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HomeMy WebLinkAbout2229 CORTE ANANAS; ; CB101210; Permit07-08-2010 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB101210 Building Inspection Request Line (760) 602-2725 2229 CORTE ANANAS CBAD RESDNTL Sub Type: RAD Status: 2552614100 Lot#: 0 Applied: $0.00 Construction Type: NEW Entered By: Reference #: Plan Approved: 0 Structure Type: Issued: 0 Bathrooms: 0 Inspect Area: PRZESMICKI RES- REPLACE 2 Orig PC#: EXISTING WINDOWS @ REAR OF HOUSE WITH NEW Plan Check # BIFOLD PATIO DOORS & ELECT ISSUED 06/30/2010 LSM 07/08/2010 07/08/2010 Applicant: JOHN BEERY STED 2091 LAS PALMAS DR CARLSBAD 92011 760 438 2963 OyvneJ": PRZESMICKI STEVEN M 2229 CORTE ANANAS CARLSBAD CA 92009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFMFee Bridge Fee Other Bridge Fee BTD#2Fee ! BTD#3Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee : Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $0.00 Meter Size $0.00 Add'l Reel. Water Con. Fee $0.00 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $1.00 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) ," $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $6.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $130.00 Housing Impact Fee $0.00 Housing InLieu Fee $0.00 Housing Credit Fee Master Drainage Fee $0.00 Sewer Fee $0.00 Additional Fees $1.00 TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $152.00 Total Fees:$152.00 Total Payments To Date:$152.00 Balance Due:$0.00 Inspector: FINAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred 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 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 you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www.carlsbadca.gov Plan Check No.IV Est. Value Plan Ck. Deposit Pate JOB ADDRESS 2229 CORTE ANANAS, CARLSBAD, CA CT/PROJECT*#OFUNrrS # BEDROOMS SUITE#/SPACE#/UNIT# 255 - 261 41 00 TENANT BUSINESS NAME CONSTR. TYPE V-NR259 # BATHROOMS 3.5 DESCRIPTION OF WORK: Include Square Feet of Affected Areafs) IN TWO LOCATIONS ON SOUTH SIDE OF RESIDENCE, THE REPLACEMENT OF EXISTING WINDOWS WITH NEW PATIO DOORS. NO SQUARE FOOTAGE ADDED OR REMOVED. NO SQUARE FOOTAGE IMPACTED. EXISTING USE RESIDENTIAL PROPOSED USE SAME GARAGE (SF) 572 PATIOS (SF) N/A DECKS (SF) N/A FIREPLACE I N0| | AIR CONDITIONING | | FIRE SPRINKLERS CONTACT NAME (If Different Fom Applicant)JOHN BEERY APPLICANT NAME MATTHEW BALDWIN OF BEERY GROUP. INC. ADDRESS 2091 LAS PALMAS DRIVE, SUITE D ADDRESS 2091 LAS PALMAS DRIVE, SUITE D CITY CARLSBAD STATE CA ZIP 92011 CITY CARLSBAD STATE CA ZIP 92011 PHONE 760-438-2963 FAX PHONE 760-438-2965 760-438-2963 FAX 760-438-2965 EMAIL JOHN@BGIARCHITECT.COM EMAIL JOHN@BGIARCHITECT.COM PROPERTY OWNER NAME STEVEN M. PRZESMICKI CONTRACTOR BUS. NAME STEIGERWALD-DOUGHERTY ADDRESS 2229 CORTE ANANAS ADDRESS 427 SOUTH CEDROS AVE CITY CARLSBAD STATE CA ZIP 92009 CITY SOLANA BEACH STATE CA ZIP 92075 PHONE 760-635-3840 FAX N/A PHONE 888-259-5100 FAX EMAIL PRZES@COOLEY.COM EMAIL ERICR@STEIGERWALD-DOUGHERTY.COM ARCH/DESIGNER NAME & ADDRESS BEERY GROUP. INC. STATE LIC. # C-15426 481038 B (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars $500}). C o; M P E MSA T i O N Workers' Compensation Declaration: / hereby affirm uncjer penalty of perjury one of the following declarations: LJI have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy 'number are: Insurance Co s required by Section 3700 of t K)PfT1OMCv( _Pete No.Uff^J j Expiration Date -/- This section need not be completed if the permit is for one hundred dollars ($100) or less. LJ Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (S100,000), in addition to the cost of compensation, damages as pfo\rk}ed jbr nation 3706 of the Labor code, interest and attorney's fees. JS$ CONTRACTOR SIGNAT n]AGENT DATE ~? - ^ -/ BO I L 0 E R D 6 C i A R A TIO N I hereby affirm that I am exempt from Contractor's License law for the following reason; |~1 l.asciwneroftheprorjerryormyemrjtoyeeswfthwagesastneirsolecomp^ 7044, Business and Professions Code: Trie Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor® licensed pursuant to the Contractor's License Law). [~| I am exempt under Section _ Business and Professions Code fer this reason: 1 . 1 personally plan to provide the major labor and materials for construction of the proposed property improvement. I JYes 2. 1 (have / have not) signed an application for a building permit for the proposed work. 3. 1 have contracted with Die following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 5. 1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): >ef PROPERTY OWNER SIGNATURE 30/2.0/0 :"N O N- R:'fe S/l D\E N T I A L B U I L D I N G P E R M I TS O N L Y Is the applicant or future building occupant required to submit a business Djan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? I I Yes [_jNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or airwality management district? LJYes I I No Isthefacilitytobeconstructedwithin1,000feetoftheouterboundarycifaschoolsite? Fives flNo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT I EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I. 'E N O.:| H G 'A':.O-:E N C Y I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address OSHA An OSH A permit is required for excavations over 5'Cf deep and den^itJCflCfoanstnxtoofstjucturesoverSstorteinheight. