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AR (13-0481)
51615 Avenida Martinez 13-0481 'P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00000481 Property Address: 51615 AVENIDA MARTINEZ APN: 773-141-007-7 -000000- Application description: ADDITION - RESIDENTIAL Property Zoning: COVE RESIDENTIAL Application valuation: 18000 Applicant: Architect or Engineer: LM"4*C 7vwf. ted 4• r r - VOICE (760) 777-7012 FAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B ( License No.: 926128 Date: '1 Contractor: Dr DO /Vl / / G✓ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she 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).: 1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to.the Contractors' State License Law.). ( - 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT Owner: JBRE INC 70600 COUNTRY CLUB I RANCHO MIRAGE, CA 9: Contractor: DANTOR MARTINEZ CON! 81057 AVENIDA ROMER( INDIO, CA 92201 (760)70276209 Lic. No.: 926128 Date: 6/24/13 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 for 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 insurance, 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: Carrier STATE FUND INS Policy Number 1960997 _ 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, I shall forthy`' ith comply1with those provisions.' pate: W Llicant: A 1 V VkW 222 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 ($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. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 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 county ordinances and state laws relating to but 'ng construction, a hereby auth 3e representatives of this county to enter upon the above-mentioned prop y for inspe tion as sas. ,pate: lignature (Applicant or Agent): LQPERMIT Application Number . . . . . 13-00000481 ------ Structure Information CARPORT CONVERSION/REMODEL/CARPORT ADD ----- Other struct info . . . . . CODE EDITION 2010 # BEDROOMS 1.00 FLOOD ZONE NO GARAGE SQ FTG 200.00 ---------------------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 240.00 Permit . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 189.00 Plan Check Fee 122.85 Issue Date . . . . Valuation . . . . 18000 Expiration Date 12/21/13 Qty Unit Charge Per Extension BASE` FEE 45.00 16.00 9.0000 ------------------------------------------ THOU BLDG 2,001-25,000 ------------------------- 144.00 --------- Permit . . . ELECT - ADD/ALT/REM Additional desc . Permit Fee . . . . 50.10 Plan Check Fee 12.53 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/21/13 Qty Unit Charge Per Extension BASE FEE 15.00 240.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 8.40 20.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 15.00 26.00 .4500 ---------------------------------------------------------------------------- EA ELEC DEVICE/FIXTURE >20 11.70 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 32.50 Plan Check Fee 8.13 Issue Date . . . . Valuation . . . 0 Expiration Date 12/21/13 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 4.5000 EA MECH VENT INST/ DUCT ALT 4.50 2.00 6.5000 ---------------------------------------------------------------------------- EA MECH VENT FAN 13.00 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 61.50 Plan Check Fee 15.38 LQPERMIT Application Number . . . . . 13-00000481 Permit . . . . . . PLUMBING Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/21/13 Qty Unit Charge Per Extension BASE FEE 15.00 6.00' 6.0000 EA PLB FIXTURE 36.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 ---------------------------------------------------------------------------- Special Notes and Comments 240SF CARPORT CONVERSION (PREVIOUSLY CONSTRUCTED W/O PERMITS) TO SECOND BEDROOM, RESIDENTIAL REMODEL TO ADD SECOND BATHROOM AND 200SF CARPORT TO REPLACE EXISTING NON -CONFORMING CONDITION [CONVENTIONAL CONSTRUCTION AT REMODEL/ADDITION AND DURALUM ENGINEERING FOR CARPORT CONSTRUCTION] THIS PERMIT 'DOES NOT INCLUDE WASHER OR DRYER HOOKUPS, CONNECTION TO PUBLIC SEWER OR REPLACEMENT OF HVAC SYSTEM. WORK COMPLETED WITHOUT PERMITS IS REQUIRED TO BE EXPOSED AS REQUIRED BY BUILDING INSPECTOR FOR INSPECTION. CODE CASE: ##-#### [EE] 2010 CALIFORNIA BUILDING CODES. June 20, 2013 4:37:00 PM AORTEGA ---------------------------------------------------------------------------- Other Fees . . . . . . . . .• BLDG STDS ADMIN (SB1473) 1.00 ENERGY REVIEW FEE 12.29 STRONG MOTION (SMI) - RES 1.80 Fee summary Charged Paid Credited ------------------------------ Due --------------------------- Permit Fee Total 333.10 .00 .00 333.10 Plan Check Total 158.89 .00 .00 158.89 Other Fee Total 15.09 .00 .00 15.09 Grand Total 507.08 .00 .00 507.08 LQPERMIT sin.# Cit Of La Qiliflta Building u Safety Division P.O. Box 1504,78-49S Calle Tampico 1.a.Quinta, CA 92233 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: S' IL 4 V Owner's Name:. A. P. Number. Address: -10 (11 a 0. % Legal Description: Contractor. City, ST, Zip: Telephon : T6Q ~ J rO 2 C - Address: )O V Vll e b-0 Project Description: City, ST, Zip: C-C-4- ,. Q l li =Telephon.6G 70 2_(o 2--.0 State Lie. # : 2W .I Z e City Lic, #; - / LA Arch., Engr., Designer 10 /_ _J _ /VZJ Address: O (/ City., ST, Zip: Telephone: State Lic. #: Construction Type:. Occupancy: . Project type (circle one): New Add'n Alter Repair Sq. Ft.: / j 8 % #Stories: # Unit$: Demo Name of Contact Person: Z_ . Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS UNE N Submittal Req'd Rtc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calci. Reviewed, ready for corrections a Plan Check Deposit_ . Truss Calcs. Called Contact Person Pian Check Balance Tide 24 Calci. Plans picked up ra Caastractioa' Flood plata plan Pians resubmitted Mechanical Grading plan 2'! Review, ready fo creed issue Electrical Subcontactor List Called Contact Person %'s Plumbing Grant Deed Plans picked up S M y H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 3" Review; ready for currectio 4439. Developer Impact Fee Planning Approval Called Contact Person d AXP-P. Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees Lpn.W aft. ... ... ........ -.............................. .. 13IV15 Aqp . '/N i..A (I V 1►J l A -T-itf °F 4QUIAtw COMMUNITY DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 To: Greg Butler, Building Official From: Les Johnson, CDD Director Permit #: 13-0481 To PD: June 20, 2013 Due, Date: ASAP Status: 1st Building Plans Appromal (This is an approval to issue a Building Permit) Planning has reviewed the Building Plans for the following project: Description: Conversion of Carport to Bedroom; Previously Constructed Without Permits, and New Carport to Replace Existing Non-conforminq Condition Address or General Location: 51-615 Avenida Martinez Applicant Contact: Danny Martinez (760) 702-6209 Planning finds that: ❑ these Building Plans do not require Planning approval. ...these Building Plans are approved by Planning. ❑ ....these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please return them to Planning for review. Johnsoi, Community Development Department Director Date County of Riverside Community Health Agency Department of Environmental Health 4080 Lemon Street, 2nd Floor P.O. Box 1206 Riverside, CA 92502 (951) 955-8980 1. Certification of Existing Subsurface Sewage Disposal System. Date of Inspection: S114do, _51415 AVc-Mo 0A- 14k-cTj&j&+_ .L ® -, rA- -Sea 1r0C^-r do (Property Address) (Owner's Name) tJCiS G i co (Legal Description and APN) FAILURE TO PROVIDE ALL REQUIRED INFORMATION SHALL PREVENT OWNER FROM OBTAINING ENVIRONMENTAL HEALTH SERVICES APPROVAL. 2. Show design and location on a scale of 1" = 10' to 1" = 40' of the sewage disposal system and 100% expansion area in relation to attached dwellings, structures, wells, rocks, watercourses, etc. on required plot plan. 3. a. I examined the existing subsurface sewage disposal system at the above location on (date) Ifa, 6 date and determined that the septic tank capacity is _ gallons and that there i sq. ft. of leachline bottom area. There are ' bedrooms in the dwelling. There are TV fixture units. b. There are leachline(s), each ft. long. C. There areplastic chamber(s), each ft. long. d. There are seepage pit(s), each in diameter, 14 ft. deep. e. The leach bed Is ft. by ft., total sq. ft. of leachbed area. 4. a. Construction of septic tank (please check one of the following): concrete ❑ fiberglass ❑ steel ❑ other: b. Internal dimensions of septic (length ft., width depth IVED c. Condition of tank (please answer yes or no for each question): Krz.E Yes No Inlet Tee present? 10 ❑ Outlet Tee present? W ❑ MAY 212013 Two compartments? '® ❑ Tank structure deteriorated?' ❑ 14 CITY Or LA QUINTA "If yes, briefly explain and indicate appropriate correction suggested: COMMUNITY DEVELOPMENT d. Condition of D -Box (if needed) Level ❑ Yes 16 .,No replaced ❑ Yes No full of septic effluent ❑ Yes QLNo 5. a. While pumping the tank, did effluent flow back into tank from the absorption system? ❑ Yes No b. Prior to pumping, was the liquid level in the tank above the outlet tee? ❑ Yes $,No c. Was the area around the lids oxidized? ❑ YesU( No d. Is design of system gravity feed? fif Yes ❑ No e. Were well(s) observed on this or adjacent property? ❑ YetQ No If yes, indicate distance of well from: Septic Tank ft. Leachlines ft. Seepage P' ft. f. Distance from springs, lakes Septic Tank ft. and natural drainage courses: Leachlines ft. (circle appropriate item) Seepage ft. g. Sewer is within 200 ft. of system and abuts property line. Yes ❑ No ADDITIONAL COMMENTS: A`r- ( co ri a -P J,.3' S1{,, G vy s ecg jL h. `How long has dwelling been vacant? (if applicable) months weeks N/A ❑ 6a.Alt is my opinion that the system appears to be in good working order and can be expected to function properly with proper maintenance. No repairs -are -necessary at -this -time: -- 6b. (j It is my opinion that the system is not in good working order and will not function properly without the following repairs: certify un r n2of that the foregoing is true and correct: L to 0 3 Si ture C-42 State( ense Number Expiration Date v -W, z C Printa''mee pp Name of Pumper Company and Receipt Number/Name of Comp `y,Holding C-42 License q 7 Addresse►) (Co 3! LFh one N ber The D pa ment of Envir n ental Health has reviewed and approved this certification: ` L Env' ental Health Specialist Date DEH- -184 (Rev 6/04) Distribution: WHITE—Office; PINK—Contractor; YELLOW—Applicant 2 4 EIVED .22013 - F LA QUINTA RECEIPT NO. ? Y ^ Issued B f-'G_ 'r {'r.tler.cJ . y _1:.;1, COMMUNITY DEVELOPMENT DISTRICT: ❑ Riverside. 73. Indio ❑ Hemet ❑ Perris ❑ Rancho Calif. 7 Blythe DOM -SAM -122 jRev 3.'90) WSTT &MON: WW`T • 01108 rat YELLOW - Aptiieartt PINK •gyp. Dept GV -DE -MOD IRuRq,Recaras UIJUNIY OF RIVERSIDE DEPARTMENT OF HEALTH I AseeNom ParcM No. ENVIRONMENTAL SERVICES DIVISION— PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Applicant: .Submit this torm win four copies of a scaled Clot Plan (1.20 scale) drawl to County speculations iMirated as an the attached check lia1. A non-refundable riling fee (See below) Is required when the application is submitted. G'+edt mull be made payable 1D the Gaunry cf Riverside. Approval of this avoicaliorl Shall rema`n -slid for a Period not to exceed one year from date of approve!. Z VERIFY ITEMS IN SECTION A FROM BUILDING 8 SAFETY APPLICATION BUILDING DEPARTMENT APPLICATION LOG O Cpmrw% Ccnma WMon Vit! , ;a PCG`(' . O Ardress 8 Firm Owner Sl - 4 4 i . rl /3 Q e Pre .LQ fl O/LnT` J fn T Ma"Aaa•ttas nn r T LG PherM rp C Ol 6[; . A• +VCR • /) Cly r 1 /nP ua zip Ja0 Property Add.Bas ,L./ 7/PL'TL1 Legal Oeaa;0on Ptcp. (PIA Tract Lcio tlAi "J' r ` L Z 2 S t E`<,=t.frt rr 'e r :s . l.. a % L ' / (T Wt Sire Vater Agamy/ytea Use ulIprmd P?. CU. W. pita, ' too C . U r LU Cdr 3.ln 4t ! D amg MH Srto Prop. arc. Sgrattre 01 Apptcam 7 —Due CATEGORY: REV CODE FEF„ _ M SUBSURFACE DISPOSAL 1238 7.00 CATEGORY: REV CODE FEE M ❑ MULTIPLE PARCELS WITHIN SAME ❑ WE EVALUATION UPON REDDEST 7333 S 43.00 (NO PLOT PLAN) Z LAND DIVISION ❑ SEWER/SEPTIC VERIFICATION 7348 S 17.00 O a tat 4 Panels (Each) 1238 S 57.00 (Leas than 1 year) Ub. Each Parcel atter 4 73e94 S 24.00 ❑ PRELIMINARY ELECTIVE 7352 S 23.00 LU ❑ Rereview (2nd review same parcel) 7344 S 24.00 EVALUATION (Aaech DOH SAN 53) U) ❑ She Evaluation in Conjunction with ❑ HOLDING TANK 7351 S 47.00 Crtllcef Area 7948 S111.00 :0 ALTERNATIVE/EXPER.IMENTAL. 7345 S222.00 O Site Evaluaban Lot Leas than SYSTEM 10.000 So. Ft. 7347 S 87.00 t INITIAL DATE Holding Tank Agreements Compteted ❑ Yes No _ I!A COrt;Rctigon of Exh" S.D. System Required ❑ Yes No WOCB Cisaranoe required. (Attach Form 0 Y&9 moNo DOH SAN 007. Same Ana Region Only) ; Solis PBrwtatlon Report Required I O Yes G NO Soeciel Feariblflly Boring Report Required. ❑ Yes ❑ No Defaced Contour Ptot Plans Required (I to 5 R interval)O Yes ❑ No i 1 Obxv ❑ Yes I] No I i Staff Specialist Lot Inspection Required ❑ Y. or No i r ' LotlnspecWn Date We boring report by ".N Project e Outa - U Soils Map Page Soo TWO Approved by l r`}.%r? ' Dila -5'z ,Pi ) Z Na of Sprimi, TWO fSSymprMing O ND. pWN:flg lM1m (t) Septic Tank Soil Rate Gre®a/$old Fbm re Uktb ~O U 1 Naw DROpiacamarg 7O°m4 Greenetrnoa ! Ganm:.:ic`er.fft %OG(%Gv i.lfc c`ff r lL ✓ Gr (2) Lurch0. Ft ench •Sarae $rQnwe• towar Install ):lets) Bottom bh. br`0—_/tt'wi0e'rEn aq: R Leach Bed ger a—v K sq. R ^• r k below ya4Yatea.ar- of batlan gree J O NA LaeciL;rkle 8D eta) d..,, to sbpo: (3) Pe owmai Na Pits Ps sebw Seoaef7a Pit Total Dope, O:ttar:.. eoptesbe - trdo1j91) (TD) vy' C' S s T' t / Mnr. Altowepp . • iMy4t 7 yy' No. 2 System REMARKS: This ePPiicatton iil PPROVED kENEO for the category CheCked in SECTION 8 above. regarding ;he design b( a subsurface disposal err the aerompampd-biot plan. using the requuementa R poeal sYstO tea forth Z set in SECTION C above. A Writs' abova•oesigned system hl0 Constriction is permitted ;n the r e& oernn i; necessar/ for file insta0ation at rhe equired reserved f00ob expansion area CUP Septic tank and sewer linos must be 50' minimum from any wells (2} Leach Roes must he 1pp' minimum from any uveas, ;rrJtedirtg exwsen arca ,,1 Seepage U) Pits must be 1, ++50' m3l;mum from any we'.ks. ;nt:uding estlans;an area 0 E / S azure Of Health OfRcial %r f'- f C %2rct.•{ to f i\ %/ C f, fFlr 2 4 EIVED .22013 - F LA QUINTA RECEIPT NO. ? Y ^ Issued B f-'G_ 'r {'r.tler.cJ . y _1:.;1, COMMUNITY DEVELOPMENT DISTRICT: ❑ Riverside. 73. Indio ❑ Hemet ❑ Perris ❑ Rancho Calif. 7 Blythe DOM -SAM -122 jRev 3.'90) WSTT &MON: WW`T • 01108 rat YELLOW - Aptiieartt PINK •gyp. Dept GV -DE -MOD IRuRq,Recaras --ANS PREPARE — i D_ NG S _DRAFTING 14) 795-4300 M—(IL L RING MmolvE COUMY D rr"L7U"U ftt. PIWO -a:f- S" Pcrj Xf h orr rvrih!tIs '1Y 7tq ai b'W'4 t2z) .u7 1 9—" a V; CF --w Thi. to CEIU/, Wlho s',2 • .'t Co.: at FL.!:u luau, ne Dot :his l7r om ;WWA septtc tark and fivarl any Must b, So Lwa rM"S, irlduzU Is— M3 pftmw. W 100 ftarees .? fty Wells. M&g bo IW -.M'n'Mum and* 0 R Minimum from IF.; lzj I GGSS 601* 'Fq. oll FROM TABLE 7-3 DRAINAGE FLXT URE UNIT VALVES Plumbing Appliance, Appurtenance or Fixture Bathtub or combination bath/shower Clothes Washer, domestic Dishwasher, domestic Shower single head trap Multi -head, each additional Lavatory, single Lavatory .in sets of two or three Bar Sink. Kitchen sink, domestic Laundry sink (with or without discharge from clothes washer) Nater closet (toilets) FIU 2 I x { _ 3 ix 2 x _ 2 x — I x = l x 2 i '—X—= 2 x = 2 x 6 x Total = Compare 4 'From Table K-2 i Dantor Martinez Construction 81057 Avenida Romero Indio, CA 92201 Daniel Martinez (760) 702-6209 dantor_martinez@yahoo.com Cover Sheet 51-615 Avenida Martinez, La Quinta, Ca Apn: 773-141-007 Please Note: All Construction shall comply with 2010 California Residential, Mechanical, Electrical, Plumbing, Energy and Green Building codes and La Quinta Municipal Code All or equal substitutions must be submitted to and approved by the building official prior to installation of the item Strom of wow ,•o Al t tivf'6a a,t rlExT CITY OSA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE i0i BY w4va JV RECEIVED JUN 0 7 2013 CITY OF LA QUINTA COMMUNITY DEVELOPMENT SCOPE OF WORK 1) Existing Two (2) Bedroom, One (1) Bath— 800SF Dwelling with a • Convert existing (previously corverted without permits)carport • Construct new 200SF Duralum carport at front of dwelling • Remodel interior floor plan to include 2d bathroom. • Upgrade electrical trim, outlets and switches. CITY OF LA QUINTA BUILDING & SAFETY DEPT. 40SF ".,ROVED E o be(froq . CONSTRUCTION DATE BY Work previously performed without permits shall be exposed perCity Building Inspector requirements to verify code compliance. GENERAL NOTES 1) Provide at least 50 percent of the total wattage installed for kitchen illumination from highfficacy luminaires. A kitchen lighting worksheet shall be provideddetailing proposed fixture wattage, lamp type and efficacy rating that clearly identifes compliance withCalifornia Energy Code§150(k)8. 2) Telephone jacks are required in all habitablerooms except a Dining area which is immediately adjacent to a Kitchen or Living Room. (LQMC §8.03.050) 3) Cable Television outlets are required in all habitable rooms except Kitchens and Dining aree(LQMC §8.03.050) 4) Provide at least one 20 -ampere branch circuit to serve bathroom receptacles. Such circuit shall have no other outlets. (CEC §210.11(C)(3); 210.52(D)) 5) Provide GFCI protection for receptacles in bathrooms.(CEC §210.8(A)(1)) 6) All 120 -volt, single phase, 15- and 20 -ampere branch circuits 'supplyingoutlets installed in dwelling unit family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallwayq or similar rooms or areas shall be protected by an listed ardault circuit interrupter,'' combination type, installed to provide potection of the branch circuit.(CEC §210.12(B)) 7) Provide GFCI protection for receptacles serving the kitchen countertop(CEC §210.8(A)(6)) Replacement of Receptacles: Ground -fault circuit -interrupter protected receptacles shall be provided where replacements are made at receptacle outlets thatare required to be so protected elsewhere in the Code. 8) Provide in every kitchen, family room, dining room, living room, parlor,. library, den, sun room, bedroom, recreation room, or similar room or area of dwelling units, receptacle outlets so that no pat along the floor line in any wall space is more than 6 feet, measured horizontally, from an outlet in that space, including any wall space 2 feet or more in width and the wall space occupied by fixed panels in exterior walls, but excluding sliding panels in exterior walls. (CEC §210.52(A)) 9) Provide at least one wall switchcontrolled lighting outlet in everyhabitable room; in bathrooms, hallways, stairways, attached garags, and detached garages with electric power; and at theexterior side of outdoor entrances or exits. (CEC §210.70(A)) 10) Specify a tamper-resistant type receptacle in all 125volt, 15- and 20 -ampere receptacles located in areas required by 210.52. (CEC §406.11) 11) Luminaires (light fixtures) in tub or shower enclosures shall be §410.4(A)) 12) Bathrooms, toilet rooms, garages, laundry rooms and utility r are not high efficacy are allowed provided they are controlled by a Energy Code § 150(k) 3) CITY OF LA QUINTA BUILDING & SAFETY DEPT. J, APPROVED Ec occupant 13) Living Room, dining room, bedrooms, hallways, etc. (spaces other than kitchens, bathrooms, garages, laundry rooms and utility rooms) Permanently installed luminaries that are not high efficacy are allowed provided they are controlled by a dimmer switch oIInanual-on occupant sensor(s). Closets less than 70 square feet in area may have lowefficacy (incandescent) luminaries.