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14-0089 (PAT)4 P.O. BOX 1504 40" 78-495 CALLE TAMPICO j LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 14-00000089 Property Address: 49450 BRIAN CT APN: 602-290-038- - - Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 5586 Applicant: Architect or Engineer: C6WG t, ------------------ 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: D03 License No.: 83�t5�140 Date: Contractor: JqV 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 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 _ 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. , BAP.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: SOULE MICHEAL & VICKI 49450 BRIAN COURT LA QUINTA, CA 92253 ( Contractor: ATLAS AWNING & SCREEN, INC. 754 S. WILLIAMS ROAD PALM SPRINGS, CA 92264 (760)327-8466 Lic. No.: 835140 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/29/14 ----------------------------------------------- WORKER'S COMPENSATION DECLARATION hereby affirm under penalty of perjury one of the following declarations: 1 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 EVEREST NATL Policy Number 7600004167121 _ 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 be ome subject to the workers' compensation laws of California, and agree that, if I should beco su ject to the workers' compensation provisions of Section 3700 of the Labor C e I shall, or with e -provisions. Date: Applicant: WARNING: FAILURE TO SECURE ORKERS' 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 df 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 building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Date: Signature (Applicant or Agent): Application Number . . . . . 14-00000089 Permit . . . PATIO COVER 2013 Additional desc . Permit Fee . . . . 95.81 Plan Check Fee .00 Issue Date Valuation . . . . 5586 Expiration Date 7/28/14 Qty ' Unit Charge Per Extension 1.00 95.8100 EA MISC PATIO COVER, STD : 95.81 ------------------------- Notes and Comments 14' X 30' ALUMAWOOD PATIO COVER 2012 IBC 2012 IRC 2013CBRC PER APPROVED PLANS.TOTAL 420 SQUARE FT. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, PATIO COVER 94.38 STRONG MOTION (SMI) - RES .56 ,Fee summary Charged Paid Credited ----------------- Due ---------------------------------------- Permit Fee Total 95.81 .00 .00 95.81 Plan Check Total .00 .00 .00 .00 Other.Fee Total 95.94 .00 .00 95.94 Grand Total 191.75 .00 .00 191.75 LQPERMIT Bin # City of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico L3 Quinta, CA 92253 - (619) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: Owner's Name: t &CL4g-4 A. P. Number: Address: Legal Description: City, ST, Zip: Contractor: N Telephone: ne: Address:G S Project Description: City, ST, Zip:3QL T ele hone: P — —L State Lic. # : f 10 Arch., Engr., Designer: City Lic. #: Address: City, ST, Zip: Telephone: Con tructt 'on Type: Occupancy: Lic. Project P a (circle one tY Add'n Alter Repair DemooState Name of Contact Person: — f Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Projec APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Coles. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Grant Deed Plans resubmitted Mechanical School Fees 2a° Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Planning Approval Plans picked up S.M.I. Pub. Wks. Appr Plans resubmitted Grading H.O.A. Approval '^' Review, ready for corrections/issue Developer Impact Fee Called Contact Person A.I.P.P. F_ Date of permit issue Total Permit Fees I 24 M. j7p"..