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9806-055 (SFD)LICENSED CONTRACTOR DECLARATION f hereby affirm under penalty of perjury that I am licensed under provisions of C apt'er 9 (commencing with Section 7000) of Division 3 of the Business and 'Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date CV.14C; 1.2111/98 Date Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: (Y) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner -of the property, am exclusively "contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code),.- (/Cam, exempt, under Section B&P.C. for, this reason vDate � � % . Signature 'of Owner - WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations:" ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided forlby Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Sec( ) - I have and will maintain workers' compensation insurance, as required by tion 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Cartier Policy No. (This section need not be ,0,,F ed if the permit valuation iso 1 070f0 oar legs). ( ) 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, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code,w'th comply withShcasel 1rovisions. i Date: Applicant 0_ "—` Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his;. application. 1. Each person upon whose behalf this application is made & each person at 1 whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & 'hold harmless the City of La Quinta, its officers, agents and employees: 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of. such ,- permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information. is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned propert or, inspection purposes. VSlgnature (Owner/Agent) Date ,a BUILDINGPERMIT PERMIT.# CONTROL# G DATE VALUATION LOT "0"55 TRACT" _ tS./ � JOB SITE + APN 1 ADDRESS 51,.iKn AVVNIDA VA .r,b:.10 3-n'd 87 OWNER CONTRACTOR/DESIGNER/ENGINEER fSNOE'L POMPA MARTINEZ OW'NERI13l3ILDE.RWITH CVHC 91'760 AVE tib #13.1.04 45701; MONR0E sT S".PI? G MECCA CA 92254 INDI(� CA U2201 "P .(260)34'7-3157' ." : CBL :.. USE OF PERMIT ter. • SFD (1302Hi.) • PF.RA+iTT DOES NOT INCLUDE BLOCK WALLS OR: PO04. PLAN CE1ECK PORTION OF F60S REDUCED '1750/a F'OR MULTIPL"6 ISSUANcF3 n .-fin FN a >��' • TRACT CONSTRU'CT'ION 1,302.00 SF PORCHIPAI'IO 159.00 SF " OARACI•FJCARPORT 517:00_ SF , ''x'916 ATED COST Of? coNsnuCT ION 82,946.50 PERMIT FEE SUM]ALARY . CONSTRUC"q':ION:FEE IOl-000-4.18-000 $56100 "PLAN CMICK FEE 1014)(10-439-3-18 $110.23 WXNANICAL FEE IOTA 0-421-000 $40.50 0XCTRECAL FSE 101'-oob-'420-000 &119.41 PLUMBING FEE ! 01-(100-41+�-ti00 `� I Z I,Sfl STRONG MOTION FEE RESW 101-0004111-000 GRADING FEE 101-000423-000 T20.60' 1NE RA4'IRUC'i`LW FEE 225-000-443-342 PRECISE PLAN ' . 101-000-441-345 $25.00 k, suj3-1Y3'1AL COI+iS"CRUCT1CJ.fCANUPLAN 'CHECK $2,834.65 ;4 JUiU 1 'r�°� F. <1.'ESS "�1-PA1Or1sES $0,1)u ..• TOTAL PERMIT FEU DUE NON ..iD4. ��.7't.b� �, �,sr ,� _ - * RECEIPT DATE :BY •4. DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR. BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings �— Ducts Slab Grade Return Air Stee Combustion Air oof Deck Exhaust Fans to Wrap _ ?j Q F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath– Drywall -,Int. Lath — < Final _ 5� Final 7�� POOLS - SPAS BLOCKWALL APPROVALS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines ' ���— Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test �(p– Appliances Final COMMENTS: Final �f Utility Notice (Gas) – ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power 1 Final Utility Notice (Perm) �, Iry 0 P.O. BOX 1504 Building 78-495 CALLE TAMPICO Address S 500 '49�" LA QUINTA, CALIFORNIA 92253 Mailing Address City Zip Tel. I M115ccA I 19212sli 396- 4610-3 -- -- - pwNe7z ✓3wuLDe-;Z Address Tel.. State Lic. City & Classif. Lic. # Arch., Engr., Designer Address Tel. City (Zip ( State I Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (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 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or thathe 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-1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) I I I, as owner of the property, am exclusively contracting with licensed contractors to con. struct 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 who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) i 7 1 am exempt under Sec. / B. & P.C. for this reason Date �O Owner WORKERS' COMPENSATION DECLARATION 1 hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3900, Labor Code.) Policy No. Company n Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need nor be completed if the permit is for one hundred dollars (5100) valuation or less.) I certify that in the performance of th? 