(Califomia Energy Code §150(k) 4) 14) Outdoor lighting that are permanently mounted to a residential building or to other buildings on tb same lot. Permanently installed luminaries that are not high efficacy are allowed provided they are controlled by a motion sensor(s) with a manual on/off switch and integral photocell(California Energy Code §I50(k)6) CONVENTIONAL LIGHT -FRAME CONSTRUCTION 1) This structure may qualify to be constructed under the provisionsof the California Residential Code for conventional light -frame construction. However, insufficient information has been provided from which to plan check under these provisons. Since work has been previously constructed without permits, City Building Inspector shall verify in field the constructiontechniques and methods to determine if existing construction complies with conventional lightframe construction. Alternatively, provide a design by a licensed architect or engineer in accordance with CBC § 1604, including vertical and lateral calculations. A comprehensive structural review will be performedt separate submittal. Carport enclosure is required to show compliance with Conventional LightFrame Construction, or a design by a licensed Engineer or Architect shall le provided. Again, items constructed without permits are required to be permitted under this project and shall be exposed per City Building Inspector requirements to verify code compliance. 2) This project is proposed to meet the requirements of the 2010 California Residential Code for Conve6bnal Light -Frame Construction. 3) Openings shall be installed witha header of size, species, grade of lumber, and number of jack studs required per CRC §R502.5 & 502.6. 4) Steel anchor bolts with a minimum nominal diameter of 1/2 inch, embedded at least 7 inches into the foundation with a plate washer (minimum 3 inch by 3 inch by 0.229 inch thick) ad nut at each anchor bolt shall be installed within twelve (12) inches of plate endsand at six (6) feet on -center. (CRC §R602) 5) All exterior walls shall be supported on"continuous concrete footings not less than 12 inches wide and extend not less than 12 inches into undisturbed soil. (CRC §R403.1) EM51100% /Ai k ore6WC(L --6(-At-.*Sjj-tLA-,nMS rn"G+ % e SLLbVn(tj-Rd C\ -M-' cVPr'c3"Pct 6--q- c-tal P,(", to n 6ViA k W4io n. .,rvx re', -05 BUILDING FETY UEF A. R® FOR CONSTRUCTION DATE B -71 S " ON * N floi. cl co c e- CA V-0 (7-1\,kO) ODA Mk o r -esus I S absh Aub erns ►7` us+ be., an, ctIT-rcljv-d 1a j, ;,(i1c i ' 0+cit lOr +b i ns- x- (a- ► cm. NO DATE N k or Ual s u 5 ►-t t o,- ' m ,cs b4 Sub m i - ( and CAFpro oed N bw til nc "PropsF®s Ro - CoN• ru _ ' .: L . Vl- t cwl X ITY ®F LA QUINT BUS .--? FOR CONSTRUCTION DATE BY Go V < ✓ . t/ y: 1^awl p rSl j I ® C LLQ i ► ! aC U ►' . a v 64 3 C G 4 1' S 4'L•t C CO A j y/i \ C A S C 1 GS uY lur-hnCz ns- r cfivm . 1050 CA a,Z2O lie Of\ Nut, oi tA" Gubcbkuha- S q R c; al - P Y -k Cc k oskA oc 0 -"(Roo WTA BI-ITI -,Lk UIL I APPROVED FOR CONSTRUCTION DATE BY V* 20 FO I Doo Gjpc error N lard nQ2 LonlBAY"Lc 6 ac— IC SI.AbT'O-W C%ACA Cxpqycv c fb'o b CK, n6(-'C -,k6ak ivlor- tz-) , S% , I \ I CIL:, I wl . Y-0 41 t n n FVk k OV -QCWa l S0L)01&"-t kA -h oY S m l-lt5l Ljk u V p v V vA" ap ezhow , ao+ S u D ` Nf• "'at tiITY OF LA CSU I TA B kDING & SAFETY DEPT, q .APPROVED- IfOR CONSTRUCTION = & -- 7 DAT BY 7 aY" e pvt or )ov\ 0 1 Ok kci ov,-i r -10 k f) s4at kct6orj oat 09 ?l v 0 Not— .1 -LD Cooik-s T t . ccel- V i &n F-19 o4prnotd Dee 5 0 , 0 f1co V% s- / 6 / J— CITY 0 F LA (DA WTA(- q W1 BUILDING & SAFETY DEPT. APPROVED nATF gY act, 0 Or 4- For Wn ftr CA V, 4W U My"'p C; r w I 44 vantvr -rA"-rtL La-6--raAi C i4-t M oj ki eux- .1 5; %uk cor 'Ileo- loo L -'LOCA WAA I CITY OFQUJNLA. ft BUILD SA DEPT. APPROVED FOR CONSTRUCTION DATE BY Roo F I --G P` , tq c- LeA-9,-f— L -k 1-k I He -m r. Li 41- ftl(Ai icL oot 0 -1 k"It \CAA ( L 0-14- Cc lUb-T OLL) L042k-,h On bCk p ciof 4t) ms a c 0,Y1CA Q-pprL) C)kct dl I CITY OFQUJNLA. ft BUILD SA DEPT. APPROVED FOR CONSTRUCTION DATE BY Roo F I --G P` , tq c- LeA-9,-f— L -k 1-k I He -m r. Li 41- ftl(Ai icL oot 0 -1 k"It \CAA ( L Prescriptive Certificate of Compliance: CF -1R ADD Residential Additions e 1 of 5 Site Address: ,• n n Enforcement Agency:Dat General Information Project Name Climate Zone r: :_T of Stories Building Typi; . Single Family ❑ Multi Family Circle the Front Orientation: N,(F S, W or Degrees Conditioned Floor Area of Addition New Addition Size: ❑ Less than or equal to 100 ft 95 -Less than or equal to 1000 ft (CFA): 7W) o not use this orm or additions greater than 1000 ti) NOTE.For Alterations to an existing home, submit a completed CF -IR -ALT Form. Exception: Existing HVAC system that are replaced or altered to serve the addition nuW be included on the CF -IR ADD Forth Prescriptive Envelope Requirements for Additions Option 1: Use Option lfor standard wood and assemblies meetine the Cavity R value only. For all other use Option 2. • For 100, j i additions,• the Proposed values mast be equal or greaser than the Standard column or when indicated when using Package A "Pkg D "- Enter all values in the Proposed Cohmms • For less than 1,000j? additions must comply with `Pkg D" requirements unless indicated in the Standard Column. To meet "Pkg D" minimum energv compliance ret itiremenis, see RCMA dixB, Table 151 Or §151(b) in /he -RCM Enter all values in the Proposed Columns. Size of Addition 100 fly or less Less than 1,000 W . Component Standard Pro sed Comment Standard Proposed Comment Ceiling Insulation R 19 Minimum Pkg D Table 151-C Wall Insulation R-13 Minimum R-13 _3 Minimum Floor Insulation R-13 Minimum Pkg D j t` " { - Table 151-0 U- U- U- U- Fill out Fenestration factor SH acto SHGC factor SHGC Fenestration 0.4 Pkg D 0.40 Pkg v aes m Proposed Areas Below A PTe©E Maximum GI azrng To Raofin r 50 t APP ® t' Pac e D (20% C A)+ Glass f? Fill out Additional Area of Allowed FOR CON TRUCTIOt Removed I Fenestration I Areasrietow Radiant Barrier N/A Pkg D Table 151-C Roofing Pkg DJSee Roofing Produc elow Pkg D See Roofing Products Below O a ue Surface Details For the furred p2rtioned of Mass Walls see ring Strips Construction Table below. A B I C D E F G H I I J Proposed Nftr"Ote Standard Values From JA4 Table Framing Thickness, Framed Continuous JA4 Proposed Tag/ Assembly Name Material Spacing, U- JA4 Table Cavity Insulation Assembly Assembly ID' or Type' and Size2 or Other. factor° Numbers R-valueb R -Values Cell Values U-factor9 n . --ry .i - Note: Forfiured assemblies, accounting forContvuuous Insulation R -value, see Page JA4-3 and Equation 4-1. For cakulatmg furred walls use the Mass and Auring 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 mid etc... In e e d ue: or Wood Melal, Metal Bui1&ngs, Mass, enter 2x4, 2x6, or etc... see JA4 for other possible frame type assemblies 3. Enter the thickness for mass in incites or Spacing between framing members enter, 16 "or 24 "OC; or 01her for all other asseb scrtption such as Concrete Sandwich Panel, Spandrel Pane4 Logs, Straw Bale Panel and etc.... MAY 2 2 T 4. Based on the Climate Zone, enter the Standard Ufactorfrom Table 151- Cfor each different a minblyName or type. S. Enter the Table number that closely resembles the proposed assembly. CITY OF LA QUINTA 6. Enter the R -value that is being installed in the wall cavity or between the framing; otherwise, enter "0 "COMMUNITY DEVELOPMENT 7. Enter the Continuous Insulation R -value for the proposed assembly, otherwise, enter "0 ". 8. Enter the row 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 lite Standard U factor in Column E to comply. Registration Number. • Registration DatelTime: HERS Provider. 2008 Residential Compliance Forms ADDITIONS 11000 sq. ft. OR LESS Prescriptive Certificate of Compliance: CF -1R ADD Residential Additions 2 of 5 Site Address!Enforcement Agency: Date: 5l te15 wAk G 5 24 ( 3 Furring Stri Construction Table for Mass Walls A B C D I E F I G I H I J I K L M Proposed Properties of Masonry and Concrete Added Interior or Exterior Insulation Walls From Reference in Furring Space from Reference A 000 nits= In Joint A ppendix Table 4.3.5, 4.3.6 4.3.7 Joint Appendix Table 43.13 --% FOR CON19-11 a 1. Fenestration area is the area of total glazed product (i. e. glass plus frame). Exception: When a door is less thmr 50'16 glass, the fenestration area may be the glass area plus a "2 incl: frame " around the glass. 2. Enter val ue from Component Package D Requirements in Table 151-0. 3. Actual fenestration products installed and as indicated in CF -6R E1VV Form shall be equivalent to or have a lower U factor and/or a lower SHGC value than that specied on the CF -1R ADD Form. 4. Submit a completed WS -3R Form if a rethteed SHGC is calculated with exterior shading. 5. Ifapplicable at this stage enter `NERC"for NFRC Certi ed windows or CEC "Default " valuesfound in Table 116-A or B. Assembly`o o P„ m m > ; Final Assembly Mass Name or JA4 Table c ,e, 3 E E c 7 w Thickness' T = Numbe ¢ > e .'' _ 3 6 > U -factor Comment 1. Indicate the Mass Thickness from Reference Joint Appendix JA. 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc ... lndicate the Frame type and Size: For Wood Metal, Metal Buildings, Mass, enter 2x4, 2x6, or etc... see JA4 for other possible frame type assemblies. 3. Enter the Table number that closely resembles the proposed assembly. Enterthe rosy and column of the U factor vahte. Enter tire Effective R -value listed in the JA4 Table Number. The Final Assembly is calculated by using Equation 4-1 or Equation 4-4 of the Reference Joint Appendix JA4_ Enter the value in Column L. Insert the Fnurl Assemb U- actor value back on to the Opaque Su ace Details table uu Colum: J. FENESTRATION PROPOSED AREAS Orientation Fenestration Type and Frame (North, East, PropsedArea indow, Glass Door orSkylight) South, West)(ft) a S of 'i C) f Maximum U-factor 3 Maximum NFRC or SHGC2,3,4 Default Values 5 o f ` 35 'i F?,6 BUILDING & FETY DE PT A 000 nits= In --% FOR CON19-11 DATE BY 1. Fenestration area is the area of total glazed product (i. e. glass plus frame). Exception: When a door is less thmr 50'16 glass, the fenestration area may be the glass area plus a "2 incl: frame " around the glass. 2. Enter val ue from Component Package D Requirements in Table 151-0. 3. Actual fenestration products installed and as indicated in CF -6R E1VV Form shall be equivalent to or have a lower U factor and/or a lower SHGC value than that specied on the CF -1R ADD Form. 4. Submit a completed WS -3R Form if a rethteed SHGC is calculated with exterior shading. 5. Ifapplicable at this stage enter `NERC"for NFRC Certi ed windows or CEC "Default " valuesfound in Table 116-A or B. Registration Number: 2008 Residential Compliance Forms Registration DatelTime: HERS Provider: August 2009 ADDITIONS 1,000 sq. % OR LESS Prescriptive Certificate of Compliance: CF -1R ADD Residential Additions (Page 3 of 5 Site Address: 51 tek5 Pfve* ,da- Enforcement Agency: Date: ADDITION ALLOWED FENESTRATION AREAS Check applicable box below ifthe roof addition is exempt from the roofing product "Cool Roof' requirements. Note: If any one of the boxes are A B C D E ❑ Roofing area covered by building integrated, photovoltaic panels and solar thermal panels are exempt from the above Cool Roof criteria F Note: If no CRRC-1 label is available, this compliance method cannot be used, use the Performance Approach to show compliance, otherwise, check CFA of Addition Allowed % Allowed Area Area Removedi Total Area Allowed Proposed_3 4 ❑ ® ft of CFA (A x B) fie (C + D) Above) Total Fenestration Area ❑4 'u ti ❑ ❑ ❑ ❑ T:i West Fenestration Area I. The CMC Product IDNumber can be obtai s R.nod P.. d., r ni ctory at wwiv.coolrnofs.orn/nmducts/searchnhn 2. Indicate the type -fp-duct is being used for the roo top, Le. single y roof, asphalt roof, metal roof, eta 5. If the Aged Reflectance is not available in the Cool RoofRatmg Council's Rated Product Directory then use the Initial Reflectance value from the sante directory and use the equation (0.2+0.7(pbdjj j- 0.2) to obtain a calculated aged value. Where pis the Initial Solar Reflectance. (Required In CZ's 2,4 & 7 -15 r i IP .05 To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage by the coatings manufacturer and meet minimum performance requirements listed in §118(1)4- Select the applicable coating: Lecommended ❑ Aluminum -Pigmented Asphalt Roof Coating > ❑ Other 1. West Fenestration Area mchides west -sloping skylights and any skylights with a pitch less than 1:12- 2. West facing glazing area removed cannot be "courted" twice. " Lt order to distribute the west glazing area removed to the outer orientations, input the west glazing area removed in the Total Fenestration Area tow, colrtntn D. 3. Include the Proposed Area of the West facing fenestration in both Area columns below. 4. To meet compliance, the Proposed Area must be less than or equal to the Total Allowed Area for BOTH the Total and West Fenestration Areas ROOFING PRODUCTS (COOL ROOFS) §15](D12 Check applicable box below ifthe roof addition is exempt from the roofing product "Cool Roof' requirements. Note: If any one of the boxes are checked below, the Aged SolarRe, flectance and Thermal Emittance requirements for roofing products in §1180) are not applicable. Do no{ fill table below. O Roofing compliance Not Required in Climate Zones 1-12,14, and 16 with a Low Slope_ Less or 2:12 pitch. E3 Roofing compliance Not Required in Climate Zones 1 through 9 and 16 with a Low -Sloped. Roofs pitch greater than 2:12 and product weight less than 51b/fl ❑ Roofing area covered by building integrated, photovoltaic panels and solar thermal panels are exempt from the above Cool Roof criteria 13 Roof constructions that have thermal mass over the roof membrane with at least 25 IbIW is exempt from the above Cool Roof criteria. Note: If no CRRC-1 label is available, this compliance method cannot be used, use the Performance Approach to show compliance, otherwise, check e applicable box below if Exempt from the Roofing Products "Cool Roof" R irement: I Tt c ce Aodu Aged Solar Thermal 2" CRRC Product ID Number < 2: 2II ''> I < > I Reflectance3'4 Emittance SRI a ❑ ® ❑a ❑ ❑4 ❑ ❑ ❑ ❑ T:i pa I. The CMC Product IDNumber can be obtai s R.nod P.. d., r ni ctory at wwiv.coolrnofs.orn/nmducts/searchnhn 2. Indicate the type -fp-duct is being used for the roo top, Le. single y roof, asphalt roof, metal roof, eta 5. If the Aged Reflectance is not available in the Cool RoofRatmg Council's Rated Product Directory then use the Initial Reflectance value from the sante directory and use the equation (0.2+0.7(pbdjj j- 0.2) to obtain a calculated aged value. Where pis the Initial Solar Reflectance. . Check bar tftheAged Reflectance is a calculated value using the equation above. 5. Calculate the SRI value by using the SRI- Worksheet at http://wtmv.engrgv_cagavltitle24/and enter the resulting vahte in the SRI Colunm above and attach acopy of the SRI- Worksheet to the CF -IR To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage by the coatings manufacturer and meet minimum performance requirements listed in §118(1)4- Select the applicable coating: Lecommended ❑ Aluminum -Pigmented Asphalt Roof Coating F13 Cement -Based Roof Coating ❑ Other Registration Number.- 2008 umber.2008 Residential Compliance Forms Registration Date/Time: HERS Provider: August 2009 wl dcJ` Prescriptive Certificate of Compliance: CF -1R ADD Residential Additions e 4 of 5 Site Address_ Enforcement Agency: Date: HVAC SYSTEMS - HEATING Duct or Configuration heating. Individual dwelling DHW heaters must be Minimum Distribution Piping (Central, Split, Heating Equipment Efficiency Type and Insulation Thermostat Space, Package or Type and Capacity"-' (ARM or HSPF) Location' R -Value Type H dronic) External Tank Water Heater Type/Fuel Di n buti-ii P Q;ber ln, C9 k Energy Factor or Insulation T (Stand , Recfitt; to 3`tede . Ca 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 (t. e., if total capacity < 2 KW or 7,000 Bhtlhr electric heating is controlled by a lime -limiting device not exceeding 30 minutes). See §151(6)3 exception. 3. Refer to the HERS Verification section on Pages 3 and 4 of the CF -IR ADD Fornt for additional requirements and check applicable boxes 4. Indicate Type or Location (Ducts,11dronic in Floor, Radiators, etc_) HVAC SYSTEMS - COOLING . I I Configuration Cooling Equipment Minimum Distribution Duct or Piping (Central, Split, Type and Capacity1,2 Efficiency Type and Insulation Thermostat Space, Package or (SEER/EER or COP) Location; R -Value Type H dronic 1. Indicate Cooling Type (ALC, Heat pump, Evap. Cooling, etc). 1 Refer to the HERS Verification section on Pages 3 and 4 of the CF -LR -ADD Form for additional requirements and check applicable boxes. 3. Indicate Type or Location(Ducts, H dronic in Floor, Radiators, etc.) WATER HEATING List water heaters and boilersfor both do heating. Individual dwelling DHW heaters must be gas or propane fired and may not exceed 0 g16ly4T0 t v r heater to the kitchen(s) and on all underground hot waterpipes is required in all conn or: t It n . External Tank Water Heater Type/Fuel Di n buti-ii P Q;ber ln, C9 k Energy Factor or Insulation T (Stand , Recfitt; to 3`tede . Ca (al) Thermal Efficiency R-Value3 427Ct . 'Vi FOR CO STRUCTIO 1 . I I t I. Indicate Type (Storage Gas, HeatPump lreous, etc.) BY 2. Recirculating systems serving multiple e ivelling units 33fi—all meet :e recwc—MMM m2pil rents of §150(n). The Prescriptive requirements do not allow the installation of a recirculating water heating system for single dwelling units. 3. The water heating tank and i es shall be inundated to meet therequirements o §150(). 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. Radiant Barrier (Roof) 0 YES O NO YES: Required in Climate Zones 2, 4, and 8-15 for additions larger than 100 f'-. Slab Edge (Perimeter) Insulation 0 YES 0 NO YES: In Climate Zone 16 under Component Package D, R-7 insulation is required. Heated Slab Insulation 0 YES 0 NO YES: Slab edge insulation required for heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slab Insulation 0 YES 0 NO YES: In Climate Zones 1, 2, 11, 13, 14 & 16 R-8 insulation is required, and in Climate Zones 12 & 15 R-4 insulation is required under Component Package D_ Thermal Mass - To obtain Compliance Credit for the installation of thermal mass, use the Performance Approach. Registration Number. 2008 Residential Compliance Forms Registration Datefl'ime: HERS Provider: August 2009 I Prescriptive Certificate of Compliance: CF -1R ADD Residential Additions (Page 5 of 5 Site Address. / a OVEnforcement Agency: Date:D 11:3 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 verffuation is requiredfor this measure. ❑ YES NO YES: In all Climate Zones, if a new space -conditioning system (HVAC equipment and ducting) is installed to serve the addition alone, the ducts ate to be sealed and tested per §15l(f)10. 0 YES NO YES: In Climate Zones 2 and 9-16, if more than 40 linear feet of new or replacement ducts are installed in unconditioned space to serve the addition, the ducts are to be sealed and tested per §I52(b)1D. t ❑ EXCEPTION: Existing duct systems that are extended, which are constructed, insulated or sealed with asbestos. 0 YES [A YES: In Climate Zones 2 and 9-16, if the existing HVAC equipment is replaced (including replacement of the air handler, -NO outdoor condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and will serve the addition, the ducts are to be sealed and tested per § 152(b)IE- 13 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. 