� Amerimax Exterior Home Products AlumawoodTM Patio Cover, Carport and Commercial Structure Engineering 2012 IBC :PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2012 GENERAL NOTES GN02-2012 2 PAGES SC01-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS 4 PAGES LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4 PAGES LATTICE 2.0 POST SPACINGS. FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS 4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 4 PAGES LT01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES LT02-2012 LT03-2012 LT04-2012 2 PAGES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 10 PAGES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS 10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 4 PAGES NP01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS i NP02-2012 NP03-2012 NP04-2012 9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS CD02-2012 CD03-2012 CD04-2012 CD05-2012 CD06-2012 CD07-2012 CD08-2012 CD09-2012 10 PAGES Misc1a-2012 MISCELLANEOUS DETAILS Misc1 b-2012 MISCELLANEOUS DETAILS Misc2-2012 FAN BEAM DETAILS Misc3-2012 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES Misc4-2012 7.0 FOOTING AND SLAB ATTACHMENT TABLES Misc5a-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Misc5b-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Misc6-2012 7.0 FORCES ON EXISTING STRUCTURES Misc7-2012 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS 'Misc8-2012 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS OCT 02 2013 I September 29, 2013 , r. GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2010 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. 3. DESIGN LOADINGS: Ct = 1.2, 1 = 1.0, Ce = 1.0 (ALL EXPOSURES EXCEPT B AND C WHEN LOCATED TIGHT AMONG CONIFERS) GROUND SNOW LOAD DESIGN LOAD 10 PSF 10 PSF LIVE LOAD ONLY 20 PSF 20 PSF LIVE LOAD ONLY 25 PSF 21 PSF DESIGN ROOF SNOW LOAD 30 PSF - 25.2 PSF DESIGN ROOF SNOW LOAD 40 PSF 33.6 PSF DESIGN ROOF SNOW LOAD 60 PSF 50.4 PSF DESIGN ROOF SNOW LOAD FOR 0.25/12 < SLOPE < 1/12 WIND SPEEDS IN THE 2012 IBC ARE "ULTIMATE DESIGN WIND SPEED". ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR RISK CATEGORY II. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER ASCE7-10 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT LEAST 1500 FT. EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE AND OTHER) DO NOT. SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2012 IBC FIGURE 1613.3.1 (1) Ss > 150% ARE NOT REQUIRED AS PER ASCE7-10 12.8.1.3 S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTING SYSTEM POSTS EMBEDDED INTO FOOTINGS =ORDINARY STEEL MOMENT FRAME » R = 1.25 POSTS SURFACE MOUNTED = GENERIC SYSTEM » R= 1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A CONCENTRATED 300 LBF LOAD. THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED IN IBC SECTION 1605.3.1.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING WIND OR SEISMIC FORCES. ICC ESR1398 (2012 IBC) 9/29/2013 4. THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: a. GENERAL NOTES (2 PAGES) b. STRUCTURAL CONFIGURATIONS (1 OR 2 PAGES) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD e. ALL APPROPRIATE DETAILS f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 5. CONCRETE MIX: Fc=2500, 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2 OF THE 2012 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750# OR LESS AND THE FROST DEPTH IS ZERO. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6" OF POSTS. POSTS SHALL BE SE'r BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A SLAB. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL AS PER TABLE 1806.2. ALLOWABLE FOUNDATION PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED PER IBC SECTION 1806.3.4. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. THE BUILDING OFFICIAL MAY ASSIGN A LOAD BEARING CAPACITY. UNITS IN SNOW/LIVE LOAD AREA OF 25 PSF OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/O ADDITIONAL ENGINEERING. MINIMUM FOOTING DEPTH IS THE LOCAL FROST DEPTH. 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF MOTOR VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 8. AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) OF COVER SHALL BE LESS THAN 30'. 9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90, A123 G45 OR A153 B-3, PAINTED ASTM q /�5 OR USE AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. MAY BE SUBSTITUTED FOR 3004H3x. Page 2 of 66 *. ZZC VO 2095_. n m rima \28921 US Hwy 74 g. g r �b15 Romoland, CA 92585 // EXTERIOR HOME PRODUCTS GI J1. �P CALIF? CMP UKAWINU OCT 02 2013 NONE OR PARTGENERAL NOTES DA DRAWING SHEET ENGINEERS STAMP OR PART GN01-2012 1 OF 2 All l\IQC� 3'X8' ALUM HEADER 3'X8' STEEL C DOUBLE ALUM HEADER DOUBLE STEEL C BEAM LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER MIN 3.5' CONCRETE SLAB I REQ'D W/ CONSTRAINED I FOOTINGS 1I SINGLE SPAN ATTACHED LATTICE STRUCTURE O'HANG PROVIDEAIN MULTISPAN UNITS REFER TO GENERAL NOTE 22. MULTISPAN FREESTANDING LATTICE STRUCTURE VERHANG FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESRIIM (2012 IBC) 9/29/2013 TRIBUTARY WIDTH (TW) DIAGRAM TW w Page 5 of 66 OCT 02 2013 ENGINEERS STAMP MAX. RAFTER SPAN (CLEAR SPAN) TWO OR MORE SPANS l2"x6.625", 3'x8" OR 3"x3' ALUM. RAFTERS OF CLEAR SPAN PLACE 3f8" OX 9" 139 7° — SEE SCHEDULE FOR SIZE yt 6 30- 15 DETAIL L29 ONLY CAL1F0� 1 t D C 5 13 r28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland, CA 92585 'CMP 91C,— DRAWING NONE OR ALUMAWOOD STRUCTURAL CONFIGURATIONS WING SHEET NUMeE�RT SCO2-2012 2 OF 2 V MAXIMUM _ p�l� RAFTER OVERHANG GOON S� �pJ� AGF IS 25% OF CLEARSPAN LATTICE OVERHANG 36' MAX (� 24' MAX FOR 30 OR o'er' PSF SNOW LOAD OR HIGHER POST HT. % � 91 J o �°Q 3"x 8"x 12 or 16 GA, � OR BEAM W� DETAIL. 'L18'. Qps�� 6 DETAIL S ATTACHMENT TO MIN 4' MIN 3.5' CONCRETE SLAB REQ' ss�ti CONCRETE SLAB W/O FOOTINGS W/ CONSTRAINED FOOTINGS MAY BE USED WHERE PERMITTED SEE SCHEDULE FOR SIZES SEE SCHEDULE DETAIL L29 ONLY .y 'd" SEE SCHEDULES P E N UN�1 VARIES. PROSECTION FASCIA 100% OF � MIN. LENGTI� _ 2'x6.625', 3'x8' OR 3'x3' ALUM RAFTERS HEADER MAX COVER PANEL LATTICE: OVERHANG 25% POST SEE DETAIL L3 SPACING w x 1� MIN 3.5' CONCRETE SLAB MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED "d REQ'D W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR -- — FOOTINGS FOOTING SIZE " ' "d" SINGLE SPAN FREESTANDING SINGLE SPAN ATTA00 CANfIWDED STRUCTURE LATTICE STRUCTURE VERHANG FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESRIIM (2012 IBC) 9/29/2013 TRIBUTARY WIDTH (TW) DIAGRAM TW w Page 5 of 66 OCT 02 2013 ENGINEERS STAMP MAX. RAFTER SPAN (CLEAR SPAN) TWO OR MORE SPANS l2"x6.625", 3'x8" OR 3"x3' ALUM. RAFTERS OF CLEAR SPAN PLACE 3f8" OX 9" 139 7° — SEE SCHEDULE FOR SIZE yt 6 30- 15 DETAIL L29 ONLY CAL1F0� 1 t D C 5 13 r28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland, CA 92585 'CMP 91C,— DRAWING NONE OR ALUMAWOOD STRUCTURAL CONFIGURATIONS WING SHEET NUMeE�RT SCO2-2012 2 OF 2 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024"x2"x6.625" Rafter rSinnIP Snanl 0.032"x2"x6.625" Rafter rSinale Snan1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C psf) in 115 130 115 120 10 24" 8'-7" 8'-7" 8'-7" 8'-7" LIVE 20" 10'4" 10'4" 10'-4" 10'-0" 20 16" 12'-9" 12'-8" 12'-0" 11'-4" LIVE 12" 15'-0" 14'-9" 13'-11" 13'-3" 20. 