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit Is not commenced within 180 days from tre date of such permit or if Rebuilding or wortj.aujfwrjze^ _, -----I /^^.-—,>B APPLICANT'S SIGNATURE / ^^ T^ / , DATE:z City of Carlsbad Bldg Inspection Request For: 01/26/2011 Permit* CB101210 Title: PRZESMICKI RES- REPLACE 2 Inspector Assignment: PD Description: EXISTING WINDOWS @ REAR OF HOUSE WITH NEW BIFOLD PATIO DOORS & ELECT Sub Type: RAD 2229 CORTE ANANAS Lot: 0 Type: RESDNTL Job Address: Suite: Location: APPLICANT JOHN BEERY Owner: PRZESMICKI STEVEN M Remarks: Phone: 8585839725 Inspector: Total Time: CD Description 19 Final Structural 39 Final Electrical Requested By: ERIC Entered By: JANEAN Act Comments Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# SW100070 ISSUED PRZESMICKI RESIDENCE; POOL./SPA Inspection History Date Description Act Insp Comments 01/25/2011 19 Final Structural CO PD NO ACCESS 2:00-2:15 CALLED ERIC AT 1:30 08/03/2010 14 Frame/Steel/Bolting/Welding AP PD 07/13/2010 11 Ftg/Foundation/Piers AP PD /' Structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 • Fax (619) 588-5955 Project Name:P'g'g-<eS*H CJO nA. Inspection Report of Project Address: 2 7 *• ^ CtTv -K. /V"< «*-?V«*- 1 Permit* ££|OI'2.1O Architect: !>*'Tf-^ {^rvTr-'l0 File#: Engineer: $ *- *• S "^v C fa r A" * DSA#. .— ^ s. T^v / -*. ' ; ' •Contractor: X T**"1 t *Y" We-t fj t^O-v ( KJW' PJ Other: •i.'". J - 1 ' ""''' • • • ' INSPECTION Structural Steel Masonry Concrete Fireproofirig Other: Other: Other- Other: MATERIAL SAMPLING QTY H.S. Bolts Prisms Mortar/Grout Cone. Cylinders Fireproof Other: Other: Other- Other: MATERIAL DESCRIPTION H.S. Bolts Cone. PSI Grout PSI Mortar PSI •"""Steel • •*• <T Elect/Wire Fireproof™ ^ Other: H,11 Lim /V*-*^i INSPECTION CHECKLIST X^Tlans/Specs Clearances Positions ^-^Sizes Laps Consolidation Torque Ft. Lbs: >• -Other: 2 S t«:^'':. .' Other: , 'fV>A, -Hb O tf -Me. lo o t CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwJs^otedJ have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. Inspector: MARIO BATTAGLIA Cert: 350 Date i Insp. Date: 1 Time Start: i Time Stop: Approved By: i Day W) "fi'l J / 0 ibayi: ; |Day3: ; !Day4: i ibayS: i Project Superintendent Structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 * Fax (619) 588-5955 Inspection Report Project Name: / <K X (£ J> Project Address: ^ ^ 2" f Architect: A? <$" Engineer: «3 *-"^ j> Contractor: , \ /-*7 f -^-/W . ^ INSPECTION Structural Steel Masonry Concrete FireproofinE V""" Epoxy Other: Other: Other: Other: 1? ' ' •/ *r)> C fe/ /\f~m*^ ^^C,' a/ij* /9*rt* *s •ft<v e." ^J f/$~~s^< • /v/f/J /J*fUf /L-._- y / MATERIAL SAMPLING QTY H.S. Bolts Prisms Mortar/Grout Cone. Cylinders Fireproof Other: Other: Other: Other: Page: ' of Permit #: C-i/J? File #: DSA #: ^- 7W other: Jr MATERIAL DESCRIPTION H.S. Bolts Cone. PSI Grout PSI Mortar PSI • "-' Steel S A '" r3- 7, ElectA^Vire Fireproof^, ^ ^" Other-~-\ft^r. 5«»X1 /XT*"' -, Other: L "" /-rfl /?— / Report #: <JV 2- /€?/ 2--//7 INSPECTION CHECKLIST ^^- Plans/Specs Clearances Positions ^-Sizes Laps Consolidation Torque Ft. Lbs: .^Other: 2 T(OJf Other: ~~~>/;^.. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, spectfieatjpns and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or projectJto I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise nole'a/l f comply with the approved plans, specifications, and applicable sections of the governing building l Inspector: MARIO BATTAGLIA Cert: 350 Signature this wprk to 7/27,4 Date ; Insp. Date: i Time Start: ! Time Stop: Approved By: iDayl: j ! Z ! «>; ^>^ ! Day 2: I ; Day 3: ! ! Day 4: i i Day 5: j - ! • ' ' ' '' ' '• • ' • v Project Superintendent City of Carlsbad Bldg Inspection Request For: 07/13/2010 Permit* CB101210 Title. PRZESMICKI RES- REPLACE 2 Inspector Assignment: Description: EXISTING WINDOWS @ REAR OF HOUSE WITH NEW BIFOLD PATIO DOORS & ELECT Type:RESDNTL Sub Type: RAD Job Address: 2229 CORTE ANANAS Suite: Lot: 0 Location: OWNER PRZESMICKI STEVEN M Owner: PRZESMICKI STEVEN M Remarks: Phone: 858583972 Total Time: CD Description 11 Ftg/Foundation/Piers Act Comments Requested By: ERIC Entered By: CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments Structural Inspections LLG Project Nami Project Address: » * Architect: " •* «?•*", f *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 • Fax (619)588-5955 Inspection Report C^fv K. Page:.of Report #:_ ,/V^Permit #: File #: Engineer; J *•** ^ Contractor: S f"*""1:.i A/' I" "'-" - " J INSPECTION • ' Structural Steel Masonry Concrete Firep*roofing w^Epoxy Other: Other: Other: Other: tvV£ 'fa r A * --;.'-'. se-tf) !,.,>«;s . JL*.^' nfi f MATERIAL SAMPLING QTY H.S. Bolts Prisms ' Mortar/Grout Cone. Cylinders Fireproof Other: Other: Other: Other: •DSA#: Other: MATERIAL DESCRIPTION H.S. Bolts Cone. PSI Grout PSI Mortar PSI -"'Steel •** I" Elect/Wire Fireproof,^ >***0ther: i> ! ^ ** 5«V y*^ <£** Other: i j, " tw*, /V* ^ INSPECTION CHECKLIST jWl'lans/Specs Clearances Positions .^izes Laps Consolidation Torque Ft. Lbs: **» Other: 2 5 C I* .' Other: ****S (?">* tj,* -Mi CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control; I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwfeg«qptedj have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. Inspector: MARIO BATTAGLIA Cert: 350 Signature Date i Insp. Date: j Time Start: O I Day 2:| Day 3:|Day4:iDayS: i Time Stop: Approved By:_ Project Superintendent A* BUILDING C ' T Y ° F Plan CheCk 1635 Faraday Avenue CARLSBAD Comments 760-6022719V^/»l \l-+Ji*n \t-^ www.carlsbadca.gov By: Steve Borossay (Contact Hours for Steve: Tues.