1 3- EXCEPTION: Duct systems with less than 40 linear feet in unconditioned space. ❑ EXCEPTION: Existing duct systems constructed, insulated or sealed with asbestos. Refrigerant Charge - Split System HERS verification is requiredjor this measure. ❑ YES P(NO YES: In Climate Zones 2 and 8-15, if a newly ducted split A/C or heat pump is installed to serve the addition alone, a refrigerant charge measurement shall be verified per §151(f)7A. ❑ YES 0,NO YES: In Climate Zones 2 and 8-15, if the existing HVAC equipment is replaced (including replacement of the air handler, outdoor condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and will serve the addition, a refri erant charge measurement shall be verified per 152 1F. Central Fan Integrated Ventilation System — Airflow and Fan Watt Draw - do not apply for additions 1,000 ft or less. Ducted Split Systems - Air Conditioners and Heat Pumps: Airflow and Fan Watt Draw HERS verification is required 0 YES [NO YES: In Climate Zones 10 through 15, if a new space -conditioning system (HVAC equipment and ducting) is installed to serve the addition alone, the airflow and fan watt draw shall be verified per § 15l(f)7B. ❑ YES 14140 YES: In Climate Zones 10 through 15, if the existing spaco-conditioning system (HVAC equipment and ducting) is replaced and will serve the addition, the airflow and fan watt draw shall be verified per 152(b)1F. Documentation Author's Declaration Statement - I certify that this Certificate of Compliance documentation is accurate and complete. Name: MGA - Signature: Company: t)N Date: Address./ Ct A"Sle—D If Applicable 0 CEA or ❑ CEPE /7 Velk, 161 (Certification #): City/State/Zip: y5ld/ O 2'20 Phone: -7&o ?v2 62o 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 Califorina Code of Regulations. - 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 com culati n lans specifications submitted to the enforcement agency for approval with this building rmit a Name: RLJ 1- DING A VAIgl' Er"TY.'DEPT Company: APPROVED Date: Address: FOR CONSTRUCTION License: City/State/Zip: Phone: For assistance or questions regarding the E at: 1-800-772-3300. Registration: Number: 2008 Residential Compliance Forms Registration DatelTime: HERS Provider. August 2009 I I 1 U I I I I IU I I I I I I I I I I I I I I 111111 ITU III I I VIII I I I I VIII II I I llllllll I I I I VIIIIIII III 11 I UIIIIII II I UIIIIII lllllllllll II III IIIIIdIIIIIIIUIIIIII IIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIII IIIIIIIIII II IIIIIIIVIIIIIIIII IIIIIIIIIIIIIIIIIIIIIU IIIIVIUUIIVI IIIIIIIIIIII I Illl IIIIIIIIIIIIIIIIII. I IIII I I I I IIIIIIUI I III II ILI I. IV(II IIIhIIl II IIIIIIII I,I,I I I I 1I I.II II II:IIIII If I I I, l IIVI IIIIII II, I 1I1I11I11I I. I , II , I1I1 uIIlII III,1I1I I1III1'II 1I.I1 1 II 1L1I1I L1 _IIItiI II,1I,1I. 1II:I I III III II.I UI I 1f I I .1,1III.1I II1 LII IVII.I IIII: IVII,IISI IIdII. I Iu"11 i IIII III II U I I IIt h,. l 1 h illIl III1II1I 1 IIYII IIII I 1 11 I II ID I II I I II i I III I 1I'I 11. I I, ,IIII u II II,I I 1 dII IIII II ,1I III I " I TV III II I P1 _ II -_ I' IIy „. I 11I1I 1I 1II I II.II1I I flII II,I III 11II 1U11 61 1I I11 1I11I1 iI t1II :1II I1I1II I, 1. II .1 1 vl l Illll I IIII II I I IIIIIIIIII 11m 11UI111II I III 111111 VIII illlllllllllllllllllll 111 llllllll) IIIIIII IIIVIIUIVI IIIIIIIIIIIIIhllll VI IIIIIII IIIIIII II LI, III 1: Ill l pl, UI 1 Ill Ill pl IIII , UllllllllldlllllUllUd II UIIIIIIIIIIII oiIIIIIUpIIIIIIIIIl1111llldllll' III hullllll II III dll III 1111111 II I IIVI llllllllllll U II III111ulllu I IIIIIIIIIIIIIIIIIII SHEETINDEX: SHEET # SHEET TITLE I DESCRIPTION 9111111111111111111111111U' : IIili lillllilllllllldiiiilililN UIIIIIIIIIIIIIIIIIIIIIIIUI'' n1 III L. ,I Ii I I 1.1 II VI II IIIIIIIIII I IIII III11111111111 I VIIIIIII I IIIIIIIIII IIIIIIU! 111'ili!IIiIiIIIIVIiliiliii! VIIIIIII IIIV li l it lili!Ii iVlill: IUIIIIIIIIIIIIIIJIIIIIIIIIII' 1 I!l 11111i' uV' I` 11lIIIIIIIIIIl111111111111 1.' 111 l III it 1i! , IIV,I.III .1!VII IIIII III1I1.I I II I 'Jill . 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I II I I I I 11.11 I I 1 : I I I I I I I II 1 I I I !I I :I I,r F III I I I I I I , I I I IIIVI6II, , I II IIII dellllllll1161 1111111 I I 1 ' I I r I I ,. I I I I I I I Ir II II I u I I 1 I I 11 I I I cl I uIIVIIIIDEBIGN REQUIREMENT .IIIIIIIIIIIIIIIViVI IIIIIIIIIIIIhIl1111plllldl illllllllllllllllllllllli 111161111VIIIilllllllllllll illllllll llllVlVlil hUIII IIIIVIIIIIIhIII IVVIIIIIIIIIIIIIIIIII II IIIIlll6Vllllllll A 2( RESIDENTIAL APPLICATIONS - CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I, v ,Ildllll I m , I I11111!I's:,,, T-11 IIIIIIIIIpiTITELESHEETJrDESIGNIImOADS lllll l'I'llll 111 !111111 IIII (IIII III I I I T U em, o -:. I Illlll IIII 1 iIiIIIIIIIIIGNERAI NOTES' ( I,III VIII j 'Illlll 11111 1 I! 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Ill dlllblll 11 (IIII, kill ”""' b^ a, :IIII dll UII1b all) I1 IIII. 1111111 11 111118 V IIIIII I. la:hll ,'IIII 611 i ... I,,,EAM TYPES. ,1VI n,. 1 1 1111 .,16..Q - iQ '1 d r I I,II 111112 ............BFI, m space 644 iLs III (IIII III I :. .,, 1111 11... ...I:.,,, ,lllllllllll. II I II I I ILP IIII IVIV 11.1,. I 13 VIIIIIII' ° .BEAM TOPOST ATTACHI IENTI 1 I1 III 1111 11 II I III I 111 I I , u I I I I I 1 I I 1 I I I 11 III I IIIIIIIIIIIIIII I I I I ( I TTI NN I I NS II 14 ............LA CE CO ECT O 1 III J II I I I I ,I 1 1 I I 11 I I I I M1 111 11111111.111111161111 " 111'II ! " IIIVI Ig11611,11 . ,.I IVIIIIIIII Ll1Ll1ll III 15 ............MINIMUM REQUIRED COLUMNS' 16 &17 ...... SOL ID POST SPACING TABLE ATTACHED AND FREESTANDING 10# LL 90 MPH 18 &19 ....SOLID POST SPACING TABLE ATTACHED AND FREESTANDING 1011 L.L. 100 MPH 20 8 21 ....SOLID POST SPACING TABLE ATTACHED AND FREESTANDING t0it L.L 110 MPH 1111 pa'!i, ". IIII III IIIiiiiluiu III FREESTIIANDING 20ILhLIIi110 MPH III 22 & 2g11111111I,'S& POST SPACING TABLE ATTACHED ANO III 1111I I 124 25.....SOLID POST SPACING I11 ITABLEIIATTACHED 0Ar10 FREESTANDING 3w ILL 11110 MPH 11111111Equ 1 h .2 Z li'Ihl ICEIIPosTIIS IACINGIII ABLE A I I ACHEDII INJDFREEST I DINGIII Ii htiI01 IIV1119 111111111niI V LA AICE 101POSTjSPACING T ABLE ATTACHED AND FREETANOING1901ki1 1111910 M LPH30 .. LATTICEI'IIPOSTSPACINGITI'IABLEI' ATTACHEDi1ANDFREEST IAN0ING 3ppL LI!' 11,+10ORPOST SPACING TABLET ATTACHED AND FREESTANNLLIIIIIIIIIIIIIIIIIII 11 110 MPH IIII'', 111111131 1111h SOLID POSTISPACING,'TABLE AITTACHED ANDFREESjT REESTANDING 2U(i l.L 901110 Mi IPF IIII' 32 IIIIIIIIIIIIIIIIISOLID POSTgSPACING,'TABLE A1ITAC , EDIIANDANDING20# Ll L 90.110 MP1 ULATO ROOIuIIPANEL COECTIONSIIIhull 11iIII111111 1 IIIll11 1li1ii1i111111 11 V1D1' 111111!II1:1111!!I!I!IIRI111111111U VIIIIIIIIIIIIIIIIIIIIII III P`d!VII11'IU1I!Ill1!U llllll!11j1!!U1 IIIIVIIIIillllllllill lilllV 11UIUIIIIIIIIIIII11111111111!UIIIIII dlllllllllllllllllllllVllVlllV: 611111!11111!IIUUIVI!II111111U11 . dllllllVll CRC AND IRC APPENDIX CHAPTER H. IIII ROOF LIVE AND SNOW LOADS: 10;1'20 AND 30 POUNDS PER SQUARE FOOT:I II it 1 I '1 II I 1 II II I J✓ . II 161, II WI II 111111:,1 ,I y ,. , , 14111 I:,u!III III : Lor :11: , VIII II 1h1 ,11 I,:,I,:I, ,, • 1111 I,IIJLId11!611u1,;1:d IIII IIIIIIIIIIIIIIh l'61a,',V... .l:uu,ll IIIII IIIIIII II1 ,1.1,1161111 '+I: 111 .LL p I! ,. ,IIII c, MERCIAL APP1LICATwNs;!I,caC ANq,lac),ef,APrERIIPl6!Ilu uo to ITV VIII p Itl I IuuI ¶II I IIIIIU.:. 'I II lllli 1','111:I:11:1U II II UIIIIII 11110 ROOF LNEIAND SNOW;LOADS. 20 ANO30 POUNDS,IPER SQUARE FOOT AT RooFsb II 1111 IIIIIIIIII. al illllllllb ,lolllllllllll4n, ,i 1I III ' ; ' 0 VIIIIIII; U, . I lll, a„Q,,, IIII Imo, REQUIF"ENTg illllllllllll,'IPI: ,11!Illll.11llllllllbll, III@III IIplllul dllll ll 1111!111, IIIIIIIIIIII 1111 TgBU 1111tq SPANSFOR'SNOW LOAD S' ARE BASED ON Pf AT THE ROO EQUAL' TO 20 OR 30 ! dl,' „Iud „m,: „ IED , 1: , 1,I 111 I1111,1 I 1 1 . I IIII 1 a 1 V I I 1 I I IIII I I I 1 I 1I I 1 III ,I IL111 111 II .I I 11:111uIIII L I •I IV. I I I I I IIIIIIIIIIIIII III II : 1111111 IV 11111111111111 11111 ' u 2. BASIC yVINDISPEED3. g0, 100, 110 MPH, EXPOSURES B AND C. II IIII, I IIII3'D WIND OCCIU CY CLASSIFICATION AND IMPORTANCE'FACTOR I 0 , „I I „11111 IPPV :,,1 1111161111:,1 d,l,lr .,:I1 I 1 II II ,1111 III II II I 11111 Illlll 1111 III III I,II III II IIII ,,' 4111,SEISMICIBASE6SHEAR. 17 P,O INDSIIP,ERILINEAR FOOT'P,EFi WID OFIhVERJII, IJ 111; IIII 1111111 5. 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THE DESIGN COMPLIES WITTHE 2009 INTERNATIONAL BUILDING CODE, 20INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING 8 RESIDENAII,1 CODES, ASCE/SEI 7 -05 -MINIMUM. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2005 ALUMINUM MANUAL -ADM 1-05. DRAWING NOTES : poo,. n ,Oppin,l,iluoll'jl I lu,.. ol l1 0ll I : II 2. ALL ITEMS PERTAINING T,O EACH INSTALLATION RE OF ROOF PANEL;,HEADER SPAN, COLUMN SIZE, ETC. S cTY )I .. I x,... In , ,,,,.. ,. „ III 1, .. I 1 . ,,,,_ I o , . ,,,,,,.• • I . , I I I ,.I III„ II IIIIIIIIIIIIIII d1 1 1 ..1 IA I IUI II ' ., 11 , 1„ q I III,'„• j IIIIII, 3. EACH INSTALLATIONISHALL BEAR {W IDENTIFYING TAG INDICATING THE NAME AND DDRESS OF THE MANUFI r ( I„n,ll ,,, n,. •, I,,,n,bl,h,lld, . IImn:, .••I 11 I e.,,,., ...... e 1 nn1•. nl„,,,.,.„.,.d IIIIIIIIIIIIIII I. 1 „I.I IIIIIIIII T 4. HE DRAWINGSIAND'SPE IFICATIONS SHOWN RE THE FINI HELI STRUC RUNLESSfOTHERWISE l I 1 PRES NT S TU 1 v I 1,1111,• dL x,1101, 1nI n,„II,1 , L. 11„11n,.. 111..In, I I .1 Iln 1 • 1„IE„ n 1, ,. all II I I II II IIVIII IIhNTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE F I ! I' I I OR ALL CO? 1q1 5; THE APPROVECI! SET OF DRAWINGS AND' SPECIFICATIONS'SHALL BE4KEPT AT THE JOB'SITE AND' SHALL BE AV/ 111116111' Ip1l„PARTMENTI`THERE SHALLIIB N D III ATII! N F THI!IAPPRD'°a116, I U,11,,,1111. 11„,d0. E E O EVI w, 0 ROMI E O PINJS ANO SPECIFICATIONS WRHOUT f 1 1 I nu ,III 1 t II ,1 , L, I 1 d1 I IIiIIi11111ulIIVl611 B IFREESTANDINGiICOVERSIS IHALLNOTBEjENCLOSEDWiTHIlAN,1YITYPEIIOF!ISOLIDDO'1 ,ISRIIMATERIALIIJ!I II; I VIII 7. N CONCRETE FOOTIN S B N F N I ED I R CERTIFIED FILL. 1"v ALLN n1.,.HALL EAR,I,O IRM 1NATIURAL U D,nSTURB SO, II ,n wm 1. . :III II 1 I: I. 8 TTACH RMA UR T• 1 R P OVI I H SLAB IS IAT''LEAST . ANA ED COVE Y BE SE ED O AN EX STING CONC ETE SLAB R DED E 1 I IIIIII III 11, II n,I I Illi„,..J. III ,1,1„III, 117 n1 nd uu 1A I , 1 1 I1y I II y IIIIIIIIII IIIIuIIIlll11 ll 1nul11p IIIwa1111 1 .. IIIIII udI011 . MINI IIIIIIIIII A MAXIMUMIICOLUMN!LOAD OF 750 POUNDS. -II I IIIIII I IID, I III I II „1 II Ila u1111, L (IIII IIIIII . .1111 I I (IIIIII,,. 1 „ ! Illli 111111 h „ I 11 II i I 1 1 I II ..1111, I I I I I I I II ILL I IIII I, I' 1 NDS PERS DARE F T L.L. ANO REA R MAy BE MMERCIAL I SED CARPORTS ONLIYWHEN I .• • ,I „11 I U• I I Q.,n,. .111„111 , ,, ,LIG n1111 ai,lu II I 1I111111111I . 1111111111 , U11UUIlIIV” 0. DESIGN LOADS COMBINATIONS1ARE IN ' CCORDAlJOE NHII IIBC SECTIONS 1805.3.1 8111605.3.2 I1 y I 11 I 1.11 I II ,111 1 I I i II 1 , I a. III I IjI II I, 11 I II I 1 I I IIII I I I I I I I I I, i I I I I I I III I I I I , Id111,1 11ILMI I I I I I I ,IIIIIIIIIIIII II Hillill , I I I I Iiil I I I VI I I I I 1 1 1 I LI i p I I II .111. IIIIIIII VIII DESIGN CONSIDERATIONS: II11U III lilU6`; '•IIII _ Ul1 III 6611JI 11,1 11 11111!1 .III 6NI ,IIII I 1 I 1 I I 111111. I IIIIIIIII IIII. (IIII IIIIIIIII, I 1 I I I II• I I 11 I M -11 I I:11K,1,1 1 II i t 11. N M R F' ” P. F I P'I F T. 1 I I MU 00 SLOE OR SOL ROOF ANELSNCH PER 00 (IIIIIIIIIIIIIIII (IIII IM11111II1111I1, ulll o n1pU u11 111I,1,1nq 0111111 II IIIIUI IP- 911111 IIIIIIII' )IIII Ih I"IIIIIIIII 1161111 IU 12. MINIMUM CovER1;10' PROJECTION. IlllllllllIIIIII►►IIII 6NNN 11111111111 NINN 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 14. COVERS ARE DESIGNATED *RIDGED BUILDINGS' AS DEFINED IN ASCII7, SECTION 6.5.13. ESCARPMENTS AS DEFINED IN ASCE/5 15. CLOVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND, •• TAN IN AN N D N TRUCTURES AND'P 18. THE FREES D G D ATTACHED COVERS'NOTED HEREIN ARE DESIG E AS OPE S II II u,.. 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II,I ...I..... 111, 111, III .i m1IIIIIII111 'n111111111II1 I III ,1. ”"uIIIIIIUIIl111Il III -•n1 OMWNBY"E.N. 11 uIIIIIIIIIIIIIIUIIIIIF "I:I: SOCUITES, INC.OVER IIIIIIIIIIIIIIII TOMCAMPBEl I'Srrlrlap ,,,II!IIII!111111IIIIIIIII ;' I I 1 II I III I I I III I I I I 1 I I I I II I I I I I L,I„,,„I, IIIIIIIIIIU I II I I I I I I I I - UPMO F.Rt 0196 Ulllhu!u111110111111ullluol Illllllllllllll II IIII I II DATE:7601/1012 .., ... ,..L.,., r,. a1E !IIIIIIIIIIIIIII IU 1111 111111 II u III COMM .."'IIIAN _, DENfV1l11 RAL!ENOIHEERINO IIII' nun 11111 IolI1 "`IIIIIIId II& :1nI111nd1,n1 ,11111 III 1 I • Igl9ppll9alllll d IIUIIIII IIIIIIII III I VIII I I I HEET 11I,OF1 II IlUlll I I y11 II I I ILL I 1111„ I V , IIIINIII .III I III I I II IIIIIIIIIIIIII IIIIIIIIIIIII iIIIII1(IIII nl ' IuIl11l IJ• III U.V .,IIIIIIIII .,n 1 REVL9EDIBY; •,n: RANCHOCUCAAION(3l CA, 1 741,21;11111 hil!,•I 1 11111„ II 1 , , ,,,•, ,,,,, 9l9lll!IIIhV9Yl111'PJP!I!I!J UIIIIIiiIIllUllllllllllllllll IIIIII 111111111, o111JIII111111NIIII1111111111J161u11 IIIIIUIIIUIIII I IIIIIIIn1 m 11 I I l I I 11 1 II I l 1 I 11 II 1 IIIIII 11 I I 1111 t LNE LCU1D a IY I 1 I A OI ,,, ,,... 11.,, • II, ,I, ,,, I 1, a IIIIIIIIIIU ;' I I 1 II I III I I I III I I I I 1 I I I I II I I I I I L,I„,,„I, IIIIIIIIIIU I II I I I I I I I I 111allllllllh Id, I , oENERAL No7Es I 11 I 1 III (IIII 111 ( 1,I„I 10 26e,30pI ' HCRIL VAHD IIIiI II 1 (IIII R UCTS INC. 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POSTS, SIZE VARIES ALTERNATE: 3 12' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR POST SPACIN '•N. ZS% SPLICE AT THIS AT END BAYS. EXP e 13RO e OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING S SCHEDULE FOR * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 8 1/2' SIDE PLATES. S D TC. 3 1/2' SLAB SOLID PANEL TYPES 25%OF SP ATTACHMENT CHANNEL NGT}/ O qN0 OPS ATTACHMENT CHANNEL ALUMINUM SEE DETAIL Sa,,.. ALUMINUM — SEE DETAILSROOF PANEL SEESCHEDULE EDULESPANS aF p s F PANEL SEE SCR MIN. 0.25' SLOPE PER FT, MAX Hi? 1? POST AND AT END BAYWHERE SPANS SEE SCHEDULE O. SP Ih"B"ATTACHED OOTING CUBE SIZE 0. 'O.H.' NOT TO EXCEED 25% CHANGEABLE WITH ANY OTHER 'O.M' NOT TO EXCEED 25% OF SPAN MULTISPAN W/CANTILEVER OPTION OF SPAN SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE OPTIONAL: CANTILEVER BELE ADS * SO. POSTS. SIZE VARIES Sn FORAM SEEPOST SDPACING F * SO. POSTS, SIZE VARIES SF=CNS NG 3 1/I SLAB ALTERNATE: I ` AT fySSE D SINGLE POST MAxY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX HT.= 17NOTE: NO SPLICE AT THIS POST AND A END BAYS.— FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS II CHANGEABLE WITH ANY OTHE COMPONTENT UNLESS OTHEF TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPIKE — SO. POSTS, SIZE VARIES ALTERNATE: 3 12' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR POST SPACIN '•N. ZS% SPLICE AT THIS AT END BAYS. EXP e 13RO e OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING PANEL MIN. 0.25' SLOPE PER FT 'O.H' NOT TO EXCEED 25% OFAN. SEE AIL FOR SPLICE — BEAM 112 x 9' STEEL ROD NOTE EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION POSTS, SIZE VARIES - 1/2' SLAB BE USED TONSTRAIN FOOTING, SEE See NeCD esIN.OT.E S SCHEDULE FOR ?Sk O S D TC. 3 1/2' SLAB O•N ALTERNATE: 25%OF SP ALTERNATE: REVISED BY: p SINGLE POST AAfA Y UMS SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE NOTE. 0 SPLICE AT THIS MAX Hi? 1? POST AND AT END BAYWHERE REQUIRED SEE SCHEDULE Ih"B"ATTACHED OOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. MULTISPAN W/CANTILEVER OPTION 98 PANEL MIN. 0.25' SLOPE PER FT 'O.H' NOT TO EXCEED 25% OFAN. SEE AIL FOR SPLICE — BEAM 112 x 9' STEEL ROD NOTE EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION POSTS, SIZE VARIES - 1/2' SLAB BE USED TONSTRAIN FOOTING, SEE See NeCD esIN.OT.E S SCHEDULE FOR TOM CAMPBELL 6 ASSOCIATES, INC. S D TC. IAPMO ERI 0195 O•N ALTERNATE: 25%OF SP SINGLE POST REVISED BY: SEE SCHEDULE 90. 100 6 110 MPH (916)152.7021 FAx 403-1519 ala®du 04 ".c SHEET 2 OF 33 SPLICE AT THIS DAT END BOYS. i WHERE REQUIRED ✓ EDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- iR x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. "D"'FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.N. . TOM CAMPBELL 6 ASSOCIATES, INC. S D TC. IAPMO ERI 0195 DATE: 1=1R012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I 10, 20 6 STRUCTURES HORIL WIND - 6269 ALPINE AVE.. SACRAMENTO, CA 96626 REVISED BY: RANCHO CUCAMON GA, CA M51) 741.2107 90. 100 6 110 MPH (916)152.7021 FAx 403-1519 ala®du 04 ".c SHEET 2 OF 33 RAFTER, SEE TABLE FOR Slg` AND SPACING \ MAX PROJ. SEE SCHEDULE MAX O.H. Z5% OF SPANt,D',050 LENGTH OF STRUCTURE VARIES * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1R' SIDE PLATES. OPEN LATTICE TYPES lojF: THIS OPEN LATTICE -TYPE STRUCTIBIE SEME. Ems. / MAY T BE COVERED. EE T UE FOSR!M AND BPACINO POST WITH SIDE PLATES SEE DETAIL \ NOTE: EACH COMPONENT IS INTER- MAY BEMUSE ATTACHMENT CHANGEABLE WITH ANY OTHER v COMPONTENT UNLESS OTHERWISE SHOWN. rtB f a wl A FOOTING WHERE 1 BEE SCIFD. FOR OPEN LATTICE -TYPE COVER N : THIS OPEN LATTICE- SG1LE NTS MAYBE COVE TYPE "E" ATTACHED SINGLE SPAN LATTICE STRU RAFTER SEE TABLE FOR SIZE AND SPACING - f^(TI 4 MAX O.H. L 9- LENGTH OF STRUCTURE VARIES *V NYC3791 1 EXP. 03131 Non: THIS OPE7N LAW ar MAY /BE COVE SEE POST LENGTH OF STRUCTURE VARIES POSTwrtH aoE PLATES iT u 3lfrSLAB SEE DM MAV BE UBED EACH COMPONENT IS INTER- 3 t!r SUB AITACMENT E WIT}1 ANY OTHERE MAr aE uBEO WHERE PSD, r NT UNLESS OTHERWISE SHOWN. 4gE SEE SCHEDULE CHANGEABLE WITH ANY OTHER— s FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE o TYPE "F" ATTACHED MULTISPAN TTICE STRUCTURE NOTE: THIS OPEN IATTICE-TYPE STRUCTURE MAY T BE COVERED. MAX PRCU. SEE SCHEDULE RAFTER, SEE TABLE TO CONSTRAIN ' AND S OR RING ,. LENGTH OF STRUCTURE VARIES - u 3lfrSLAB I MAV BE UBED PA VER SYSTEM MFG BY' NOTE: EACH COMPONENT IS INTERS" _ To coNSTrwN ;e .11r CHANGEABLE WITH ANY OTHER— s FOOTING. SEE Ao COMPONTENT UNLESS OTHERWISE SHOWN. r E SCHEDULE NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN IDURALUM B29p RAPINE AVE, SACRAMENTO, CA B6BZ8 SHEET 3 OF 33 CHANGEABLE WITH ANY OTHER r FOOTING. E OPEN LATTICE -TYPE COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. E "Is (916)452.7021 FAX 403-1519 wb dLr ulLoom SCALE NTS SEE SCHEO. FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED SEE BCNED. FOR FOOTING CUBE }1Ntf tYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD = PA VER SYSTEM MFG BY' DATE: 10001=12 DPEN LATTICE 10, 20 & 3D PW PRODUCTS, INC. UPA10 ER1►O1pS SCALE: NONE COMMERCUIL AND RESIDENTIAL STRUCTURAL ENCTINEERINO STRUCTURES WIND = IDURALUM B29p RAPINE AVE, SACRAMENTO, CA B6BZ8 SHEET 3 OF 33 REVISED BY, RANCHO I,pNGk CA (051) 741.2107 W,t008 tto MPH .100 & "Is (916)452.7021 FAX 403-1519 wb dLr ulLoom SOLID PANEL SPANS FOR COMMERCIAL & PATIOS c p14AL Es .25' - .67• T=SEE TABLE BELOW a 7 gr 0' .46' 70' 1.48 40' I 40 .35' • _ 4.50' T 4.50' 4.50' 3.00.• No. 037948 24.0(r— ALUM. 4.00' ALUM. ALLOY 3004-H36 OR EQUAL FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED -f FIGURE INDICATES FREESTANDING NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 6 OF 33. 90/100/110 MPH EXPOSURE B & C ALUM. ALLUT JIAW-rtJ0 UK CUUAL 12"x 3 1/2' W PANEL (SEE NOTE 1 BELOW) 24' TRI -N' PAN (SEE NOTE 1 BELOW) L.L.= LL= PANEL -r 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 SHEET 4 OF 33 13'-1' g-0' 8'-0' 8'-1• 7'-2' 7'-4' 6'-6' .020 018 14'-1' 11'-3' 10'-r 10'-0' 9 10' 10'-1' 9'-3' 14'-r 10'4' g-2' 9`4' 8'-3' 8'-7' 7'-r 10 .024 P-14 15' 8'' 13'-2' 173' 12'-4' 11'-r 11'•9' 10'-10' 1T-0' 15'-4' 0'-r 10'-9' 9' 7' 9'-10' 8'-8' .032 18'4' 17 3' 14' 8- 13'4' 13' 8' 1"7 19'-10' '-0' 8'-1 • T-2' T4' 8'-8' 018 20-7' 19'-2' 1g4' 18'-0' 16'3' 12-1' -2 ' 2' g4• 8'-3' 8 10--3-9-r 9'-61 20 .024 11'-10' 10'-r 10l$• 10'-1' [4,,r 0 -r0'-9" 12'-10' g -r g-10' 10'.7' .03212-3' 13'-2' 12'-7' 123' 11' 8' 11-10' 11'-2' 20 0188'-1' 15'-8' '-0'8'-1' 15'-0' 7'-2'Tom' 14'-3' 6'-0' .032 8'-1' T-9' T-10' T-0' -2'9. g-4• 8'-3' 8'-r T -r30 13'4• .0249. 1 B 816'2' 14'-4' .040 pl:l 1 1 16'-0' 18r 92- 15'-10' 10-9 10'-r 10'-9' 9, r 9'-10' 8'-8' g•6' .032 020 10'-6' 10'-9" 1 o' -r 1 o' -e• 10._2. FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED -f FIGURE INDICATES FREESTANDING NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 6 OF 33. 90/100/110 MPH EXPOSURE B & C ALUM. ALLUT JIAW-rtJ0 UK CUUAL 12"x 3 1/2' W PANEL (SEE NOTE 1 BELOW) TOM CAMPBELL 3 ASSOCIATES. INC. L.L.