24" 4'4" 4'-4" 4'-4" 4 -4 - LIVE 20" 5'-2" 5'-2" 5'-2" 5'-2" 30 16" 6'-0" 6'-6" 6'S" 6'-6" 12" 8'-T' 8'-7" 8'-7" 8'-7" 25 24" 4'-2" 4'-2" 4'-2" 4'-2" 20" 4'-11" 4'-11" 4'-11" 4'-11" 60 16' 6'-2" 6'-2" 6'-2' 6'-2" 12" 8'-3" 8'-3"' 8'-3" 8'-3" 30 24" 3'-5" 3'5" 3'-5" 3'-5" 20" 4'-2" 4'-2" 4'-2" 4'-2" 16" 5'-2" 5'-2" 5'-2" 5'-2" 12" 6'-10" 6'-10" 6'-10" 6'-10" 40 24" 2'-7" 2'-T' 2'-T' F7- 20' 3'-1" 3'-1" 3'-1" 3'-1" 16" 3'-10" 3'-10" 3'-10" 3'-10" 12" 5'-2" 5'-2" 5'-2" 5'-2" 60 24" 1'-9" 1'-9" 1'-9" 20" 2'-1" 2'-1" 2'-1" 2'-1" 1 16" 2'-T' 2'-7" 2 2'5" 12" 3'-5" 3'-5" 3'-5" 3'-5" TABLE 1.1 A n24"x2"x6 699" Raftor W, d i—nl Ground . Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C ps in 115 130 115 120 10 24" 6'4" 6'-9" 6'-9" 6'-9" LIVE 20' 7'4" 7'-9" 7'4" 7'-9" 20 16" 17'_11. 17•_11" 17'-4" 16'5" LIVE 12' 11'-1" 11'-1" 11'-1" 11'-1" 20 24" 3'-10" 3'-10" 3'-10" 3'-10" LIVE 20" 4'S" 4'-6" 4'-6" 4'.6- 30 16' 5'-5" 5'-5" 5'-5" 5'-5" 12.. 6._9" 6,_9" 6,_g. 6,_9. 25 24" 3'-8" 3'-8" 3'-8" 3'-8" 20" 4'-3"' 4'-3" 4'-3" 4'-3" 60 16" 5'-2" 5'-2" 5'-2" 5'-2" 12 6'-6" 6'-6" 6'-6" 6'-6- 30 24" 3'-1" 3'-1" 3'-1" 3'-1" 20" 3'-8" 3'-8" 3'-8" 3'-8" 16" 4'-5" 4'-5" 4'-5" 4'-5- 12" 5'$" 5'-8" 5'-8" 5'-8" 40 24" 2'-5" 2'S" 2'-5" 2'-5- 20" 2'-10" 2'-10" 2'-10" 2'-10" 16" 3'S" 3'-6" 3'-6" 3'-6" 12" 1 4'-5" 4'-5" 4'-5" 4'-5" 60 24' 1'-7" V-7" 1'-7" 1'-7" 20" V-11" V-11" 1'-11" 1%11" 1 16" 2.5.1 2'-5" 2'-5" 2'5" 12' 3'-1" T-1" 3'-1" T-1" TABLE 1.6 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C ps in 115 130 115 120 10 24" 14.-8" 14'-8" 14•_2" 13'-6" LIVE 20" 16'-1" 16'-1" 15'-6" 14'-10" 20 16" 17'_11. 17•_11" 17'-4" 16'5" LIVE 12" 20'-6" 20'-6" 19'-11" 19'-0" 20 24" 7'-5" T-5" 7'-5" 7'-5" LIVE 20" 8'-11" 8'-11" 8'-11" V-11" 30 16" 11'-1" 11•_1" 11•_1" 11•_1" 12" 14'-8" 14'-8" 14•-8„ 14'-8" 25 24" T-1" 7'-1" T-1" T-1" 20" 8'S" 8•-&' 8•-6" 8.-6" 60 16" 10'-7" 10'-T' 10'-7" 10'-T' 12" 14'-0" 14'-0" 14'-0" 14'4" 30 24" 5'-11" 5'-11" 5'-11" 5'-11" 20" 7'-1" 7'-1' 7'-1" 7'-1" 16' 8'-10" 8%10" 8'-10" 8'-10" 12" 11'-9" 11'-9" 11'-9" 11'-9" 40 24" 4'-5" 4'-5" 4'-5" 4'-5" 20" 5'-4" 5'-4" 5'-4" 5'-4" 16" 6'-8" 6'-8" 6'-8" 6'-8" 12' 8'-10" 8'-10" V-10" 8'-10" 60 24" 3'-0" 3'-0" 3'-0" 3'-0" 20' 3'-T' 3'-7" 3'-7" 3'-7" 1 16" 4'5" 4'-5" 4'-5" 4'-5" 12" 5'-11" 5'-11" 6-11" 5'-11" TABLE 1.2 0.032"x2"x6625" Rafter Miltisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 24" 10'-3" 10'3" 10'-3" 10'-3" LIVE 20" 11'-7" 11'-7" 11'-7" 11'-7" 20 16" 13'-5" 13'-5" 13'-5" 13'-5" LIVE 12" 16'-0" 16'-0" 16'-0" 16'-0" 20 24" 6'-1" 6'-1" 6'-1" 6'-1" LIVE 20' 7'-0" 7'-0" 7'-0" 7'0" 30 16" 8'-4" 8'-4" 8'-4" 8'4" 12" 10,_3" 10'3" 10,_3" 10,_3' 25 24' V-10" 6-10" 5'-10" 5'-10" 20" 61-91, 61.9" 61.9. 6._911 60 16" 8'-0" 8'-0" 8'-0" 8'-0" 12" 9'-11" 9'-11" 9'-11" 9'-11" 30 24" 5'-0" 5'-0" 5'-0" 6-0" 20" 5'-10" V-10" 5'-10" V-10" 16" 7'-0" 7•-0" 7•_0" r -o- 12" 8'-8" 8'-8" 8'-8" 8'-8" 40 24" T-11" V-11" 3'-11" T-11" 20" 4'-7" 4'-7" 4'-7" 4'-7" 16" 5'-7" 5'-7" SW" 5'-7" 12" 7'-0" 7'-o" 7-0" 1 7'-0" 60 24" 2'4" 2'-9" 2'-9" 2'-9" 20" 3'3" 3'-3" 3'-3" 3'-3" 1 16" 3'-11" T-11" 1 3'-11" 3'-11" 12' 5'-0" j 5'-0" 5'-0" V-0" I AbLt l./ n o40"x2'1,6 621" Raftor /SinnlP Snanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C 1 ps (in) 115 130 115 120 10 24" 18,_2" 18•_2•, 18'_2" 17'-7" LIVE 20" 19'-10" 19'-10" 19'-7" 19'-0" 20 16" 22•_1" 21'-8" 21'-0" 20•_5•, LIVE 12" 25'-3" 23'-8" 22'-11" 22'-3" 20 24" 11'-3" 11'-3" 11'-3" 11'-3" LIVE 20' 13'-5" 13'-5" 13'-5" 13'-5" 30 16" 15'-10" 15•_10" 15,_10. 15•_10" 12" 18'_2„ 18'-2" 18•_2,• 18,_2•, 25 24' 10'-8" 10'-8" 10'-8" 10'-8" 20" 12'-9„ 12._9" 12,_9" 12•_9„ 60 16" 15'-6" 15'5" 15'-6" 15'-6" 12" 17'-9" 17'-9" 17•_9„ 17•_9,• 30 24" 8'-11" 8'-11" 8'-11" 8'-11" 20" 10'-8" 10•-8" 10•-8" 10,_8" 16" 13'-4" 13,-4" 13•-4„ 13'-4" 12" 16'-3" 16'-3" 16'-3" 16'-3" 40 24" 6'-9" 6'-9" 6'-9" 6'-9" 20" 8'-1" 8'-1" 8'-1" 8'-1" 16" 10'-0" 10'-0"' 10'-0" 10'-0" 12" 13,_4" 13,4„ 13'-4" 13'_4,• 60 24" 4'-6" 4'-0" 4'-6" 4'-6" 20" 5'-5" 5'-5" 5'-5" 5'-5" 16" 6'-9" 6'-9" 6'-9" 6'-9" 12' 1 8'-11" 8'-11" 8'-11" 8'-11" n n49"x3"xR" Raftor r3inn1P Snnnl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C 1 ps in 115 130 115 120 10 36" 16'_1„ 16•_1"16,_1•, 13•_9" 15,_11" LIVE 32" 18'-1" 18'-1" 17'-9" 16'-11" 20 24" 21,-0" 21'-0" 20._5„ 19'5" LIVE 16" 25'_4.