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. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated,.and is subject to expiration if work thereunder is suspended for 180 days. ' I certify that 1 have read this application and state that the above information Is correct. "I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. ttY�4'^s Signature of apiplicant cygc.;. er �,'•_ -. • -• Date '- Mailing Address -,. City, State, Zip .`'1• •Ari.: `�•: �, T WHITE = FINANCE YELL of APPLICATION ONLY BUILDING: TYP�E'CONST.00C. GRP. '! A.P. Number -7-7-3-064 —00-7 Description ;t Description -51AIU,6 mitt) R�5%�QIILE Sq. Ft. No. No. Dw. Size Stories Units New Add ❑ Alter ❑ Repair ❑ Demolition ❑ PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: PINK = BUILDING DIVISION;; 8 Desert,Sands Unified School District '47-950 Dune Palms Road Notice: La Quinta, CA 92253 Document Cannot Be Duplicated 760-771-8515 "< CERTIFICATE OF COMPLIANCE ' Date 6/16/98 APN # 773-084-0071 No. 1718.6,Jurisdiction La Quinta Owner NameCoachella Valley Housing Coalition "I. permit # No: 51-380 street Avenida Vallejo Log # City'La Quinta zip 92253 Study Area Tract # Lot #. Square Footage 1'5302'= Type of Development Single Family Residence , No. of Units 1 Comments At the present time, the Desert_ Sands Unified School'`Di"strict does .not, collect fees on garages/carports, covered patios/walkways, residential additions under 50.0 square feet, detached, accessory structures or replacement mobilehomes. It has been determined the, above-named owner_ is'exempt from paying school fees at this time due to the following reason: , EXEMPTION'NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of _ � 1.93 X 1,302 or $ 2,512.86 the property listed above aAd;M1t buildi.-ig't permits and/or Certificates of Occupancy for this square footage in this proposed pS5ject.inay�ow be issued-.,' Fees Paid By Cashier Check/B of A/David BrudvikX lephto e�' 3=41 3157 Name on the check " By Dr. Doris Wilson Superintendent Fee collected /exempted by Juanita Green Payment Received $2,512.86 ` Check No. 20099.14990 Signature - NOTICE: Pursuant of Assbty Bill 31181 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identifiedabove will begin to run fro the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to collect them on the District('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or 'city plan check application form to 'district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting Coachella Valley Housing Coalition Plaza I, 45-701 Monroe Street, Suite G., Indio, CA 92201 _ TEL: (760)347-3157 FAX: (760) 342-6466 e s ATTORNEY-IN-FACT AGREEMENT I/We hereby appoint COACHELLA VALLEY HOUSING COALITION, and/or any of its authorized agents as my/our attorney-in fact for the purpose of ezecutirng any notices of completion, waiver, of liens and/or executing contracts with subcontractors, and/or release of liens and/or handling building permits relating to that certain real property described below. All that.certain land located and being in the County of Riverside, State of California, described as follows: LOT 1`8-OF- BLOCK 65 OF1 UNIT 6 OF SANTA'CARMELITA AT VALE LA QUINTA, AS SHOWN BY MAP RECORDED IN BOOK 418, PAGE .67 OF,,:,, MAPS, RIVERSIDE COUNTY RECORDS. 1, 2:11"I'pa vl� Date ISNOEL P MPA MARTINEZ ` n DeLa 54-625 Avenida Bermudas Quinta, California 92253 w. _ _ .� _. .. �.. ; .__.:... •_- - 760.564.0884 Phone 760.771.3606 Fax Structural Engineering Consultant L Email: wish, 'axom - CLIENT Coachella Valley Housing Coalition Job No 9806 PROJECT La Quinta.Plan 51 & 52'- Redesign ' SHEET 'I OF CALCULATION DESCRIPTION: Redesign of lateral analysis for metal stud homes ` DESIGN LOADS t ROOF LOADS: . .. "FLOOR LOADS: 'TILE ROOFING = 10.0• PSF FLOOR FINISH = '0.0 PSF 1/2" SHEATHING _� 1.5 PSF 3/4" SHEATHING = 0.0- PSF TRUSS FRAMING ` _� 2.0 PSF 2X.OR TRUSS FRAMING = 0.0 PSF 5/8" GYPSUM BD. CEILING; = .' ' 2.8 `PSF 5/8" GYPSUM BD. CEILING = 0.0 PSF INSULATION = 0.5 , PSF PARTITION.LOADS = 0.0- PSF MECH, ELEC & SPRINKLERS . _ 1.0 PSF MECH, ELEC & SPRINKLERS = 0.0 PSF SUB -TOTAL. a= 17.8 PSF , MISCELLANEOUS = 0.0 PSF ' SLOPE CORRECTION, - 1/3 `:<.