= PANELT 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 62N AVE` SACRAMENTO, saim CA 96626 (916)462-7021 FAX 403••1518 alr®dtrtMmoom SHEET 4 OF 33 13'-1' 11'-7' 11'-9' 10'-4' 101-8" 9'-6' .020 r 14'-1' 13'-2' 13'-3' 12'-4' 12'-7' 11'-0' 14'-r '10' 13'-2• 11'-7' 12'-0' 10'-r .024 P-14 15' 8'' 8- 14'-9' 13'-8' 14'-0' 12'-10' 10 1T-0' 15'-4' 15'-8' 13'-10' 14'-3' 12-r .032 18'4' 1T-1' 1T-3' 1' 1' 18'x' 15-1' 19'-10' 17" 71 /7'-10' 15'-9' 18'-3' 1 4'4 .040 20-7' 19'-2' 1g4' 18'-0' 16'3' 12-1' 11'-6' 11'-7' 10'-4' 10'-8' 9'-61 .020 11'-10' 11'-3' 11' 4' 10'-9' 13'-4' 12-9' 12'-10' 11'-r 12'-0' 10'.7' .024 13'-2' 12'-7' 12-0' 12-0' 12'-2' 111-6' 20 15'-8' 14'-10' 15'-0' 13'-10' 14'-3' 12'-7' .032 15'-0' 14' W 14'-9' 14'-0' 14'-2' 13'4• 1 B 816'2' 14'-4' .040 pl:l 1 1 16'-0' 18r - 15'-10' 10'-r 10'-2' 10'3' 9110' 10'-0' g•6' 020 10'-6' 11'-9' 11'-3' 11'4' 10'-10' 11'-1' 10'-8' .024 11'-8' 11'-2' 11'3' 10'-9 10'-10' 10'-4' 30 13'-9' 13'3' 13'3' 12-9' 12-10' 123' 032 13'-r 13'-1' 13'-2' 12-7' 129' 12-2' 15'-4' 14'-9' 14'-10' 14'-3' 14'6' 13'-9' .040 15'-2' 14'-8' 14' 8• 14'-1' 14'3' 13'-r DRAWN W. E.N. TOM CAMPBELL 3 ASSOCIATES. INC. LIVE LOAD • F : IAPMO ER! 0196 1=1012 COLGERCNL AND RESIDENTIAL STRUCTURAL ENGINEER PANEL SPANS 10, 20 8 30 pd DURALUM PRODUCTS, INC. SCALE NONE REVISED BY: RANCHO CUCNMONG& CA (961) 741.2107 7NCN2 0 62N AVE` SACRAMENTO, saim CA 96626 (916)462-7021 FAX 403••1518 alr®dtrtMmoom SHEET 4 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & P 90/100/110 MPH EXPOSURE B & C 7r .09R. (I.S.) .6r N .25" ALL UNMARKED RADII .08R 2.5' r-c AM TY 5 N .38• r x.75-T1:Q2'-1 1 A7 I 5.25 .2S 8-007 ALUM. ALLOY 3004-1-136 OR EQUAL NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. O m x ~ No. C37948] ,-W. 03/31 NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 6 OF 33. FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED—D— FIGURE INDICATES FREESTANDING 8"x 2 Y2" FLAT PAN (SEE NOTE 1 BELOW) TOM CAMPBELL & ASSOCIATES, INC. L.L.= PANELT 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 [9181462-7121 FAC Oaf -1519 w«QeuKrn 5 OF 33 11,-4' 10•_1" 10,_3• 9,_1" 9'4' 8'-3" .020 12'-3' 11'x' 11'-7' 10'-9' 11'-0' 10'-2' 13•-1 • 11'-8' 11'-9' 10'-4' 10'-8' 9'-8" .024 10 13'-7' 12'x' 12'-9' 11'•10' 12'-2' 11'-2" 16'-2' 14'-0' 14'-8' 13'-0' 13'4' 11'-9" 10 .032 15'4' 144' 14' 6' 13'-0' 13' 8' 12'-8' 18'-1" 1T-0• 1T-2' 15'4• 15'-10" 14'-0" .040 1T-9' 16'x' 16'-9' 15'-7' 15'-10' 14'-8' 10'-6' 10'-0" 10'-1" 9'-1" 9'4" 8'-3' .020 10'4" 9'-10' 10'-0" 9'4" 9'-7• 9'-0• 11'-7"11'-1" 10'-9" 11'-2• 10'4' 10' 8' 9'-6• .024 20 tri• 10'-1o• 1r-0• 10'4• 10-r 10-0• 12'-1' 11'-8' 11'-r 10'-0" 11'-1" 9'-9" .020 13'-r 12'-10• 13'-0" 17-3' 17-8' 11'-9' .032 11'-10" 11'4' 11'-8' 10'•9" 11'-0' 10'4' 13'4' 12'-0' 17-9' 12'-2• 12'-3' 11'-7• 20 .024 15'•2" 14'-8• 14'-7' 13'-10" 14'-1' 13' 13 .040 13'-0' 173' 12'4" 11'40' 11'-2' 15'-0' 14' 3' 14'4" 13'-7' 13'-9" .032 9'-3• 8'-10" 9'-0" 8'-r 8'-8' 8'-3' .020 15'-2' 14'x' 14'-7' 13'•9' 14'-0' 13'-2' 9'-2' B'-9' 8'-10' 8' 8' 8'-r 8'-2" .040 10'-2' 9'-10' 9'-10• 9'•8" 9•-r 9'-2' .024 18'-8" 16'•8' 18'-r 15'-8' 16'-0' 1 S-0' 30 10'-0" 9'-r 91-8" 9'3• 9'4' 9' 0" .018 1 r-10' 11'-6• 11, r 1 V -r 11'-r 10'-8• .032 10'-7' 10'3• 10'3• 9'-10• 10'-0" 91-8' .020 11'-9• 11'4' 11' 4' 10'-10' 11'-1' 10'-0" 13'4' 12'-10' 13'-0" 12'4' 12'-r 12'-0' :::::0:40 11'-8• 11'•1' 11'-2' 10'-8• 10'•9' 10'-3' 30 .024 13'-2' 12•-8' 12'-9' 12'3' NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. O m x ~ No. C37948] ,-W. 03/31 NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 6 OF 33. FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED—D— FIGURE INDICATES FREESTANDING 6' x 2 Y2' FLAT PAN (SEE NOTE 1 BELOW) TOM CAMPBELL & ASSOCIATES, INC. L.L.= PANEL "f" 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 [9181462-7121 FAC Oaf -1519 w«QeuKrn 5 OF 33 17-6• 11'-0" 11'-r 9'-10' 10 2" 9'-01 .018 13'-3" 12'4' 17-r 11' 8' 11'-10• 11'-0' 13'-8' 11'-10" 12'-1' 10'-8' 11'.1" 9'-9• .020 14'-r 13'-2' 13'-4' 12'4' 17-r 11' 8' 15'-2" 13'4' 13'-0' 12'•1' 12'•4' 10 .024 15'4' 144' 14' 6' 13'-0' 13' 8' 12'-8' 18'3' 18'-8' 16'-9• 14'-9" 15'-3' 13'•6" .032 18'-0' 15-9' 17'-0" 15'•9' 16'-1' 14'-10' 2(7•10' 19'-2" 19'-r 1r-3' 17'•9' 15'-8' 040 20'-7_ 19'-2' 19 4• 18' 11'4' 10'-9" 10'-10" 9'-10" 10'•2' 7-0- .018 11'-2' 10.8" 10'-9' 10'-2* 10'3- 91-8' 12'-1' 11'-8' 11'-r 10'-0" 11'-1" 9'-9" .020 11'-10" 11'4' 11'-8' 10'•9" 11'-0' 10'4' 13'-1" 17.6' 12'-r 12'0' 17-1' 11'-0' 20 .024 13'-0' 173' 12'4" 11'40' 11'-2' 15'4' 14'-8' 14'•9" 14'-0' 14'-2' 13'4" .032 15'-2' 14'x' 14'-7' 13'•9' 14'-0' 13'-2' 18'-0' 16'- 18'-8' 18'-0' '16' '2' 15'3' .040 18'-8" 16'•8' 18'-r 15'-8' 16'-0' 1 S-0' 10'-0" 9'-r 91-8" 9'3• 9'4' 9 -0" .018 10'-7' 10'3• 10'3• 9'-10• 10'-0" 91-8' .020 10%6. 10'-1" 10'-2• 9'-91 9'-10' 9'4' 11'-8• 11'•1' 11'-2' 10'-8• 10'•9' 10'-3' 30 .024 11'4• 11'-0• 11'-1• 10'•r 1o' -e• 1o' -z• 13'-0" 13'-0' 13'-1' 12'-r 17.8' 17-1' .032 13'4' 17-10' 12'-10' 174' 12'-8' 11'-10' 14'-r 14'-7' 14'-r 14'3' 14'-6* 13'-9' 040 16' 8' 16' 6' 16'-7• 15-81 16'-0" 15'-0' DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. UPMO ERA 0105 DATE: 1001/2012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 10, 20 6 30 p( NOR¢. WIND - 5M ALPINE AVE., SACRAWXrO. CA 95628JSHEET SCALE: NONE REVISEO BY: RANCHO anAMONGA . CA 1961) 741-2107 90.100 a 110 WAIN [9181462-7121 FAC Oaf -1519 w«QeuKrn 5 OF 33 MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING -SOLID COVERS TOM CAMPBELL & ASSOCIATES, INC. TABLE 1 SYSTEM MFG. BY: TABL 2 DATE 1ao17zo1z M TABLE 3 10, 20 a 30 pa MCI (2) 2"x6 y" AND NOE WALL HANGER, AND HORR. WINO PINE AVE, SACRAMENTO. CA 96626REVS EXTRUDED AND 3"x8" WIT SY. RANGp CUCAMONGA, CA (961) 7414107 612" ROLL FORMED HEADERS 90, 100 8 110 MPH2-7021 MEMO MASS STEEL HEADERS STEEL INSER HEADERS ' Y m p-Mm > > -'3: ; NUMBER OF NO.14 TEK OR SMS SCREWS PER FOOT OF HEADER LENGTH NUMBER OF NO.14 TEK OR SMS SCREWS PER FOOT OF WALL HANGER AND HEADER LENGTH NUMBER OF NO.14 TE4R SMS SCREW' PER FOOT OF HEAPER LENGTH 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 110 MPH 90 MPH 100 Mv 110 M EXP. B EXP. C EXP. 8 EXP. C EXP. B I EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. 8 EXP. C EXP. B P. C EXP. B Ep. C MR. 5' 3 3 3 4 4` 5 3 4 4 4 4 5 , 5 2 3 3 3 3 4 2 3 3 4 3 4 5 2 2 2 2 2 2 2 3 6' 3 4 4 4 5 3 4 4 5 5 6 6 2 3 3 4 3 4 3 4 3 4 4 5 6 2 2 2 3 3 3 2 3 3 3 3 4 3 4 4 5 5 6 4 51_-- 6 6 7 3 3 3 4 4 5 3 4 4 5, 5 6 3 2 3 3 4 2 3 3 4 3 4 (7 z w 8' 9' 10' 12' 13' CEILING FAN AND/ OR LIGHT FIXTURE ( MAX 30 Ibs. ) FAN BEAM (19'-0' MAX SPAN) M m a MEMO I:n W-11 I I rm e t FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES fl— FREESTANDING FAN BEAM r HEADER T=.075" 2 Jrr TYP. FAN BEAM ALUM. ALLOY 6063-T6 FAN BEAM 2 1/2' #14 x 3 1/2' S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER ORAWN BY: Eft TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD • SYSTEM MFG. BY: DATE 1ao17zo1z M MINUMUM 10, 20 a 30 pa MCI NOE REQUIRED COLUMNS HORR. WINO PINE AVE, SACRAMENTO. CA 96626REVS SY. RANGp CUCAMONGA, CA (961) 7414107 90, 100 8 110 MPH2-7021 MEMO MASS SHEET 6 OF 33 p-Mm MR. 0; 2 mm m FAN BEAM (19'-0' MAX SPAN) M m a MEMO I:n W-11 I I rm e t FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES fl— FREESTANDING FAN BEAM r HEADER T=.075" 2 Jrr TYP. FAN BEAM ALUM. ALLOY 6063-T6 FAN BEAM 2 1/2' #14 x 3 1/2' S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER 03131 l Afv il #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL ORAWN BY: Eft TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD • SYSTEM MFG. BY: DATE 1ao17zo1z COMAERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO MINUMUM 10, 20 a 30 pa MCI NOE REQUIRED COLUMNS HORR. WINO PINE AVE, SACRAMENTO. CA 96626REVS SY. RANGp CUCAMONGA, CA (961) 7414107 90, 100 8 110 MPH2-7021 MEMO MASS SHEET 6 OF 33 p-Mm 03131 l Afv il #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL ORAWN BY: Eft TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD • SYSTEM MFG. BY: DATE 1ao17zo1z COMAERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO MINUMUM 10, 20 a 30 pa YACOVER UM PRODUCTS, INC.SCALE NOE REQUIRED COLUMNS HORR. WINO PINE AVE, SACRAMENTO. CA 96626REVS SY. RANGp CUCAMONGA, CA (961) 7414107 90, 100 8 110 MPH2-7021 FAX 4011519 Arm cam SHEET 6 OF 33 RAFTE S F OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C z X 6 1/r RAFTER q DBL. 2"x 6 1/2' RAFTER T cs H 100 MPH 110 MPH LL.= V6 90 MPH 100 MPH 110 MPH r r s (PSF) (IN J ° 8 EXP. B EXP.0 EXP. B EXP.0 (PSF) jr)N.° gyp, 8 EXP.0 EXP. B EXP.0 EXP. B EXF MAX 17-0' 10'-0• 91-6' 9'-9' 81-8• 16'-10' 14'-10' 15'-2' 13'-4' 13'-9' 12'-2' 032 , 18' 14'1i' 14' 8' 14'•6' 14' 8' 14' 8' 13'-1• 16' 19' 8' 19 8' 19 8• 19 8' 19 8' 18 a e.s :ar 03r .024 e.5' .04r 24, 9'-10' 8' 8' 8'-10' T-9' 8'-1" r•1' 024 24' 13'-9' 17-2' 174' 11'-0• 11'3` 10'-0 11'-9` 11'-9' 11'-9• 11'-9• 11'•9' 10-8' 18' 16'-0' 14'-1' 14'4' 17-8' 13'-1' 11'13' 22'-6' 19'-10" 2a3' 17'-9' 18'-4' 18'-2 3• x r RAFTER r . e 1/2 RAFTER DBL. r x e 1? RAFTERS 18 6' 18'$' 18'-6' 18'$" 18'$' 1 T-0' 16' 28'-0' 26'-0- 26'-0" 28 -0' 26'-0' 24 ALUM. ALLOY 30D4113e ALUM. ALLOY 301)4- a ALUM. ALLOY 3001-H3e 10 .032 10 .032 OR EOUAL di EQUAL oR Eav1 2a" 13'•1' 11'-r 11'-9' 10'-4" 10'-8• 9'-6' 24, 18'4" 18'3" 16'-r 14'-r 1$'-1' 13'3 *SEE NOTE BELOW * SEE NOTE BELOW 15'.1' 15'-1' 15'-1' 1' 1$'-1' 14'-3' 2i' r 21'-2' 21'-2" 21'-2' 21'-2' 20 0'-10' 18'-6" 18'-9' 18'-r 1T-1' 15'-1' _ 29113' 28'-0" 28'-0' 23'-3' 24'-1' 3" x 8' RAFTER 18" 27-2' 27-2' 27-2' 22'-2" 21'-2' .042 16 31'3' 31'-3' 31'3" 31'-3' 31'-3' T. 90 MPH 100 MPH 110 MPH 042 24' 17'-1' 15'-1" 15'-4' 13,-r 14'-0" 12'3' 24'-1' 21'•2" 21'-8' 19'-1' 19 8' 1T, IN EXP. B EXP.0 EXP. 8 EXP.0 EXP. 8 EXP.0 18'-2' 18'-Z' 18'-2' 18'-2' 18'•2" 1T-4' 24' 25'-r 25'-7' 25'-r 2S -r 25-7' 24 16" 23'-0' 20'-3' 20' 8' 18'-2' 16'•9" 16'-7' 16, 12'-0' 10'•7' 10'-9' 91i' 9'-9' 8'-8' 16, 18'3' 14'-10' 15'-2' 13' 4` 13'-9" 17-2 28'-10' 26'-10' 26'•10' 26-10' 28'-10" 25'-1' 12'-0' 17-0" 12'-0' 12'-0' 11'-T 024 18-3' 16'-3' 16'3' 18'3' 16'3" 15 10 .042 18'-' 16'-7` 16'-10" 14'-10• 1$'4` 13'-7" 024 9'-9, 8, 6, 8,•10" T-9' 8,-1- 7'-1' 24, 13'-4' 12'-2' 174' 11'-0' 11'-3' 10'1 24' 22'-0" 22'-0" 22'-0" 22'-0' 22'-0" 20'-0 24" 9 -9' 9'-9' 9 -9' 9'-9' 9'-9' 9' 6' 13-4- 9 13' 4' 13'-4' 1314' —13--4 12' 16" 22'-2' 20'3' 20'-8" 18'-2' 18'-9' 16'-7" 16, 15-3' 14'-1" 14'4' 12'-8' 13'-1' 11'-6' 16' 21'-6- 19,-10' 20'-3' 17'-9' 18'-4' 16-5 2 2' 22'-2' 27-2' 22'-2' 22'-2' 21' 6 15'-3' 15'-3' 1$'-3" 15' 3' 15-3' 14'-9' 21,-0' 21' 6' 21'-0 21' 6" 21' 8' 2( 20 .042 18'-2" 16'-7' 18'-10' 14'-10' 15'-4' 13'-7' 20 .032 14'-1' 11'-r 11'-8' 10' 4' 10'-8' 9'-6' 20 .032 24' 17'-r 18'3' 16'-7• 14'-r 15'-1" 13'-3 24' 18'-2" 18'-2' 18'-2" 18'-2" 18'-2' 1T-7' 24' 12'-6' 17-0' 12'-0' 12'8' 12'8' 12'-1' 1T -r 1r -r 1T -r 1T -r 1T -r 17 16" 19'-4' 19'4' 19'-4' 18'-2" 18'-9" 16'-r 16, 18' 4 118'-4• 18'-4' 16'-7' 17'-1' 15'-1' 16, 5'-10' 25'-10" 25'-10' 23'-3' 24'•1" 21-, 30 .042 1914' 19'4' 19'4' 19'11' 19' 4' 18'-10' 18'-4" 1B'4` 18' 4' 1814' 184' 1T-9' .042 25'-10' 25'-10' 25-10" 25'-10" 25'-10' 25 15'-10' 15'-10' 15'-10' 14'-10' 15'4' 13'-r .042 24• 15'-1' 15,-1' 15'-1' 13'-r 14'-0" 12'-3` 24, 21'-2' 21'-2' 21'-2' 19'-1' 19'-8" 1T-: 15'•10" 15'-10 15'-10" 1$'-10 1$'-10' 1 '1j' 15'-1' 15'-1' 15'-1' 15'-1' 15-1' 14'-r 21'-2' 21'-2' 21'-2" 21,-2' 21'-2' 20 18' 10' 8' 10' 8' 1 a 8' 9'1i" 9'-9' 8'-8" 16, 14'-Z' 14'-2' 14'-Z' 13'•4• 13'-9` 12'-2 * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY AL 10 6' 10' 6' 10'-6• 10'-6' 10'-6' 10'-r 024 14'-2' 14,-2' 14'•Z' 14'-2` 14'-2' 3' 32" O.C. WHEN DOUBLED AND SINGLE 24 24' O.C. MAY BE USED AT 48' O.C. WHEN D FtAir C 24' 8'-r 8'-r 8'-r 7'-9' 8'-1' T-1' 24, 11' 8' 11' 8' 11' 8' 11'-0` 11'3' 10'4 8'-r 8'•r 8,-r 8'-r 8'-r 8'4' 11'$' 11'-0" 11-8 11'-' 11'-0" 11 FOOTNOTE: 'SAMPLE' 13'-3' 13'3• 13'3" 12' 8' 13'-1' 11'-6' i6, 181-8" 181-81 18'-8' 17'-9' 16'•4" 161-11 a fn p 18' 13'-3' 13'3' 13'3' 13'3' 13'3' 13,-0' 8- 16'-8' 18' 8• 18'-8• 11 FIGURE INDICATES 03 30 .032 ATTACHED 1}-- 10'-10' 10'-10" 10'-10' 10'4' 1a 8' 9'1i'. 15'-3' 153' 15'3' 14'-r 15'-1' 13' FIGO ICATft 379 24" 10'-10" 10'-10" a-10' 0'-10' 0'-10" 1a 8' 24" 15'3• 153" 15-3• 15'3' 153' 1; FREE NC P 03/:31 16'•1 16'-1' 18'-1' 16'•1' 16'-1• 15'-1' 27-r 2;r 22'-T 22'-r 22'•r 21 PROJECTION 16" 18'-1• 18'-1' 16'-1' 16'-1' 18'-1' 15' 8' 18• -r 27•r 22'-r 2'-r 7-r O.H. SPAN 2 13'-2* 13'-2' 13'-2' 13' 2' 13'-2' 12'3' .042 18'-6' 18'•6' 18'-6" ' 18'-6' 1T•; 24' 13'-2' 13'•Z' 13'-2' 13'-2' 13'-2' 12'-9' 24" 18' 8' 18'-6' W-6,121813' 18' 8' 1! TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) )1 O.H. 6 7 8 B 10 11 12 13 14 15 18 17 1B 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 1 10 11 TRIBUTARY TRIBUTARY= WIDTH 1/2 SPAN * O.H. 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 7 3• 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 '! NOTE: TRIBUTARY ON MULTIPLE SPANS IS 4' 9 9 10 10 11 11 12 12 13 13 14 14 15 EQUAL TO CENTER SPAN TO CENTER SPAN I 11 12 12 13 13 14 1 14 15 15 16 DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD - 10, 20630 Pd AT] AS DURALUM PRODUCTS, INC. IAPMO ERA 0195 DATE:1dDIR012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS HORM WIND - e209 ALPINE AVE.. SACRAMENTO. CA 9562e SCALE' NONE RANCHO CUCAMONGA. CA (951) 741-2107 90, 100 8 110 MPH (91e) 452.7021 FAx 4011519 alwAdunMn.mm SHEET 7 OF 33 REVISED BY: COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10' >8* C = 10' G=3•sa.xr-.1ee• 3.00'SQ. I 3.00' SQ. 24' #10 SMS H 250' .032' j24'O.C. o EA. SIDE I = 6.5' T- 3' " K =4• xt=-.250• 032' 04 EEL = 1. O5/B' PLASTIC PLUG O 3.(r OR 4.0' 3" SQ. ALUM. POST 3" SQ. ALUM. POST MAG POST SQUARE ALUMALLOY 3004 036 WITH SIDE PLATES OD 3" SQ. STEEL POST 3" SQ. ALUM. POST STEEL POST . ALUM. ALLOY 3004-H38 - " ALUM. ALLOY 8083-T6 ASTM A500 GRADE B UM. ALLOY 3.00" OR T6 2.40" .375" 0, X75" 1.60" INSTALL 1 ' x X- MDG " TYP. WAS TE AT ANCHORS F MPH ALUM "T" BRACKET N * ~ No. C37948... # ,R EXP. 03/31/115 _ (i 7/16'0 HOI FOR 3/8' H ASTM GRADE 36 STEEL INSTALL 1)5'x 1)5'x 36' HDG WASHER PLATE AT ANCHORS .157: TYP- USE FOR 3' POST ONLY IZ 2- 5/16.0 STEEL "T" BRACKET T 2 FLANGES 2 1/8' APART BASE FLARES TO 31WIDE EA. SIDE OF FLANGES 1-7/16.0 HOLE a 2-3re' HOLES TYP. EA. SIDE (4}SDS 25412 Q 3 i/14 SDS, 3 PER SIDE ' _ \cif/ ALUM. ALLOY W x W ALUM. RAFT. BRACKET 6063-T6 W x 8" ALUM. HEADER "H" BRACKET HEADER BRACKET 7 DRAWN BY: ECJ. LIVE LOAD " PA Y . B TOM CAMPBELL 8 ASSOCIATES, INC. DURALUM PRODUCTS, INC. GATE: 1001/2012 COLUMN/ 10. 20 d 30 pd IAPA10 E3tJ 0186 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SCALE: NONE RANCHO CUGMONOA, G (9S/ 721-2107 P037 TYPES 0. 100 NAND • 6289 ALPIIM AVE. SACRAMENTO, G SHEET B OF 33 • REVISED BY: I 90. 100 !1 110 MPH (918)482-7021 FAX 4031519 ovn01 rML m e c WALL " cli FASTENERS SEE TABLE 1.75' O s ' 01 `2')" ` i to o •563' .281 N en ROLLFORMED HANGER EXTRUDED HANGER CHANNEL A34 FRAMING ANGLE WHERE ALLOWABLE SEE TABLE PROJECTION EXCEEDS 16', QR CONC. ADD A34 FRAMING ANGLE FASTENERS, SEE TABLE EA. SIDE OF RAFTER (2 PER R.F. OR EXT. HANGER RAFTER TO BLK'G) CHANNEL, 2X OR 3X 110 A B B C D 1 1 1 E F RAFTER BRACKET. DESCRIPTION OF LAG SCREW SEE NOTE BELOW 24' 18'-8' 1 22'-9' 18'-7' ALUM. PANEL 2X ORS 3x ALUM. RAFTER .ILd FASCIA BOARD ZEXIST. EAVES, RAFTER ALLOWABLE PROD. EXISTING EAV SEE TABLE BELOW OVERHANG (24' MAX.) EXISTING EAVE CONNECTION O2 -L FASTENERS SEE TABLE 814 SMS 0 PANEL LOCKS OR 08 SMS AT EA. CONTACT ROOF PAN0. CONTINUOUS A- RAIL CWHERE OCCURS) WIND ODD STUD AT MASONRY (SOLID-CI&UTEO AT 2x FASCIA ALUM.ALLOY QR CONC. 6063 -TB 014 Slft EA CONTACT 90 A B B C D 0 E ol WALL CONNECTION O 2.740' #14 SDS 8 8' O.C. I T=.060' - WALL FASTENERS SEE TABLE SEE PAGE 33 FOR ALU A;LITB Y • APPROVED ROOF PANEL I.R. HANGER OC t HANGER / RAIL FASTENER TO FASCIA. &ALL ( STUD, MASONRY OR CONC.) RAFTER SIZE WIND ODD STUD AT MASONRY (SOLID-CI&UTEO AT 2x FASCIA DESIGN O.C. CELL AT FASTENER QR CONC. LL=10 LL=20 LL=30 LL -10 LL= 0' LL -30 LL=10 LL LL' -30 90 A B B C D 0 E ol I F 100 A 8 B C D D E AJWE F 110 A B B C D 1 1 1 E F 24' O.C. DESCRIPTION OF LAG SCREW SEE NOTE BELOW 24' 18'-8' 1 22'-9' 18'-7' 2'x8' FULL OR26'4' 2"x10' NOTCHED A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX 26'4' 26'-0' ZO R r AGGERED, 24' O.C. MAX.' B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PE :--R..' C=SOS25412 AT EACH STUD, 16.O.C. MAX. STUD) tj w N D=3/8"0 x 4' LAG SCREW AT EACH STUD 'E=3/8'0 x 1 1/8' AT 18' O.C. INTO SOLID -GROUTED CM LL OR CONCRETE NOTE: USE LEDGER WHERE RAFTER SPACING •F=3/8'0 x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED ( CELL OR CONCRETE 'HILT! QUICK SOLT STAINLESS STEEL SEE NOTE 28 ET 1 EXIST. RAFTER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING .:OVERHANG (L) WIND SPEED (MPH) AND EXPOSURE 90, C 100, C 110, C 2• x 4• FULL 24• D.C. 18" 19'-2• 15'-3" 12'-4" 24" 12'-8' 9'-10' A 2" x 6'24' NOTCHED OC .. 1 26,-0" 22'-2' 18'-1' 24• 181-8' 14'-9• 11'-10' 2•xB' FULL OR28'-0' 2k8' NOTCHED 24' O.C. 26'-0' 26'4' 24' 18'-8' 1 22'-9' 18'-7' 2'x8' FULL OR26'4' 2"x10' NOTCHED 24' O.C. 26'4' 26'-0' 24' 28'-0' 26'-0' 24'4' NOTE: (A) MAXIMUM ALLOWABLE DECK/ RAFTER SPAN AT 110 MPH, EXPOSURE B IS 10'•7'. (E) 2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. 1. EXISTING ROOF OVERHANG DESIGN LOADS: RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20 & 30 psf 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 psi. 3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10, 20, 6 30 psf 1AIW IUN L.L.--(Z)A74 JMJ LA. JIUt 20#r"LL.=(2#14 SMS EA. SIDE U -BRACKET OR 1 llr I 2' x 6 1/2.OR 5' MIN. 3' x 8" ALUM. 1 RAFTER 3/4' OR 1 1R' lw 8' f- No.C3794 k'mp. 03131! 1 1/4* NOTE: PROVIDE WATER PROTECTION METAL FLASHING CHUCK JOINT^u AND SLOPE r TO DRAIN 1 FOR SPAN SEE ALLOWABLE TOM CAMPBELL 6 ASSOCIATES, INC. HANGER CHANNELDATE: DECKIRAFTER SPAN TABLE EXISTING WOOD STUD FRAMING EAVE LEN T UPMOERi0188 1=18012 SCALE:NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO as OR 2x8 LEDGER 10, 20 a 30 pdDURALUM HORR. WIND -SM 2 EACH 1/4'0 x 3-1/R' LAG SCREWS LL.=10 pd 2 EACH 7/16'0 x3 -lir LAG SCREWS LL. -20 AND 30 Pdig-7 ,R%F-rMER RANCHO CUCAMONGA, CA (as1) 741-2107 s. }I114z1 3N' (2' MIN. PENETRATION INTO EXISTINGPATx1 SHEET 9 OF 33 COVEWOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING NOTE;BRACKET NOTE: PLACE'SIKA FLOC MAY BE MOUNTED SEE ® FOR ATTACHMENT MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W/ RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTIONS. WALL CONNECTION O O BRACKET CONNECTION DRAWN BY: EA TOM CAMPBELL 6 ASSOCIATES, INC. HANGER CHANNELDATE: LIVE LOADjPAT'O VER F . B : PRODUCTS, INC. UPMOERi0188 1=18012 SCALE:NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO AI'T BRACKET 10, 20 a 30 pdDURALUM HORR. WIND -SM ALPINE AVE., SACRAMENTO, CA 86826 REVISED BY: RANCHO CUCAMONGA, CA (as1) 741-2107 ATTACHMENTS 80, 100 a 110 MPH ro/e) 46z-7021 FAX 40Y/618 m SHEET 9 OF 33 COLUMN / POST SURFACE MOUNT AND F -EMBEDMENT ETAILS ALUM.'T'BRACKET USE WT1H T BRACKET I Past TYPE 6.C.0, OR E p STEEL POST ONLY: Q 3 -SO. POST W/ USE POST TYPE (3 B'0 BOLTS (2}Al2 SMS EA TYPE F. H•J OR K F, G, H. J OR K fOR POST TYPE J 3'SQ. T SIDE OF POST 3' SO. POST .TeRACKET: LLUM USE ',I ¢ 4 1/4• M.B. THR KWIK BOLTS OR EQUAL ((2F}1/210 BOLTS EEL POST STEEL r BRACKET: 1/2 DEPTH OF I FtSR ALL OTHER i6'INSERT SEE NOTES BELOW USE t )-=V HILTI KWIK FOOTING OR I CONDITIONS 4 S I S 2}1/4 WEDGE- BOLTS OR EQUAL 17 MIN. EMBO. , , T R EQUAL, EACH 2 Y' EMBEDMENT DEPTH I :. TO SL .I FOR KWIK BOLTS) ATTACHED ONLY FOOTING & ANCHOR BOLTS 100 MPH M DISTANCE TO SLAB - 4' OR owl CUBE FTc. C 1D' COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING - '•. W W,I- 1 W MIN. DMENT) 21'SO. 12' :• H w a 3 1/4' DEI ITH 4 t 1/Y0M.6.- i'y ;• h SLABS E IN POURED CONCRETE LONG. t' „"'ti.:;•.'.: W A GOOD CO FOOTING SEE NOTE FROM ENO '.' O m (4)34'0 4 314' OF POST 3r 3 1/2' MIN. FOR SIZE POURED SQUARE.: 4 314' EDULE QU CONCRETE SPANDAB 36' S1' SQ. 34_ W SEMI SPAN TABLE FOOTING SPAN TAB 7 8 SQUARE POST EMBED. ALL COMPONENTS ItG 3' SQ. POSTS TO CONC. FOOTING INTO FOOTING NOTES: 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM WANSERT, MAG BEAM, 4' OR 7• I-8EAMS. 2. POST TYPE E INSTALL WASHER PLATE, 7X)b'X5M'AT STEEL 'r BRACKET, 3. POST TYPE F DO NOT USE STEEL T BRACKET W/r I.BEAM. SQ. POST (STL.) - R FLUTED R 4' SO. POST (STL.) INSERT 1 1/7 1 1/2' WELDED STEEL BASE PLATE._, 1 BASE PLATE SCHEDULE PLATE SIZE F MAYBE USED WITH POST TYPE, SEE SHT. 9 9'SO.x518' I B,C,D,F,G,6H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE d TYPE) io (4)- 3/4.0 HILT] KWIK BOLT TZ STAINLESS 9"x9'x 5/8' STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4' EMBEDMENT DEPTH) ALTERNATE FREESTANDING FOOTING ATTACHED TERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS 100 MPH 110 MPH 30 18 DEEP CUBE FTc. TING SIZE SINGLE Pos7sEMBED. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING T-4" SQ x 4CUBE 18' SQ. 1r BOLTS 21'SO. 12' ' 6 24' CUBED (2}12'0 3 1/4' 25' SQ. 16' S' - 30• CUBED (4}12'0 3 1/4' 24' 28' SO. 20' 26' $7S _ 23' t•-34'CUBED (4}&B'0 4' 28' 35' SQ. 25' _ 39• CUBED (4)34'0 4 314' 30' 39• SQ. 28'35' 3r 43' SQ. 3(' 40'- 47 CUBED (4),7/4'0 4 314' 34' 4r SQ. 32' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 36' S1' SQ. 34_ 38' 551so. 3r 40' 80• so. 39' 42' 64' SQ. 41' aa• 69' SQ. 4' 'CUBE FOOTING W/ 4' SUB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED NOTES: 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM WANSERT, MAG BEAM, 4' OR 7• I-8EAMS. 2. POST TYPE E INSTALL WASHER PLATE, 7X)b'X5M'AT STEEL 'r BRACKET, 3. POST TYPE F DO NOT USE STEEL T BRACKET W/r I.BEAM. SQ. POST (STL.) - R FLUTED R 4' SO. POST (STL.) INSERT 1 1/7 1 1/2' WELDED STEEL BASE PLATE._, 1 BASE PLATE SCHEDULE PLATE SIZE F MAYBE USED WITH POST TYPE, SEE SHT. 9 9'SO.x518' I B,C,D,F,G,6H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE d TYPE) io (4)- 3/4.0 HILT] KWIK BOLT TZ STAINLESS 9"x9'x 5/8' STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4' EMBEDMENT DEPTH) ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING T-4" SQ x 3'-8" SQ x 4'-0" SQ x ' 10' OR LESS 18' DEEP 18" DEEP 18" DEEP 20' OR LESS 4'-0" SQ x 4'-7" SQ x &-o" SQ x 18" DEEP 18" DEEP 18" DEEP III Oy C37948 03131/j, .♦ DRAWN BY: El TOM CAMPBELL b ASSOCIATES`JNC. COLUMN LIVE LOAD;; PATIO C VER SYSTEM AS MFG. BY: NPAIO EA0 0196 DATE: 10018012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10.20 8 30 pd DURALUM PRODUCTS, INC. 1 SCALP. NONE AND EMBEDMENT HMIL W WD - 8269 ALPINE AVE.. SACRAMENTO. CA 96828 REVISED BY: RANCHO CUC'.AMONQA CA (961) 741,2107 90, 100 6 1 to MPH (916) 462-7021 FAX 403.1616 m*90dle"kmmm SHEET 10 OF 33 .♦ i Ilk HEADE ACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP ( 3.00" SQ. 2.00• r 1.79• SPLICE WHERE OCCURS SPLICE WHERE OCCURSNOW SPLICEOCCURWHES 1'O T ra " 2.5r 4 4.r ms 7Y° 14" 2.19" 2.04• e. z.04 ow TYR 3 .28" 2.r .1X)00• , r M A653 GRADE 40 .038• R.F. GUTTER FASCIA -ALUM. ALLOY300"366063-T6 OA4.5" ALUM. ALLOY O ALUM. ALL 6063-T6. O ALUM. ALLOY 6063-T6 „ V E O 6.5" ROLLFORMED GUTT MAG. GUTT MAG BEAM ? 3" ►f ` 8.51 B- I SPLICE OCCURS 4• WHERE occuRs a= * 2. C37948 oza• MAX. T _ e.o• 0700 11 x:042 .032" TMP .110• TYP. ALUM. 803-660153 F ALLOY •. ALUM. ALLOY 3004-H36 OR EQUAL 1 ALUM. ALLOY 3004-H36 OR EQUAL I J ALUM. ALLOY 30044438 OR EQUAL O K 4 1 -BEAM " 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3' MAX. 3.375' 042" 8" FBEAM25• MAX. .042" 042' r = tz oa a cA 7.8 5" ASTM AM GRADE 50 T-0.125' 6.656•AIUM.ALLQYeo03-re _T ALUM. ALLOY 3DO44436 EQUAL ALUM. ALLOY 300441.98OR OR EQUAL .825' 375' 3 x 8 BEAM ON 2.875•OMDBL. 3 x 8 BEAM O 7" I -BEAM "C" pTL. INSERT DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT STEEL INSERT SPLIC IAPMO ERM 0785 DRAWN BY: E.N." DATE:IOMI/201z SCALE: NONE TOM CAMPBELL d ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING - . BEAM TYPES LIVE LOAD • 10.2Da30wa HORIZ WIND = ATIO COVER SYSTEM AS ' DURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO. CA SHEET 11 OF 33 REVISED BY: RANCHO- CUCAMONQA CA (951) 741.2107 90. 100 6 110 MPH (918) 452.7021 FAX 403-1518 wh a i Ilk SPLICE DETAILS (11) SIMPLE SPLICE „ FULL MOMENTf 1 3' 24' 1' (B TO . II #12 S.M.S. II TYP. THICKNESS =.035 (24 TOT TYP THICKNESS = .035' 6.38' n u + + + ++ + + ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004+136 OR 6063 -TS FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAYBE USED. ~ r— 3" ^1 I TOTAL= (8}1/2'0 BOLTS +..I I TYR ALUM.ALLOY 8063-T8 4" I -BEAM I3 I MOMENT CSPLICE NOTE:f SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE fDE OF WEB) MAY BE USED. ALUM.ALLOY 6063-T6 7" I -BEAM G W 1. 0" a W O O O 2.00* O O O O ASNEEDED TO CLEAR (6061 -TB) ALTERNATE I i SQ. POST,CONNECT WEB O O TO POST W/ (2) - 518' 0 6 SNE AVE., SACRAMENTO, G 86828 Ila MPH (818)452.7021 FAX403-1518 wbs®dvW noom 16" 1' 'OSO$OST ZONAL L I3 I MOMENT CSPLICE NOTE:f SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE fDE OF WEB) MAY BE USED. ALUM.ALLOY 6063-T6 7" I -BEAM G MOMENTCSPUCE I BEAM TO POST DETAILS (2)#10 S.M.S.® EA. VALLEY. TYP. I I I I W ADD 'C' SPLICE X 18' LONG a W -- TO BRACKET 1.25" O 4.5' O O O O ASNEEDED TO CLEAR (6061 -TB) ALTERNATE I i SQ. POST,CONNECT WEB STL. 0 -BEAM TO POST W/ (2) - 518' 0 6 SNE AVE., SACRAMENTO, G 86828 Ila MPH (818)452.7021 FAX403-1518 wbs®dvW noom 16" 1' 'OSO$OST ZONAL L MOMENTCSPUCE I BEAM TO POST DETAILS (2)#10 S.M.S.® EA. VALLEY. TYP. I I I I W ADD 'C' SPLICE X 18' LONG a W -- TO BRACKET Li–N, — NOTCH I -BEAM FLANGE I -BEAM ALUM ALLOY ASNEEDED TO CLEAR (6061 -TB) ALTERNATE I i SQ. POST,CONNECT WEB STL. 0 -BEAM TO POST W/ (2) - 518' 0 6 SNE AVE., SACRAMENTO, G 86828 Ila MPH (818)452.7021 FAX403-1518 wbs®dvW noom THRU-BOLTS ® 4- I -BEAM, 'OSO$OST ZONAL L AND (3) - 518' 0 THRU BOLTS @ T BEAMS YC y BEAM TO POST CONN. POST. SEE SCHEDULE ALTERNAT EAM TO POST CONN. o. C37M 3/31 #12 METAL BACKED, . NEOPRENE ED TEK SCREWSS @ B 8- ' D.C. ROOF PANEL k 4'x3' ALUM. -I' SM. OR \— 7'x4' ALUM. 'I' SM. AT T I -BEAM: 1 IP@ELIxBuASSO (A ADD 'C' SPLICE X 18' LONG (4)-1/4'0 M.B. BEAM AT ALL COLUMNS - TO BRACKET (CENTER AT COLUMN). SECURE TO I -BEAM W/ 8414 TEK SCREWS RANCHO CUC.AAIONOA. G (%1) 711-2107 EQUALLY SPACED - 6 SNE AVE., SACRAMENTO, G 86828 Ila MPH (818)452.7021 FAX403-1518 wbs®dvW noom 1' FROM ENDS. ¢ 2- 3/8'0 M.B. THRU STL. T ! BRACKET TO POST. POST. SEE SCHEDULE ALTERNAT EAM TO POST CONN. D 1 IP@ELIxBuASSO (A LOAD • PATIO E ? Y MAS . BY: NP1A0 ER! O7% _. COMMERCIAL AND RESIDENTIAL 9TRUCTU INFERINGSKjCE . t ". ,. TS, INC. SCALE: REVISED ql., RANCHO CUC.AAIONOA. G (%1) 711-2107 6 SNE AVE., SACRAMENTO, G 86828 Ila MPH (818)452.7021 FAX403-1518 wbs®dvW noom SHEET 12 OF 33 D . 41114 x 12' S.M.S. EACH SIDE OF 3' SO. POST(&TOTAL ALTERNATE: 1/4'OTW/WASHER EA SIDE OF 3' SO. POST + t.t O 2351 3' SO. POST 41114 x 12' S.M.S. EACH SIDE OF 3' SO. TERNAPOST TE. tTOTALI AL0 BOLT WI WASHER EA SIDE OF 3' SO. POST 3.00' 3' SO. POST OR .240' 1'-0" GUTTER FASCIA 2'-0' 6 - #14 SDS MAG BEAM 3- SO. POST FASTENER SPACING = 314" 3"SQ. STL. BEAM 13 ALUM. ALLOY 3105-1-125 1.50" 1.50" .28" 2„ I- 2 .018"" P 2 1 1/2" SQ. OR 2" LATTICE TUBE ALUM. ALLOY 3105-1-125 .28" .018 P1 2"x3" LATTICE TUBE DRAWN BY: E.N. IAPMO ERA 0180 DATE: 1000/2012 SCALE: NONE VI RESED BY: BEAM TO POST CONNECTION DETAILS w a ' x 8" x .042" BEAM, " SQ. STEEL OR IAG BEAM. @ 90 MPH - USE (4)-#14 SDS @ EA- SIDE TOP & BOTT. TOT.=16 @100&110 MPH - USE (6)414 SDS @ EA. SIDE TOP & BOTT. TOT.=24 X 3" ALUM. OR TEEL POST H - BRACKET TO POST x 2 'SMS, 2 1R" I 1/r SQ., r SQ., OR 2"x3' LATTICE @ 3" O.C. MIN. " TO S'O.C. MAX. "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0' 6 - #14 SDS X-0" 12 - #14 SDS FASTENER SPACING = 314" #14 x 12' S.M.S. TOP 8 BOTT. (2}TOT. ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER #14 S.M.S. @12-O.C. FASCIA 61m12x.O24 FASTENER TO FASCIA - SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE R;r— OPTIONAL LATTICE TUBES FASTENER g GROUP ALUM. BRACKET X r 11" I "L' SEE TABLE RAFTER "TAIL" TO GUTTER 15 s ,No. C37948 P. 03/31) 1 1/2" (4) - #14 x 3/4' TEK SCREWS RACKET TO RAFTER / ' 11I2' MIN. x t = .040" (ED 6063-T6 t (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM LATTICE TUBE TO RAFTER 17 "U" BRACKET - RAFTER TO TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD " BY: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM H POST 10, 20 8 I D 6M AL INE AVF— PRODUCTS, INC. IU RANCHO CL'CAMONGA CA (WI) 741.2107 ATTACiOAENT 90, 100 d HORLL 110 MPH IMIS)452-70216FAX-i 5l9 , CA2. SHEET 13 OF 33 • DOUBLE RAFTER CONNECTION DETAILS 1 1/2' OR 2 -LATTICE ALTERNATE IQ• BOLT CONNECTION -L 3'x 3'STL.POST (24ED _ INSERT ATTACHOR 3'x 3'STL.POST COLUMN FOR FREESTANDING #8 S.M.S. #14 SMS MAY DOUNBLE RAFTEPLAel BE USE AS 3.5"3.5' JS` ALTERNATE : O 4-414 S.M.S. ! 5" RAFTER TO LATTICE 1REVL4ED CONNECT. _ ~ N, .'NONE BY: RANCHO CUCAMONf1A, CA (951) 7.1-2107 CONNECTIONS HCRQ. WIPO " 90, 100 S 110 MPH 6269 ALPINE AVE., SACRAMENTO. CA 95E28 SHEET 14 OF 33 r o ALTERNATE: / (` (915).52.7021 FAX403-1619 ssbs®dXrtlxn,00Xn (2)-2z8.5.OR (2) -3'x8 -HEADER (2}1/2 -BOLT 2'x 6.5' SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. 19 #8 S.M.S. EACH SIDE /---LATTICE 1 1/2' OR 2' 2'x8.5' OR 354' RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: (2). #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2} 2x6.5' OR (2}3A5X8' HEADER ALTERNATE: 3'x3'x0.024- (1) -1/2' BOLT OR CONNECTOR (2)- #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 ArCq " y\ C37948 03/31 / I Q OR 0 SEE NOTES BELOW X14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. BEAM TO POST CONNECTION ,_)BEAM SPLICE TO OCCUR DIRECTLY OVER 5/8"0 PLASTIC POST. NOT PERMITTED PLUG WHERE 6 SCREWS I ® 2 -POST UNITS $CRFW IS INRIn;: 'ER SIDE I 5" #14 SMS MAY SHEATHING BE USE AS 3.5"3.5' ALTERNATE TO 3.5' 3.5' 1/4'0 BOLTS ! 5" 8' BEAM 6 1/2' SIDEPLATE EA. SIDE SEE POST SCHED POST BETWEEN SIDE PLATES BEAM TO POST CONNECTION 21 POST SCHEDULE 3" SQ. x.032" + (2}2' x 6 1/2" x.024" 3" SQ. x.032" + (2}2"x 6 1/2"x .032" -11W/ (6)-#14 S.M.S. EACH SIDE. 2 W/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. EXISTING ORAWN Br. E- 1001/2012 DATE.' SHEATHING 24 )4'X0.024' LIVE LOAD = ALUMINUM MEMBER WR WOOD FILL OR 3 2W NOMINAL LEDGER LATTICE 1REVL4ED (NEW OR EXISTING) X \ W nl 1/ I -(2) SIMPSON SDS25600 EXISTING Z1' STUCCO OR EO UAL 2.5' PENE. INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL 22 DBL. 3'X8'X.D42 BEAM OR DBL. 2'X6.5'X.032' BEAM %.- 5/8' 0 ACCESS HOLES INSTALL 6 - #14 X Y4- 3" SO. POST LONG SDS ® EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO COLUMN DETAIL 23 UPMO ER/ 0195 ORAWN Br. E- 1001/2012 DATE.' TOM CAMPBELL 8 ASSOCIATES. INC. LIVE LOAD = . SCALENONEECIAL COMMERAND RESIDENTIAL STRUCTURAL ENCINEEROM LATTICE 1REVL4ED 10.20 8 30 psT DURALUM PRODUCTS, INC. .'NONE BY: RANCHO CUCAMONf1A, CA (951) 7.1-2107 CONNECTIONS HCRQ. WIPO " 90, 100 S 110 MPH 6269 ALPINE AVE., SACRAMENTO. CA 95E28 SHEET 14 OF 33 (915).52.7021 FAX403-1619 ssbs®dXrtlxn,00Xn J MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS RAWN BY: DY:E.N. z 2"X6.5"X0.024" SIDE PLATES- POST fl5o PATIO OVER SYSTEM AS MFG. DURALUM PRODUCTS, INC. Lo 2"X6.5"X0.032" POST SIDE 02 PLATES HORQ. WIND 90 MPH 100 MPH 110 MPH 90 MPH - 100 MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP.B. EXP. C 5' 2 2 2 3 3 3 5' 2 2 2 2 2 2 6' 2 3 3 3 3 4 6' 2 2 2 2 2 3 7' 3 3 3 4 4 4 7' 2 2 2 3 2 3 8' 3 4 3 4 4 5 8' 2 2 2 3 3 3 9' 3 4 4 5 4 6 9' 2 3 3 3 3 4 10' 3 4 4 5 5 6 10' 2 3 3 3 3 4 11' 4 5 4 6 5 7 11' 3 3 3 4 4 4 12' 4 5 5 6 6 7 12' 3 3 3 4 4 5 13' 4 5 5 7 6 8 13' 3 4 3 4 4 5 NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 8 SEE SHEET 8 FOR POST TYPES :a• RAWN BY: DY:E.N. TOM CAMPBELL 6 ASSOCIATES, INC. MINUMUM LNE Lam' 10; 20 870 pat PATIO OVER SYSTEM AS MFG. DURALUM PRODUCTS, INC. LAPMO ER10195 DAA 10/0112012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING REQUIRED COLUMNS HORQ. WIND . 6288 ALPINE AVE., SACRAMENTO, CA MINIS - SHEET 15 OF 33 RCALE., BY: RANCHO CUCAMONGA, CA (9.51)141-2107 90. too 6110 MPH (918) 4 .nv FAX 4031519 adaaadunh ntom :a• 10# L.L. 9Q` MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B & C TOM CAMPBELL 6 ASSOCIATESE]403-1519 6.5" ROLLFORM / MAG BEAM 4" I -BEAM 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7" I -BEAM MAX POST 3SPANG to, 20 a 30 pd MIN. MIN. POST MAX•POST SSPA RANCHoax. MDNDA CA (%i)T 1 MIN. HDRIL WIND + %,tonattoMPH MIN. MAX.POSTSPACING MIN. MIN. M QST pre a2To t MIN. MIN. 3 MAXCOL MAX•POST MIN. MIN. ON SLAB. (NG. TYPPOSE (NG TYPE G (IPACI N.) e (IN. SPACING (SPAN) (IN.) POST TYPE (IN.) POST SPACING (IN.) POST (IN.) POST SPACING ING' POST C'- POST ( ) (IN.) TYPE (SPAN) TYPE TYPE (SPAN) TYPE TYPE 5' 13'-7' 11'-1' 23 B 13'-4 24 B 12'-8" 24 B 9'-7" 23'-2' 29 9'-9' 24 11'-9' 26 11'-2" 25 8'-10' B 20'-0" 31 B 6' 11'-4' 10' 1' 24 B 12'-2" 25 B 11'-8" 25 B 9'-1"B 21'-2' 30 8'-10' 25 10'-9" 26 10'-3" 26 8'-4' 18'-8" 32 B 7' 9,-8" 9'.4' 24 B 11'-3' 26 B 10'-9" 25 B 8'-e'B 19'-7" 31 8'-3' 25 10'-0' 27 9'-6' 27 8'-0" 17'-3' 32 B 8' 8'-6" 8'-9' 25 B 10'-7" 26 B 10'-1" 26 B 8'-3"B 18'-4" 32 7'-9' ' 26 9'-4" 28 8'-10' 27 T-6" 16'-2' 33 C' 9' T-7" -3' 25 B 10'-0' 27 B 9'-7' 27 B 8'-0"B IT -4" 32 T-3" pr 26 8'-10' 28 8'-0" 28 7'-1' JB 15'-3" 34 C 10' 6'-9' -10' 26 B 9'-6' 27 B 9'-1' 27 B T-7'16' 6' 33 27 8' 4' 29 8'-0" 28 6'-8" B 14'-6' 34 C' 11' 6'-2' T -r "h 26 B 9'-1' 28 B 8'-8' 28 B T -3'B 15'-8' 33 6':>s' 27 8'-0' 29 T-8' 29 6'-4" 13'-10" 35 C T-2. . 27 B 8'-8" 28 B 8'-3' 28 B T-0'15'-1" 34 28 T 8" 30 4" 29 6'-2"B13'-3' 35 C'T-0- C6'- ,.27B '' 28 8' • 29 B 8'-0" 29 B 6'-8"14' 6' 34 T 4' 30 T-1' 30 5-10"B 1T-9" 36 E 10# L.L. ` 0 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C 51 12'-0- ' 28 G 14'-6' 29 G 13'-9" 29 G 10'-2" 26 25'-2" 34 11'-0r 29 13'-T 30 H . 13'-0" 30 H 9'-9' 28 G 23'-8" 35 J 22'-2" 32 1 6, 11'-0' 27 G 12'-9" 28 G 12'-8" 28 G 9'-T' 26 10'-3' 28 12'-1' 29 11'-10 29 9'-2" 27 G 20'-8" 34 J 20'-6" 32 1 7, 10'-2" 26 G 1 r-10• 28 G 11'-8" 27 G 9'-r 26 9'-T 28 11'-2" 29 11'-0" 29 8'-9' 27 G 19'-4" 33 J 19'-3" 31 H 8' 9'-6' 26 G 11'-1' 27 G 11'-0" 27 G 8'-9' 25 9'-0' 27 10'-4' 28 10'-3" 28 8'4" 27 G 1 r-4' 32 J 17' 6" 30 H g' 91-0' 26 G 10'-6' 27 G 10'-4" 27 G 8' 4" 25 27 9'-5" 28 9'-9' 28 8'-1' 27 G 16'4" 32 I 16'-7" 30 H 10' 8''7= 26 G 9' 6" 26 G 9'-10" 26 G 8'-1" 25 8'-1' 28 B'-11" 28 9'-3" 28 7'-9' 28 G 15'-7" 32 I ON FN 15'-10" 30 G G`q 11' 8 -2 2' G 9 -1 2 G 9'-4" 2729 G 7'-10" 27 & 7- 29 '-10" Til" 29 4' 4" 31 P '11,0 ' 14'-7" 29 m 12' T-10' 28 G 8'-9" 28 G 9'-0" 28 G T-7" 28 T-4' 29 T-11' 29 8' 6' 29 T-1" 29 JG 13'-8" 31 14'-0" 29 NO. 7948 13' T-7= 28 G 8'-1 • 28 G 8' 8' 28 G T-3" 28 T-1' 30 H 7'-7' 30 H 8'-2" 30 H 6'-9' 30 13'-2" 31 FOOTNOTE: 'SAMPLE' FOOTING SHOWN REPRESENTS LENGTH OF + THE MAXIMUM COLUMN SPACING ON EXISTING SLAB Shall BE EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS FIGURE INDICATES EXPOSURE 8 WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE C MAY BE REDUCED M EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B d C. SHT. 10 FOR ATTACNgn A CRFFCTAun" rroieoc ORAWN BY: "• TOM CAMPBELL 6 ASSOCIATESE]403-1519 LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: UPMO ERR ot% DATE 10Q1R017 SCALE: NONE COAXIAL AND RESIDENTIAL STRUCTURAL POST SPINO TABIE FREESTANDING to, 20 a 30 pd DURALLIM PRODUCTS, IMC. tREVLSEner: RANCHoax. MDNDA CA (%i)T 1 AND ATTACHED HDRIL WIND + %,tonattoMPH R2Qp ALPINE AVE.. SACRAMENTO. CA 95M SHEET IS OF 33 tORLL p0A1PH pre a2To t 10# L.L. 90 MPH - ATTACHED SOLID COVERS DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. 12' OR LESS EXP. B & C to 2200 s 30 PATIO DURALUM PRODUCTS, INC. DBL. 2"x6.5"x.032" BEAM/ IAPMO ERI01B6 DBL. TWN.042" BEAM 3"x8" BEAM w/INSERT ¢WIND " SZ6B ALPINE AVE., SACRAMENTO, G 96026 DBL. 3"x8" BEAM SCALE' NONE RANCHO CUCAMONG . G (931) 741-2107 AND ATTACHED 10 / LL f00 MPH 90,100 6 110 MPH pt6 162-7021 FAX 103-1619 dur8Mk Com ( ) 3"x8" BEAM REVISED BY: EACH w/ A 3"x8" STL. INSERT MAKPOST SPACING MAX.POST SPACING FTG. FTC'' MIN. MAX.POST SPACING FTG. MIN. FTG. MAX.POST SPACING FTG. POST FTG. POST 5 o a MAX.COL. SPACING MAX.POST SPACING FTG. ppN. FTC' PONT m 1- ON SLAB w FOR DBL. FOR 3- x S' (IN.) PMIIN. TYPE (IN.) TYPE (SPAN) (IN.) TYPE (IN.) POST TYPE (SPAN) (IN.) TYPE (IN.) TYPE (SPAN) (IN.) TYPE (IN') TYPE 2-x6.5'x.0 BEAM 9.10. 10'-2" 22 14'-2" 25 B 21'-1" 28 B 29'-8" 32 C 5, 5' 13'-7" 23 B 12'-7" 26 18'-7' 30 26'-2' 33 911. 9'-3" 23 B 13'-0' 26 B 19'-3' 29 B 2T23'-10 3334 C 6' 6' 11'-4" 8'-0" 8'-2' 24 11'-6' 27 1 T-0" 31 8'-4" 8'-7" 24 B 12'-1" 26 B 17'-1 30 B 25'-2" 34 C 7, 7 9'-8" T-6" 7'-7" 25 10'-8" 28 15'-9' 31 22'-2" 35 8' 8'-6" T-10" 8'-1" 24 B 11'-3' 27 B 16 8' 31 B 23'-r 34 C 8' T-0" 7'-1" 25 10'-0" 28 14'-9" 32 20'-8" 36 9' 7'-7" 7'-6- 7'-7" 25 B 10'-8" 2 - B 15'-9" 31 B 22'-; 3537 E 9' 6'-7" 6'-9" 26 9'-4" 29 13'-10" 33 9 -r 7'-1" T-3° 25 B 10'-2' 28 B 15' 0" 32 C 21'-1"B-7" 3637 E 10' 10' 6'-9" 6'-3" 6' 4" 26 9'-0" 29 13'-2" 33 6'-9' 6'-10" 25 9'-8" 29 B t 4' 3234 C 20'-; 7 3638 F 11' 11' 6'-2" 6 0" 6'-1" 27 B 8'-7' 30 12'-7' -8" 6'-6" 6'-8" 26 B 9'-3" 29 B 13' 8" 33 C 19L- 3738 F 12' 12' 5'-8" 5'-9" 5'-10" 27 8' 2' 30 12'-1" r 0" 13' 6'-3" 6'-4' 26 B 8'-107'-10" 2931 B 13'-2" 33 C 18'-6" 37 39 F 13' S'-2" 5'-7" 5' 8" 28 11' T 35 16'-3" 10# L.L. 90 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C 10'-4" 9'-7" 15'-6" 30 G 26'-3" 34 32''3" 36 J 5' 5' 9'-4" 8'_10"H H23'-6" 24'-0" 35 33 30-3" 29'-6' 3s6, 35 9'-1" 8'-9' 14'-1" 29 G J6' 8'-7" 7'-10G 13'•3" 30 H 21' 6' 22' 3" 34 32 J 2T-8" 2T- ' 378'-0" 336 7'-10" 13'-1" 28 G ` 71 T T-7" T-O"G 12-3 30 19'-10` 20'-9" 348, 32I 8" 25'-7" 34 7'-7" 7'-3" 12'-3" 28 J8' 7'-2" 6'-6"G 11'-7"29 G 18-T 19' 8" 33 J 31 1 24'-1" 24'-2' 359, 3- 7'-2" 6'-8" G 11'-7" 27 J9' 6'-6" 5'-11H tH 10' 6'281 G T-7" 18'-8" 33 J 31 H 22'-8' 22'-1 356'-7" 3310 6'-3" G 11'-0' 27 6'_X 5 _7•H 28 1T 9" 31 H 21'-1' 32J 345' 6'-3" 5'9" H 10'-1" 27 G 5' 8" 5' 4"I 9'-6' 29 15'-10' 1 T-1' 32 I 30 H2 19' 10" '-2" 3212' 10" 5'-6" H 9'-8' 28 G J13' S' 6"5'0"J 9'-1" 29 15-3" 16' 4"4" 32 I 3132 19' 0"34 19'-49 3235 a 13' S' 7"s 5 4 H 9'-3" 2830 G J a" " J 8-9" H 2. --- FOOTNOTE: SnMPLE" k-t' XP. OW FOOTING SHOWN REPRESENTS LENGTH OF • THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FIGURE INDICATES EXPOSURE B EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THISFK3URE INDICATES('► 'WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE CAMAY BE REDUCED 6• EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 . SEE ALTERNATE FOOTING TABLES Sn1.10 tUKAIm6mtuaP-nttSiAN[li wvtnS DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. POST SPACING TABLE to 2200 s 30 PATIO DURALUM PRODUCTS, INC. IAPMO ERI01B6 DATE: 10 V1R012 COMMERCIAL AND RESIDENTIAL 3TRUCTURAL ENGINEERING FREESTANDING ¢WIND " SZ6B ALPINE AVE., SACRAMENTO, G 96026 SCALE' NONE RANCHO CUCAMONG . G (931) 741-2107 AND ATTACHED 10 / LL f00 MPH 90,100 6 110 MPH pt6 162-7021 FAX 103-1619 dur8Mk Com ( ) SHEET 17 OF 33 REVISED BY: 10# L.L. 100 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B & C a Souo 6.5" RR GLLLFFOORMM / 4" I -BEAM " 30 H 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7"I -BEAM MAX.POST 10, 20 6 JO pd MIN. FTG MIN. MAX POST 10'-T 30 H MIN. POST 17-6 31 I12'-3" MIN. POST MAX.POSTSPA SPACING FTG. MIN. FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. MAX.POST FTG. 9'-3" FTG. - 9 3 MAX•COL ONSCING LAB• (MIN SPAM 11'-4' 31 H1'-2' 31 H TPYYPSEE (SPAN) (IN.) TYPE (ING TYPE (SPAN) (IN.) E (IN.) E SPACING (IN.) POS (IN.) (IN•) POST e (IN.) POST 30 H 8'-4' G T-0^ 34 J 8' 9' 1' 27 G 10'-7" 28" G9'-9" 28 G 8'-6" " 32 28 9'-5' 29 TYPE (SPAN) 8'-1" TYPE 5' 13'-7' 10'-0' 9' 24 B 12'-0' 8'-2" 25 B 11' 6' 25 B 9'-0" 8' 11 29 23 29 20'-9' 7'-8" 30 G5'x" 33 10' 25 9'-0" 28' G8'-9' 10'-7' T-9' 26 10'-1' 26 T -T 30 8' 3' 8'-2" 30 24 B 18'-4" 7'-3' 32 B 6' 11'-4" 9'-1' 25 B 11'-0' 26 B 10'-6" 26 B 8'-6" 24 30 H 19'-0' 31 4" 30 H 8'-1' 26 9'-8' 27 T-6- G T-3" G 27 T-9' 30 H 25 B 16'-9" 33 B 7' 9'-8" 8' 6' 25 B 10'-2" 27 B 9'-0" 26 B 8'-1' 25 17'-8" 32 I 7' S' 26 9'-0' 28 8'-7" 28 NOTE: FOOTNOTE: * o. C; 7'-2' WHERE SLAB OCCURS. CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES MAY BE REDUCED 0' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. Ir" I 26 B 15'-7" 34 B 8' 8,-6- T-10' 26 B 9--7' 27 B 9'-1" 27 B 7'-T" 25 16'-6" 33 7'-0' 27 8' 6" 29 8'-1' 28 6'-9' 27 B 14'-7' 34 C' 9' T-7- T-6- 26 B 9'-0" 28 B 8'-7" 28 B T-2" 26 15'-7" 34 8'-T 27 8'-0' 29 7'-7" 29 6'-0' 27 B 13'-9" 35 C 10' 6'-9" 7'-1' 27 B 8'-7" 29 B 8'-2' 28 B 6'-10" 27 14'-9" 34 6'-3' 28 T-7" 30 T,-2" 29 6'-1' 28 B 13'-1' 36 C 11' 6'-2" 6'-g^ 27 B 8'-2" 29 B T-9' 29 B 6'-7" 27 14'-1" 35 6'-0' 28 T-3" 30 6'-10" 30 5'-9" 28 B 12'-6" 36 C 12' 5'-8" G-6' 28 B T-10" 29 B T 6'` 29 B 6'-3" 27 13'-7' 35 5'-9' 29 30 5'-7' 29 B 12'-0' 37 C 13' 5'-2• 6'-3' 5'-T 28 29 B T-7' 30 B T-2'` '. 