-Fri., 1pm - 5pm) Phone. 760-602-7541 Permit: d-^^=> i 0 — \£. I O Address: Z-"2- 2—£b C ^OlZrn^- /-^f^AMA;^. pafe. *7/1 /f O . y. ^ * When corrections from all departments are received please run new prints. * | | Provide: A statement on the Title Sheet of the plans stating that the project shall comply with the 2007 CA Building Code, 2007 CMC, 2007 CPC, 2007 CEC and the 2008 CA Energy Efficiency Standards. O Provide: A note titled "Scope of Work" describing the work to be performed under this permit. Z. . 3, -^Krdhr--rW^ Approved on: By:. ENGINEERING SUN Structural Engineering, Inc. Consulting Structural Engineers 2091 Las Palmas Dr. Suite D Carlsbad, CA. 92011 Tel/Fax: 760-438-1188 Structural Calculations Przesmicki Remodel 2229 Corte Ananas Carlsbad, CA. 92009 Przesmicki RemodelSUN Structural Engineering, Inc. Date: 06/2010 ENGINEERING Consulting Structural Engineers gy. jyj ^Ma Sht-2 LOADING; EXISTING ROOF CONCRETE TILE 10.0 PSF 1/2" PLYWOOD 1.5 PSF TRUSSES @ 24" O.C. 3.5 PSF Vfc" GYP. BOARD 2.5 PSF INSULATION 1.0 PSF MECHANICAL & MISC. 1.5 PSF D.L.= 21.0 PSF L.L.= 20.0 PSF FLOORING 5.0 PSF 1/2" PLYWOOD 2.0 PSF 11-7/8" BCI745 @ 16" O.C. 3.5 PSF '/2" GYP. BOARD 2.5 PSF INSULATION 1.0 PSF MECHANICAL & MISC. 1.0 PSF D.L.= 15.0 PSF L.L.= 40.0 PSF Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title:Dsgnr: Project Desc.: Project Notes: Job* Prinied:23JUN2C10, 8:30AM Lic.# : KW-060Q6410 Description: HD-1 Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 License Owner : SUN STRUCTURAL ENGINEERING ING Calculations per IBC 2006, CBC 2007, 2005 NDS Wood Species Wood Grade : (Level Truss Joist : Parallam PSL 2.0E I L Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Fb - Compr Fb- Tension Fc-Prll Fc - Perp Fv Ft 2,900.0 psi 2,900.0 psi 2,900.0 psi 750.0 psi 290.0 psi 2,025.0 psi £ : Modulus of Elasticity Ebend-xx 2,000.0ksi Eminbend-xx 2,000.0ksi Density 32.210pcf 8,9.9 Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: 0 = 0.3070, L = 0.360 Wft, Tributary Width = 1.0 ft Uniform Load; D = 0.11250, Lr = 0.080 k/ft, Extent = 5.50 -» 8.0 ft, Tributary Width = 1.0 ft Point Load: 0 = 4.5320, Lr = 3.2370 k @ 5.50 ft Maximum Bending Stress Ratio = Section used for this span fb: Actual = FB: Allowable Load Combination Location of maximum on span = Span # where maximum occurs = Design OK 0.685 1 5.25x9.5 2,483.64psi 3,625.00psi 40-0.750Lr-K).750L+H5.477ft Span#1 Maximum Shear Stress Ratio Section used for this span fv: Actual Fv: Allowable Load Combination Location of maximum on span Span # where maximum occurs 5.25x9.5 208.41 psi 362.50 psi +D+0.750UH0.750L+H 7.248ft Span#1 Maximum Deflection Max Downward Live Load Deflection = Max Upward Live Load Deflection = Live Load Deflection Ratio = Max Downward Total Deflection = Max Upward Total Deflection = Total Deflection Ratio Maxitnum Forces & Stresses for Load Combin Load Combination Segment Length Overall MAXimum Envelope Length = 8.0 ft +D Length = 8.0 ft +0+L+H Length = 8.0 ft Length = 8.0 ft +D40.750LMX750L+H Length = 8.0 ft 0.113 in 0.000 in 851 0.248 in 0.000 in 387 atforts Max Stress Ratios Span* 1 1 1 1 1 M 0.856 0.534 0.665 0.667 0.685 V 0.719 0.446 0.567 0.551 0.575 Summary of Moment Values Mactual 16.34 10.20 12.68 15.91 16.34 fb-design 2,483.64 1,549.25 1,927.26 2,417.09 2,483.64 Fb-allow 2,900.00 2,900.00 2,900.00 3,625.00 3,625.00 Summary of Shear Values Vactual 6.93 4.30 5.47 6.64 6.93 fv-design 208.41 129.38 164.55 199.58 208.41 Fv-allow 290.00 290.00 290.00 362.50 362.50 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 '•: KW-060Q6410 Description : HD-1 Title: Dsgnr: Project Desc.: Project Notes : Job* Printed: 23 JUN 2010, 8:30AM License Owner: SUN STRUCTURAL ENGINEERING tNO Load Combination Span Max. "-"Defl Location in Span Load Combination Max. v Defl Location in Span Lr + L 0.2478 4.295 - Unfactored Loads 0.0000 0.000 Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span DOnly LrOnly LOnly Lr+LOnfy D + Lr+L 1 0.1350 1 0.0684 1 0.0447 1 0.1128 1 0.2478 4.295 0.0000 4.403 0.0000 4.027 0.0000 4.242 0.0000 4.295 0.0000 Support notation; Far left is #1 0.000 0.000 0.000 0.000 0.000 Load Combination Overall MAXimum DOnly LrOnly LOnly Lr-H.0nly D + Lr + L Support 1 —5216" 2.733 1.043 1.440 2.483 5.216 Support 2 83BT~ 4.626 2.394 1.440 3.834 8.460 ' L L= ^ ~%' ' x £- 'in** Title Biqck Line 1 You can changes this area using the "Settings* menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc.: Project Notes Job# VST^* ^VrA-vT"\ »*~ «-*»iayL;>*?--%*. Printed: 23 JUN 2010, 8:29AM Lie;:*.: KW-06006410 Description: NEW FOOTING l'~ ^£S!!l*akaa,£ ;r^.^*vfcLicense Owner: SUN STRUCTURAL ENGINEERING ING; Calculations per SBC 2006, CBC 2007, AC! 318-05 Material Properties fc: Concrete 28 day strength Fy:Rebar Yield EC : Concrete Elastic Modulus Concrete Density <1> Values Flexure Shear Analysis Settings Win Steel % Bending Reinf. Win Allow % Temp Reinf. Min. Overturning Safety Factor Min. Overturning Safety Factor AutoCalc Footing Weight as DL AutoCalc Pedestal Weight as DL 3.0 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.850 .001 40 .001 80 1.50 : 1 1 .50 : 1 Yes No Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Reference Depth below Surface Allow. Pressure Increase per foot of depth when base footing is below Increases based on footing Width Allow. Pressure Increase per foot of width when footing is wider than 2.0 ksf No 250.0 pcf 0.30 ft ksf ft ksf ft Width along X-X Axis Length along Z-Z Axi = Footing Thicknes = Load location offset from footing center.. ex: Along X-X Axis = ez: Along Z-Z Axis = Pedestal dimensions... px: Along X-X Axis = pz: Along Z-Z Axis = Height Rebar Centerline to Edge of Concrete.. at Top of footing = at Bottom of footing Bars along X-X Axis Number of Bars Reinforcing Bar Size Bars along Z-Z Axis Number of Ban- Reinforcing Bar Siz< 2.50ft 2.50ft 12.0 m in in in in in 3.0 in 3.0 in 3.0 #5.0 3.0 #5.0 Bandwidth Distribution Check (AC115.