-' 1.05 PSF, MISCELLANEOUS = 1.1 PSF - ROOF DEAD LOAD . _ ,20.0 PSF FLOOR DEAD LOAD : _ 0.0 PSF ROOF: SNOW LOAD.: _ ; . 0.0 PSF FLOOR LIVE LOAD: _ 40.0 PSF - ROOF LIVE LOAD : _ 16.0 PSF ' EXTERIOR WALL LOADS: _ INTERIOR WALL LOADS:. 7/8" STUCCO = 12.5 PSF , 1/2" GYPSUM BD. (B. -S.) = 4.4 PSF 15/32" SHEATHING _ 1.4 PSF 15132' SHEATHING,- _ 1.4 PSF 2X6@ 16'. O/C.. 4 " = 1.5 PSF 2X4 @ .16" O/C _ , 1.0 PSF R19 INSULATION " _ ,± '' _0.5 PSF., MISCELLANEOUS = 2.7 PSF a 1/2" GYPSUM BD. _ 2.2' PSF•" -TOTAL INTERIOR WALL : _ 9.5 PSF MISCELLANEOUS = 1.9 PS -F` - ' TOTAL EXTERIOR,WALL :. 20.0 PSF • . ,. SOILS DATA: ,a - SOILS REPORT BY: a, UBC DEFAULT VALUES - REPORT NOT AP.PL ESS! REPORT DATE: f BASIC BEARING PRESS URE ,, ► FI PADS & CONT. FNDT. = Qa = i 1,5,00 PSF " �Q ALLOWABLE PRESSURE c-2 ENNISS.WISH INCREASE FOR WIDTH = ;, 20.0 % PER FT. GREATER -THAN 1'-0" C7 NO. C-041250 n ' INCREASE_ FOR DEPTH = MAX SOIL PRESSURE - Qa = 20.0 4,500.0 % PSF PER -FT. -GREATER THAN 1'-0" cc 2 ALLOW PASSIVE PRESSURE = a 0.0 PCF �x ALLOW SOIL -FRICTION = 0.3 WIND LOADS: - E x DESIGN WIN.D•V_ELOCITY _ i 70.0• MPH, - IMPORTANCE FACTOR 1 ". , qs _ 12.6 PSF "" . EXPOSURE D' C B C - h<15:Ft' = 1.06 C - h<15 Ft., 1.39 11.06. 0.62 Cs -15 Ft.< he 20 Ft. _ ' 1.13 Cs -15. Ft.< h< 20 Ft. - 1.45. 1.13 0.67 Cs, -20 Ft.< h< 25 Ft. = 1.19. Cs -20 Ft.< h< 25 Ft. 1.5 1.19 0:72 Cs -25 Ft.< h< 30 Ft. = 1.23 _ Cs .25 Ft.< h< 30 Ft. ,'1.54 1.23 • 0.76 SEISMIC LOADS:. ZONE- = 4 .' IMPORTANCE FACTOR = 1.0 ` ' Rw = 6 -,(PLYWOOD SHEAR WALL USED THROUGHOUT) ZIC/Rw = d.'4"2.75.1/Rw = 0.183 Wd 2/22/98 1 �• r - East to West'`' - r ;Residence and -Garage, -'� S a }3 a :.w 1AND� ANDD a X SAND_QNDa x• Shear -W Spacing (ft 13:00 ' u 6.00 8.00 .1300 , YF -i'H', +_ x',?4fi ffi� :'3y9° 4, i:ln'x'.''k'` 5•d '�'�..ICM.,'i .Z '1}_":4 l�•i`':�iiiQi �:i+'�"� ��� ",g,7 • •,;` =-�' �"b Buildiri Geome r " •' t to Y a , Dennis�5h P ��r��J��: �' 6h8 'Z I 6.8 . 6.8 '6.8,,, u , 4. t ' 'V S3 2 ; 53 2: 53:2 x 33 2 r _ 1:5. t, , i �: -11.5. 20 20 - 20 20 ,; 20; < - 20 " 20. ti .20 i; 20 20. - : - o20x ; - 20 -20{ ; F 20 . >. '20 20`-. ` 20 d -. 20. ;'45,24 ��" S 0 t t r��a0=_1,4 � 0.2A `�. � ������:� a � � ���r���x _ -5 „ W :. ; _ . - - - - Right Side Roof,Eavei ft ." , ............. Wir Job No 9806 1 Engmeer l)SW: Date ;, 2P12f98 Roof Dead Load (ps ,��x: Left Cantilever ig t` ant!ever iap ragm .. pest aUoW u 1pbftT�e;�Plan51_s&52��ChectEeilDSW; 1.06 ' J. '. 1:06'-,,. 1.06 -,:. ' 1.06 --,1:06 '-1 06 X - - 1.06 -1.06 ' 1.13 A-.13 1.13. _:., 1.13- " ry'• 1'13','-"- i.1'3":, 1.13 N :' 1.13 ;1.13 CVHC Lots 51 8 52 worst case.xls Ce from: 15ao;20:feet:,ETable,l6 G. Basic Wind pressure 9s (psf) `Table " 4�� 9� wTime,1847. 126 .> -12.6 12.6r� .12.6 f 12.6e.. 126 `12.6%, 12.6 126 11' 1 1' rt 1 y { ' „ t �.� � ti •' � � } r Occupanc .Category. Table 16-K�' Cg Pressure Coefficient ;Table 16;Fi 4 1!!3_- " 1.3 , L .1`3i 1 3 1.3' " 1.3: ; 1 3 1.3 1:3 ` d :' -.•.• Xhti4.5rb HxX"" .:aLL.dl. ti._Yx,A'iivF.xx!,Y. 4a635iY.:2iY :-_ IiRY.�f:,F.S-XkhiW.a".S:tiYxSti4-xYtAl`vv44-a:Aii64iY.Yd:iYRU:r_i4'SY•�fh1i5V5M SSY4 :f ,if' :i L44: Y4VY .. Z•- Zone Factor , Tablea16,11 , ' - X0';4 3 0.4' *� - "0.4 -04 „ •„ 0.4 . 0.4'..; " r 0.4 • , 0.4 1 <,. -:•1 1 1 ;, `,1 ._ 1 m!1.-�;' 1 )^+ 1 � r^- arr` 1 � + `e � -'" 1 r . ' r` "� � 3 r2.75 `. 1.;;Occu"ancyCategory Table16-K C;� Numencat coefficient specified irt� Section 1628 2 1 w;�'� ':2:75 2.75 62.75 2 75 :2:75' 2 75 X2.75 * 2 75 � 6 1' 6 . 6 "' 6 ! .• . • 6 6 1 , 6• : ' 6' 6 � .. � Rw = SUuctural Systems" TatileYl6 N, r F-(ZICIf"). .r' W O:t83 MQISM 0183 01 83: 0:183 ;0183 0183 �• r - East to West'`' - r ;Residence and -Garage, -'� S a }3 a :.w 1AND� ANDD a X SAND_QNDa x• Shear -W Spacing (ft 13:00 ' u 6.00 8.00 .1300 , YF -i'H', +_ x',?4fi ffi� :'3y9° 4, i:ln'x'.''k'` 5•d '�'�..ICM.,'i .Z '1}_":4 l�•i`':�iiiQi �:i+'�"� ��� ",g,7 • •,;` =-�' �"b Buildiri Geome r " `� `'�' Plate to Plate Height; ft f 8:0. 8.0 8 0 8 0 + To plate to peaW6f roor or parapet �' 6h8 'Z I 6.8 . 