29 B 6'-1" 28 B 13'-0` 36 C 6'-8' 31 4' 31 5' 4' 29 11'-6" 37 E 10# L.L. 100 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C 5, ' • 11'x' 29 G Souo 12'-9" 30 H112 PATIO COVER SYSTEM AS MFG. BY: " 30 H IAPIiO ERI Ot% 9'-10" COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ppST SpING TABLE FREESTANDING 10, 20 6 JO pd 10" 35 REVISED BY: 10'-T 30 H AND ATTACHED 17-6 31 I12'-3" 0260 ALPINE AVE., SACRAMENTO. CA Obfl28 31 9' 4"1'-6' G111 36 J 6' 10'x' 28 G 12'-2' 29 G" ' 29 G 9'-3" 1' 34 9'-8' 29 11'-4' 31 H1'-2' 31 H 8'-10" G19'-8' 35 J 7, 9'-8' 28 G 11'-3" 29 G" 29 G 8'-9" " 33 9'-0' 29 10'-6' 30 H0'-4' 30 H 8'-4' G T-0^ 34 J 8' 9' 1' 27 G 10'-7" 28" G9'-9" 28 G 8'-6" " 32 28 9'-5' 29 3o 8'-1" G6'-4' 34 9' 8'-7' 27 G 9'-6" 27" G9'-2' 28 G 8'-2" " 32 29 8' 11 29 29 7'-8" G5'x" 33 10' 28 G 9'-0" 28' G8'-9' 28 G T-9' " 31 H T -T 30 8'-2" 30 30 7'-3' G4'-2' 32 1 29 G 8'-8' 29 G 29 G 7' 6' G" 31 H 30 H T-9' 30 H8' 4" 30 H 7'-0" H' 6' 32 I12' T-6- G 8'-0' 29 G29 G T-2" G 30 H 31 H 7'-5'31 H8.0. 31 H 6'-8' H2'-10 32 3132 SSM13' 7'-2-30 G T-8" 30 G 30 G 6'-10' G' I 6'-11' 32 I'-8" 32 1 6'-6' I'-10" 32 NOTE: FOOTNOTE: * o. C; FOOTING SHOWN REPRESENTS LENGTH OF • THE MAXIMUM COLUMN SPAC94G ON EXISTING SLAB SHALL BE 'j'SAMPLE' EACH SIDE AND DEM FIGURE INDICATES EXPOSURE B —}i PTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN THIS J WHERE SLAB OCCURS. CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES MAY BE REDUCED 0' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. Ir" I SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. I SHT. 10 FOR ATTACHED 6 FREESTANDING COV0 ERS 1/I5 ' • TOM CAMPBELL & ASSOCIATES, INC. Souo LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPIiO ERI Ot% DAIS f0A1r1012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ppST SpING TABLE FREESTANDING 10, 20 6 JO pd DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA. CA (061) 741-2107 AND ATTACHED Ri 8 „Q D 0260 ALPINE AVE., SACRAMENTO. CA Obfl28 SHEET 1 B OF 33 10 0 LL 00 MPH1(916)462-7W1 FAX IOS1610 mn 1/I5 10# L.L. 100 MPH - ATTACHED SOLID COVERS TOM CAMPBELL 8 ASSOCIATES, INC. POST SPA CRIG TABLE LIVE LOAD ` 10, 20 6 00 pd PATI . BY: DURALUM PRODUCTS, INC. z IAPMO ERR 0106 SCALE: NOME IREVISEDUY'. COMMERCNL AND RESIDENTIAL STRUCTURAL ENOWEEJ2INO 12' OR LESS EXP. B & i > DBL. 2"x6.5"x.032" BEAM / " " H R n DBL. 3 x8 x.042 BEAM 3x8 BEAM w/INSERT (016)462.7011 fAX DBL. 3"x8" BEAM > 3 x8 BEAM „ EACH w/ A 3"x8 STL. INSERT %3: MAX .POST MAX.POST SPACDBL I MAX.POST 3( MIN..POST MAX SPACING Do MAX.COL. PACING PTYPT c3 ONSLAB*SPA FORING OR 3ING x 8' (NG TYPE (MG TYPE PCS) (MG• n (NG E SPAN (ING TYPE (IN.) PTMYOPE (NG. >M (NG I`- 2' x6.5' x.032 BEAM 5' 13'-7" 8' 8'-10' 10'-2" 22 B 14' 8"129 H 19'-0" 29 B 26'-8" 33 C , 5 T-10" 9'-0' 23 13' 8" I 16'-8" 31 23'-6" 34 6' 11' l" 8'-2" 9'-3" 23 B 13'-4"H 17'-3" 30 B 24' 4" 34 C 6, 7'-2" 8'-2" 24 12'-6" 1 15'-3' 32 21'-0" 35 7' 7' 9'-8" T-7" 8'-7" 24 B 12'-6"G 16'-1' 31 B 22'-7" 35 C 7- 7'-7' 25 11'-7" H 14'-2' 33 19'-10" 36 8' 8'-6" T-1" 8'-1" 24 B 11'-8"G 15'-1" 32 B 21'-2" 36 8, 6'-3" 7'-1" 25 10' 6" H 13'-3" 33 18'-8" 37---!!--E` 9. 7, 7" 6'-8" 7'-7" 25 B 11'-0" 14'-2" G 33 B 20'-0" 36 E 9. 8'-0" 6'-9" 26 9' 10 12' 6" 3a 17'-7' 36 10' 6'-9" 6 -4' 7'-3" 25 B 10'-1'G 13'-8" 33 C 19'-0" 37 E 10' 5'-8" 6'-4" 26 9'-5' 11'-10 35 16'-8" 39 11' 6'-2. 6'-1" 6'-10" 25 B 9'-7"8,-11" G 12'-11' 3 35 C 181-1"6,-0" 3 39 F 11' 5'-4" 6'-1" 27 H 4" 5'-8 " 5'-10" 6'-8" 26 B 9'-2"G '-3" 34 C 1T-3 3812 F 12'13' 5'-2" 5'-10" 27 8'-6" H 0'-10" 36 15'-3" 40 S'-2" 5'-8" 6'-4" 26 B 8'-10"H 11'-10" 35 C 16'-8' 3913' F '0"5' 8' 28 T-11" I 10'-6' 36 14'-8" 40 10# L.L. 100 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B 8L 5' 9-9" 9'-7" 29 G 16'-3" 31 G 24'-0" 35 J 30'-8" 37 J , 5 8'-10 -10" 30 H 15'-0" 21'-1" 36 28'-7" 39 K 6' 6' 8'-8" 8'-9" 28 G 14' 10' 30 G 22'-0" 34 J 28'-0" 36 J 7'-9" 7'-10 29 G 13' 8" 19'-3' 35 26'-1' 38 K T 7 T-8" T-10" 27 G 13'-8" 30 G 20'-4' 34 J 26'-0" 36 J r-2" T -W 28 G 12' 8" T-10 35 24'-2" 37 8' 8' T 3" 7'-3" 28 G 12'-1o" 29 G 19'-1' 33 J 24'-3" 35 J 6'-6" 6'-6" 29 G 11'-10" 16'-8" 32 -10" 36 9. 9. 6'-7" 6'-8" 28 G 12'-1' 29 G 18'-0" 32 J 22'-1 " 35 J 6'-1" 5'-11 30 H 11'-2" 15'-9' 33 20'-7" 36 , 10 10' 6'-3" 6'-3" 29 G 11' 6" 28 G 1 r-1 ° 32 1 21'-0" 34 J 5'-7" 5'-7" 31 H 10'-7" 5'-V 33 J 19'-7" 35 1 , 11 11 5'-9" 5' 9" 30 H 10'-11" 28 G 16'-3" 32 I 20'-0 33 J 5'-4" 5'-4" 32 I 10'-1" 14'-3" 33 J 18'-8' 35 1 c 12 51-6" 5'-6" 31 H 10'-6" 29 ( 5,13' 3132 H 19 J 4'-11" 5'-0" 33 J 9' 8 " 8" I 1 r-2" 35 I 13, 5'-1" 5'-0" 31 H 10'-1" 29 H 15'-0' 31 H 18'-4'' 34 J 4'-9" 4'-9" 33 J 9'-3' 13'-2" 32 I 16'-6' 38 1 Nm. FOOTNOTE: 'SAMPLE.' FOOTING SHOWN REPRESENTS LENGTH OF • THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHAM BE FIGURE INDICATES EXPOSURE 9 1 EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMVM POST SPACING SHOWN FOR THE FIGURE INDICATES MAY BE REDUCED 8' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. SHT. 10 FOR ATTACHED 8 FREESTANDING COVERS DRAWN BY: EA DATE: 10/O1Q012 TOM CAMPBELL 8 ASSOCIATES, INC. POST SPA CRIG TABLE LIVE LOAD ` 10, 20 6 00 pd PATI . BY: DURALUM PRODUCTS, INC. z IAPMO ERR 0106 SCALE: NOME IREVISEDUY'. COMMERCNL AND RESIDENTIAL STRUCTURAL ENOWEEJ2INO FREESTANDING AND ATTACHED HOR LL WIND - 6259 ALPINE AVE, SACRAMENTO, CA 06618 J RANCHO CUCAMONGA, CA (061) 741-2107 10 8 LL 100 MPH 90,100 6 110 MPH (016)462.7011 fAX SHEET 19 OF 33 10# L.L. 110 MPH - ATTACHED SOLID COVERS LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: F--- 0186 GATE 10A112012 SCALE. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEENNG FREESTANDING 10. 20 6 30 Pd 12' OR LESS EXP. B & C NOME REVISED BY: RANCHO CUCJIMMONOA, CA (961)711-2107 6.5' ROLLFORM / 6269 ALPINE AVE.. SACRAMENTO. CA 96626 4" I -BEAM 4.5"/ MAG GUTTER o t LL 90 MPM loot 3" SQ. STEEL BEAM 7" I -BEAM MAG BEAM MA CI FTG. MIN. FTG. MIN. MAX.POST FTG MIN. FTG. MIN. MAXPOST FTG. MIN. FTG. MIN. MAXPOST FTG. MIN. FTG. MIN. MAX.POST FTG MIN. FTG. MIN. m 3 SPACING ONSCLAB* (SPAN) (IN.) TYPE (IN.) TYPE (SPANPOST ) (IN') TYPE (IN. TYPE (SPAN) (IN.) PTYYPE (IN.) POST TYPE (SPAN) (IN.) E (IN.) POST TYPE SPACI. (SPAN) (IN.) TYPE (IN.) POST TYPE 5' 13'-7" 9' 1" 25 B 10'-10" 26 B 10'-4' 26 B 8'-4' 24 B 18'-10" 31 B 8'-0' 26 9'-8' 27 9 -2' 27 7' 8" 25 16' 8' 33 6' 11'-4' 8'-3' 25 B 10'-0" 27 B 9'-0" 27 B 8'_0 25 B 17' 3' 32 B T-3' 27 8'-9' 28 8'-4- 28 7'-1" 26 15'x' 34 7' 9,-8" 26 B 9'-3" 28 B 8'-10" 27 B T-4" 26 B W-10" 33 B 6'-9' 27 8'-Y 29 7'-9' 29 6'-7' 27 14'-2' 35 8' 8'-6" T-2" 27 B 8'-8' 28 B 8'-3' 28 B T-0" 26 B 15'-0" 34 C 28 7'-8" 30 T-3" 29 6'•2" 28 13'-3" 36 9' T-7' 6'-9' 27 B 8'-2' 29 B T 9' 28 B 6'-7" 27 B 14'-2" 35 C 6'-0' 28 T-3' 30 6'-10" 30 5'-9" 28 12'-0' 36 10' 6'-9' 6' 6" 28 B T-9" 29 B T-6" 29 B 6'-2" 27 B 13'-6' 35 C 5 8' 29 6'-10" 31 6' T 30 5'-6" 29 1'-10" 37 11' 6'-2" 6'•2" 28 B T-6' 30 B T-1' 29 B 6'-0' 28 B 12'-10' C 5'-6' 29 6'-7' 31 6'-3' 31 5'-3" 29 11'-4" 12' 5'-8" 5'-10' 29 B T-2' 30 B 6'-9" 30 B 5'-8' 28 B 12'-3' C 5'-3' 30 6'-3" 32 6'-1' 31 . 5'-1" 30 10'-10' 137 13' S'-2" 5'-8" 29 B 6'-10" 1 B 6'-T 30 B 5'-6" 29 B 11'-9" C5'-1'30 6'-1' 32 5'-9' 32 4'10" 30 10' 6' E 10# L.L. 110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C 5,16'-9' " 30 HIT ' 31 H 12'-0' 31 H 9'-6" 29 G 21'-10' 36 0'-1' 311'-8' 32 J 11'-7" 32 J 9'-1" 30 H 20'-2' 20'-0" 38 J 35 6,' 29 G" 30 H 11'-4' 30 H 9'-0' 28 G '-2' 31 H0'-8" 32 I 10'-7' 32 I 8'-6" 30 H 18'-6" 18'-7" 37 J 34 J 7'29 G" ' 30 G 10'-7' 30 G 8'-0" 28 G 6' 30 H'-0' 31 H 9'-9" 31 H 8'-1' 30 16'-6" 161-8" 36 33 J 8' 28 G '-0' 29 G 9'-10' 29 G 8'-2" 28 G 298'-11 30 H 9'-2' 31 H 7'-8" 29 15' 6' 15' 9" 35 33 9'28 G 28 G 9' " 29 G 7'-10" 28 G -T 30 H'-5' 30 H 8'-8' 30 H 7'-3" 30 H 14'-1' 14'-6" 34 J 32 I 10' G 29 G 8'-10" 29 G T-6" 29 G -2'7'-6' 31 H 8'-3' 31H 6-10 31 H 13'-4'3430 13'-8"-10'32 H' 30 H 8'-0' 30 H T-1' 30 H ITom' 32 I 7'-10' 32 I 6•7" 32 I 12'-3'12'31 13'-2" 32'-7' H31 H 8'-2" 31 H 6'-9" 31 H 33 I6'-9' 33 J T-7" 33 J 6'4' 33 J 11'-9" 12'-2" 313,31 32 H -30'31 H T-10" 31 H 6'-7' 31 H '-3' 33 J6' 6' 33 J 7'-3" 33 J 6'-1' 33 * C37 8 MOTE: FOOTING FOOTNOTE: 'SAMPLE' I 5 4. SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. • THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS. CUBED FOOTING SIZE MAY BE REDUCED 6' EACH 34DE FOR FREESTANDING ONLY. COLUMN OR THE MA)OMUM POST SELECTED BEAM. SPACING SHOWN FOR THE FIGURE INDICATES SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. SHT. 10 FOR ATTACHED d FREESTANOWD COVERS DRAWN TOM CAMPBELL & ASSOCIATES, INC. pO,gT gp LID TABS LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: F--- 0186 GATE 10A112012 SCALE. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEENNG FREESTANDING 10. 20 6 30 Pd DURALUM PRODUCTS, INC. NOME REVISED BY: RANCHO CUCJIMMONOA, CA (961)711-2107 AND ATTACHED HORLL WIND = 90.100 d 110 AMP111(916)432-7021SHEET 6269 ALPINE AVE.. SACRAMENTO. CA 96626 20 OF 33 o t LL 90 MPM loot FAX 1031619 10# L.L. 110 MPH - ATTACHED SOLID COVERS TOM CAMPBELL 6 ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD 10.20 870 PATIO COVER SYSTEM AS MFG DURALUM PRODUCTS, INC. U1PM0 ERIM 0186 DATE: t60tR012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 12' OR LESS EXP. B 8L C ,. DBL. 2"x6.5"x.032" BEAM / REVISED DBYBY." DBL. 3"x8"x.042" BEAM 3"x8" BEAM WINSERT m ( n2A FAX4OSt ,r•.pd.,r.M.RmrG DBL. 3"x8" BEAM 3"x8" BEAM EACH w/ A 3"x8" STL. INSERT no MAX.COL. MAX.POST MAX.POST SPACING MAXPOST SPACING MAX.POST SPACING MIN. MIN. MAX.= SPAIYPE TMpE O .) POST 50 3 ; ONSLAB*ING FOR DING BL. OR 3' x 8' (NG TYPE (NG PYOS (N) TPE (N.) POST (SPAN) (N.) T PE (N) TPOST (SPAN) (NG. 2'x6.5'x. BEAM 5' 13'-7" 8-1- 10'-2" 22 B 1114 27 B 1 T-2"134 B 24'-2" 34 C , 5 7'-2" 9'-0" 23 10'-3" 28 15'-2" 21'-4' 36 6' 11 4 " 7'-6" 9'-3° 23 B 10'-8' 28 B 15'-9' B 22'-2" 35 C 6' 6'-7" 8'-2" 24 9' " 29 13'-10 19'-0" 37 7' 9'$" 6'-10" 8'-7" 24 B 9' 10' 28 B 14'-T B 20'-6" 36 C 7, 6'-1" 7'-7" 25 8'-8" 30 2'-10" 18'-1" 38 8' 8'-6" 6'-6" 8'-1" 24 B 9'-3" 29 B 13'-8" B 19'-2" 37 C 8. 5'-9" T-1" 25 8'-2' 30 12'-1" 1T-0" 39 E 9' 7'-7" 6'-1" 7'-7" 25 B 8'-9" 30 B 12'-10"B 18'-1' 38 E 9. 5' 4" 6'-9" 26 7'-8" 31 11' 4" C 16'-0' 39 10 6'-9" 5'-9" 7'-3" 25 B 8'-3" 30 B 12'-3' C 17'-2" 38 E 1 , 5'-2" 6'-4" 26 T 4' 32 10'-9° 15'-2" 40 F5'-7" 11 6'-2" 6'-10" 25 B 7'-10" 31 B 11'-8" C 16'-4"11' F12' 5'-0" 6'" 27 7'-0" 32 10'-3' 14'-6" 41 S'-8" 5' 4" 6'-8" 26 B T-7" 31 B 1 15 4 F12' '-9" 5'10" 27 6'-8' 3213' 91-10"C 3'-10" 41 5'-2" 2"4,-7' 6 -4°5,-8" 2628 B 7'-3" 3133 B 10', C 15'-13-4" 40 42 F 13' 6 -0" 10# L.L. 110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B 8L C 8'-11" 9'-7" 29 G 14'-0" 32 I 21'-9" 36 J 29'-1" 39 K 5, 5 8'-3" -10" 30 H 2'-10 33 J 19'-2" 37 27'-0" 26'-7" 41 6' 6 8'-2" 8'-9" 28 G 12'-9" 31 H 19'-1 35 J 38 J 7'-4" T-10 29 G 11' 9" 33 J 1 T 6' 36 24'-8" 24'-8' 4o K 7, 7'-4" 7'-10" 27 G 11'-9" 31 H 18'-8" 34 J 37 J 7 6'-7" 7'-0" 28 G 10' 7' 32 1 16'-2" 35 22'-9" 39 K 8. 6, 6'-8" 7'-3" 28 G 10'-8" 30 G 17'-3" 34 J J 6'-1" 6'-0" 29 G 9'-10' 31 H 15' 2" 35 4_0",35 9' 9. 6'-3" 6'-8" 28 G 10'-1" 29 G 16'-0" 33 J J 11 30 H 9'-3" 31 H 14'x' 34 10' 5'-9" 6'-3" 29 G 9'-7" 29 G 15'-6" 33 J J 10 5'-4' 5'-7" 31 H 8'-10" 31 H 13'-7" 34 19'-0" 5'-6" 5'-9" 30 H 9'-1' 30 H 35 11' 4" 32 I 8'-1" 32 I 18'-2- 37 J -4T S' 5'-6' 31 H 8'-9" 31 H W 12' 4'-8" 5'-0" 33 J 7'-10" 33 J 16'-2" 16'-1 " 37 J 13 5'-4" 31 H 8'-1" 31 H 35 13' • d _O' 3333 J 15'-7' 38 a FOOTNOTE: 'SAMPLE' FW SHOWN REPRESENTS LENGTH OF • THE MAXIMUM COLUMN SPACINO ON EXISTING SLAB SWILL BE FIGURE INDICATES EXPOSURE B EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS WHERE SLAB OCCURS, CUBED FOOTING SITE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES MAY BE REDUCED S- EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B A C. SEE ALTERNATE FOOTING TABLES SHT_ IG FOR ArTAa4Fn A PRFrSTANOINn rAT.T as 9 DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD 10.20 870 PATIO COVER SYSTEM AS MFG DURALUM PRODUCTS, INC. U1PM0 ERIM 0186 DATE: t60tR012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDNo pf H,100 NA1A • ALPINE , Coo REVISED DBYBY." RANCHO CU A MONC CA (951)741.2107 t ATTACHED10 9o,Ioo d t to MPH m ( n2A FAX4OSt ,r•.pd.,r.M.RmrG SHEET 21 OF 33 1w 20# L.L. 110 MPH - ATTACHED SOLID COVERS LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: I~ ER/ 0195 DAM' I NONE SCALE.*NONE 2 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPOLID TABLE FREESTANDING 12' OR LESS EXP. B & C 6.5" ROLLFORM / MAG BEAM RANCHO CUCAMONGA. CA (951) 741-2107 4" I -BEAM HOPo2: NAND " 90,100 8 110 MPH1(qj6)462.TWj 6299 ALPINE AVE., SACRAMENTO, CA 95m 4.5"/ MAG GUTTER 3" SQ. STEEL BEAM 7" I -BEAM MAX POST FTG. MIN. FTG. MIN. MAX.POST FTG. MIN. FTGOST. MIN. MAX.POST FTG. MIN. FTG. MIN. MAX POST FTG MIN. FTG. MIN. T MIN. MIN- m 3 MAX -COL. SSPANG (IN.)SPAING (IN') TPYOPE (IN') TYPE POST SSPANG (IN.) TPI PE (IN.) TYPE SPACING (IN.) TYPPOSE (IN.) (INJ (IN.) SPACING FTG. (IN') FTG. (IN.) TYPE (SPAN) TPOSTYPE 7Py pE TPOSSE 5' 13'-7" 9-1" 25 B 10'-10' 26 B 10'-8' 26 B 8'-4" 24 18'-10" 31 26 9' 6" 27 9' 6' 27 T 8" 25 B 16' 8" 33 C 6' 11'-4" 8'-3' 25 B 9'-7' 27 B 9'-9" 27 B 8'-0" 25 16'-8" 32 T-3' 27 8'-9' 28 9' 8" 28 7'-1" 26 B 15'-3" 34 ' 7' 9'-8" T-8' 26 B 8'-11' 27 B 9'-1" 28 B 17'-4 26 B 15'x" 33 E 6'-9' 27 8'-2" 29 8'-1' 29 6'-7" 27 14'-2' 35 C 8' 8,-6" T-2' 27 B 8'-0' 28 B 8' T 28 B T-0' 26 13'-10' 33 6'-4' 28 7'-8' 30 7'-7" 30 6'-2' 28 B 12'-9' 35 E 9' T-7' 6'9" 27 B 7'-7' 28 B 8' 1' 29 B 6'-7' 27 13' 2" 34 6'-0' 28 T-0" 30 7'-2' 30 5'-9" 28 B 12'-1' 36 F 10' 6'-9' 6' 6' 28 B 6'-11' 28 B T 8' 29 B 6'-2" 27 B 12'-1" 34 5'-8' 29 6'-7" 30 6'-9' 31 5'-0" 29 11'-1" 36 F 11' 6'-2• 6'-2- 28 B 6'-8' 29 B 7'-3' 30 B 6'-0" 28 11' 6" 35 5'-6' 29 6' 1' 31 6' 8' 31 5'-3' 29 B 10' T 37 F 12' S'-8" 51-10" 29 B 6'-1' 29 C 7'-0' 30 B 5'-8" 28 10'-7" 35 5'-3' 30 5'-9' 31 B 6'-2' 32 5'-1' 30 B 9'-8' 37 F 13' S'-2" 5'-8" 29 B 5'-10' 29 C 6'-9' 31 C 5'-6" 29 B 10'-1' 35 5'-1' 30 5'-5" 31 6'-0' 32 4'-10' 30 9' 4' 37 F 20# L.L. 110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C 5, 9'-3' 29 G 11'-2' 30 H 10'-8' 30 G 8'-7" 28 G 19'-6" 35 8'-9' 30 H 10'-T 32 I 10'-1' 31 H 8'-3" B'-1" 30 28 18' 4" 17'-9" 37 J 34 6, 8'-6" 28 G 10'-3' 29 G 9'-9' 29 G 8'-1' 30 91-8" 31 H 9'-3- 31. H 7'-9" 7'-7" 29 27 G G 16'-9" 16'-6" 36 J 33 7, T-10' 27 G 9'-6- 29 G 9'-1" 29 G 7'-6' 29 9'-0" 30 H 8'-7" 30 H 7'-2" 7'-1" 29 28 15'-7" 15'.4' 35 J 33 8' T-4' 28 G 8'-10' 28 G 8'-6" 28 G T-0' 29 8'-6' 30 H 8'-1' 30 6'-9' 6'-8' 29 28 G G 14'-7" 14'-7' 34 J 32 I SS NA 9, 7'-0' 28 G W-4 28 H 8'-1' 28 6'-T 30 H 8'-0' 30 T-7' 30 H 6'-4" 6'-4' 30 29 H G 13'-9' 13'-9" 34 32 P Y 10' 6'-8' 29 G 8'-0" 29 H 7'-8' 29 H 31 H T-7' 31 7'-2' 31 6'-1' 6'-1' 31 30 H H 13'-1' 13'-2" 33 31 11' 6'-4' 30 H 7'-8" 30 H T-3' 30 H 6'-0' I 6'-10' 32 I 5'-9' 5'-10" 32 31 I H 2' 6' 12'-8" 33 31 X 12, 6'"1" 31 H 7'-4' 31 H T-0' 31 H 5'-9' 33 J T -o- 33 J 6'-7' 33 J 5'-7' 5'-8" 33 31 J H 11'-7" 12'-2" 33 32 1 13' 5'-10' 31 H 7'-1' 31 H 6'-9' 31 H 5'-7' 33 J 6'-5" 33 J 6'-4" 33 J 5'-4" 33 J 11'-1" 34 J 110 FOOTNjOTTEE 'SAMPLE• FOOTING SHOWN REPRESENTS LENGTH OF • THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS FIGURE INDICATES EXPOSURE WHERE SLAB OCCURS, CLOSED FOOTING SRM MAY BE REDUCED 8• EACH SLOE FOR FREESTANDING ONLY. COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. Ij-- 1 FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. SHT. 10 FOR ATTACHED d FREESTANDING COVFR4 1w ORAHMN BY: EK TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: I~ ER/ 0195 DAM' I NONE SCALE.*NONE 2 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPOLID TABLE FREESTANDING 10, 20 & JO pd DU LIM PRODUCTS, INC. REVISED : RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED HOPo2: NAND " 90,100 8 110 MPH1(qj6)462.TWj 6299 ALPINE AVE., SACRAMENTO, CA 95m SHEET 22 OF 33 10 9 L.L 90 MPH FAX 405 1619 mwftaxn 1w 20# L.L. 110 MPH - ATTACHED SOLID COVERS CAMPBELL 6 ASSOCIATES, INC. POST SPAC SOLID TABLE 10 m a d PATIO COVER SYSTEM AS MFa, M PRODUCTS, INC. : IAPMO ERN 0193 DATE: 10RI: COMMERCXAL AND RESIDENTIAL STRUCTURAL ENGINEERING 12' OR LESS EXP. B & C ALPINE AVE.. SACRA 8 DBL. 2"x6.5"x.032" 3"x8" BEAM BEAM / (9t) 462.7021 FAX 4OS1 tNw®du k"r oom DBL. 3"x8"x.042" BEAM 3"x8" BEAM w/INSERT DBL. EACH w/ 3"x8" A 3"x8" BEAM STL. INSERT > 'POST SPACING FTG. MIN. POST FTG. MIN. POST MAX.POST SPACING FTG. MIN. POST FTG. MIN. POST m0MAXCOL. SPACING MAX.POST SPACING G MIN. POST MIN. FTG. POST 50 MAX.POST MAX.POST SPACING SPACING FTG• MIN. POST F7G MIN. POST ONSLAB. FOR DBL. FOR 3' x 8' (IN.) TYPE (IN') TYPE (SPAN) (IN.) TYPE (IN.) TYPE (SPAN) (IN.) TYPE (IN.) TYPE (SPAN) (IN.) TYPE (IN.) TYPE 2 c8.5"x.03 BEAM 5 " 13'-7" T-5" 7'-11" 24 B 12'-0" 27 B 16'-6" 30 C 25'-1" 34 E , 5 7'-1" 7.-5" 25 11'-4' 29 15'-2' 32 B 21'-4" 37 6'-7" 7'-3" 24 B 11'-0" 28 B 15'-1" 31 C 22'-1 " 36 F 6' 6' 11'-4" 6'-3" 6'-8" 26 10'-0" 29 T-10" 33 19'-6" 37 6'-1" 6'-5" 25 B 9'-9" 28 B 13'6" 31 C 20'-08-1" 36 F 7' 7' 9'-8" 5'-7" 6'-1" 26 9'-3' 30 2'-10' 33 8 8' 8' " 5'-6" 5'-10" 25 B 9'-2' 29 B 12'-8" 32 C 19'-2" 37 F 8' 5'-0" 5'-6" 27 8'-5- 31 12'-1' 34 17'-0" 39 9' 7'-7" 5'-0" 5'-6" 25 B 8'-5" 29 B 11'-6" 32 E 18'-1" 38 F 9' 4'-9- 5'-2" 27 7'-11" 31 11' 4' 34 16'-0" 40 4'-9" 5'-1" 26 B 7'-11" 30 B 10'-10' 33 E 16'-6' F 10' 10' 6'-9" 4'-4" 4'-9" 27 7'-5" 32 10'-9" 35 15'-2" 40 4' " 4'-10" 26 7'-7" 30 C 9'-1' 33 F 15'-9" 38 F 11' 11' 6-2" 4'-0" 4'-5" 27 B 6'-11" 32 10'-3" 35 E 14'-6" 41 4'-1" 4'-6" 26 B T-3" 31 C 9 6" 33 F 15'-1' 39 F , 12 12' 5'-8" 3'-10" 4'-3" 28 6'-8" 32 9'-10" 35 13'-10" 41 3'-11" 4'-4" 27 6'-9" 31 C 8110,- 3436 F 14'-03-4" 39 13' S'-2" 3' 6" 3'-11" 28 B 6'-4" 33 -6" 42 20# L.L. 110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B 8L C '-0" 8'-6" 28 12'-0" 27 H 20'-0' 35 J 24'-1 ' 37 J 5, 5' 7'-10- '-1' 30 G 11'-3" 29 I 19'-2" 37 23'-6" 22'-9" 39 K 6- 7'-8" T-9" 27 G 10'-10' 28 H 18'-6" 34 J 36 J 6' 7'-2" 7' " 29 10'-3" 29 I 17'-6" 36 21'-6" 21'-1" 38 K 7, 7'-1" 7'-3" 27 G 10'-2" 28 G 1T-2" 34 J 36 J 6'-8" 6'-10" 28 9'-7" 30 H 16'-2" 35 19'-10 19'-9" 37 8' 6'-8" 6'-9" 28 9'-6' 29 H 16'-1' 33 J 35 J 8 6'-0" 6' 6" 28 G 9'-0" 31 15'-2" 35 18'-8' 18'-8" 37 9' 9 6'-3" 6' 4" 28 G 9'-0" 29 15'-2' 33 J 34 J 5'-6' 16 6'-1" 30 H 34 1T-7" 1T-8" 3s 5'-9" 6'-1" 29 G 8'-0" 30 H 14'-4' 32 I 34 J 10 5'-3' 5'-9" 31 H 8'-1" 32 13'-7" 34 J 16'-8" 16'-1 " 36 5 5'-5" 5'-10" 30 H 8'-2" 30 H 13'-9' 32 I 34 J 11' 5'-0" 5'-3" 32 ( 7'-8' 32 I 13'-0" 34 J 16'-0" 18-2" 36 12' 5'-1" 5'-7" 31 H 7'-9" 31 H 13-2 2 I J 12' 4'-7" 5'-1" 33 J T4' 32 J 12'-6" 34 J 15'-0" 15'-7" 36 a = , 4'-9" 5'-4" 31 H 7' 6" 31 H 12'-8' 32 1 35 13' 4'-4" 4'-8- 33 J 7'-1' 33 J 12'-0' 35 J 14'-8" 37 1 FOOTNO TE: "SAMPLE' q FOOTING SHOWN REPRESENTS LENGTH OF • THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SWILL BE FIGURE INDICATES EXPOSURE B 13 EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS WHERE BLAB OCCURS. CUBED FOOTING SUE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES MAY BE REDUCED 8' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. SEE ALTERNATE FOOTING TABLES E.N. DRAWN BY: E.N.70M CAMPBELL 6 ASSOCIATES, INC. POST SPAC SOLID TABLE 10 m a d PATIO COVER SYSTEM AS MFa, M PRODUCTS, INC. : IAPMO ERN 0193 DATE: 10RI: COMMERCXAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDINGWIND ALPINE AVE.. SACRA 8 SCALE: NONE REVISED BY: RANCHO CUCAMONGA. CA (961) 741-2107 AND ATTACHED 1081-1- 100 MPH 90 W 8 0 MPH (9t) 462.7021 FAX 4OS1 tNw®du k"r oom SHEET 23 OF 33 30# L.L. 110 MPH - ATTACHED SOLID COVERS LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: uPMD ERI 0196 DATE:: NONE SCALE: NONE 1REVtSEDBY._ COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 12' OR LESS EXP. B & C DURALUM PRODUCTS, INC. F_ 6.5" ROLLFORM / MAG BEAM RANCHO CLICAMONO.k CA (951) 741-2107 4" I -BEAM H RL d WIND 4.5" / MAG GUTTER SHEET 24 OF 33 3" SQ. STEEL BEAM 7" I -BEAM 10 f LL 90 MAHj(91G)4fi2.7W1 MAXPOST SPACINGSL.AB* FTG. MIN. FTG. MIN. POST MAXPOST S(SPAN) FTGPACING. MIN. PTMOPSE FTG. MIN. MAXPOST FTGPACING. MIN. FTG. MIN. MAX.POST S(SPAN) GCING. MIN. FTG. MIN. MAXPOST FTG. MIN. FTG. MIN. m 3 MAX.COL t ONACING (SPAN) (IN') TYPE (IN.)