• 25•-4„ 24'-9" 23'-8„ 20 36" 8'-2" 8'-2" 8'-2" 8'-2" LIVE 32" 9'-2" 9'-2" 9'-2" 9'-2" 30 24" 12•_2" 12,_2•, 12,_2•, 12,_2'. 16' 18'-1" 18'_1" 181_1•, 181_11, 25 36" 7'-10" 7'-10" 7'-10" 7'-10" 32" 8'-9" 8'-9" 8'-9" 8'-9" 60 24' 11,_7" 11 _T' 11 •_7" 11 •_7" 16" 17•-3" 17,_3,• 17•_3„ 17,_3„ 30 36" 6'S" 6'-6" 6'-6" 6'-0" 32" 7'-4" 7'4" 7'-4" 7'-4" 24" 91.91. 9.-9" 9'-9" 91_9.. 16" 14'-5" 14'-5" 14'-5" 14'-5" 40 36" 4'-11" 4'-11" 4'-11" 4'-11" 32" 5'-6" 5'-6" 5'-6" 5'-6" 24" 7'-4" 7'-4" 7'-4" 7'-4" 16" 10•_11" 10,_11•, 10•_11,• 10,_11 60 36" 3'-3" 3'-3" 3'-3" 3'-3" 32" 3'-8" 3'-8" 3'-8" 3'-8" 24" 4'-11" 4'-11" 4'-11" 4'41" 16" 1 7'-4" 7'-4" 7'-4" 7'-4" I AbLt l.J I ACLt 1.4 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN 0 040"x2"x6625" Rafter IMultisnanl 0 042"x3"x6" Rafter tMultisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 24' 13'-9" 13•_9" 13•_9" 13'-9" LIVE 20" 15'-5" 15'-5" 15'-5" 15'-5" 20 16" 17'4• 17•_9•, 17•_9" 17-4- LIVE 12" 20'-11" 20'-11" 20'-11" 20'-11" 20 24" 8'S" 8'-6" 8'-6" 8'S" LIVE 20" 91_91, 91.91, 91.91, 9._g., 30 16" 11'-4" 11'4". 11'4" 11'4" 12" 13'-9" 1 13'-9" 13'-9" 13'-9" 25 24" 8'-2" 8'-2" 8'-2" 8'-2" 20" 9,4„ 9.-4" 9,-4" V-4-1 60 16" 11'-0" 11'-0" 11'-0" 11'-0" 12" 13'-4" 13'4" 13'-4" 13'-4" 30 24" T-1" 7'-1" 7'-1" 7'-1" 20" 8'-2" 8'-2" 8'-2" 8'-2" 16" 9.-8" 9,_8" 9,_8., 9'-8" 12" ll' -10"111'.10" 10,_9„ 11,_10. 11•40,• 40 24" 5'-8" 6-8" 5'-8" 5'-8" 20' 6'-7" 6'-7" 6'-7" 6'-7" 16" 7'-10" 7'-10" 7'-10" 7'40" 12" g'-8" 9.$. 9,$. 9--8-- ,$„60 60 24" 4'-0" 4'-0" 4'-0" 4'-0" 20" 4'-8" 4'-8" 4'-8" 4'-8" 16" 5'-8" 5'-8" 1 5'-8" 5'-8" 12' 1 7'-1" 1 7'-1" 7'-1" 7'-1" I ACLt 1.6 ICC ESR1398 (2012 IBC) 9/2912013 Page 6 of 66 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (pso Cin 115 130 115 120 10 36" 11'-8" 11'-8" 11'-8" 11'-8" LIVE 32" 12'-81' 12'-8" 12'-8" 12'-8" 20 24" 15'-4" 154" 164" 15'4" LIVE 16' 19,_8" 19'-8" 19'-8" 19'-8" 20 36" 6'-10" 6'-10" 6'-10" 6%10" LIVE 32" 7'S" 7'-6" 7'-6" 7'-6" 30 24" 91_51, 91.5" 91.51, 9151, 16" 12'-8" 12'-8" 12'-8" 12'-8" 25 36" 6'-7" 6'-7" 6'-7" 6'-7" 32' 7'3" 7'-3" 7'-3" 7'-3" 60 24" 9,_1„ 9,_1„ 91_1" 9-_1„ 16" 12,_2" 12,_7' 12,_7, 12,_7, 30 36" 5'-8" 5'-8" 5'-8" 5'-8" 32" 6'3" 6'-3" 6'-3" 6'-3- 24" 7'-11" 7'-11" 7-11" 7%11" 16" 10,_9" 10,_9„ 10,_9" 101_9„ 40 36" 4'-5" 4'-5" 4'-5" 4!-5- 32" 4'40" 4'-10" 4'-10" 4'-10" 24" 6'-3" 6'-3" 6'-3" 6'-3" 16. 815„ 8'-8" 81.8" 8'-8" 60 36" 3'-0" 3'-0" 3'-0" T -O" 32" 3'-5" 3'-5" 3'-5" 3'5" 24" 4'-5" 4'-5" 4'-5" 4'-5" 16" 1 6'-3" 6'-3" 6'-3" 6'3" I ACLt l.`J 1b'7"1?.ee./lP"n/r /AA'dfiennn— Sinnlol Ground Rafter Wind Speed and Exposure Snow Load Gauge Exp B Exp C s in 115 130 115 120 10 0.024" 12'-5" 12'-5" 12'-5" 12'-5" LIVE 0.040" 20'-2" 18'-5" 17'-10" 17'-3" 20 0.024" 8'-5" 8'-5" 8'-5" 8' -5 - LIVE 0.040" 14'-10" 14'-10" 14'-10" 14'-10" 25 0.024" 8'-2" 8'-2" 8'-2" 8'-2" 0.040" 14'-6" 14'-6" 14'-6" 14'-6" 30 0.024" 7'-4" 7'4" 7'-4" 7'-4" 0.040" 13,_1„ 13•_1" 13,_1„ 13'-1" 40 0.024" V-1" 6'-1" 6'-1" 6'-1" 0.040" 11•_2" 11•_2•, 11•_2., 11'-7' 60 0.024" 4'-8" 4'-8" 4'-8" 4'-8" 0.040" 8'-10" 8'-10" 8'-10" 1 8'-10" Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg,VA 24503 earl o utnam(a)co mcast. net OCT 02 2013 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMFR('IAI CnVFRS NORMAL WiNn ARTA! TABLE 2.1 0.042"x3'x8" Box Beam Detail L1 Double 0.042"x31x8" I Detail L12) Double 