPMENT CORP 619-884-1754 7237 SANDERLING CT CARLSBAD CA 92011 Plan Check Revision Fee Additional Fees $60.00 $0.00 Total Fees: $60.00 Total Payments To Date: $60.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the 'Imposition' of fees, dedications, reservations, or other exactions hereafter collectively refeaed to as fees/exactions.' You have 90 days from the date this pennit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required infonnation with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previouslv been oiven a NOTICE similar to this, or as to which the statute of limitations has orevlouslv othenwise expired. City of Carlsbad Building Department Plan Check Revision No. Project Address 234/236 DATE AVENUE Contact Raymond E. H6ge, Al Address_505 FRANCONIA STREET, S Original Plan Cineck C PC07-66: n... 10/21/2008 Ph 415-970-0333 _Fax-415-824-1760 NCISCO, CA 94110 Business at this address Transpacific Architects ^ U/^^C ^^/f-J^-/75^ General Scope of wnrkS SINGLE FAMILY & TWIN HOME CONDO OVER SUB. GARAGE Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: • Soils • Energy • Other Plans Calculations 2 Describe revisions in detail 3 List page(s) wtiere each revision is shown 4 List revised sheets that replace existing sheets In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. sht. A-919 A1-1 In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. Details No's: A2-1 In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. 1,2,3,4,&5 A3-1 In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. A4-1 In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. A5-1 In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. A6-1 In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. In the Garage Structure only, modify the interior wall framing of the front portions of any Private Garage conforming with the condition shown on Detail #2 /A-919 from a typical interior wall construction of C.M.U (concrete block) of UBC Type l-Const. (Incombustible) to a Structural Steel Studs and Gypsum Board wall of UBC Type 1 -Const. (Incombustible). This changes applies to walls that are: (1) non-load bearing & non- fire rated partition walls, (2) are located between Public S-3 Occp. and Private S-3 Occp. are NOT a part if any Area Seperation Wall or Cieling Assembly. Effected Garage Areas as shown on Dlt.2/A-919 Typical Plan view and referenced with a DeltaAand clouded line showing extend.(front of Garage wall with Garage Door adjoining drive isle and return side walls toEntry Vestibules. This is a change typical at all 8 Units/Residences. 5 Does this revision, in any way, alter the exterior of the project? Q Yes 6 Does this revision add ANY new fioor area(s)? • Yes T Does this revision affect any fire related issues? • Yes 8 Is this a complete set that replaces the original permitted set? Q Yes ^Signature ^^^T^ ^' - ^^^^^ No No No No 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/2718/2719 / 7541 Fax: 760-602-8558 10/21/2008 1:09 PM; FAXED/EMAILED VERSION 2 - City of Carlsbad Building Department 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 76(>«02-7541/ Fax: 76(>«02-8558 sboroQci.carlsbad.ca.us Plan Checb Comments, 2007 Codes Gz-f^9cj^T AcA Steve BorossayPE Fax: rj^(^^ ^^Lf^ 7.1^] P^g^s: j Phone: ^ { O} ^ <BB^- / 1 S'4 '^^*^= \of^^joQ Re: , Address: .^^^^^^ • Urgent • For Review • Please Reply Please make corrections on the originals and run TWO new prints. Red marks on plans are part of this comment list. Please return red marked set also. XhCfg^.^ Wxlt Slz^, ^^-r^ S-f-- ^^-+^^ OCT-24-2008 FRI 12:57 PM CITY OF CARSLBAD FAX NO. 760 602 8558 P. 01 City of Carlsbad Building Department 1635 Faraday Avenue, Carlsbad, OA 92008 Phone: 760-602-7541/ Fax: 760«01^«658 8boroOd^rl8bad.ea.u8 Plan Chech Comments, 2007 Codes Cft-esc^r Sst,L^ From; Steve BoressayPE Fax; 7^o^ H'^^r- J Photpe: ^ f^ a©fv y 7^2/Pate: |<g/^4-/o3 '^^^ l^cg. - i7^<^ Address; ^^4./^^^ D^^nt • For Review • Please Reply Pfease maMe corrections on the originals and run TWO new prints. Red marks on plans are part ofltils comment Mst Pfease return red martted set a/so. Ty^cfe^^ W^l S<^., ^^^^ ^^^-+^^ occu^.^^