* TYPE (IN.) (IN.) TYPEPOS ( PAN) (SPAN) (IN') TYPE (IN.) TI TYPE (IN') TYPE (IN.) TPE S(S IN (IN') POST (IN.) POST TYPE TYPE 5' 13'-7" 8'-3' 24 B 9'-3" 25 B 9'-6" 25 B1[--4'4' '" 18 B 16'-1' 30 C 8'-0' 26 8'-10" 27 8'-10" 27 '4" 20 15'x' 32 E 6' 11'-4" T -r 25 B 8'-6' 26 B 8'-3' 25 B'-8" 19 14'-2' 30 T-3' 27 T-9' 27 8'-0" 27 21 B 13'-7' 32 E 7' 9,-8" T-1" 25 B T-6' 26 B T-9' 26 B 19 13'-1" 31 27 T-3" 28 T-2" 28'-0" 22 B 12'-1' 33 F 8, 8,,6" 6'-7" 26 B 6'-10" 26 B T-0' 26 B 20 11' 9" 31 6'4" 28 6'-r 28 C 6'-9" 28 '-7' 22 B 11'-3" 34 F 9' T-7" 6'-3' 27 B 6'-6' 27 ' 6'-6" 27 B 20 11'-2" 32 6'-0- 28 6'-1' 29 6'-1" 27 C-1' 23 B 10'-3" 34 F 10' 6'-9" 6'-0" 27 B 5'-11" 27 C 6'-0" 27 C 21 B 10'-2" 32 5' 8' 29 5'-8' 29 5'-10" 29 -10' 23 9' 8" 34 F 11' 6'-2" 5-8' 27 B 5'-8' 27 C 5'-9" 28 C'-8' 21 9'-8" 33 5'-6' 29 5'-2" 29 5'4' 29 24 B 8'-11" 35 F 12' 5'-8" 5'-6" 28 B 5'-2' 27 C 5'-4' 28 C22 B 8'-11' 33 5'-3' 30 C 4'-11" 29 5'-0" 29 '-4' 24 8'-6" 35 F 13' 5'-2' 5'-3" 28 C 4'-11' 28 C 5'-1' 28 C 22 B 8'-7"335'-1"30 4'-7' 29 4'-9" 30 -2" 24 C T-10' 35 F 30# L.L. 110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C 5' 8'-3" 28 G 10'-0" 29 G 9'-6' 29 2 G 8'-0' 28 G 17'-3' 34 T-10' 29 9'-T 31 H 9'-1' 29 G 9'-1' 30 H T-7' 29 16'-6' 15'-9' 36 J 33 6, T-7' 27 G 8'-8' 28 G T -W 27 G T-3' 29 8'-9" 3o H 8'-0" 28 H 8' a` 30 H 7'_w 28 15'-1' 14'-8" 35 J 32 I 7, T-0' 27 G 8'-1" 28 G 6'-9" 27 6'-8' 28 8'-1' 30 8'-0' 28 H T-9' 29 H 6'-6' 28 G 14'-0" 13'-8" 34 J 32 1 8' 6'-7' 28 G 7'-7" 28 H 6'-4" 28 G 6'-3' 29 T-7' 29 T-0" 28 H T-3" 29 6'-0" 29 13'-1' 13'-0' 33 J 31 1 9' 6'-3" 28 G T-2' 28 H 6'-0" 28 G 6'-0' 30 H T-2' 30 T-2' 29 H 6'-10' 30 5'-9' 30 H 12'-4" 12'-3" 33 J 31 I 10' 5'-10' 29 H 6'-9° 29 H 5-8- '8' 29 G 6'-9" 30 H 6' 6' 31 5'.6" 31 H 11'-9" 11'-9" 33 J 31 I ` FN 11' S'-8' 30 H 6' 6" 30 H 5'-6" 30 H 5'4' 32 1 6'-0' 32 I 6'-T 31 H 6'-2' 32 I 5'-2" 32 I 11'-2' 32 S Y '%!,0 S' 6' 31 H 12' 6'-3" 31 H 5'-3' 31 H 11'-3" 31 5'-2' 33 J 6'-3' 33 J 6'-3" 31 H 6'-0" 33 J 5'-0" 33 J 10'-9' 3 10'-3" 31 d 13' T-3" 31 H 6'-0' 31 H 5'-1' 31 H 5'-0' 33 J 6'-0' 33 J 5'-8' 33 J 4'-9" 33 J 10'-4' 33 948 P. 0 1/ham NOTE FOOTNOTE: 'SAMPLE' FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. " THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SMALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN THIS FIGURE INDICATES EJ OSURE WHERE SLAB OCCURS, CUBED FOOTING SIZE IN COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EX MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B d C. SHT. 10 FOR ATTACHED d FREESTANOMIO CYWPP-q DRAWN BY: E.N. TOM CAMPBELL d ASSOCUTES, INC, LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: uPMD ERI 0196 DATE:: NONE SCALE: NONE 1REVtSEDBY._ COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACE TABLE FREESTANDWO /0, 20 d 90 pd DURALUM PRODUCTS, INC. RANCHO CLICAMONO.k CA (951) 741-2107 AND ATTACHED H RL d WIND &M ALPINE AVE., SACRAMENTO, CA MUG SHEET 24 OF 33 10 f LL 90 MAHj(91G)4fi2.7W1 FAX403-1510 ppm 30# L. L. 110 MPH - ATTACHED SOLID COVERS TOM CAMPBELL Ni ASSOCIATES, INC. POST SPACING TABLE LIVE Lw. 10, m A 30 p"f PATIO COVER SYSTEM AS MFG. : DURALUM PRODUCTS, INC. IAPMO ERI 0195 SCALE: NONE COMMERCLAL AND RESIDENTIAL STRUCTURAL ENGINEERING 12' OR LESS EXP. B & C SM ALPINE AVE.. SACRAMENTO. CA 95x29 REVISED BY: L DBL. 2"x6.5"x.032" BEAM AND ATTACHED 1041-1- 100 MFH DBL. 3"x8"x.042" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM F- 3"x8" BEAM EACH w/ A 3"x8" STL. INSERT MAX.POST MAX.POST MIN. PTYPE MIN. MAX.POST MIN. MIN. MAX.POST SPACING MIN. PTMOPSE MIN. POST SPACING MIN MIN. o m_ MAX.COL. o m ON SSPACLAB • FOR OI BL. OR 3I x 8" (NG. (N) TYPE (SPAN)LG (N TYPE (N.) TYPE WG (N.) E (SPAN) (NG. TYPE (NG POS 2 c8.5•x.13 BEAM 5' 13'-7" 6'-5"PE 6'-10" 22 B 10'-3" 26 B 14'-8" 29 C' 21'-6" 33 F , 5 6'-1" 6'-5" 24 9'-9" 28 13'-0" 31 20'-0" 35 6' 11'-4" 5' -8" 6'-2' 23 B 9'-5" 27 B 12'-1 ' 29 E 19'-8" 34 F 6' 5'-5" 5'-8' 24 9'-0" 28 11'-10" 31 18'-9" 36 7 9 -8" T-0" 5' 6' 23 B 8'-5" 27 C 11'-6" 30 F 16'-2" 35 F , 7 4'-9" 5'-3" 25 8'-0" 29 B 11'-0' 32 E 16'-8' 37 8' 8'-6" 4'-9" 5'-2' 24 B T-10" 27 C' 10'-4' 30 F 16'-4" 35 F 8, 4' 4" 0 25 T-7" 30 9'-10 32 15' 8" 37 9, 7,- " 4.11" 4'-9" 24 B 7'-5" 28 C 9'-9" 31 F 15'-6' 36 F 9' 4'-1" 4'-6" 26 6'-10" 30 9'-0' 32 14'-9" 38 10' 6'-9" 4'-0" 4'-4" 24 B 6'-10" 28 C 8'-11' 31 F 14'-8" 36 F 10' 3'-8" 4'-2' 26 6'-5" 30 8'-6" 33 13'-6" 38 11 6'-2" T-8" 4'-2" 25 B 6'-5' 29 C 8'-6" 31 F 13'-6" 36 F 11' 3'-6" 3'-9" 26 8'-2" 31 T-9' 33 1 Z-10" 39 12' 5'-8" 3'-6' 3'-11 " 25 B 6'-2' 29 E T-9 3133 F 12'-1 37 F 12' 3'-3" 3' 6' 26 5' 8" 31 7 " 11' 10 39 13' 5'-2" 3'-3'3-0" 3' 7,3-5" 25 C 5'-9, X31 E T-5"7,-1' 3234 F 12' 4; 3 F 13' 7 B 5 6" 4" 40 30# L.L. 110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C '' 7'-7" 27 G 10'-7" 30 G 18'-0" 34 J 22'-1." 38 J 5- 5- 5,14'1'-0" 7'-3' 29 10'-2" 31 H 1T-2' 36 21'-2' 38 6- T-0" 27 G 9'-8" 29 H 16'-6" 33 20'-2" 35 6, 6- 6'-8" 28 9'-3' 31 15'-9" 35 19'-3" 37 7, 7,6' 6" 27 G 9'-0' 28 15'-3" 33 J 18'-9" 34 J '-1" 6'-2' 28 8' e' 30 14'-7' 34 1T 10" 36 8' 8''-8" 6'-1" 28 G 8'-6' 28 H 14'-3" 32 1T-7' 34 J 5'-9" 29 8' 1" 30 13'-8" 34 J 16'9" 36 9' 91 5-9- 28 G 8'-0" 28 H 13'-6" 32 I 16'-7" 33 '-1" 5' 6' 30 H 7'-8' 30 12'-10 33 J 15'-9" 35 ` A 1 15'-8' 33 10'5'-6" 29 G T-7" 29 H 12'-9" 31 J '-7" 5'-2" 31 H T-3" 3112'-3" 33 J 15'-0"35 r5' 2" 30 H T-3" 30 H 12'-3" 31 1 15'-0"32'-2" 5'-0' 32 1 T-0" 32 111'-8" 33 J 14 4 35 J12'5'-0" 12' 31 H T-0" 31 H 11'-8" 31 14'-4" 33'-10 J 4' 8' 33 J 6' 6" 33 J 11'-2' 33 13' 9" 35 * C37 8 11'-3" 31 13'-9" 33 13'4'-8" 31 H 6'-8" 31 H J , 3'-T 4'-3" 33 J 6' 4' 33 J 10'-9" 33 13' 2" 36 03/3 Ile NOTE: FOOTNOTE: •SAMPLE• FOOTING SHOWN REPRESENTS LENGTH OF + THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FIGURE INDICATES EXPOSURE B EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN M THIS WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE C MAY BE REDUCED V EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. SEE ALTERNATE FOOTING TABLES SHT_ 10 FnR ATTACHFD A FREESTANDING COVFRR DRANK BY: E.N.SOLID DATE: 101012012 TOM CAMPBELL Ni ASSOCIATES, INC. POST SPACING TABLE LIVE Lw. 10, m A 30 p"f PATIO COVER SYSTEM AS MFG. : DURALUM PRODUCTS, INC. IAPMO ERI 0195 SCALE: NONE COMMERCLAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANOINO SM ALPINE AVE.. SACRAMENTO. CA 95x29 REVISED BY: L RANCHO CUCAAgNfiA, CA (951) 741. 1 W AND ATTACHED 1041-1- 100 MFH aWI (919) 492.7021 FAX 403-1519 doom SHEET 21 OF 33 1 10# L.L. 90 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B & C I IIIc: :I11► i1J:e :1 .Y/t\► I llr•[C3 1'J IL\ [N=K 1 Ia:f. DRAWN BY: Ell 3" SQ. STEEL BEAM I DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032' BEAM 3"x8" BEAM INS RT DBL. 3"x8" BEAM G 15'-7' 30 G OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT 10'-9" 27 F ►a 33 MAX.POST MAX POST 32'-8" m o MAX.COL. MAX.POST , 5 MIN. MAX.POST MIN. SPACING SPACING MIN. MAX.POST MIN. MAXPOST MIN. MIN. 3 SPACING ON SLAB SPACING FTG. POST FTG. SPACING FTG. POST FTG fOR DBL FOR 3' x 8' FTG POST FTG. SPACING FTG. ppgT FTG. SPACING FTG. POST FTG POST I I G 9'-3' 10'-6" (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) 2-4.5-X.032- BEAM (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) TYPE G F 5' 13'-7' 10'-3' B 18 15'-r 20 10'-6" 10'-9" B B 1 23'-2' B 23 32'-8" , 6 26 C , 5 28 10'-3' B 19 15'-7- 18 14'-3" 22 10'-6" 10'-9" 9'-3" 9'-1" 20 23'-2" 28 26 G F 25 32'-8" 35 31 28 29'-10" 27'-8" 37 34 6 11'-4 " 9'-8' 21 9'-3" 9' 9" B B 18 20'-4" B 23 29'-1 27 E , 6 27 • B 20 14'-3' 1 13'-313,-3" 23 9'-3' 9'-9" 8'-r 8'-2' 20 0'-4' 27 25 G F 26 29-10" 33 30 29 27' 8' 25'-1 37 34 , 9,-8. 9'-2' B 2123 8, -r 911 " '-1 " B 1921 191-0"9'-0' C 24 27' 27 E 7' 27 -2' B 21 20 12'-4" S' -r 7'-8' T-9" 8'-2' 27 26 G F 26 2T 8' 32 30 30 25'-10 24'-4" 36 33 8 8-6' 22 T-8" 8'-2" B B 19 1T-1• C 24 25'-1 28 F 8 27 8'_g• B 21 12-4 20 11'-8' 24 T-8' 8'-2' 7'-3' T1t" 21 1T -i' 27 26 G G 27 25'-10 32 2 30 24' 4' 23' 35 33 9 7 -7 8'-0" 22 7'-3" 7' 9" B B 20 16'-1" C 25 24'-4" 29 F 9 28 8,,,6" B 22 11'-8' 21 10'-9" 24 7'-3' 7'-9' 6'-8' 6'-9" 21 16'-1' 28 27 G 27 24'4" 31 29tG 31 3'-2' 21'-3" 35 3218'-0'29 10' 6'-9' 8'-2" 23 6'-8" 7'-4' B B 20 15'-3' C 25 3'-2" 29 F 10' 10-2' 9'-9' 8'_2• B 22 10'-9" 21 10'-2" 25 6' 8" 4' 6'-5' 6'-9' 22 15' 3" G 14-7 28 3'-2" 32 32 ) 11 6'-2- 8'-0' C 23 6'-5" 6-9- B 20 14'-7' E 26 21'-3" 29 F 11' 9'-9" 9'-0" 8'_0• B 23 10'-2' 2123 9'-9" B 25 6'-5' 6'-9" 6'-2" B'-5' 22 14'-7' G 3'-6" 12'-1 28 21'-3' 32 3412' 31 113 12' 5'-8" 7 -7'T C 2325 6'-0-6'-5. B 222 13'-6"1-6" E 26 20'-4" 30 F 12' G 9'-0" r B 9'-9" 2124 B 6 -0" 6 5" 6'-2' 30 H 2'-10" 8 4" 7 33 J 13' S'-2' T-4' C 245'-8' 6' 2" B 21 12' 12' E 3j2_1191-8" 3 F 13' " 9 -0' g S -8" 6,-2" 10' 89' 8" 33 Mae] :saWlfl :PAm I 5 DRAWN BY: Ell 10'-3' 27 G 15'-7' 30 G 10'-6" 10'-9" 27 F 23'-2" 33 J 32'-8" 36 J , 60 MPH , 5 0'-3" 28 15'-7' 14'-3' 32 29 I G 9'-3' 10'-6" 9'- " 10'-9' 29 6 G F T-2" 20'-4' 35 32 1 32'-8" 29'-1 " 38 35 K J 6 26 C7 , 6 28 14'-3" 13'-3' 31 28 H G 8'-7" 9'-3" 9'-1" 28 26 G F 0'-4' 19'-0" 35 31 J H 29'-10" 27'-8" 37 34 J 9'-2 26 G 7' '-2' 27 13'-3" 12'-4' 30 28 H G 7' 8" 8'-r 8'-2' 9'-1' 27 25 G F 19'-0" 17'-1" 33 30 J H 27' 8' 25'-1 37 34 J 6, 8'-9" 25 G 8' 8'-9' 27 12,_V.: 2'-4 11'-8" 30 27 G 7'-3' 7'-8' T-9" 8'-2' 27 26 G F 17'-1" 16'-1" 32 30 I N 25'-10 24'-4" 36 33 J 9, 8'-6' 26 G 9' 8' 6' 27 11'-8" 10'-9' 29 27 G 6'-8" 7'-3' T1t" 7' 9' 27 26 G G 16'-1" ; 32 2 I G 24' 4' 23' 35 33 J 10' B' -Y 26 G 8'-2' 28 10'-9' 10'-2" 29 27 G 6'-5- 6'-8' 6'-9" " 28 27 G 5'-3' 14'-7" 31 29tG I 3'-2' 21'-3" 35 3218'-0'29 1 8' 0- 27 G 10-2' 9'-9' 29 28 G 6'-0" 6'-5' 6'-5' 6'-9' 29 28 G 14-7 321'-3"34J7' 28 20'-4" 32 ) 12' 28 G rr 29 9'-9" 9'-0" 29 28 G 5'-8" 6'-0' 6'-2" B'-5' 29 28 G 3'-6" 12'-1 3 28 20'x" 19'-8" 3412' 31 113 T-4" 28 H 1 _4• 30 G 9'-0" 30 H 5'-8' 6'-2' 30 H 2'-10" 30 19' 8" 33 J ~ NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB WHERE SLAB OCCURS. CUBED FOOTING SUE MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED A FREESTANDM COVERS THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN W THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM FOOTNOTE: 'SAMPLE' 'SAMPLE' \ FIGURE INDICATES EXPOSURE a --a - I r FIGURE INDICATES EXPO WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. `Ile 1k DRAWN BY: Ell TOM CAMPBELL i ASSOCIATES, INC. LATE POST SPACING TABLE INE LOAD • 10, 20 8 30 RATIOM : PRODUCTS, INC. UPMO ERi 0106 DATE th012012 SCALE: NOff COMMERCUIL AND RESIDENTIAL STRUCTURAL. ENGINEERING A TTµApfEDALPINE paf JOURALUM 6 CA 06626 SHEET 28 OF 33 REVISED BY: RANCHO CUGIMONGA CA (061) 741-2107AND 10 f LL. 00 MPH , 60 MPH 4d2-AVl9ACftAL1ENT0, (9 ) wb®O,rWn.m" `Ile 1k 1 10# L.L. 100 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B & C . S11IS••,1jIMA Ii\01 1IL"Iless1J=O■I_Z■\IM=WEIVA=:J I I ZA. ► .\i/■ Z•1 DRAWN BY: E.N. 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"4.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM 15'-7" 31 Y 10'-6" 10'-9" 28 G DATE: IWIIM12 SCALE: NOPE 23' 2' 35 J OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT 32'-8" 38 J MAX.POST 5. MIN. MAX.POST O MAX.COL. MIN. gp t;INGT $p G MIN. MAx'PO MIN. MAX T MIN. MIN. POST m o 10' 6" 10'-9" 30 H 9'-3' 9'-9" 28 ' G SPACING SPACING FTG, POST FTG. SPACING FTG. POST FTG. FOR OBI. FOR 3' x B' FTG. POST FTG. SPACING FTG. POST FTG. SPACING FTG• POST FTC' POST 9'-8" 28 G ON SLAB (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) BEAM (IN.) TypE (IN.) (SPAN) (IN.) TYPE (IN.) (SPAM (IN.) TYPE (IN.) TYPE 9'-8" 29 5' 13'-7" 10'-3"0,-3" J B 1 15'7* -15' 20' 4' 36 ` B 2 10'-6" 10'-9; 7 , B 1 23 23 B 2527 32'-8* H 28 C 5, 2" 29 G 13'-3" 32 21 7" 8'-7" 9' 1" 29 7'-8" 8-2- 26 F 24 10' 6" 0,-9' 2r -w 39 K 21 2" B $" 12'-4" 29 G 1T-1" 32 I 6 8, B 20 14'-3" B 22 9' 3" 9'-9' B 20 20'-4' 25 29'-10" 29 E , 6 9' 11'4" " G 11'-8" 29 22 14'-3" 16'-1" 31 1 24'-4" 35 25 9'-3' 9'-9' -6 30 22 0' ' C 28 29'-10" H 31 C 16'-1" 34 J 7 9'$" 9'-2' B 20 13'-3" B 23 8'-7' 9'-1' B 20 19'-0" 26 2r-8' 29 E , 7 9'-2" H 6'-8" 4" 30 6' S" 6' 9" 29 G 22 13'-3' -3' I 25 8'-7' 9'-1' S 22 19'-0' B C 28 27' 8" G 32 21-'3",--34 J 11 8 " 8'-6- 8'-9" B 21 12'-4' B 24 7'-8' 8'-2" B 21 1T-1" 26 25'-1 30 F , 8 29 G 8,_g= G 3 -6 30 H 23 12'-4' 12 26 Tom" 8'-2' H 22 1 T-1" C 29 25'-10" 33 E 20' 4' 36 9 7 -7" 8'$" B 22 11' 8" B 24 T-3' 7'-9" B 21 16' 1" 27 24'-4' 31 F 9' 9'-5" 32 I 8'-0= 2' 10" 32 I 24 11'-8" 19'-8' 35 26 7'-3" 7'-9" 23 16'-1' C 29 24' 4" 33 10' 6'-9" 8 -2"g'-2' B 2224 10 9; B 24 6'$' 7-4- B 2123 t 5 -15'-3' 2 3' 2' 31 F 10, 0' 9" 26 6 8" " E 30 -2" 11 " 6'-2" 8'-0" B 23 10'-2' B 25 6'-5" 6'-9" B 21 14'-7' 28 21'-3" 31 F 11' g _0= 25 10'-2" 27 6' S" 6'-9' 23 14'-7" C E 30 21' 3" 34 7'-7" B 23 9'-9" B 25 6'-0" 6' 5" B 22 13' 6" 28 20'-4" 32 F 12' 12' 5 -B" r_r 25 9'-9" 27 6'-0" 6'-5' 24 13'$' C E 30 20'-4" 35 13' T-2" 7 -4"7 B [322--5 9 -5" C 2 5'.8- 6 2" B 2224 12 12-10 2831 191-81 3235 F 13' " 25 9'-5' B S, 8" 6,-2" 28 . S11IS••,1jIMA Ii\01 1IL"Iless1J=O■I_Z■\IM=WEIVA=:J I I ZA. ► .\i/■ Z•1 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB WHERE SLAB OCCURS. CUBED FOOTING SIZE MAY BE REDUCED V EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLEB THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. FOOTNOTE: "SAMPLE' I FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. DRAWN BY: E.N. 10'-3" 28 H LIVE LOAD = +0.20 d 10 15'-7" 31 H 10'-6" 10'-9" 28 G DATE: IWIIM12 SCALE: NOPE 23' 2' 35 J FREESTANDINo 32'-8" 38 J 5, 5. 0'-3' 30 G AND ATTACHED 1 / LL 90 MPH 15'-7' 33 J 10' 6" 10'-9" 30 H 9'-3' 9'-9" 28 ' G 23'-2" 37 32' 8" 41 K IL . . A , 6 9'-8" 28 G 14'-3" 31 H 20'-4' 34 29'-1 37 J 6 9'-8" 29 14'-3" 33 J 9' 3" 9' 9' 30 8'-7" 9'-1' 27 G 20' 4' 36 ` 29'-10" 40 K 7 , 9'-2" 27 13'-3' 30 H 19'-0" 33 J 2T-8" 36 J 7 2" 29 G 13'-3" 32 I 8'-7" 9' 1" 29 7'-8" 8-2- 26 F 19' 0" 35 2r -w 39 K 8' 8'-9" 27 12'-4" 29 G 1T-1" 32 I 25'-1 " 36 J 8, 8'-9" 29 G 2'-4" 31 I T 8" 8'-2" 28 G 7'-3" 7'-9" 27 G 1 T-1" 34 J 25'-10" 38 K 9' 9. 8'-6" 28 G 11'-8" 29 G 16'-1" 31 1 24'-4" 35 -6 30 11'-8" 31 H 7'-3" 7'-9" 29 6'-8" 7' 4" 28 G 16'-1" 34 J 24'-4" 38 8'-2" 29 G 10' 9" 28 G 15'-18 3133 H 23'2" 337 10' 8' 2" 30 10'-9' 30 H 6'-8" 4" 30 6' S" 6' 9" 29 G -3' I -2" S 8' 0" 29 G 10'2' 29 G 14'-7" 31 H 21-'3",--34 J 11 30 H 10'-2' 30 H 6' 5' 6'-9" 30 H 6'-0- 6'-0" 29 G 14' 7' 33 I 21'-3" 36 ( 12' 29 G 9'-9" 29 G 3 -6 30 H 20'4" 12 7'-7" 31 H 9'-9' 31 H 6'-0" 6'-5" 31 H 5'-8' 6'-2" 30 G 3'-6" 32 I 20' 4' 36 4 13' T-4" 30 G 9'-5" 30 G 12'-1 ' 30 H 19'-8" 33 13 T 4" 32 I 9'-5" 32 I 5' 8"1_66'-2" 30 I 2' 10" 32 I 19'-8' 35 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB WHERE SLAB OCCURS. CUBED FOOTING SIZE MAY BE REDUCED V EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLEB THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. FOOTNOTE: "SAMPLE' I FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES. INC. LATTICE POST SPACING TABLE LIVE LOAD = +0.20 d 10 ATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. IAPMO ERN 0195 DATE: IWIIM12 SCALE: NOPE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDINo pd SNE AVE.. sACRAMENTo, CA 9Se2e 1(915)452-7MI SHEET 27 OF 33 REVISED BY: RANCHO CUc. 1AgMG CA (951)111.2197 AND ATTACHED 1 / LL 90 MPH , i „o MPH FAX 403-1519 uM"Odwakammm I_ 10# L.L. 110 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B & C 5, .. 3" SQ. STEEL BEAM DBL - BEAM w/INSERT DBL. 3"x8" BEAM COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. ' IAPMO ERf otos 3"x8"B EACH w/ A 3"x8" STL. INSERT > HORLL WIND " BM ALPINE AVE, SACRAMENTO. CA BSB28 !, - RANCHO CUCAMONOA, CA (OSI) 741.2107 v 7 00,100 a 110 MPH ,. m toe MAXCOL. SPACING MAXPOST SPACING FTG, MIN. MAX. T FTG. SAX- MAX.POST MAX.POST MIN. SPACING SPACING FTG. FTG• ST MIN. MIN. ► POST MIN. MIN. FTC'• FTG• SPACING FTG. FTG. FTG. m o ; F ON SLAB• (SPAN) (IN.) POST (IN.) (SP POST FOR DBL. FOR 3' x 8' (IN.) POST POST SPACING POST FTG_ POST (SPAN) G 23'-2` 39 K TYPE 43 39 TYPE (IN.) (IN.) TYPE (IN.) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) TYPE 6, 5' 13'-7" 10'-39 B 222 15'-714 23 10' 6" 10'- ' 122 34 3J B 272 32' 8" 8'-7" 3 1.1'-0' 10'-8` 31 29 H' G 20'-4' 38 B 0 B 6' 7, -3' 19'-0' 35 J 32 C 5' 6' 11'-4' 9'-8` B 21 14'-3' 24 9'-3' 9'-9" 21 27 29'-10" B 31 C , 6 10'-2' 10'-0' 30 28 9'-2' 19'-0' 37 23 13'-3' B 26 9'-3' 9' 6" B 238' 7' 8 29 2T-8" 8'-9' 28 G 33 7, 9, " 9'-2' B 22 13'-3' 25 8'-T 9'-1' 22 28 2T-8' B 31 E 7'-3' 8'-1' 9' 6' 9'-5' 8'-9' G 1 T-1' 23 12'-3' B 27 8'-T 8'-9' B 24-3" K J 30 25'-8' 9' 34 C 7, 8, 8,-6" 8'-9' B 22 12'-4' 25 T-8" 8' 2" 22 j17 C 28 25'-1 32 F 8, 6' 8" 7'-7" 8'-4` 30 29 H G 24 11'-7' B 27 r W 8'-3` B 241' 39 36 B 30 24'-1' 35 E 8'-2' 29 G 9' 7'-T 8 -0' B 23 11'-8' 26 T 3" 7'-9" 22 C 29 24'-4" 33 F 9' I H 6'-5' 8' 1' 8' 6' 8'-6' 31 30 25 0'-10' B 28 7'-3' 7'-9' B 241' 3'-2' 21'-3' B 31 22'-8' K 36 E 11 10 6'-9 8'-2' B 24 10'-9' 26 6' 8' T-4' 23 29 23'-2" C 33 F , 10 32 31 H T_g• 8'-2" 8'-2' 25 10'x' B 28 6' 8' 4' B 253' 32 21' 6' 38 35 36 E X11 11' 6'-2" 8 • B 24 10' 29'-10" 2629 6 -5' 6' 9' 23 14'-7" 29 21'-3" C 33 F 11, 9'-9' 9'-5' 33 31 Tom' 6'-8' T-9' 7'-10' B 6'-5' 7 1" B 25 14'-7" J 32 20'-7 36 J'1 12' S'-8' r B 24 9'-9' 27 6'-0' 6'-5' 23 3'-6" E 30 34 F , 12 9'-5' 7-1" J 26 9'-6' B 29 6'-0' 6' 9' B 25 14'-W 33 C 32 19'-8` 37 37 13' 5'-2" Tom' B 25 9'-0' 27 5'-8' 6'-2` 24 12'-1 ' E 30 19'-8" 34 6'-9' 26 9'-1' 29 5'-8' 6' 6' 2g 13' 6' C 33 18'-10' 38 5, .. ,. LATTICE POST SPAGNG TABLE - ___ —[PATIO LME lOAO to, 20 a 310 Pd COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. IAPMO ERf otos . - .t-o J FREESTANDING HORLL WIND " BM ALPINE AVE, SACRAMENTO. CA BSB28 !, - RANCHO CUCAMONOA, CA (OSI) 741.2107 v 7 00,100 a 110 MPH ,. g .., 10'-2' 31 I 5'-T 14'-3' 35 32 1 9'-3' 10'-1" 12'-1' 11'-7' 32 29 G 23'-2` 39 K 32'-8' 29'-10" 43 39 , 6, 9'-8' 29 G 20'-4' 35 J 9'-S' 31 H 4' 3' 13'-3" 34 3J v J I 8'-7" 9'-3'. 1.1'-0' 10'-8` 31 29 H' G 20'-4' 38 29'-10' 2T-8" 42 38 K 6 11 * 11 7, 9'-2' 29 G 19'-0' 35 J 9'-2' 31 H 3'-3' 1r a• 34 31 J H 7'$' 8'-7" 10'-2' 10'-0' 30 28 H' C7 19'-0' 37 2T-8' 25'-1 ' 41 38 K J 7' 8 8, 8'-9' 28 G 1T-1' 34 J 9' 30 H 12'-4 11'-8' 33 30 J H 7'-3' 8'-1' 9' 6' 9'-5' 30 28 G 1 T-1' 36 25'-10' 24' l' 40 37 K J 9' 8'-0" 28 G 16' 1' 33 8' 6' 30 H 1'-8' 10'-9' 33 30 J G 6' 8" 7'-7" 9'-0' 8'-11' 30 29 H G i 6'-1' 35 J 24'x' 23'-2" 39 36 K J 10' 8'-2' 29 G 15'-3' 33 J 8'-Y 31 H 10'-9' 10'-2' 32 30 I H 6'-5' 7'-3' 8' 6' 8'-6' 31 30 H H 15'-3' 35 3'-2' 21'-3' 39 36 K , 11 8'-0' 30 H 14'-T 32 I T-10' 32 9'-9' 32 31 H 6'-0' 8'-2" 8'-2' 32 31. H 34 J 21'-3' 20'-4" 38 35 J O J X11 12' T 7' 31 H 3'-0 32 1 r 7- 33 J 9'-9' 9'-5' 33 31 J H 5'-8' 6'-8' T-9' 7'-10' 33 31 J H 13'-6" 34 J 20'-4' 19'-8" 38 35 J'1 13' T-4' 31 H 12'-1 31 H T-3' 33 J 9'-5' 33 J 6' " T-6' 30 J 2' 10` 33 J 19'-8' 37 NOTE: i FOOTING SHOWN REPRESENTS LENGTH OF THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FOOTNOTE: 'SAMPLE' EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS WHERE SLAB OCCURS, CUBED FOOTING SDE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE B MAYBE REDUCED B' EACH SDE FOR FREESTANDING ONLY. SELECTED BEAM.FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED a FREMANDNG COVERS WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B A C. L DRAWN BY: E.N. DATE 1dOtRDt2 TOM CAMPBELL d ASSOCIATES, INC. LATTICE POST SPAGNG TABLE - ___ —[PATIO LME lOAO to, 20 a 310 Pd COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. IAPMO ERf otos SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL EfgINEE.NG FREESTANDING HORLL WIND " BM ALPINE AVE, SACRAMENTO. CA BSB28 REVISED BY.. RANCHO CUCAMONOA, CA (OSI) 741.2107 AND ATTACHED MOLL BO MPH 00,100 a 110 MPH (010) u' 2-7021 FAx {OS1310 plpAdwtMmaOm SHEET 28 OF 33 L 20# L.L. 110 MPH - ATTACHED OPEN TTIC LATTICE POST SPACMO TABLE LIVE LOAD • 10, 20 i 30 pd PATIO DURALUM PRODUCTS, INC. y SCALE:NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 12' OR LESS EXP. B 8L C SHEET OF 33 REVISED -BY: 3" SQ. STEEL BEAM I DBL. 3"x8"x.042"BEAM 90.100 6 110 MPH DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT mo MAX.COL. MAX.POST MIN. MAX.POST MIN. SPACPNGT. SP CIPNGT MIN. 