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone = n/a # Bars required on each side of zone = n/a Applied Loads P: Column Load OB: Overburden M-xx M-zz V-x V-z 4.630 Lr W 2.390 1.440 k ksf k-ft k-ft k k Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc.: Project Notes Job* Printed: 23 JUN 2010, 6:Z9AM : KW-06006410 License Ovwter : SUN STRUCTURAL ENGINEERING"INS! Description: NEW FOOTING Win. Ratio PASS 0.67270 PASS n/a PASS n/a PASS n/a PASS n/a PASS n/a PASS 0.083783 PASS 0.083783 PASS 0.083783 PASS 0.083783 PASS 0.080349 PASS 0.080349 PASS 0.080349 PASS 0.080349 PASS 0.15165 Soil Bearing Rotation Axis & Load Combination... X-X-H3 X-X. +D+L+H X-X. -KKHH X-X. +D-(0.750Lr-K).750L+H Z-Z. +D Z-Z +D+L-MH Z-z! +D+Lr+H Z-Z,,+CM}.750Lr-K),75pl-fH item Soil Bearing Overturning - X-X Overturning - Z-Z Sliding -X-X Sliding -Z-Z Uplift Z Flexure (+X) Z Flexure (-X) X Flexure (+Z) X Flexure (-Z) 1 -way Shear (+X) 1 -way Shear (-X) 1 -way Shear (+Z) 1 -way Shear (-Z) 2-way Punching * ~c % ' ~ Applied 1.3454 ksf 0.0 k-ft 0.0 k-ft 0.0k 0.0k 0.0k 1.2623 k-ft 1.2623 k-ft 1.2623 k-ft 1.2623 k-ft 7.4815 psi 7.4815 psi 7.4815 psi 7.4815 psi 28.2412 psi „ Capacity 2.0 ksf 0.0 k-ft 0.0 k-ft 0.0k 0.0k 0.0k 15.0660 k-ft 15.0660 k-ft 15.0660 k-ft 15.0660 k-ft 93.1128 psi 93.1128 psi 93.1128 psi 93.1128 psi 186.226 psi Governing Load Combination -KM).750Lr-K).750L-m No Overturning No Overturning No Sliding No Sliding No Uplift +1.20D+1.60Lr+0.50L -t-1.20D+1.60Lr+0.50L +1.20D+1.60IJH0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60LM3.50L +1.20D-<-1.60Lr-K).50L +1.20D+1.60Lr-t0.50L +1.20D+1.60Lr-K).50L +1.20D-i-1.60LN).50L Actual Soil Bearing Stress Actual f Allowable Gross Allowable 2.0 ksf 2.0 ksf 2.0 ksf 2.0 ksf 2.0 ksf 2.0 ksf 2.0 ksf2.0 ksf Xecc Zecc n/a 0.0 in n/a 0.0 in n/a 0.0 in n/a 0.0 in 0.0 in n/a 0.0 in n/a 0.0 in n/a 0.0 in n/a +Z +Z 0.88580 ksf 0.88580 ksf 1.1162 ksf 1.1162 ksf 1.2682 ksf 1.2682 ksf 1.3454 ksf 1.3454 ksf n/a ksf n/a ksf n/a ksf n/a ksf n/a ksf n/a ksfn/a ksf n/a ksf -X -X n/a ksf n/a ksf n/a ksf n/a ksf n/a ksf n/a ksf n/a ksf n/a ksf 0.88580 ksf 0.88580 ksf 1.1162 ksf 1.1162 ksf 1.2682 ksf 1.2682 ksf 1.3454 ksf 1.3454 ksf Ratio 0.443 0.558 0.634 0.673 0.443 0.558 0.634 0.673 Rotation Axis & Load Combination..Overturning Moment Resisting Moment Stability Ratio Status X-X. +0 X-X, +D-H.+H X-X. -»€>4.MH X-X. +D+S+H X-X. *CK).750Lr*<}.750L*H X-X, H-D+0.750L+0.750S+H X-X. +D+W+H X-X.-*CW).70E-iH X-X. •€>40.750Lr+0.750LK).750W+H X-X, +D-K).750L-t0.750S-*0.750W-»-H X-X, •HD-tQ.750Lr+0.750L+0.5250E+H X-X, +{M).750L40.750S-'0.5250E+H X-X, -tO.eODH-W-HH X-X. O.60D+0.70E+H Z-Z.+D Z-Z, +T>LtH Z-Z.+D+U-+H Z-Z. +D+S+H Z-Z, -K)-K).750Lr^.750L+H Z-Z. +T>0.750L-t0.750S-HH Z-Z.+D+W+H Z-Z, -KW).70E-fH Z-Z, -HD-*0.750Lr+0.750L-K).750W+H Z-Z, -KDt0.750W3.750S-*Q.750W-*l Z-Z, +D40.750Lr-K).750L+0.5250E+HZ-Z. +D-*0.750L-.0.750S40.5250E+H None None None None None None None None None None None None None None None None None None None None None None None None None None 0.0 k-ft 0.0 k-ft0.0 k-ft • 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft Infinity Infinitv Infinity Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv Infinitv OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK Title Block Line 1 You tan changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Printed: 23 JUN 2010, 8:29AM Lsc.#: KW-06006410 License Owner : SUN STRUCTURAL ENGINEERING INC Description: NEW FOOTING Rotation Axis &Load Combination...Overturning Moment Resisting Moment Stability Ratio Status None None O.Ok-ftO.Ok-ft Infinity Infmitv OK OK Force Application Axis Load Combination..Sliding Force Resisting Force Sliding SafetyRatio Status X-X, -43 X-X.-KM.+H X-X +D+Lr-4i X-X.+D4S+H X-X.-f€W3,750Lr«0.750L+H X-X.-»0-^.750L-K).750S-HH X-X. +D+W+H X-X, +D+0.70E+H X-X, H-D-t0.750Lr-*0.750L+0.750W+H X-X, -10+0.750L+0.750S+0.750W+H X-X. +D-t0.750Lr+0.750L-K).5250E-HH X-X, ->C«).750L+0.750S-K).5250E+H X-X, -+0.60D+W+H X-X. -t0.60D-K).70E+H Z-Z. +D Z-Z. -HD-H.+H Z-Z, +D+Lr+H Z-Z +D+S-H-) Z-Z, +D*OJ50Lr«).750L*H Z-Z, +D-»0.750L-K).750S+H Z-Z, -HD-»0.750Lr-K).750L-K).5250E+H Z-Z, +OK).750L+0.750S-K).5250E+H Z-Z.-*0.60D+W-m Z-Z, -K).60D-K).70E+H Z-Z. -KD+W-+H Z-Z.+D-K1.70E-1+1 Z-Z, -HW).750l^.750LK).750W+H ft-; ',.,' 0.0k 0.0k 0.0k 0.0k 0,0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 0.0k 1.6609k 2.0929 k 2.3779k 1.6609k 2.5226k 1.9849k 1.6609k 1.6609k 2.5226k 1.9849k 2.5226k 1.9849k 0.99653k 0.99653k 1.6609k 2.0929k 2.3779k 1.6609k 2.5226k 1.9849k 2.5226k 1.9849k 0.99653k 0.99653k 1.6609k 1.6609k 2.5226k 1.9849k No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina No Slidina OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OKOK OK OK OK Footing FlexureLoad Combination...Which Tension @BotMu Side ? or Top? AsReq'd Gvm.As Actual As Phi*Mn Status X-X. +1 .400 X-X, +1.40D X-X, +1.20OK).50Lr+1.60L+1.60H X-X, +1.20CW).50Lr+1.60L+1.60H X-X.