6.8 '6.8,,, u , 4. t ' 'V S3 2 ; 53 2: 53:2 x 33 2 r _ 1:5. t, , i �: -11.5. 20 20 - 20 20 ,; 20; < - 20 " 20. ti .20 i; 20 20. - : - o20x ; - 20 -20{ ; F 20 . >. '20 20`-. ` 20 d -. 20. ;'45,24 ��" S 0 t t r��a0=_1,4 � 0.2A `�. � ������:� a � � ���r���x _ -5 „ W :. ; _ . Dia hragm Depth ft),"c� Left Side Roof Ea4e' ft x '� "" .) Cax v_�.57.:ivas�r� Right Side Roof,Eavei ft ." , Exterior Wall Dead Roof Dead Load (ps ,��x: Left Cantilever ig t` ant!ever iap ragm .. pest aUoW u Ce from O to 15 feet ';Table -:16 GWS 1.06 ' J. '. 1:06'-,,. 1.06 -,:. ' 1.06 --,1:06 '-1 06 X - - 1.06 -1.06 ' 1.13 A-.13 1.13. _:., 1.13- " ry'• 1'13','-"- i.1'3":, 1.13 N :' 1.13 ;1.13 CVHC Lots 51 8 52 worst case.xls Ce from: 15ao;20:feet:,ETable,l6 G. Basic Wind pressure 9s (psf) `Table " 16F�x4c,8s �3 126 .> -12.6 12.6r� .12.6 f 12.6e.. 126 `12.6%, 12.6 126 11' 1 1' rt 1 y { ' „ t �.� � ti •' � � } r Occupanc .Category. Table 16-K�' Cg Pressure Coefficient ;Table 16;Fi 4 1!!3_- " 1.3 , L .1`3i 1 3 1.3' " 1.3: ; 1 3 1.3 1:3 ` d :' -.•.• Xhti4.5rb HxX"" .:aLL.dl. ti._Yx,A'iivF.xx!,Y. 4a635iY.:2iY :-_ IiRY.�f:,F.S-XkhiW.a".S:tiYxSti4-xYtAl`vv44-a:Aii64iY.Yd:iYRU:r_i4'SY•�fh1i5V5M SSY4 :f ,if' :i L44: Y4VY .. Z•- Zone Factor , Tablea16,11 , ' - X0';4 3 0.4' *� - "0.4 -04 „ •„ 0.4 . 0.4'..; " r 0.4 • , 0.4 1 <,. -:•1 1 1 ;, `,1 ._ 1 m!1.-�;' 1 )^+ 1 � r^- arr` 1 � + `e � -'" 1 r . ' r` "� � 3 r2.75 `. 1.;;Occu"ancyCategory Table16-K C;� Numencat coefficient specified irt� Section 1628 2 1 w;�'� ':2:75 2.75 62.75 2 75 :2:75' 2 75 X2.75 * 2 75 � 6 1' 6 . 6 "' 6 ! .• . • 6 6 1 , 6• : ' 6' 6 � .. � Rw = SUuctural Systems" TatileYl6 N, r F-(ZICIf"). .r' W O:t83 MQISM 0183 01 83: 0:183 ;0183 0183 ` Wind I Seismic'Coin Wind Pressure '(pff) ; ;; : -MME". ,1881-M. :188MI 1.88 W;" Seismic:_. 0-274X 224;-'M 224.%'.. .. _.. - ->.6'd ^4h'S.Yr..SC�CL Governin 'Force raleit 55x GoverningForce- "YfiFACSr."7st5. ::i Y�aY fiSS�ta}Y 55itiW!5 5 7',•kCa C'7: "f -Yr ::+.�C{ai',rC 1:^,CG36.'S' GkSi' Sii`..NXY rifN, `xSkYr`S['. ;X224,', 1=224,]a -M as224 r- ,s�a:224 � cx w;c ` °a �mta��m r a x arv°"`a waxes ar e �Seis'Seis-WinaWind:, wndW�iid�wid . Chord.TerisiWful °" Code.Allow;(16d'�,16'„oYc ):Itis r� 1.06.6' 492 s 656` _J066.`, x "' A ditiona 16 Box Nails Req Y r 40 n ocaUon :,lr r >E -.<R rc� oa 1.. ... • 2 _ ` •2.5 3 ,.4: V1.Sheai•;af;Giid;[:ine"'# ""`ur►8s'7�� ?1473; 2131'' �1.5T4: .;�2370� 1458; 5� �� � v: Dia h(a m Shear P ..' �2 �40.30� 45n :27 �aw .� $.r eaf� - a S'? � i FWrtio`atlached stieaiwaii anaysls''Rererence wall by;ColumnlGtid:end Waq'Number(re VYa1112 'grtd�t wall2j'' .. 4 4 �, 4 V 4 Le gth of lNY a 14; Leg of W I L ngth of lNal1R�, 4 4 4 Lengthof Wall 4. Len iti of Wall fi5 _ . x .- • . <_ ,' } r• s y .. - : t '" t _ ., • L'engthof Wall #6 t Length of a Len tR`of Wall 'ti, ` • , t :,, Length of Wall #9u�s . „ , . �*-� t : , i .... � rs?'; ,00h � Length of.Wall'#10 E':Shearitiall Leri"ths". ft ,�� �12�`"' + 8, ' v.Unit:S ear (p t)-� 123 x:1,33' 196 . _ �e296' X122 k� ,. __ CVHC Lots 51 8 52 worst case.xls ` y ,• ' .. i. �. . - it ^iN •.'7. ._ .. ... .. •.. � .. � .. - ._ ✓ i7 - - s 4 . North `toi.Soutti <i AD RESIDENCE C -E GARAGE BLOCK Ol A B C D r u syr., s{ MAN�44}., MANDt �QD� �AND� AND �AND�;s Ab�n sr`vazE She Imamspacing, 1.0:50 18.50 20.00 - k 24.33OW WAMMMOM SWAM %mm mom ::�;,-.�sBuildiri-'Qeome'..�'�.��',,�•�''�"������'s"'��:��:�,���''�i"�?�:��':��i>�'!� P.:late t6 Plate HeighY(ft)"� r 8.0`.' . ' 8.01 8.0 ,. •- 8.0- 8:8: 5.8 5.8 `:. ` 5.8.' 40,0 ` 40:0 '40.0 21:3 To 'plateao peak of;ioof; ft)��I� Diaptiragm:Dej th..'(ft)` Left SideRoof Eave,1.5 ft )3 Ri ht;Side;RoofEave 9 mKAMr 1.5 t 1 5 20 r'• „. 20 20 , 20 . ,1 20 -. " °20- - .20 ,' <`.e.20 20.1 20:-A ._ 7�20 i.' 20 ., , ' .x 20 20 X20;: v,:. 0 1 x «r»,mc °'.:. ..., , �• u , Extenor Wall Deadtoad (pgf)' Roof Dead Load;'(.,,,ft. sus � r.n :.x„ LeftCantileverr°t"zi1l wtxl Ig t ants ever �? ,.. .lap , ragm`_ sped7W MOIM' r..,. .:.,�;:4,YWiritl;Data ani c rza���msrawsocsxa9 t �Y 1.96 . 1.06 1.06 1 06 . 1.06. 1,06. r 1.06. 1.06 -.1.06 I3''. 1.13 1.13 i '' 1 13 1.13. Al3 1,13 4 , `1.13 ..> 1.13, s Ce from:O.to 15 feet:,.Table*16 Gam' , ' Cefroml5,to20fM`, Tablel6'G�1 Basic Wind pressibjf s'( -sQ -. •ably 12.6. • 12:6 12.6 12 6 ,. 12.6 ' 12 6 •; 12.6 '12:6 12.6 Occupancy Category:, Table 16 -Kw r F t. `' 1 1 1 1 1 1, 1. 