'POST MIN. T MIN. MIN. SPACING SPACING FTG. ppST FTG. SPACING FTG. POST FTG FOR DBL. FOR 3' x 8' FTG' POST FTG. SPACING FTG. POST FTG SPACING FTG• POST FTI'' POST _m9 3 ONSLAB* (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) TYPE 5' 13'-7" 9'-1" B 19 13'-0" B 22 8'-1" 8'-T B 19 18'-0 C 25 2T-0' 28 F , 5. 9-1' 21 13'-0" 24 8'-1" 8'-T 21 18'-6" 27 T-0' 30 20 11'-10" 29 F , 6 " 8'-7' 6 11 -4 B 23 7.4" T10* B B 20 16'3" ' 25 24'-8" 8'-7" 22 1'-10" 25 T-4' T-10" 21 16'-3" 27 4'-8' 31 21 10'-7" 30 F T 8'-1" 7 9'-8" B 23 6'-7" T-0" B B 20 15'-1' E 26 22'-10" 8'-1" 23 10' T 25 6'-7' 7'-0" 22 15'-1" C 28 2'-10 32 22 9'-10' 30 F 8' 7'-8" 8' 8'-6" B C 23 6'-1' 6' 6" B 20 13'-7' E 26 20'-i' 7'-8° 23 9'-10" B 26 6'-1" 6'-6" 22 13'-7' 28 0'-T 32 9 7--7- 7'-3" B 22 8'3* C 24 5'-T 6-2- B 21 12'-1 F 26 19'•6' 30 F 1 9 7'-3" 24 8'-3" B 26 5'-7' 6'-2" 23 12'-10' E 29 19'-6" 33 22 8'-7' 31 F 10 , 6'-10' 10 6'-9 B 24 5' 4" 5'-7" C B 21 11'-9" F 27 1 B'-6" 6'-10" 24 8'-7" 26 5'-4" 5' 7" 23 11'-9' 29 8'-6" 34 11 6-2 " 6'-7' B C 24 4'-10" 5'-4" 11'-2" F 27 1 T-0' 23 8'-1 " 31 F , 11 6'-7" 25 8'-1" 27 4'-10" 5' ' 11'-2' 29 1T-0' 34 12' S`-8" 6 4"6 B C 2527 4 s" 5 " IL 10'3'0'-3" F 2730 16 2325 7'-10" 31 F 12' " -10" 4 6" 5 -0' 16'-3" 13' 5'-2" 6--1"6, B E 25 4'-4" 4'-10" 13 9'-10" F 27 15'-8' 23 7'-T' 32 13' 1" P- ESTA I PEN -LATTICE COVERS 2 OR L B& C 29 G12- H 9'-1' 9'-3" 29 19'-2" 35 2T-0" 38 J 5, " 31 5 9-1' 30 H3'-0" 33 J 9' 0" 9'-2" 31 H 19'-2" 37 T-0' 41 K -7" 28 G0' 31 H 8'-3" 8'-6" 2 G 17'- " 24'-8' 37 J 6, - 6 8'-6" 30 H1'-10' 33 J 8'-3' -0" 3 0 H T- " 36 4'-8" 40 K 8'-1" 28 " 30 H T 8" - 0' (j 3 J 22'-10"-9" 3639 J 7, 7' 8'-1" 30 G1'-0" 32 I 8' T-10" 29 16'3' 35 K 8, 7'-8" 28 G" 29 G 7'-2' T1{" 28 G 15' 2" 33 J 21'-4" 36 J 81 T-8' 2910'-3" 31 1 7'-2" 7'-4' 29 5'-2' 35 1'11" 38 K 9, 7'-3" 28 G 29 G 6'-9" T-0" 28 G 14'4" 32 I 20'-2' 35 J 7'-3' 30 H-8" 31 H 6'-9" T-0" 30 H 14'-4" 34 J 0'-2" 38 1 6'-10" 29 G29 H 6' 6' 6'-7" 29 13'-8' 32 1 19'-2' 35 J 6'-10' 31 H9' 3' 31 6' 6" 6'-7" 31 H 3'-8" 34 J 19'-2' 37 / 11' 6'-7" 30 H30 H 6-2- 6'-3" 30 H 13'-0' 31 H 18' 3" 34 0 6'-7' 32 I9" 32 I 6'-2" 6' 3' 32 I 13'-0" 33 J 18'-3" 37 6'11" 31 H31 H 6'-0" 6'-1" 31 H 2 8" 31 H 17% 34 J Z 12' 12' 6'-4" 33 J8'-6" 33 J 6'-0' 6'-1' 33 J 12'-6" 33 J 1 T-0' 36 13 61-1 31 H31 H 5'-8" 5' 10" 31 H 12'-0" 31 H 16-1 34 6'-1" 33 J'-2" 33 J 5' 8' 5'-9" 33 J 2'-0' 33 J 16'-9" 36 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FOOTNOTE: 'SAMPLE' EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS WHERE SLAB OCCURS, CUBED FOOTING SCM COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE B MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. FIGURE INDICATES EXPO SEE ALTERNATE FOOTING TABLES SHY_ 10 FOR ATTACHED A FRFFSTANOINO COVFRA WHERE ONLY ONE FIGURE SHOWN INDICAT DRAWN BY: EN. DATE: 101018FG 012 TOM CAMPBELL a ASSOCIATES. INC. LATTICE POST SPACMO TABLE LIVE LOAD • 10, 20 i 30 pd PATIO DURALUM PRODUCTS, INC. LAPMO ERI 0196 SCALE:NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING WAM WIND " 8289 ALPINE AVE.. SACRAMENT SHEET OF 33 REVISED -BY: RANCHO CUCAMONGA, CA (961) 741-2107 , LTTACHED 90.100 6 110 MPH (91e) 482.7021 FAX 403.1619 ,,, E.N. t0AVM14 TOM CAMPBELL d ASSOCIATES. INC. LATTICE POST SPACING TABLE LIVE LOAD = 10. m a ?d SYSTEMMFG. DURALUM PRODUCTS, INC. IAP►q ER! 0196 DATE SCALE: NONE N COMMERCIAL AND RESIDENTIAL STRUCTURAL ENdNEERING FREESTANDING AND ATTACHED pd HOR2 WIND M ALPINE AVE., SACRAMEKTO, SHEET 30 OF 33 [916)462-Ml REv15W RANCHO CUCALK*JGA CA (961) 741-2107 • t 6 L L MPH 90.100 a 110 MPH FAX 4011519 30# L.L. 110 MPH - ATTACHED OPEN LATTICE COVERS v 12' OR LESS EXP. B & C 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" B M w/INSERT DBL. 3"x8" BEAM = OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT o m — MAX.COL MAX.POST MIN. MAX.POST MIN. MAX.POST SPACING MAX.POST SPACING MIN. MAX.POST MIN. MAXPOST MIN. MIN. m — a; OPS # SPACING FTG. POST FTG. SPACING FTG. POST FTG. FOR DBL. FOR 3' x it G' POST FTG SPACING FTG. POST FTG. SPACING FTG. POST FTG. POST + F (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (SPIN) (IN.) TYPE (IN.) TYPE 5' 13'-7" 8'-0" B 19 11'-3" B 21 T-10" B 19 15'-T C 23 23'-7" 27 F . 5 8'-3' 21 11'-3" 23 T-10' T-5' 21 5'-7' 25 23'-7" 29 6 11-4 " 7'-9' B 20 10'-0' C 21 T 3' 6'•6' B 20 13'-8" E 24 20'-8' 27 F , 6 T-9' 21 10'-0" 23 T-3' 6' 6' 21 3'-8' 26 20'-8' 30 9--8- T-2' B 20 9'-2' C 22 6'-8" 5'-10' B 20 12'-8" F 24 19' 3' 28 F 7 ' T-2' 22 2" 24 6'-8' 6-10' 22 . 2'-8" 26 19'-3' 30 8 8'-6" 6'-9' B 21 8'-3' C 22 6'-3" 5'-0' B 20 11'-4' F 24 18'-0' 28 F . 8 6' 9' 23 8'-3' 24 6'-3" 5' 6' 22 1'-4" 27 18'-0" 31 9 7'-7 . 6'-4' B 21 T-10' C 23 6'-0- 5'-0' B 21 10'-4' F 25 16' 3' 29 F 9 6'-4' 23 10' 25 6'-0" 5' 0 23 0':" 27 16' 3' 31 10' 6'-9" 6 1• B 21 T-5" E 23 5'-8' 4'-9" B 21 9'-9" F 25 15'-7' 29 F , 10 6'-1' 23 -5' 25 5' 8' 4'-9' 23 9" 27 15'-7' 32 5'-9' B 22 T-1' E 23 5'-2' 4'-5' C 21 9'-0' F 25 14'-9" 30 F , 11 5'-9' 24 -1" 25 5'-2" 4'-5' 23 9.-0 27 14'-9" 32 L'5'- S' 7 B X24 6'-0.6'$" E 2 4 9" 2123 8 78'-7' F 2628 13 8 3 F 12'. 5'-7' 25 4'-9'a'-2' 4.0 3' g• 32 5'-4' 22 6'-3" 24 4' 6' 4'-0' C 22 8'-3" 26 13'-1" 30 F 13' 110 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. 5' 8'-3' 28 G 11' 3' 30 T-0' 8' 1' 28 G 16'-9' 33 J 23 37 , 5 8'-3' 30 11'-3" 32 I T-0' 8'-1' 30 16'-8' 36 23' 6" 39 K 6 '-9" 27 G 10'-4' 30 G 6'-3' T-4" 7 G 15'- " J 21' 6" 36 J , 6 T-9' 29 10'-3' 31 I 6'-3" T-4- 29 15'-3" 35 21'-6" 38 K 7- , -2' 27 G 9'-7- 29 H 5'$' G 14' -2' 32 1 20'-0' 35 J 7- 29 9'-7' 31 5' s' 6' 10' 28 14'-2" 3a J 19'-10 37 8 '-9' 28 G 9'-0" 28 Fi 4'-11" 6'-6" 28 G 13'-3' 31 1 18'-8' 34 J . 8 ' 6'-9' 29 9'-0' 30 4'-11 6'-6' 29 13'-3' 34 J 18'-8' 37 9. 6'-4' 28 G 8'-6" 28 H 4'-9" 6'-1' 28 G 12'-T 31 H 17'-7" 34 J 9. 6'-4' 30 H 8'-0' 30 4'-9" 6' 1' 30 H 12'-T 33 J 17'-7' 36 10 6'-1' 29 G 8'-1' 29 H 4' 4' S'-9' 29 G 11'-1 31 H 16'-9' 33 J CJ 6--1' 31 H 8'-1' 31 4' 4' S'-9' 31 H 1'-10" 33 J 6'-8' 36 11' 5'-9' 30 H T-8' 30 H 4'-1" 5'•7' 30 H 11'-4" 30 H 16'-0" 33 J 5'-9' 32 I 7'-8" 32 I 4'-1" 5'-6" 32 I 11' 4' 32 I 16'-0" 35 A y Sr 12' 31 H Tom' 31 3'-9'5'-3' 31 31 H 15'-3" 33 J p 12' A 5'-T 33 J T-1' 33 J T-9" 5'-3' 33 J 0'-10" 33 J 15'-3' 35 13' .'4. 31 H T-1" 31 H 3'-6' 5'-1' 31 H 10'-6' 31 I 14'-8' 32 5'-4' 33 J T-1- 33 J 3' 6' 5--1 33 J 10'$" 33 J 14'-8' 35 NOTE: FOOTNG SHOWN REPRESENTS LENGTH OF THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SWILL BE FOOTNOTE: 'SAMPLE' EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS WHERE SLAB OCCURS. CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE B MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES SKr_ 10 FOR ArrACHFn A FRFFSTANr1Ne OOVFRS WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B a C. E.N. t0AVM14 TOM CAMPBELL d ASSOCIATES. INC. LATTICE POST SPACING TABLE LIVE LOAD = 10. m a ?d SYSTEMMFG. DURALUM PRODUCTS, INC. IAP►q ER! 0196 DATE SCALE: NONE N COMMERCIAL AND RESIDENTIAL STRUCTURAL ENdNEERING FREESTANDING AND ATTACHED pd HOR2 WIND M ALPINE AVE., SACRAMEKTO, SHEET 30 OF 33 [916)462-Ml REv15W RANCHO CUCALK*JGA CA (961) 741-2107 • t 6 L L MPH 90.100 a 110 MPH FAX 4011519 5'- 4' is 12' OR LESS J F R E E TMIM'M JJ36 110 MPH "HC FTG. OL -ID ,.POST.ING^ :IAN): (IN.) POST TYPE (SPAN) (IN.) TYPE Y E 19'-9' 90 MPH 9'-2' 37 !3'ANDING 100 MP 37 SHEET 31 OF 33 35 J 18'-T' 36 F 1. 36 16'-4" 38 • 34 J 1T-8• 37 F 39 FREESTANDING ATTACHED 20'-7 15'-6" " 34 J 16'-7' 3 MAX.POSTk34 35 MIN. MAX.POSTR3122'-9" 14'-8" 40 AX.POST FTG. MIN. MAXPOST FTG. MIN. J ~ SPACING POST 6, SPANG (IN.) G CIN.) TYPE 0 9' (SPANG TYPE (SPANPOST 21'-10' 32 25' 10" 22'-1" 26'-0" F 21'-1" 5'-0 35 J22'-8" 25'-1' 32 2 E 5 J 24'-9" 36 J 24'-10'23' z T 8" 37 J 21'-1" 34 20'-1" 36 23'-22 19'-2' J 23'-22 19'-2' 2'-21 3536 17-6' 22'- p"-9. 335 F 2, 6' 7" I 9. 3335 F -8" 3335 J 19110, 3537 F 19'-118'-0. 3536 21'10" 32 1 22'-1' F a 1'-1" 34 21-3 342 Z -9' '" J 21'-1"20' 1" 3s 19'-2" 36F20'-6" 9. 19'-4" 32 I 20'-7 19'-6' 34 9'-9" 33 J 19'-1 356 F F 18 -01 ''33J J 19'-9"18'-9' 3739 F 35 18'-0" 37 18'-T 36 9' 19'-4* 3133 I 19'-6 8 X36 F 18'-8* 3335 J 18'-9 r-0" 3638 F 1 W 6" J -7' 18'-0" -9. F 17'x' 32 1 IT -9' J F " 31 1 18'-6" 34 F 1T-8" 32 I 1 T-9" 36z 17' 8- 1 T-7 FT' 33 J 17'-8" 37 16'-2" 16'-10" 34 J 16'-2" 38 14'-8' 4o 30 I 1T 8" 35 F 16'-10" 32v J 16'-10' 32 F 17'-0' 11' .n• F 16'-3 5 I , _, " 37 15'-1 a"-0" ,N;_,' as ,s,a' 39 5'- 4' is 12' OR LESS J . JJ36 110 MPH FREESTANDING ATTACHED FTG. 1T g q.P10NSGT FTG. ,.POST.ING^ :IAN): (IN.) POST TYPE (SPAN) (IN.) TYPE 35 E 1 J . JJ36 )' 9' 38 E, 18 10' 3s " 35 J 19'-9' 36 F 9'-2' 37 23' 1 T-6" 37 SHEET 31 OF 33 35 J 18'-T' 36 F 1. 36 16'-4" 38 • 34 J 1T-8• 37 F 39 36 20'-7 15'-6" 39 " 34 J 16'-7' 38 F 6'-2" 35 E 14'-8" 40 J 33u 3335 F 3 F . C. All J 21' 48'-10" , " " 1 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CURED FOOTING SIZE MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE'FOOTING TABLES . - FOOTNOTE:-SAMF'Lt- FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C AnnITIONAt_ FOOTNOTE_ WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. EXP. B & C 20# L.L. 25'-24.9" 3436 LNE Lam' ' 126-0:---4 3033 E, 25 3s J 25: 22 3234 E 24'-1"22'-8" 3 J 23' X35 E SHEET 31 OF 33 51 REVISED BY; Rµ O , (p51) 7!1.2107 J 1. 1519TUb — 23'-8' , 8" 39 K 20'-7 23'-22.7 3335 23'-22,-9. 3134 E 2Z-9*21 J 22'.10' 3335 F 22'-0.20'-9• 3638 J 21' 48'-10" X36 6, J F -8"3s 0 9' E 21'-10' 32 1 22'-1" 32 F 21'-1" 34 J 21'-3" 34 F 20'-4" 5 J 19' 9" 36 F z T 21'-0" 34 J 21'-1" 35 20'-1" 36 19'-2' 36 19'-2' 37 17-6' 37 20'-6" 3233 I 20 19'-9. 3335 F 19'-9 8 3335 J 19110, 3537 F 19'-118'-0. 3536 J 18'-7"16' 3638 F a 8. -T• J -9' -0" d" 9. 19'-4" 31 1 19'-6' 34 F 18'-8" 33 J 18'-9" 36 F 18 -01 X36 J 1 T-615 3739 F 33 J 18'-T 36 1 T 9" 35 1 T-0' 38 T-0' -6" 18'-0" 34 F 17'x' 32 1 IT -9' 36 F 1 T-1 " 34 J 16'-7 38 F 10 1 T-7" 17' 8- 37 16'-10' 34 J 16'-2" 38 16'-2' 35 14'-8' 4o 17'-6" Pl 1T-8' 35 F' 16'-10' 32 J 17'-0' 37 F 16'-3 5 2H J 15'-1 a"-0" 38 F 11' 16'-9" 16'-10' 37 16'-1' 34 15'4' 39 d" 0 16'-9' 6'-10' 35 F 16'-2" 32 J 15'-84 F 15' 7 J 1 F 3 3 4 F 12' 16'-1" 15'-7" 37 15'-0" 34 -9"3739 4-9 36 " 13' 16'-2" 30 J 15' 8" 35 F 15'-7" 32 J 15' 1" 37 F 15'-04 3436 J 14' 2 4 41 F 15' 6" 33 15'-0" 38 14'-9" 35 14'-2" 40 -2" -10' NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CURED FOOTING SIZE MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE'FOOTING TABLES . - FOOTNOTE:-SAMF'Lt- FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C AnnITIONAt_ FOOTNOTE_ WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. EXP. B & C 20# L.L. LNE Lam' ' PATIO COVER SYSTEM BY: DRAWN BY: EN. TOM CAMPBELL d ASSOCL4TE3, INC. pOgT gp i jp TAgN p 10, 20 8 30 peN INC.MFG. DURALUM PRODUCTS, IN IAPMO ERt 0105 DATE: t0A1lt012 SCALE: NONE - T-.-ERCtAL AND RESIDENTIAL STRUCTURAL ENOINEERINO FT NO AND ATTACHED WIND liE9 ALPINEAVE., CA 85825 SHEET 31 OF 33 ` REVISED BY; Rµ O , (p51) 7!1.2107 20 / LL 00.110 MPH HORIL 1519TUb — 7" I -BEAM W/ (2) "C" SPLICES 12' OR LESS EXP. B & C FREESTANDING & ATTACHED SOLID COVERS 20# L.L. 30'-1' 35 POST yp Dj+G TABtE 30'-2' 32 90 MPH 29'2' 37 J 100 34 MPH 27'-10' 38 2T-2' 35 K 110 MPH SHEET 32 OF 33 5 28'-9' 37 j o 28'-10' 34 FREESTANDING 2T-7' 39 ATTACHED 26'-4' FREESTANDING ATTACHED FREESTANDING ATTACHED 27-6, 34 K3 2T-26-4. 3335 MAXPOST FTG. rG N. MAX.POST FTG. MIN. MAXPOST G MIN. >MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. ~ 25'-2. ACING SPT (I"') 7 N NPE SPACING (IN.) E (IN.) (IN.) 25'-7' 34 F 24'-7• 35 J (SPAISPACINN ( TYPE (SPAN) TMSPOST (SPANSPACIN) •) Z (SPAN 24'x' 35 (SPANG TYPE (SPAN)POST TYPSE 22'-3' 38 30'-0' 35 J 30'-1' 32 F 29'-0' 37 J 29'-2' 34 F J 2T-2" 35 K F F 5' '9• 37 28'-10" 34 22'-9' 35 27'-r 39 22'-10 37 26'-4" 36 0'-10" 24'-W 37 20'-10 3a 19'-0' 40 3436 J2T 3335 22'-7" 35 26' X38 J26 J 337F 37 20"3 J 24 21'-10" 3638F F F- 6,2T26,-3. 21'-7' 38 26 • 20' r 36 25'-2" 19'-8" 24'-1. 19'-8• 37 1 T 41 K 21'-3' 32 25 :35 F 20'-r 34 F 24 3537 J 24'' 3638 F J 23 3739 F ` 20'-7• 39 Z 7' 24'-4' J25 24,-0.3436 23'-3. 3. 20'-4' 32 K 20'-3" F 19'-r 33 Q 19'-9" 8 23' 9' 33 J 24'-0' 35 F 23'-0" 35 J 23' 1" 37 F 22'-2' 36 21'-6' 38 J F 41 22'-9- 39 22'-10 37 21'-s' 36 J 20-10' 39 18 = 3336 20'-10 38 19'-0" 40 3 F 18'-; T-1. 3538 J 17'- s 4143 F 9' 22' 6' 33 • 22'-7' 35 F 21' 8" 34 J 21' 9' 37 F 20'-10' 35 20'-3' 39 J F J rl3' 21'-6' 34 J 21'-T 38 F 20'-7• 36 J 19 8" 3s F 19'-8' 37 1 T-10' 41 Ur 10' 3234 21'-20 J 21%6'20.-r 3 3g F 3435 20'-; 9 I 20 88 38 F 19'-98 3537 40 J 19'-17 F Z_ -4' 7 J -W -6' -0" 1 20'-4• 32 20'-6" 37 F 19'-r 33 J 19'-9' 39 F 18' 10" 35 J 18'4' 40 F (A 11' 19-6' 33 J 19'-r 39 18'-8- 35 1 T-10' 41 1 T-10 37 16'-3' 42 19'-6' 32 J 19'-7" 37 F 18'-9" 33 J 18'-10' 39 F 18'-1' 35 1T 7' 41 J F 12 18' 8' 34 18'-s' 40 17'-10' 36 1 T-1 • 41 1 T-1 • 38 15'-7" 43 18'-9' 32 18'-10" 38 18'-1' 34 18'-2' 40 17' 4' 36 17'-0" 42 J F 13' , R,11. J , R _, - ao F , r_2• 3s J 1 s'-0" a2 F 16'-6• 38 15'-0' 43 NOT FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB, WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOITFNG TABLES FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B --[a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. Amy DRAWN BY: E.N. 30'-1' 35 POST yp Dj+G TABtE 30'-2' 32 F 29'2' 37 J 29'-2' 34 F 27'-10' 38 2T-2' 35 K F SHEET 32 OF 33 5 28'-9' 37 J 28'-10' 34 HORIL 2T-7' 39 K 26'-4' 3s 26'-4" 40' 24'-0' 37 27-6, 34 J 2T-26-4. 3335 F 26' 3638 J 26'-g*24'-1' -35 F 25' 3739 J 24 36 F 61 '-3' 6 25'-2. 7 24'-1. K 21-10" 3e 25'-6' 34 J 25'-7' 34 F 24'-7• 35 J 24'-8" 36 F 23'-8" 37 J 23'-0' 37 F Z , 24'x' 35 24'-6' 36 23'-3" 37 22'-3' 38 22'-3• 39 K 20'-3' 39 Q23'-9• 8' 33 24'-0' 35 23'-0' 35 J 23' i' 37 F 22'-2" 36 21'-6' 38 J F 22'-9' 35 J 22'-10 37 F 21'-9' 36 0'-10" 39 20'-10 3a 19'-0' 40 9' 22'-6• 33 J 22'-7" 35 F 21'-8' 34 J 21'-9" 37 F 20'-10" 35 J 20'-0• 3s F F- 21'-6• 34 21'-7' 38 20' r 36 19'-8" 39 19'-8• 37 1 T 41 21'-3' 32 21'-6' 36 F 20'-r 34 J 20'-8" 38 F 19'-9" 35 19'-3' 40 J F 10 20'-4• 34 ` 20'-7• 39 19' 7" 35 16'-8• 40 16'-8• 37 17'-0' 41 20'-4' 32 20'-6" 37 F 19'-r 33 J 19'-9" 39 F 18'-10" 35 J 18'-4' 40 F 11' 19'-6' 33 J 19'-7' 39 18'-8' 35 17'-10• 41 1 T-10 37 16'-3" 42 19' 6 8 3234 J 19 - 3 F 18 = 3336 J 18' 3 F 18'-; T-1. 3538 J 17'- s 4143 F 12' • 18'-9' 40 T 10. 1 T-1' 41 -7. rl3' 18'-s' 32 J 18'-10" 38 F 18'-1 • 3a J 18'-2• 4o F 1 T 4' 36 J 17'-0• 42 F 18'_w 34 18'-1" 40 1 T-2" 36 , - 16-6 42 16'-6' 38 15'-0• 43 NOT FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB, WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOITFNG TABLES FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B --[a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. Amy DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. POST yp Dj+G TABtE LIVE LOAD • t0. 20.1 0 PATIO COVER SYSTEM INC.MFG. BY: DURALPIN PRODUCTS, IN IAPMO ER! Otos DATE IMInD12 SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL F.NOMEERINO FREESTANDING AND ATTACHED WIND D s2Eo ALPINE AVE., SACRAMENTO. HTO. CA SHEET 32 OF 33 REVISED BY: RANCHO CUCJIMgNGA CA (861) 7414107 20 { LL 00.110 MPH11916)4U.M1 HORIL vAr FAX 1031510 mm a ATTACHMENT DETAIL,FOR INSULATED STRUCTURAL SANDWICH PANEL I WIND DESIGN S.M.S 90 MPH #14 A 12' O.C. 100 MPH #14 10' O.C. 110 MPH #14 ® 6'O.G. NOTE: #14 SMS SHALL HAVE A MIN. 1' PEN. INTO HEADER HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. E.S. AND/OR IAPMO E.S. LISTED UNDER 2009 IBC, 2009 IRC AND/OR 2010 CALIF. BLDG. & RESIDENTIAL CODES. OPTIONAL DECORATIVE FASCIA #14 S.M.S. ( WOOD, ALUM. OR HAROBORD) PANEL TO HEADER BEAM CONN, SEE TABLE ABOVE' EXTRUDED : '7 'IR3' GUTTER" WALL FASTENERS SEE TABLE SHEET 9 (AS SHOWN IN THIS I PANEL TO PATIO ENCLOSURE CONN. #14 S.M.S. SEE TABLE ABOVE' 'UL OF INSULATED ROOF PANEL INSULATED ROOF PANEL TO APPROVED TO APPROVED BEARING WALL SYSTEM NON-BEARING WALL.SYSTEM EXTRUDED DRIP EDGE -" - ALUKALLOY 6063-T6 T=.060' 3:200' FOR APPROVED OR 4.450' 3'OR4Y' INSUL. ROOF PANEL ALL FASTENERS SEE NOTE BELOW SEE TABLE SHEET 9 --- 3' OR 4.25' HANGER CHANNEL OPTIONAL RAIN GUTTER \tfk\A54P. » J BEAM HEADER ( / (AS SHOWN IN THIS REPORT) I/ OPTIONAL NONSTRUCTURAL FASCIA NOTE: THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST BE ICC -ESR 1230 EVALUATION REPORT AND/OR DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS COMPLYING WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE AND/OR 2010 CALIFORNIA BUILDING CODE AND 2010 CALIFORNIA RESIDENTIAL CODE WHICH MUST BE SUBMITTED WITH THE DURALUM PATIO COVER DRAWINGS INDICATED IN THIS REPORT. NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: E.N. DATE: 10018012 TOM CAMPBELL & ASSOCIATES', INC. ., INSULATED ROOF LIVE LOAD a 10, 20 a w p■1 ' DURALUM PRODUCTS, INC. U1PM0 ERN 0105 SCALE: NONE COMMERCIAL AND RE810EHTUL STRUCTLRK ENGINE PANEL CONNECTIONS NORIZ WIND 5289 KPINE AVE- SACRAME7lTD, G 96528 REVISED BY: RANCHO CUCAMONGA CA (951) 741,2107 90.100 a 110 MPH (915) 462.7021 FAX 4011519 t■b"Oi+Wn.Oom SHEET 33 OF 33 0--N US+ bt LkV YT V%-r-L-kCA Golf CA )Or -bAA) Ing., vi Geo V, k4l -5 70t vi i22 C b n A-i.k w Y -L AA- mwtfi ru,Z I 1, o Dantor Construction Martinez / La Quinta paluma 1p) h 9 CITY OF LA QUIfVTA BUILDING R SAFETY DEPT. APPROVED I DATE SKETCH/AREA TABLE ADDENDUM APNTF 773141007-2 DEV/PLAN CUSTOM ADDRESS 51615 AVENIDA MARTINEZ CITY LA QUINTA COUNTY RIVERSIDE STATE CA ZIP 92253 PERMIT # PLAN/MEASURE RE -DRAWN FROM BUILDING RECORD DATE DRAWN JUNE 11, 2002 APPRAISER NO. MBAKER PROPERTY OF RIVERSIDE COUNTY ASSESSOR 25.0' 12.0' 0 0 (V CCP 1/3 First Floor 1/1 N "' 240.0 sf M 800.0 sf 25.0' r AREA CALCULATIQ.NS. Code Description F..actdr. SUMMARY Size Perimeter Totals GBAl First Floor 1/1 1.00 800.00 114.0 800.00 CCP1/3 CCP 1/3 1.00 240.00 64.0 240.00 TOTAL BUILDING (rounded) 800 Scale: 1 = 12 BUILDING AREA BREAKDOWN Breakdown Subtotals First Floor 1/1 25.0 x 32.0 800.00 1 Area Total (rounded) 800 AV LA SOFTWARE 800-858,9958 Apx7100.w Apexll RIVERSIDE COUNTY ASSESSOR Parcel No. Q„ 3 —' 00 CAP RESIDENTIAL BU ILDIMP Q P 1A NO.YQ_ Legal Description: Lot Tract Situs /-:!-L: Alle4 JPVaL , Addrif,A&7- 9a+n Class /y426 /-+RESIDENTIAL Foundation Structural Concrete R Frame ❑ C.B. ❑ Box ❑ Piers ❑ C.B. ❑ Wood ❑ Brick ❑ Brick ❑ Stone ❑ Mudsill ❑ ❑ ❑❑ ❑ BUILDING DESCRIPTION Exterior Roof Roof Cover Windows A Stucco Q Peaked ❑ Camp. Shgle. Metal ❑ B&B ❑ Flat ❑ Rock ❑ Wood ❑ Veneer ❑ Shed ❑ Shake ❑ Sliding ❑ Siding ❑ Mansard ❑ Tile QZ Fixed ❑ Shgle. ❑ Boxed Eaves ❑ Shgle. Ek Csmt. ❑ ❑ ❑ Comp. Roll ❑ D ❑ likGravel . sr Pm ❑ RESIDENTIAL EXTRAS CONSTRUCTION RECORD Year R&O Garb. Disp. Dishwasher Tr. Compactor Inter-com ;Tafel Floor Htr. i Wall Htr. For. Air Furn. Air Conditioning Ht. Pump !E . CP,ri Total Fireplace /— Fireplace Ex. Plmb. No. For Date Amt. .0— INTERIOR DETAIL All Ent. H. Liv. Rm Din. R. Fam. Bed Bed Kitch. POOL/SPA Description Year Built Dimensions L F Pool Extras Amount Fir. Cover 1% r Walls - i/ Ceiling , 0'0 Total No. Fir. Cover Walls Ceilidgs• WC LA TUB St. Show. O.T. Show. GI. Dr. Finish ❑ Slide ❑ Heater ❑ . ❑ Total BathRms Itchen 10rain Bd. & Cab. Top: Type:. _ I LF Up. Cab. LF Low Cab. LF GARAGE -CARPORT DESCRIPTION' REMARKS 2 Structure Dimensions I Area 11 Foundtai ristr. Exterior I Interior Floor Unit Cost Yr. 81t. . MISCELLANEOUS STRUCTURES Item No Structure Foundation .Exterior1 Roof Interior Ex. Plumb. Floor Yr. Bit. Dimensions Area Unit Cost RCN %GD RCLD AreaU nit Cost RCN %GO RCLD TOTAL TOTAL YARD IMPROVEMENTS Item No Structure Foundation Exterior Roof' Interior Floor Yr. Bit. Dimensions Area Unit Cost RCN Area Unit Cost RCN Area Unit Cost RCN TOTAL TOTAL TOTAL s PARCEL HISTORY Assessment Yr. - VCC Appraiser - Dated LandJRo - Improvements T&V _ Total ®(' F112-0575 REV. 4/77 -ef st