+1.20D+1.60LKJ.50L X-X.+1.20D+1.60Lr*0.50L Z-Z. +1 .400 Z-Z.+1.40D Z-Z. +1 .20D-K).50Lr4-1 .60L+1 ,60H Z-Z, +1.20D-t0.50Lr+1.60L+1.60H Z-Z, +1. 200+1 .60UMX50L Z-Z, +1 .20D+J ,6QLM).50L Load Combination... +1.40D +1.20CW).50Lr+1.60L+1.60H " -s^fflHSHP^KBP^*'"'..''*' » *• * Load Combination... +1.40D +1.20D-K).50Lr+1.60L+1.60H -t-1.20D+1.60Lr-K).50L 0.81011 k-ft +Z Bottom 0.81011 k-ft -Z Bottom 1.1317 k-ft +Z Bottom 1.1317 k-ft -Z Bottom 1.2623 k-ft +Z Bottom 1.2623 k-ft -Z Bottom 0.81011 k-ft -X Bottom 0.81011 k-ft +X Bottom 1.1317 k-ft -X Bottom 1.1317 k-ft +X Bottom 1.2623 k-ft -X Bottom 1.2623 k-ft +X Bottom 0.2592 mm Minimum Soec'd 0.3720 in2/ft 0.2592 'mm Minimum Soec'd 0.3720 in2/ft 0.2592 in2/ft Minimum Soec'd 0.3720 in2/ft 0.2592 in2/ft Minimum Soec'd 0.3720 in2/ft 0.2592 mm Minimum Soec'd 0.3720 in2/ft 0.2592 mm Minimum Soec'd 0.3720 mm 0.2592 mm Minimum Soec'd 0.3720 in2/ft 0.2592 mm Minimum Soec'd 0.3720 in2/ft 0.2592 mm Minimum Soec'd 0.3720 in2/ft 0.2592 mm Minimum Soec'd 0.3720 in2/ft 0.2592 mm Minimum Soec'd 0.3720 in2/ft 0.2592 mm Minimum Soec'd 0.3720 in2/ft 15.0660 k-ft OK 15.0660 k-ft OK 15.0660 k-ft OK 15.0660 k-ft OK 15.0660 k-ft OK 15.0660 k-ft OK 15.0660 k-ft OK 15.0660 k-ft OK 15.0660 k-ft OK 15.0660 k-ft OK 15.0660 k-ft OK 15.0660 k-ft OK Vu@-X Vu@+X Vu@-Z Vu@+Z Vu:Max PhiVn Phi*Vn/Vu Status 4.8015 osi 4.8015 DSi 6.7074 osi 6.7074 osi 7.4815 DSi 7.4815 osi Vu 18.1247 osi 25.3192 osi 28.2412 osi 4.8015 DSi 4.8015 osi 4.8015 osi 93.1128 osi 6.7074 osi 6.7074 osi 6.7074 osi 93.1 128 osi 7.4815 DSi 7.4815 DSi 7.4815 osi 93.1128 DSi PhPVn Phi*Vn/Vu 186.226osi 0.097327 osi 186.226osi 0.13596 osi 186.226osi 0.15165 DSi 0.051566osi OK0.072035osi OK 0.080349osi OK Status OK OK OK Prescriptive Certificate of Compliance: Residential CF-1R-ALT Residential Alterations (Page 1 of 5) project^ PRZESMICKI REMODEL Climate Zone # ~J # of Stories2 General Information siteAddresS:2229 CORTE ANANAS Building TvpeBH Single Family O Multi Family Conditioned Floor Area (CFA): 3C^V> 5f Enforcement Agency: CARLSBAD Date' 06/30//20 1 0 Circle the Front Orientation: N, E, S, W, or degrees Project Type: l*l Alterations |BEnvelope|x;| Fenestration £] Roof O HVAC Replacement or Change Out Fl Duct Replacement O Water Heater NOTE: This form is not to be used for Newlv Constructed Buildings or Additions Insulation Values For Opaque Surfaces (for Furring use the Mass and Furring Strips Construction table below) Assembly Alteration Q Opening of framed cavity alone- Alterations that involve the opening of the framed cavity of a -wall, ceiling, or floor must install the mandatory minimum insulation value per §150 for the altered assembly. Fill in Columns A -C and enter mandatory insulation value in Column H. HI Replacement of entire assembly- Replacement of an entire -wall, ceiling, or floor assembly requires the installation of Component Package- D insulation values in Table 15 1-C. Fill in Columns A- J. Opaque Surface Details For the furred portioned of Mass Walls see Furring Strips Construction Table below. A | B C | D Proposed SeeNote Tag/ ID1 SEE A-1 Assembly Name or Type2 WOOD FRAME Framing Material and Size2 2X4 Thickness, Spacing, or Other3 16"O.C. E Standard U- factor4 0.4 F G H I I J Values From JA4 Table JA4Table Number5 1 Framed Cavity R-value6 R-13 Continuous Insulation R-Value7 0.063 JA4 Assembly Row/Col8 - Proposed Assembly U-factor9 0.5 fe vi Note: For furred assemblies, accountingfor Continuous Insulation R-value, see Page JA4-3 and Equation 4-1. For calculating furred vails use the Mass and Furring Construction table below. 1. For Tag/ID indicate the identification name that matches the building plans. 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc...Indicate in column G the Frame material and Size: For Wood, Metal, Metal Buildings, Mass, enter 2x4, 2x6, or etc... see JA4for other possible frame type assemblies. 3. Enter the thickness for mass in inches or Spacing between framing members enter; 16"or 24"OC; or Other for all other assembly description such as Concrete Sandwich Panel, Spandrel Panel, Logs, Straw Bale Panel and etc.... 4. Based on the Climate Zone; enter the equivalent U-factor found in JA4 Table based on the R-Valuefrom Table 151-B, C, or D 5. Enter the Table number that closely resembles the proposed assembly. 6. Enter the R-value that is being installed in the wall cavity or between the framing; otherwise, enter "0". 7. Enter the Continuous Insulation R-value for the proposed assembly; otherwise, enter "0". 8. Enter the raw and column of the U-factor value based on Column F Table Number and enter the Assembly U-factor in Column J 9. The Proposed Assembly U-factor, Column J, must be equal to or less than the Standard U-factor in Column E to comply. F5ftia&jitrips Construction Table for Mass Walls Only I P I H I J I K Proposed Propertie^aCJ^asonry and Concrete Walls From RcTfcrwige Joint Appendix Table 43.5,4^ Added Interior or Exterior Insulation in Furring Space from Reference Joint Appendix Table 4.3.13 2008 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: Residential CF-1R-ALT Residential Alterations (Page 2 of 5) Project^: PRZESMICKI REMODEL Climate Zone # y # of Stories2 Mass and Furring Strips Construction (footnotes) 1. Indicate the type of assembly to include; Hollow Unit Masonry Walls, Solid Unit Masonry, Solid Concrete Walls, Etc. Additional assemblies can be found Reference Joint Appendix JA4. 