0.040'x2"x6.625' Detail L72 TABLE 2.1 0.042 x3"x8' Box Beam Detail 1.1 Double 0.042"x3"x8' Detail L12 Double 0.040'W"x6.625" Detail L12 A Attached Single Freestanding or 25 Attached single Freestanding or 28 Attached Freestanding or 20 Attached Slngle Freestanding or -26 Attached single Freestanding or 19'-S" Attached Single Freestanding or A 19 Seen Structwe Multispan Units 24 Span structure Multispan Units 19'-7" Structure Mullispan Units 25 26 ISpan Structure Multispan Units A Span Stnlat- Multispan Units 25 Span structure IMultispan Units GROUND TRIG MAX POST MAX 19 MAX POST LENGTH MAX 25 MAX POST LENGTH MAX 21 25 MAX POST LENGTH GROUND TRIG MAX POST MAX 24 26 MAX POST LENGTH MA% 15'-1" A MAX POST LENGTH MAX 19 22 MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN F007ER a- I 10 I 12 POST MIN FOOTER V I 10' I 12' POST MIN FOOTER a' I 10' I 12' SNOW WIDTH POST REO' POST MIN FOOTER V I 10' I 12 POST MIN FOOTER S' I 16 I 12' POST MIN FOOTER 8- I 10' I 12' LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POS SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR SPACIN POS SIZE CONSTRAINED FOOTS SPACINGPOST 22 SIZE CONSTRAINED FOOTE SPACING OS SIZE CONSTRAINED FOOTS (PSF) 10'-1- ON SLAB SLAB (FT) TYPE 'd' -ar "d' 'd' (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd' 'd" 'd' 'd' (PSF) 22 ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd' 'd' 'd' "d' (FT) TYPE'd' 24 'd' 'd' -d' B 23 (FT) 25 26 12'•9" rm) (In) (In) (in) 22 22 (In) (In) (in) On) 24 7 (In) (In) On) (in) A 6-2' (FT) 21 21 23 (in) On) (in) (In) C 23 On) W (In) rut) 28 17-3' (In) (In) (n) On) 115 MPH b"USURE 8 10 3 22.8" A 14'-ta" A 18 23 25 26 21'•1" A 20 25 27 28 18'-10' A 20 24 25 -26 LIVE 3.5 19'-S" A 17-8" A 19 23 24 26 19'-7" B 21 25 26 28 17'-0" A 20 23 25 26 4 4 1T -W A 1214" A 19 23 24 25 18'-3" B 21 25 26 27 1814" A 21 23 24 26 4.5 4.6 15'-1" A 11'-10" A 19 22 24 25 17'-3' 8 22 24 26 27 161•5' 8 21 23 24 25 5 5 13'•7' A 11'•2' A 20 22 23 25 1814" B 22 24 25 27 14'-T B 21 22 24 25 5.5 5.5 124" A 10'-7' A 20 22 23 24 15'-8' 8 23 24 25 28 13'-10' B 22 22 24 25 8 6 1114' A 10'-1- A 20 22 23 24 14'-10' 8 23 23 25 28 13'-3' 8 22 22 23 25 6.5 6.5 10'-5' . A 9'-7' A 20 21 23 24 14'•2' B 23 23 25 26 12'•9" B 22 22 23 24 7 7 9'•8" A 6-2' A 21 21 23 24 1316" C 23 23 24 28 17-3' 8 2S 23 23 24 7.5 7.5 6.1" A 81•10' A 21 21 22 24 13'•2' C 24 24 24 28 11'9" 8 23 23 23 24 9 8 8'-0" A 8'4" A 21 21 22 23 12'-8" C 24 24 24 25 111-6• B 23 23 23 24 8.5 8.5 6-0" A 8'-2' B 21 21 22 23 1Z-3" C 24 24 24 25 11'-0" B 23 23 23 24 9 9 7'-0" A T -1p' B 21 21 22 29 11'-10' D 24 24 24 25 10'-0' C 24 24 24 24 9.5 9.5 T -Y A T-7" B 21 21 22 23 1115" D 25 25 25 25 10'4' C 24 24 24 24 10 10 8'-9' A 7-4' B 22 22 22 23 11'-2' D 25 25 25 25 10'-1- C 24 24 24 24 11 11 6'-Y A 8'•17' 8 22 22 22 23 10'-7" D 25 25 25 25 B' -T D 24U25L�] 27 27 12 12 5'-e' A 6'-0" B 22 22 22 23 101•11 D 25 25 25 25 9'-1' D 25 28 28 21 19 13 5'-2' A 8'•Y B 22 22 22 23 9'-Y D 26 26 26 26 8'6' D 25 TB 28 4 28 115 MPH EXPOSURE C w 130 MPH EXPOSURE B 21 22 23 8'•1" E 20 22 4 25 U 6 3'-0' A W -V 0 16 10 3 22.8" A 16'-10' A 20 26 27 29 21'-1" A 23 28 29 31 18'-10' A 22 26 27 29 E 3.s 17•51 A 19'-8- A 21 25 27 28 19'-7" B 24 27 29 30 17'8' A 23 25 27 28 24 4 17'-0 A 12'8' A 21 25 28 28 16'-3" B 24 27 28 30 18'4- A 23 25 27 28 24 4.5 16-1" A 11'•10' A 22 24 28 27 1T-9" B 25 26 28 29 15'-5" B 24 25 26 28 29 5 17-7' A 11'-Z' A 22 24 25 27 1814' B 25 26 28 29 14'-7' B 24 24 26 27 29 5.5 1Z4" A 10'-7' A 22 24 26 27 16.6' B 25 26 27 29 13'-10' B 24 24 28 27 23 8 11'4' A IVA" A 23 24 25 26 14'-10' B 26 28 27 29 19'-3' B 25 25 25 27 23 6.5 10'4- A 9'-7' A 29 23 25 20 14'-2' B 28 28 27 28 12'-B" B 25 25 25 27 22 7 W -V A