1OWN WM Cq Pressure CoefficientnTablel6li _ , - 1'.3 1.3 • , ,.1.3 1 3 ,° 1.3'•, 1 3 1.3'' 1:3 1.3, ,_y w7Seismic Data�#ft�` �t `� Cr.� Z - Zone Factor_ Table 161 c 0.40 ' 60.40 0.40 0:40 -t- --0.40 .. 0.40 . , 0.40. • 1040. 0.40' - � 7 '.276 ' 1;=.Occupancy Category Table 16;K C Numerical coetFicient specified in Section 1628 2 1 � 2 75 2.75 % , 2.75 2.75 2.75 2.75 , ,2 75 - ... 6 - . ,: 6 •' , . ',g.. '. , - 6` .: 6 6 �• 6, . T: , T 6 . • 6' J E;w='Striictursl;Systems' Table;16 N ^,Wirid`/ Seismic,06m" isonm? u u �. Wind Pressure (plf) 4��1;71;�17,;tsaa�c1::Jt73 Se�smlcFoice(plf)>d$�9fi� vwI;rt<76176:''1:76..1.08� �1T6 �176 -1,7 Govemiii'Force' 1 r�� , Governing ForcexM _ r.,t� •� .. ..� S a w _eis�SeisSe!sWind k�Wind. Wnd; `c Wi►dWind�WmdA ± '•� � Dla hra mCfi'ord �`.�Tension� ;; : ; „:+� �;: ��,�;� � - .�A.M. az. = .., :' , Chord"Ter ision ML'z18b Code :Allow.'(16d@:. Additions .16d Box<. a!,.:.R?9 d „ 20 :•:� X✓:11.*t,c•L'J'hti.:..iS:1x.N.:ihll XiG�"�.SNS".[1i X"!::ki1'SSG'+':M1'bbS+j:,v'S�F- i.:ZtY:�'_'•fF_WS.'F.'+'U"l•::i'Y.i!'i. ?..hSY.S: :U65'Y5.•f6'+L;'ECCYYh1i::k YwvaR`.5L'.,t 'SY.#'f ..' ' •�-;,�,. s• n Owo umn 5ocadori"' fi 'A, B '' , C D . ; ...,.. *. V 8hear.atGnd Line`# oui%ds WI935; 2552 207M207.6;� JWt : � v,Dlaphragm eaT(Plfi-M- �f23 X6485 �r44,,' .9Tr X97 �� __,_ _. all. ' ��',�Rerir to attacheQ stieanvafl anatys s Reference gall ColumNGrirl'and Wall Numbec(ie YValt12 grid f mall 21 � bY� Len thofWall#1 gth 40 35 8.0 40 8.0: 27," r .• m9 of Wall , 40 35 8.0 ` •.:40 4 8027 h' Length ooWall #3. C rtgth ofWalt`#4;4.0 '4:0 9 r •y. ' x tie sea :� w *� f . ) Length of Wall #5 Len thofW611'1 o a ; , » A M' Length of!W�all�#7... , . ; ".:a. m � '�• ` � 3 t length cf Wall ti x Length of Wall #9 ;i H -.-= i `I g.: .,. .. .. - . -.••.. •,• .�• •^ aarz,�mY ^v ssxcwc :•Yn. r w .a:xY: rwvxs ' :!a:Ez:,u vxes,rx•u a5i:k". twrakua um-xr.s:s xw3:. v.:i. nrt:S .ears, P.fj �i5g365i� X212220,`k X130 X389<�� }.. �• - ��' !- it •�! '!� T .{ - :r - CVHC Lots 51 8 52 woistcaseAs .tz soiepiate i mcKness (actual =-m:)t 1.5 1/2 ate_ Shear Wall Number `% dy,1,�r2 ,a 3° ;i4 5 6 �7�8`f.9/1Q� Grid Line (Direction / Columd'WER 1.5 1/2 1.5 1/2 Line H "' > ;.: ;: 1.0 1.0 1.0 2.0 2.0 2.0 2.0 2.5 2.5 3.0 Wall Section at Grid Line� 1 2 3 1 2 3 4 Metal Metal Metal Metal Metal Metal Metal 1 2 1 Metal Metal Metal Framing (Metal or Wood)jg� ; Height to lateral Load'.or Drag% 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 Lateral Unbraced Height 'W Plate to Plate Height Note: Origin in'tower left corner Shearwall Plot Information 12.90 12.90 13.00 13.00 12.90 12.90 13.00 13.00 4.67 25.00 49.18 4.67 13.50 43.18 49.18 -8.67 29.00 53.18 8.67 17.50 47.18 53.18 4.00 4.00 4.00 4.00 4.00 4.00 4.00 18.83 18.83 27.00 18.83 18.83 27.00 13.50 40.18 4.00 17.50 44.18 4.00 4.00 4.00 Start X-coordinate End X - Coordinate ,:;'� Start Y -coordinate_-, r' End Y - Coordinate „ _-" ' ;` `s �� Shearwall Width' - n'��• „.,,,�a Governing Force - Enter 0.85 fog* Seismic and 1.0 for Wind,,; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 20 20 20 20 20 20 20 1.00 1.00 1.00 20 20 20 Roof Dead Load (RDL)`.plf Exterior Wall Dead Load,(WDL)y If ' `<< 20 20 20 20 20 20 20 123.00 123.00 123.00 133.00 133.00 133.00 133.00 20 20 20 196.00 196.00 296.00 Applied Lateral Load (vim in plf}= ; Replacement or additional Dragi load lbs " 2 2. Roof or Floor Tributary Area;torI resist uplift in4eet `i `" 6.25 1.00 1.00 6.25 6.25 1.00 1.00 11.00 11.00 1.00 Applied load. for header atleft.of shearwall in pounds Applied load .for header at right of shearwall in ounds.h She 'arwatl Ratio ..'.. 11 '02.002 %2.009 2.00: 9'2.009 2.00 .: 2.00 2.00;F X,2.00:' . ;2:00 Z 00 Total Lateral +.Drag (plf) t %VA- 123: 123; 123` x 133- ; 133 X133 , s,133 X196 : 196 .�296A Weight of Shearwall iti poiiriifs x`640 640_? X640 X640' '640. X640 640 :640640 X640 Weigh of Roof/Floor.above wall m ` tj `�� �t ' ' ' M26'_� �220 -plf` €tet 25 • k 20 `S' s 20 r 125 25 20 • 220 20 .... _ .... . ............. . ............ <a c-[:.1 tE iz aiilid T;•I: d'ke' _ _ . - !UH ' Overturning Moment;-ft=kips Wgjf 4 7 A 7� 'UM' ',W7 NI;M.7 M10: W+10 NJ �- _... Resisting Moment at Right Side: ff' of Wall in kis r.Ns 1. 2 2 1= 1 3 3 Resisting Moment at Left Side of, Wall in kis mak, ` ...... 2 1:._1 2� 2 .•r1 ..:... ....... . .... ...... . Is HD at Cornei? 