2. This is the U-Factor based on the thickness of the assembly in inches. 3. The R-value of the insulation to be added on the interior or exterior of the assembly. 4. The Calculated R- Value is the R-value of the furred out section of the assembly. 5. -6. The Final Assembly is calculated using Equation 4-2 or Equation 4-4ofthe Reference Joint Appendix JA4. The equation is the inverse of Column D added to Column I. Column K is the inverse from column J. 7. Insert the calculated U-factor value on to the Opaque Surface Details in Column J FENESTRATION PROPOSED AREAS D Replacing window alone — Replacement windows shall meet the U-Factor and SHGC Value requirements of Component Package D in Table 151-C. The Total Fenestration and West-facing Area requirements are not applicable. jxj Adding 50ft2 or less of window area — Newly installed windows shall meet the U-Factor and SHGC Value requirements of Component Package D in Table 151-C. Q Adding more than 50ft2 of window area - Newly installed windows shall meet the U-Factor and SHGC Value and the Fenestration Area requirements of Component Package D in Table 151-C. Complete the Altered Fenestration Allowed Area Table on Page 2 of the CF-1R-ALT Fenestration Type and Frame (Window, Glass Door or Skylight) GLASS DOOR GLASS DOOR Orientation (North, East, South, West) SOUTH SOUTH PropsedArea1 (ft2) less 1 3.5 sf less 5.5 sf Maximum U-factor2'3 0.57 0.57 Maximum SHGC2'3'4 0.25 0.25 NFRC or Default Value5 NFRC NFRC /. Fenestration area is the area of total glazed product (i.e. glass plus frame). Exception: When a door is less than 50% glass, thefenestration area may be the glass area plus a "2 inch frame " around the glass. 2. Enter value from Component Package D Requirements in Table 151-C. 3. Actual fenestration products installed and as indicated in CF-6R-ENV Form shall be equivalent to or have a lower U-factor and/or a lower SHGC value than that specified on the CF-1R ALT Form. 4. Submit a completed WS-3R Form if a reduced SHGC is calculated with exterior shading. S.If applicable at this stage enter "NFRC" for NFRC Certified windows or are CEC "Default" values found in Table 116-A orB. "&KTJSRED FENESTRATION ALLOWED AREAS (Complete if more than SOff of fenestration is added)^•\^ ^x. Total Fenestration Area^ft2) West Fenestration Area1-3 (Required In CZ's2,4&7-15) A CFAof DweTEftg^ B Allowed %of CFA2'3 "\ C Existing Fenestration Area4 • —\, D Area Removed5 ^ < E Fenestration AreaAddgdS-" ^^ F Allowed^" ^ — Area(AxB) > > ,^-""^G Proposed Area1' 4 (E-D) + C 1. The Proposed West Fenestration Area includes We§l*st6ping skylight area and any mhec^kvlight area with a pitch less than 1:12. 2. Enter 20% when no West orientation restricji0frorl5% when West fenestration is being instaitedjnClimate Zones 2, 4, & 7-15. Note that the maximum allowed fenestration canpniyw 5% of the CFA as indicated in Column F. Column G mu^t^ggual to or less than Column F. 3. In climate zones 2, 4, J-lS^jiefftore than 5% of the CFA is allowed for west-facing glazing. ^**~***~**~*^ 4. Existing Fenestratioji^feamust be counted toward the maximum allowed 15% or 20% of the whole building andcdteulgted in Column G. The Proposed Aje&must be less than or equal to Column F. ^*^*^~-^_ 5. Entgfrtflejimestration removed as part of the alteration if any in column D. ^**"^~^«^ >.r the Fenestration area that is being added as part of the alteration. ^-^. 2008 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: Residential CF-1R-ALT Residential Alterations (Page 3 of 5) Project Name: PRZESMICKI REMODEL Climate Zone #7 # of Stories2 BQOFING PRODUCTS (COOL ROOFS) §151(f)12 Wheh^the area of exterior roof surface to be replaced exceeds more than 50% of the existing roof area, or more than 1,000 fr, whichever]® less, the^new roofing area must meet the roofing product "Cool Roof requirements of§152(b)lHi, 152(b)lHU, or 152(b)lHiiL <everis Check appasable alternative or exception below if the roof alteration is exempt from the roofing product "Cool Roof requirements. _, one of the alternatives or exception below is checked, the Aged Solar Reflectance and Thermal Emittance requirements for roofm §118(i) are not applicable. Do not fill table below. 9te: If any ducts in LJ Cool Roofs Not DCool Roofs Not than Slb/ft2. in Climate Zones 1-12,14, and 16 with a Low Sloped. Less or 2:12 pitch. in Climate Zones 1 through 9 and 16 with a Steep-Sloped Roofs (pitch greater than 2:12)unit weight less Alternatives to §152(b)T Hi ata D §152(b)Hii, Steep-slope roof (pitch >2:12) of at least 0.85 hr-fP-T/Btu or at least a 3/4 inch air-space is added to the iInsulation with a thermal over an attic; or D Existing ducts in the attic are insulted and sealed according to § 15 l(f) 10; or D In climate zones 10,12 and 13, with 1 B^of free ventilation area of attic ventilation for every 150 ft2 where at least 30 percent of the free ventilation area is within 2 feet vertical distance of the roof rii D Building has at least R-30 ceiling insulation; D Building lias radiant bawierm me attic meeting ^requirements of §151(f)2;or O Building has no ducts in the attic; or D In climate zones 10,11,13 and 14, R-3 or greater roof 3bclc insulation above vented Exception to §152(b)lHiii, Low-slope root (pitch <2:12) D Building has no ducts in the attic. deck •attic floor area, and