B'-2' A 23 23 25 28 13'-0" C 28 26 27 28 1Z•3' B 25 25 25 26 22 7.5 9'•1" A V-10- A 23 23 24 28 19'-2' C 27 27 27 28 11'•6' 8 26 26 28 26 22 9 B'-0' A 6.5' A 24 24 24 28 17-0" C 27 27 27 28 111•5" B 26 26 26 26 22 8.5 8'•a" A 8'-Y B 24 24 24 25 1Z3- C 27 27 27 27 1v -v, B 28 26 26 26 22 9 7'6" A T-10" B 24 24 24 25 11'•10' D 27 27 27 27 10'-8- C 20 26 26 26 ' 9.5 T -Y , A T -T B 24 24 24 25 11'-0' D 28 28 28 28 10'4" C 27 27 27 27 22 10 6-9" A 7'4' 8 24 24 24 25 11'-2" D 28 28 28 28 16-1" C 27 27 27 27 22 11 6'•Y A 8'•11- B 24 24 24 25 10'•7" D 28 26 28 28 6-7" D 27 27 27 27 12 6-0' A 4'•0" B 25 25 25 25 70'•1' D 2B 2B 29 29 6.1' D 28 28 28 28 21 19 5'-Y A 9'A' C 25 25 25 25 B' -T D 29 29 29 29 8'6' D 28 28 TB 28 20 9 11'-10' A 10'4" A 16 22 23 2415--l' 24 8 18 24 25 26 19'-T B 18 22 24 25 LIVE 9.5 10'-Y A V -S" A 18 21 23 24 14'-0" 8 19 23 25 26 12'-0- B 18 22 23 24 24 4 8'-11' A 66" A 17 21 22 24 13'-C C 19 23 24 20 1113" B 18 21 23 24 24 4.5 7'-11" A 8'-11 B 17 21 22 23 1Z-2- C 20 22 24 25 10'-11" B 18 21 23 24 29 5 T-1" A 74' 0 17 20 22 23 11'-8" 0 20 22 24 25 1014" C 19 21 22 24 29 5.5 015' A T•1" B 17 20 21 23 10'-10- D 20 22 23 25 9'-10' C 19 21 22 23 23 6 5'•11" A 8'-0" B 18 20 21 22 10'4' D 20 22 23 24 94'' O 20 20 22 23 23 8.5 5'5' A 6'4' B 18 20 21 22 9'-10' D 21 21 23 24 6.11" D 20 20 22 23 22 7 V-1" A 8'•0" B 18 20 21 22 915' D 21 21 23 24 8'-T D 20 20 21 23 22 7.5 4'-9' A 6.9" B 18 19 21 22 9.1" D 21 21 23 24 63" D 20 20 21 23 22 8 4'S" A V61 B 18 19 21 22 66" D 21 21 22 24 T•11' D 21 21 21 22 22 8.5 4'-Y A 5'3' a 18 19 20 22 8'•5' D 21 21 22 23 71" D 21 21 21 22 22 9 T -I V A 6-0" B 18 18 20 22 8'-1" D 21 21 22 23 7'-5" D 21 21 21 22 22 9.5 T -B' A 4'-10" B 18 19 21 22 7'•10' E 22 22 22 23 7'-2' 0 21 21 21 22 22 10 3'6' A 4'-0' B 19 19 21 22 T -T E 22 22 22 23 6-11" D 21 21 B 18 22 11 7•Y A 4'4' B 19 20 21 22 7'-1' E 22 22 22 23 V-7" D 2/ 2/ 24 12 2'-11' A 4'•0" B 19 20 21 23 6'-0" E 22 22 22 23 8'-9- E 22 22 iffl 21 111 9 78' A 9'A' C 18 ' 20 22 TS 6'4' E 22 22 22 29 5'-1 /" E 22 22 20 ICC ESR1398 (2012 IBC) 9/29/2013 115 MPH EXPOSURE B 30 9 8'-0' A 9'-1"B 17 15 21 23 24 IV -6" D 18 23 24 28 12'-1" C 17 22 23 24 3.5 3.5 6'-10" A 8'-3" t3 16 21 22 23 1Z•5" D 18 23 24 25 11'•2• D 17 21 29 24 4 4 a'-0' A 7'-T B 18 20 22 23 111-8- D 18 22 24 26 10'-0" D 18 21 22 24 4.5 4.6 5'4' A 7'-0" B 16 20 21 29 10'"9" D 19 22 23 25 9'-8" D 18 21 22 29 5 5 4'-10' A 618" 8 16 20 21 22 16-1' E 19 22 23 24 6.2" D 18 20 22 29 5.6 5.5 4'4' A 6'-1" C 17 20 21 22 B' -T E 19 21 23 24 813" D 19 20 22 23 6 6 4'-0' A 5'-6' C 17 19 21 22 e'-1' E 19 21 23 24 8'-3" D 19 20 21 23 6.5 8.5 9'6' A 5'-5' C 17 19 20 22 81•8" E 20 21 22 24 T -f 0" E 19 20 21 22 7 T -S' A 5'-2" C 19 21 1B 20 22 8'•9' E 20 21 22 2S 7'-8'E 22 19 20 21 22 7.5 7.5 7-Y A 4'-11" C 17 19 20 21 T-11" E 20 21 22 23 T-3" E 1B 19 21 22 8 8 3'-0" A 4' S" D .17 19 20 21 7'7" E 20 TO 22 2s T-0' E 20 20 21 22 8.5 8.6 Z-10' A 4 4'" D 17 19 20 21 T3" E 20 - TO 22 23 6'"9" E 20 20 21 22 9 9 11" A 4'•3" D 17 19 20 22 7'-0" E 20 20 Zt 23 6'-0" E 20 20 20 22 .62'6" 9.5 Z-0' A 4'-1' O 17 19 21 22 6'-0' E 21 21 27 23 6-3" E 20 20 21 22 115 MPH 116 MPH EXPOSURE C w 130 w 130 MPH EXPOSURE B B 26 27 40 3 0'-1' A T•7" B 18 22 30 3 8'-0" A 9'-1"B 17 23 25 26 131-8' D 20 25 21 28 12'-1' C 19 23 25 28 40 3.5 6'-10' A 8'3' 8 18 23 24 25 12'8' D 20 25 26 28 111•Y D 20 29 25 26 4 6'-0' A T-7" 8 18 22 24 25 11'6" D 21 24 26 27 10'4' D 20 23 24 26 4.5 5'4" A T-0" 8 18 22 23 25 10'-9' D 21 24 25 27 0'-8" D 20 22 24 25 5 4'-10" A W -W, B 18 22 23 24 10'-1" E 21 24 25 28 B' -Z' D 21 22 24 25 5.6 4'4' A 8'-1" C 19 21 23 24 9'•T' E 22 23 25 26 8'-8" D 21 22 23 26 6 4'-0' A 5'-9" C 19 21 23 24 9'•1' E 22 23 25 26 