1=Yes O=No' M' 1 0 0 1 0 1 0 PA PA PA PA PA PA PA 1 1 1 PA PA HD Enter Simpson _HD, PA 6_iF MQ Uplift at Right side of,walt in lbsj V4,;`270,# al 5�16tj VIO 516 AJAN,,14110-;:�, :+1410 Xj AL16562-1656: : 2073 11 ;, 20739 93946 Holddown Required f � RAHDZZ PAHD42 AHD42 HD2Ik; IPAHD4Z JHDiA P31HD42 FfD2A, HEl2A� , A Is HD'at Corner? I=Yes'O--:,No'= 0 0 1 0 0 0 1 PA PA PA PA PA PA PA 0 1 1 PA PA HD Enter Simpson,HD,,PA'or,,FTM.: ? Upliftat Left side of wal(in"*I6i-� 1270 r 15th X1516 ; 1410 1410 1656 1656 : 2073; { 2073 V394 Holddown Required' 4 PAHD42 PAHD42 HD2A" PAHD42 PAHt)42 PAHD42 Hp2A` PAHD42IIHD2A�" tiDS' ri= . soiepiate i mcKness (actual =-m:)t 1.5 1/2 1.5 1/2 1.5 1/2 1.5 1!2 1.5 1/2 1.5 1/2 1.5 1/2 1.5 1!2 1.5 1.5 1/2 1!2 Diameter of Anchor Bolt (irt )y= Capacity per bolt in pounds (;1;265. 7 1,265 A -265- _ 1,265 ` 1,265 -;1,265 a %jj265 -t 11,265 �,;1,265i� 4-1;2651 Total Base Shear of Wall .(IbsL &611 ` > :611 '' _611 `' 'f651 651 Y '' 651`` 651 K-903 {"'. ' $:903. �1;303`Q Spacing of Bolts in Inches X48 -48 _ 1 2 •48 -S, 48-.. 48 •: X 48 48 n 48 t�48 `.. -; '42 Min Number required h 2 2 " 2 2. 2" - 2 2 2 " 2 '`2. W 011- - SFiear Wall Nurnberg 11�12�1,314n�15;S17, 20� ,. ,, :1819; Grid (Direction5/.'Column yLine rH� <, 3.0 4.0 4.0 4 0 A A ,`A Line j� _ A .. B Wall etection at Grid Gnejj12 1,.' 2 .. 3 1 :2 3 41 �" _ 2 Framing (Metal or$1Nood Metal Metal Metal Metal Metal- Metal Metal' f� Metal' Metal . ^' Metal Height to lateraCLoad o Drag &00 ' ` 8.00 :- 8.00. '8.0b 8.00 8.00 "8:00- M 8.00. 8:00 M1 Lateral Unbraced Height 8.00? ` '•.8.00 8.00 ,8;00 - -8.00 8.00.. 8.00. ..8.00" . ' 8:00 8.00 "8.00 Plate to Plate Height r � 8 00 '� . 8.00. ` 8.00 8.00. 8.00 '.8.00 8:00" 8 00 ., 8.00,E �,' 8.00 Note Ongin�in lowerlefco e��, 4i - Shearwall.Plot Information Start3X-coor`dmate'27.00-}° ' 40:00 40.00 40 00 9.00 ., R 36.00: 13.00 -,23.50 End X CoordiriatQ��'27 00, 40,00 .40:00' 40:00 4.00 13:00, 'w ' 31.00 ;40.00, 16.50• 27.00 Startr,Y -coordinate x 49.18:j ` 22.50 ' ; 49.18 'rk 5118 . •53.18 :53.18 53.18 43.18. 4318 End YCoordinate 53 18 `:.''4.00 26:50 53.18' .53.18- 53:18 53:18 53.18 43:18 43.18 Shearwall Widths � .4 00 ? _ 4.00 4 00 4.00 a '4-00."' 4.004.00 4.00 3 50, 3:50 Governing Force�Enter085=foc Seismic and 1 QiocNGnd �. 1 00 1.00 ; 1'.00 1:00 1 00-..0:85 0.85 ,,0 85 0.85;1 - �:"0-W Roof,Qead Load (RDL} plf 20,1 • '20. 20_ :f 20 20 20, 20 '20 201 Exterior Wall Dead Load (WDL)` N plf�a� gas;»' 20 T 20 • ' 20 20 "20 20. W 20",r 20 20 ' A✓'' Iced Lateral�Loads vein " I . ;. ` ; }20 PP (wt P fly„ 296.00 12k.00 122'00.',122.00 -58.00 58.00 58:00', .. '.. . 58.00+ 365.00 ,365:00' Replacement or addii�onal<Dag r Roof or Floor Trit utary`'.Area to ;� 1+ °, resist uplift in feet 1.00 - . 11.00 1.00 1.00 14.00' ., 14.00 , r, 14:00 1.4.00' 9.00 9.00 AiPP-tied(oad for:header atleft of .f f' - t Applied load for headerat right ofshearwallin u d74_ + Shearwalt Ratio', 2 "0 2�0 0 ` �' Total Latera! +IJrag (plf) 296 122 f22 °22� �58 58'58WENV X36 Aw5. Weight of Shearwall<in pountls � U- NON N640 SOAGIA640 IWO, U64Q 0640 s6 `560 560 Weigh of Roof/Floor aboyve"wall' m Y �� IR 2 a ,111011; 180x F ..... ......... .. ........:..... : 20„ ti ZO 20, 280• 280 ,.. 280, Overturning Momentft,kr ,.s, 15 7 7 7 32 --.... .. .. .. .. ' Resisting Moment"atjkight'Side; :.. r � X 165-- wee - -_ Resisting Moment at^LeftSidea€ _ 5 Y 43' 3. 3 2 HE - ------- --------- -------------------------------- IsHDyat Comneer?1Yes...... O No 1 1: :1 1 1 Y 1 Enter SrmpsonHDPAo TM HD HD HD. HD HD • • HD HD HD HD'.',; HD a Uplift�at Right side of W a`i<tnntbS 39461033 �15Q �TSQZ�� Ho dd� ownRequded HDSA HD2 `Mone No A HD2A HD, 2„�, _ �. None• � Noe Hi}5 ASV HDS� Is HD at CorneF _ . ` • 1 .�_._ .Y> ,� L,�Yes,,;0_�t�lo�, 1 � 7 1 1 `' 1 ' ` : 1 ,3 1 1'., 1 , Ente��Simpso^ HD, PA orFT HD ;_ HD - HD HD HD '' .HD HD >' _ HD HD HD �xT K Uplift at Left sideofwallin Ibs� 39461033 ��1502�1502 `„ •. 304 30403 .�i+•1. ... yi...ti., - ..;r Holddown,Required� , � HE)SA�� HDZA� HDZA . HDZA=None _ ., Non_ex None. Noe t ......... . .. . r . �..I.VLIIrA�I `gV4YQ1 111 11 Diameter.of Anchor Bolt (in }, 1 r . I.A -I . I.;) i'-1.3 ' oa- . 1.5, 11.5.a ' 1:5 1:5 .; .. 1.5 1/2 1/2 , 1/2 1/2 t`` 1/2, ,:- 1/2 - •,.1/2 .1/2- 2 " . .-. 4' .7yr•.ypx;/?( 'T.4 y`- 'i !