or Other Exceptions N. / D Roofing area covered by building integrated; photovoltaic panels ano^wr thermal panels are exempt from the below Cool Roof criteria. D Roof constructions that have thermal mass over the roof membrane vftuKat least 25 Ib/ft2 is exempt from the below Cool Roof criteria. Note: If no CRRC-1 label is available, this compliance method cannm be useU.use the Performance Approach to show compliance, otherwise, Check the applicable box below if Exempt from the Roofing products "CooT^oof Requirement: CRRC Product ID Number1 / / Roof Slope / < 2:12 >2jKL D, P"/n D n /n D n n n Product WeighK < Slb/ft2 > Slb/ft2 D D n D D aa Da D Product ^Type2 \ \ Aged Solar Reflectance3'4 cf cf*r D1'or \\ Thermal Emittance SRI5 1. The CRRC Product ID Number cembe obtained from the Cool Roof Rating Council's Rated Product Directory at www. coolroafs(.pre/products/search.php 2. Indicate the type of product isyoeing used for the rooftop, i.e. single-ply roof, asphalt roof, metal roof, etc. '. If the Aged Reflectance is oot available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance VfSyefrom the same directory and use thej^quation (0.2+0.7(pjnitjai- 0.2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance. '. Check box if the Agaa Reflectance is a calculated value using the equation above. '. Calculate the SRfvalue by using the SRI- Worksheet at http://www. energy, ca. ifov/title24/ and enter the resulting value in the SRI Column abave^sftd attach acopy of the SRI- Worksheet to the CF-1R. To apply Lffquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in § 118(i)4. Select the applicable coatingN Aluminum-Pigmented Asphalt Roof Coating Cement-Based Roof Coating Other 2008 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: Residential CF-1R-ALT Residential Alterations (Page 4 of 5) Projects pRZESMICKI REMODEL Climate Zone # y # of Stories2 HVAC SYSTEMS - HEATING Heating Equipment Type and Capacity1'23 (E) FURNACE Minimum Efficiency (AFUEorHSPF) 80% Distribution Type and Location4 DUCTS Duct or Piping Insulation R-Value 4.2 Thermostat Type SETBACK Configuration (Central, Split, Space, Package or Hydronic) CENTRAL 1. Indicate Heating Type (Central Furnace, Wall Furnace, Heat pump, Boiler, Electric Resistance, etc.) 2. Electric resistance heating is allowed only in Component Package C, or except -where electric heating is supplemental (i.e., if total capacity <. 2 KWor 7, 000 Btu/hr electric heating is controlled by a time-limiting device not exceeding 30 minutes). See §151(b)3 exception. 3. Refer to the HERS Verification section on Page 4 of the CF-1R-ALT Form for additional requirements and check applicable boxes. 4. Indicate Type or Location (Ducts, Hydronic in Floor, Radiators, etc.) HVAC SYSTEMS - COOLING Cooling Equipment Type and Capacity1'2 (E) FURNACE Minimum Efficiency (SEER/EERor COP) 80% Distribution Type and Location3 DUCT Duct or Piping Insulation R-Value 4.2 Thermostat Type SETBACK Configuration (Central, Split, Space, Package or Hydronic) CENTRAL 1. Indicate Cooling Type (A/C, Heat pump, Evap. Cooling, etc) 2. Refer to the HERS Verification section on Page 4 of the CF-1R-ALT Form for additional requirements and check applicable boxes. 3. Indicate Type or Location (Ducts, Hydronic in Floor, Radiators, etc.) WATER HEATING List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. Individual dwelling DHW heaters must be gas or propane fired. Hot water pipe insulation from the DHW heater to the kitchen(s) and on all underground hot water pipes is required in all component packages in all climate zones. Water Heater Type/Fuel Type1 SMALL GAS Distribution Type (Standard, Recirculating)2 STANDARD Number In System 1 Tank Capacity (gal) 40 GAL Energy Factor or Thermal Efficiency 0.62 External Tank Insulation R-Value3 - I. Indicate Type (Storage Gas, Heat Pump, Instantaneous, etc.) 2. Recirculating systems serving multiple dwelling units shall meet the recirculation requirements of§150(n). The Prescriptive requirements do not allow the installation of a recirculating water heating system for single dwelling units. 3. The external water heating tank and pipes shall be insulated to meet the requirements of§150(j). SPECIAL FEATURES The enforcement agency should pay special attention to the Special Features specified in this checklist below. These items may require -written justification and documentation and special verification. NEW ROOF ASSEMBLY - Radiant Barrier The radiant barrier requirement of §151(f)2 does not apply to roof alterations. Slab Edge (Perimeter) Insulation Q\'ES El NO YES: In Climate Zone 16 in Component Packages D, R-7 insulation is required. Heated Slab Insulation Q YES fxJVO YES: Slab edge insulation required for all heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slab Insulation DYES |x]NO YES: In Climate Zones 1, 2, 1 1, 13, 14 & 16, R-8 insulation is required; in Climate Zones 12 & 15, R-4 is required under component Package D. Thermal Mass To obtain Compliance Credit for the installation of thermal mass, use the Performance Approach. 2008 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: Residential CF-1R-ALT Residential Alterations (Page 5 of 5) Project^ PRZESMICKI REMODEL Climate Zone # ~7 # of Stories2 HERS VERIFICATION SUMMARY The enforcement agency should pay special attention to the HERS Measures specified in this checklist below. A completed and signed CF-4R Form for all the measures specified shall be submitted to the building inspector before final inspection. Duct Sealing & Testing HERS verification is required for this measure. DYES DYES ) YES: In Climate Zones 2 and 9-16, if more than 40 linear feet of new or replacement ducts are installed in unconditioned space, the ducts are to be sealed per §152(b)lDii and the newly installed ducts are to be insulated per §151(f)10. D EXCEPTION: Existing duct systems that are extended, which are constructed, insulated or sealed with asbestos. i YES: In Climate Zones 2 and 9-16, if the existing space-conditioning system (HVAC equipment and ducting) is replaced, the ducts are to be sealed per §152(b)lDi. i YES: In Climate Zones 2 and 9-16, if the existing HVAC equipment is replaced (including the replacement of the air handler, outdoor condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) the ducts are to be sealed per §152(b)lE. D EXCEPTION: Duct systems that are documented to have been previously sealed confirmed through HERS verification in accordance with procedures in the Reference Residential Appendix RA3. Q EXCEPTION: Duct systems with less than 40 linear feet in unconditioned space. f1 EXCEPTION: Existing duct systems constructed, insulated or sealed with asbestos. ' Refrigerant Charge - Split System HERS verification is required for this measure. D YES EJ3 NO YES: In Climate Zones 2 and 8-15, when the existing HVAC equipment is replaced (including the replacement of the air handler, outdoor condensing unit of a split system A/C or heat pump, cooling or heating coil, or the furnace heat ^ exchanger) a refrigerant charge measurement shall be verified per §152(b)lF. Central Fan Integrated (CFI) Ventilation System and Fan Watt Draw The ventilation requirements of §150(o) do not apply to existing residential homes. Ducted Split Systems - Air Conditioners and Heat Pumps: Airflow HERS verification is required for this measure. D YES EJ NO YES: In Climate Zones 10 through 15, when the existing space-conditioning system (HVAC equipment and ducting) is replaced, the airflow and fan watt draw shall be verified per §152(b)lCi to meet the requirements of §151(f)7B. Documentation Author's Declaration Statement / \ • I certify that this Certificate of Compliance documentation is accurate and complete. \ ^~ — ** Name:JOHN BEERy Company BEERY GROUP, INC. Signature: j /^*" /&' (l Address: 2Q91 LAS PALMAS DRIVE, SUITE Dv ciiy/st^e/zip: CARLSBAD, CA 9201 1 ™* 06/30/20 10 If ApplicableCJcEA orOCEPE (Certification #): Phone:760_438_2963 Responsible Building Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. • I certify that the energy features and performance specifications for the building design identified on this Certificate of Compliance conform to the requirements of Title 24, Parts 1 and 6 of the California Code of Regulations./^X • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculationp, plans and specifications^submitted to the enforcement agency for approval with this building permit application. ^^ Name: JQHN BEERY Company: BEERY GROUP, INC. Signature: >•*" V ^/\\ Address: 2QQ1 LAS PALMAS DRIVE, SUITE D' City/State/Zip: QARLSBAD, CA 9201 1 Date: 6/30/20 10 License: Q-1 5426 phone: 76Q-438-2963 For assistance or questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-3300. 2008 Residential Compliance Forms March 2010 Check a License - Contractors State License Board Page 1 of 1 *XAContractors License Board Contractor's License Detail - License # 481038 DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. •* CSLB complaint disclosure is restricted by law (B&P 7124.6) If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. •* Per B&P..7071,.|7 , only construction related civil judgments reported to the CSLB are disclosed. "» Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. ••» Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number 481038 Extract Date: 7/8/2010 Business Information STEIGERWALD-DOUGHERTY INC P 0 BOX 884 SOLANA BEACH, CA 92075 Jntity: _Cprp_oratipn_ __ jsiuejDatej _" ILlZ—jMs/jIss.,!! II1L_Z ZI~ZZ_ZZLI IIJZLIIZIIIZIZ _H ^JExpireDate__ ZIljMlliSJlJ 11J1ZILIZI__^^ License status This license is current and active. All information below should be reviewed. ^dditional^Stetus: . CLASS DESCRIPTION B Classifications: CONTRACTOR'S BOND This license filed Contractor's Bond number 69204154 in the amount of $12,500 with the bonding company .WSIER.N.S.U.R.E.IY..CQMPANY, Effective Date: 01/01/2007 Bonding: Workers' Compensation: BOND OF QUALIFYING INDIVIDUAL 1. The Responsible Managing Officer (RMO) STEIGERWALD DAVID certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 10/15/1985 BQTs Bonding History ___________ This license has workers compensation insurance with the EVEREST NATIONAL INSURANCE COMPANY Policy Number:7600003286091 Effective Date: 09/01/2009 Expire Date: 09/01/2010 Workers' Compensation History Personnel listed on this license (current or disassociated) are listed on other licenses. Corjd!t!grj§jofJJse | P.rjvacyJM!.cy. Copyright © 2010 State of California https://www2.cslb.ca.gov/OnlineServices/CheckLicenseII/LicenseDetail.aspx?LicNum-4... 07/08/2010 ^ ^ <?No W2;W O It ?I c) t D M UOZ6 VO 'poqs|JDO SD-| 0 N I n o a o A y 3 3 a 103ilHOyV o -50_J 0) >- DC O1— O Ldoc Q 1—o Ld~3 O DC Q_ co E . £J — o slE cO < •^ n *>> O -t-> fy ° 0 ° "5." CN 01 Q CN CO (_ 1— (_ ^> O -3 ct: Ld a:a. 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