� A r4'6 Y yv .V �•' 'Y 4 - pt C.apacity.per bolt-in'pgunds��� ,1,265 X1,2651 265 1265 :!,2651,2651;265 1.,2651265 �12fi5 r i, Total, Base Shear oflNall (Ibs)� 1;303607 A607, rs607351E� X351,35.13511;382 X1;382 S acro of Bolts in IricFes#�<' P 9 N -1 -Or Min Number'eequired,_ �°.i�..:° ?.h f N 81,11 3MMIZIF 20', i /2 Capacity`perbott in pounds;; 1;265 1 265 X1;265 a,265z 1,265 5 1.,2855 1.,2651;265 !%j f6 A M. Shear 11Va11 NuriberT r21� _ `'22�23�24`N�.25��r26�` _ Grid An"e (Direction'/ Columns Lurie, ��,; 4 ♦ CI RC ':p D E 2 } , 2 1 , '2 tNall Section at Grid Une� .F fn Metal ' Metal "'Metal _"Metal Metal. Metal Metal.' Metal- Metal Metal; 8:00' 8.00 '. 8.00 800 r 8;00':_, .- 8.00 8.00 8:00 8:00.'8:00"♦ Height to Iate►al Load;o� Drag; Lateral Unbraced. He,ght� 800 ' 8.00 :8.00. ' 8.00, y, 8:00 8.00 8.00 8.00 ` 8.00 "* r' 8.00' Phate,to Plate HeightH�� 8 00 800 8.00 8.00. 8.00 `. ` .8.00 "'8.00 ,. ^ '8.'00- 8 00. 8.00 . Note Origin in lower;left�cornec� ,' Shearwall:Plot,lnformation r .. Start X -'coordinate, 18.67 32.00 ' 8 90 18A I .67. 37.33 26:67, 40.00 4.00 12.90 21.34 ; 40.00 . 24 .. 33 24.33 .467. 467 . T 24.33 .24.33 ' `' 4.67 t 4.67 End X' Coo�d,nate �xu. �: � §47.M.-- .din 'ate���� End Y; Coordinate��; Shearwall W,dth�� � r8 00..8:00 4.00 4 00 ": 2 67 2.67 ; , #WA ,#N/A + #N/A` #N/A' -'` �� . ,, - _ ±' .1 . ,. •, Governing Fo�ce�"�Enter,0.85�for� . Seismic and 1`0 foC 1Mad' 0 85 � : , 0.85 0.85 `0.85 ` 0 85`, 0.85 .0.85 0:85 0 85, i 0.85. : -20 ;F 20 x 20 F,: 20 20 20 '' 20 20',• ,20 ?w ' " •201. Roof�Dead Load,(RDL) plf� Eztenor Wall Dead Load (WDL)'V wu 20: ° , , 20 20 X20 " 20 ,", 20 x 20 20 20 ly 20 ' 212.00 292.00` -220.00 '220.00 389:00. ' 389.00 Apphed,t_ateral Loatl;(v in plfj` Replacement-oradd,tional load, (Ibs)�$�', ��a`9'°s,',.r"��$����r Y g r;.. _ •� iy 4 y � 1, Roof or FlooryTributary'AR to re"s,st_u !kin'feet ,ky�a-`---14.00 ' -14.00 1:00 1.00- 'J.00 ; 1:00 `1.00 •'- • 1.00 T-00 1100; Applied load for header at left of shearwall*m ..Qunds; ' 'F `� `' ' 'Y - - •` - J Y Applied load foi^ h'eader�,at ngtit� -,g ofshearwall ,nomunds� ,� _ ` . r• Y. , Shearwall. Ratio !9 x100 100- N r r� .....�Z:00�Z,00 �3 00 3-00� �#E/A�#N7A� S#N/'A jN A Tota! Lateral:+ Drag (plf) 2 t2� 212 �W* 0( 220 F89 ' M1;280 &1;280 ,r #NiTAI �#Nf.A W#N ffffilA� _• 640 ;�.64Q� 27�'� Si---- 280 280 20?4 a .. _ .2x20 1Neight of Shearwall ,rtpou�ds�� Weigh of Roof/Floor above wallm m6 4 >� ft ............. Overtur ing?M,gment rft laps 15•, "' OSS 8 A,A., $ s 2 K -.0). #N/A #_iN/- . .::. Resisting Moment�at-RiglitBide of;Walt rn kites r 'i2, 12 1 1.sm'Im, �� �•u �A-A /IV" Wallin kj s, f2 12 1 V _14 1 u #N1A #,NIA #N/A #NlA .. .. .... .ter.. �. e.. FT _ .. - - .. .1 fsHD atCorne%1sYON�a 1' 1 ` P Enter S, psonHDPA„oF;TM4 HD ' HD �, HD 'HD HD HD -HD.'- HD HD HD• x. llpl,ft Yat Ri ht5side�of�wafC,n�tbs� �344,� �344'� �1,842� X1'842' �38T3� 38,T,,3,� ;�#NA +#N/A� #N!!� �#NtA� Holddown Required�y HD2A H 2_A WD2A HD2A HDSAV/A r Is,HD�at Co�neF?�1YesONa-1, 1 1 1 1 ' 1 1' .1 . Ente Simpson HD; PA or M y HD ;�;.'- 'HD.' 'HD r 'HD, HD HD HD HD HD -HD .: .. ' it '�. ,:s�^--as' :. . wxx,,, _ -rz�,• �v�sr,n�n• r Uphft at Left side'"of wall in Ibs 344 344 1842 1842 3873` 3873 #N!A #NIA #NlA: #N/A . Hdlddown Re. ure .1' , . � �'°` 7� " HDZA HD2A:. • HDZA HD2A HD5A HDSA� �filli /� A NMAN .. ......._ _ -s.- Soteplate Thickness Wtua 1.5 t1.5 •-1:5 -1.5 1.51:5 1.5 1:5 «:._1' S -1.5 Diameter of Anchor,.Bolt'�`(m�j4y. -'1/2 �! `1%2' 1/2 .1)2 1/2 t%Z .' - ; 1/2 • L.9/2.'� 1 /2 Capacity`perbott in pounds;; 1;265 1 265 X1;265 a,265z 1,265 5 1.,2855 1.,2651;265 !%j f6 A Tgtal B' ;94,1,4999 ' Spacing :of Bolts' in lncfies 48 :? . 48,x „ '- � 48 #N/A _. Min Number•requ,red, ":: y :Z n �2; x, 2 u� t2�. .2� r �, ;-10 0 10 1 0 30 40 50 • x1 F • r _ t {II t R F - • .-. nkw- e , r • � =r [i - •. '. • a • L �. r+r F''t� .. .' .,e p • ►yr BEAMS AND HEADERS ! • 't., • ALL BEAMS'TO BE CONSTRUCTED OF DOUBLE WCJ , •_ - ` s r r (STEELERS)', STEEL BOX BEAMS WITH FLANGE TO, . ti _.FLANGE .CONNECTION WITH TOP AND BOTTOM -r f TRACK AS NOTED IN STANDARD DETAIL ON SHEET '. ,; a ' F• • k �' '' -D-01 EXCEPT- AS INDICATED BELOW: INTERIOR NON-BEARING PARTITIONS; MAY BE CONSTRUCTED PER TYPICAL DETAIL ON -SHEET D-02 ' FOR NON-BEARING HEADERS. r BEARING HEADERS 6'-0" TO 8'-0'.'. WIDE: MAYBE ` CONSTRUCTEp OF WCJx 12"x 16 GAUGE Fy=50ksi BOX- OX BEAMS. BEAMS. • BEARING HEADERS 4'-0" TO 6'-0" WIDE: TO BE ' • CONSTRUCTED OF WCJx8"k18 GAUGE 6=33ksi BOX' M r ' 4 ' BEAMS. BEARING HEADERS LESS THAN 4'-0": TO BE, `CONSTRUCTED OF WCJx6"x20 GAUGE Fy=33ksi BOX BEAMS. •' GARAGE HEADER'WITH NO GREATER THAN 5'-0" OF " - ' ' ROOF TRIBUTARY TO BE CONSTRUCTED OF- VCJx12"x16;GAUGE Fy=50ksi BOX BEAMS. ' K +of r - Note: Design headers and beams assumes a.tributary. load of 20'-0" plus 1'-0". eave, with Roof Dead Load of 20 psf and', , w Roof Live Loa c} of 16'psf (no live load reduction used). .. _ rr Garage header assumes a roof tributary for design load ' calculations of 4'-0" +X-4' cave dept) - ` r +, Mmax for unpunched ,"J" section: Sx (gross)*Fy/1.67 - < - '<. i .. t . •Ili r ` w % i ' � - • ., ,`+ �± . r s � • , ' ' •' h.., _. ' � it ' .. ' 4,0 �,C_ 4)u ..f� Ri�� �.p s. ��*1 `r � �r�� r ��� �`'� �� �j�����=•i �,a�. jup� � - r � 3� �� lo RESIDENCE ADDRESS: TM �T'j THIS ATTIC HAS BEEN INSULATED T0: X44, RESIDENCE ADDRESS: INSTALLED BY:AD ° VANCED INSTAiLATIO lc , 87-771 Oleander, Unit #1 KIK ro, A 92201 BUILDER: �✓�jf�,; -//0 —:;r—Aol A This attic has been insulated to the R -value CERTIFICATION: indicated above, with Cocoon' the high -efficiency This is to certify that attic insulation has been installed insulation. Made from a minimum of 80% recycled materials, Cocoon is scientifically formulated in conformance with the coverage chart recommenda- to deliver greater efficiency per inch than other tions on the opposite side. of this card using !��bags insulation materials. -511 to cover%�� sq. ft. to obtain an R -value of I- R -value is a measure of resistance to heat flow — the higher the R -value, the greater the insulating power. If you would like to add more insulation to your IN A R'S AUTHORIZED SIGNATURE DATE home, contact your Cocoon authorized dealer. �lY '�✓4 ..�21 „J'r.�i �. 4i TM 00 Cocoon Stabilized Insulation 30 lb. bag r - Afanr jactured By, ATOMIZED PNEUMATIC APPLICATION GREENSTONE:•:'" R -Value at 19.4 Net Coverage No Adjustment for Trusses A LOUISIANA-PACIFIC COMPANY - NOTE: This coverage chart compensates for settling i •':�'� and is for estimating purposes only. Stated R -value is 30.6 provided by installing the required number of bags Temperature per 1000 sq. ft. at a minimum installed thickness. - Installation of the required number of Ings may yield more than the specified ininmum thickness and minimum weight per sq. ft. Actual coverage will be influenced by job conditions and application techniques, and . may vary as much as 10% without significantly affecting the stated R -value. Failure of the installer to provide at least the req'Ared number of bags per To Obtah an 1000 sq. ft. and at least the minimum thickness may ' result in a lower installed R -value. Compaction may Square Foot of occur during installations above R-30, requiring more Bags Required than the stated number of bags to obtain the Should Not ae minimum installed thickness. Required Per Installed Square Feet Per 1,000 GreenStone and Cocoon are trademarks of ] Per Bag GreenStone, a Louisiana-Pacific company.© 1997 ATOMIZED PNEUMATIC APPLICATION COVERAGE CHART R -Value at 19.4 Net Coverage No Adjustment for Trusses 56.7 75°F Mean Minimum Gross Coverage Based - Maximum Net 30.6 Minimum Weight Temperature Thickness 2' x 6' Trusses on 76' Centers rs Coverage Per Square Foot Installed The Weight Per To Obtah an Insulation Minimum Bags Square Foot of Bags Required Insulat on Should Not ae Square Feet Required Per Installed Square Feet Per 1,000 Resistance (R) of: Less Than: Per Bag 1,000 Square Feet Insulation Per Bag Square Feet (inches) Should Not Be Less Than: (Ibs.) R-53 13.5 20.5 48.8 1.464 21.3 46.9 R-42 11.4 24.4 41.0 1.230 25.6 39.1 R-40 10.8 25.6 39.0 1.171 - 26.9 37.2 R-38 10.3 27.0 37.1 1.113 28.4 35.2 R-32 8.6 32.0 31.2 .937 34.0 29.4 R-30 8.1 34.2 29.3 .878 36.5 27.4 R-24 6.5 42.7 23.4 .703 46.4 21.6 R-22 5.9 46.6 21.5 .644 51.0 19.6 R-19 5.1 53.9 18.5 .556 59.5 16.8 R-13 3.5 78.8 12.7 .381 87.0 11.5 R-11 3.0 93.1 10.7 .322 102.8 9.7 i r ' •2 GreenStone Industries, Inc. All rights reserved. 51.4 19.4 .583 56.7 Printed in USA. RV 30M 8/97. Sidewalls (pressure filled -density 2.0 PPCF) ] ' 8-97-TT/G-A 30.6 R-13 36.1 27.7 (2 x 4) 3.5 51.4 19.4 .583 56.7 17.6 R 20 (2 x 6) 5.5 32.7 30.6 .917 36.1 27.7 ■ = ■ =