813" D 21 22 23 25 6.5 T-8' A 64" C 19 21 22 24 8'-8" E 22 23 24 28 T•10" E 21 22 23 24 7 T -S' A 5'-2" C 19 21 22 23 813' E 22 23 24 25 7'-0' E 22 T2 29 22 7.5 3'-2' A 4'-11" C 19 20 22 23 7'-11' E 23 23 24 25 T-3" E 22 22 23 8 9'•0' A 4'-8" D 19 20 22 23 T -T E 23 23 24 25 7'8' E 22 22 23 8.5 2'-10' A 4'5" 0 19 20 22 23 T3" E 23 23 24 25 e'•9" E 22 22 22 J24 9 2'•8" A 4'3" D 19 21 22 24 7'-0' E 23 23 23 25 8''22 E 19 19 20 21 .62'6" Z-0' A 4'•1"D2722 D 18 19 20 24 0'-9" E 23 23 23 25 e'•3" E 23 29 23 Page 10 of 66 DEC M ?013 022013 115 MPH Ex1,05URE B 40 3 61•1" A T-7" B 15 20 22 23 11'•T , D 17 22 24 25 10'-5" D 18 21 22 24 3.5 6•2" A 6'-11" B 15 20 21 23 10'-T D 17 22 23 24 9'-T D 17 21 22 23 4 4'-0' A 6'-3" B 15 20 21 22 9'-9" E 17 21 23 24 81•10- D 17 20 22 23 4.6 4'1' A 51•10" C 75 79 21 22 9'-1" E 18 21 23 24 8'4" D 17 20 21 23 5 3'-7' A 514" C 15 19 20 22 8'-7" E 18 21 22 24 T•10- E 17 20 21 22 5.5 3'-Y A 5'1" C 16 10 20 21 8--1' E 18 21 22 23 T4" E 18 20 21 22 6 X-0' A 4'-8" D 16 19 20 21 T -T' E 18 20 22 23 T-0' E 78 19 21 22 6.5 7•9' A 4'•5" D 16 18 20 21 T-3" E 19 20 22 23 6'-0" E 18 19 21 22 7 Z•T A 4'-Z' D 78 18 20 27 8'•11' E 1B 20 21 23 8'4" 18 19 20 22 7.5 Z•T A T-11" D 16 18 20 21 e'•T E 1B 20 27 22 8'-1" E 18 19 20 21 8 Z•3" A 3'•B" 0 18 19 20 21 8'3' E 79 20 - 21 22 5'-10" E 19 19 20 21 8.5 2'-1' A 3'-7" D 78 19 20 21 8'-0- E 19 20 21 22 5'• E 19 19 20 21 9 Z-0' A T -S" D 18 19 20 22 SAW F 19 19 21 22 E 19 19 20 22 115 MPH EXPOSURE C w 130 MPH EXPOSURE B 26 27 40 3 0'-1' A T•7" B 18 22 24 25 11'•T D t9 24 3.6 6-2" A e'-11" B 17 22 23 25 10'-7" D /9 24 25 27 Q�pFESS/C 4 4'6' A 0'3" B 17 21 23 24 9'4" E 20 23 20 �O •Pu 4.5 4'4" A 51•10" C 17 21 23 24 9'-1' E 20 23 5 26 ' �.. P 6 3'-7' A 5'4" C 17 21 22 24 8'-7' E 20 23 4 28 5.5 3'-3- A 6-0" C 17 21 22 23 8'•1" E 20 22 4 25 U 6 3'-0' A W -V 0 16 20 22 23 7'-7" E 21 22 4 25 3 8 8.5 Z-9" A 15" 0 18 20 22 23 7,4" E 21 22 IFESS/` 7 Z -T A 4'-Y D 18 20 21 23 8'-11' E 21 22 2 ' * ()_2 7.5 ZS A 9'•11" D 78 20 22 23 8'•T E 21 22 1 ZI 8 Z•3" A 3'-9" 1 D 1 18 20 22 23 5'-3- E 21 21 �C�tiv� 8.5 Z-1" A Y-7" D 18 20 22 23 0' 8' E 21 21 9 Z-0' A 4 3'" 0 18 21 22 24 5'-10' F 22 24 Cp�,l 68.139 f+ Page 10 of 66 DEC M ?013 022013 LATTICE 1.0 DOUBLE RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES (REQUIRES THE USE OF DETAIL L31 OR L32) 0_(124"x2"x6-625" Rafter 1.S"Inale Snnn1 n.032"x2"x6.625" Rafter ISinnfe Snanl 0 04n"x2"x6 625" Rafter /Sinnle Snan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C p (in) 130 140 150 170 10 48" 8'-1" 7'-3" 6'-7" 5'-5" LIVE Q. 9'-0" 8'-2" 7'-5" 6'-2" 32" 10'-3•. 9'-4" 8'S" T-2" 24" 12'-1 11'-0" 9'-8" 7'-7" 20 48" 6'-0"6'-6" 5'-5" 6'-0" 5'-5" LIVE 40' 7'-10" 7-10" 7'-5" 6'-2" 32" 9'4," 9'-4" 8'-6" 7'-2" 24" 10'-9" 10'-9" 9'-8" 7'-7" 25 48" 6'-3" 6'-3" 6'-3" 5'-5" 40" T-5" 7'-5" 7'5" 6'-2" 32" g'-1" 9'-1" 8'-6" T-2" 24" 10'-6" 10._6" 9'-8" T-7" 30 48" V-2" T-2" V-2" 5'-2" 40" 6'-3" 6'-3" 6'-3" 6'-2" 32" 7'-9" 7'-9" T-9" T-2" 24' 9'-7" 9'-7" 9'-7" 7'-7" 40 48" 3'-11" 3'-11" T-11" 3'-11" 40" 4'-8" 4'-8" 4'-8" 4'-8" 32" 5'-10" V-10" 5'-10" 5'-10" 24" T-9" 7'-9" 7'-9" 7'-7" 60 48" 2'-7" 2'-7" 2.7 2'-7" 40" 3'-1" 3'-1" 3'-1" 3'-1" 32' 3'-11" 3'-11" 3'-11" T-11" 24' 5'-2" 5'-2" 4'-6"IM; TABLE 1.29 n_024"x2"x6-625" Rafter (Mu isnnnl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 130 140 150 170 10 48' 8'-1" 7'-3" 6'-7" 5'-5" LIVE 40" 9•-0" 8'-2" 7'-5" 6'-2" 32" 10'-3" 9'-4" 8'S" 7'-2" 24" 12'-0" 11'-0" 9'-8" 7'-7" 20 48' 5'-5" 5'-5" 5'-5" 5'-5" LIVE 40" 6'-3" 6'-3" 6'-3" 6'-2" 32" T-4" 7'-4" T-4" T-2- 24* 8'-10" 8'-10" 8'-10" T-7" 25 48" 5'-3" 5'-3" 5'-3" 5'-3" 40" 6'-0" 6'-0" 6'-0" 6'-0" 32' T-1" 7'-1" 7'-1" T-1" 24" 8'-7" 8'-T' 8'-7" 7'-7" 30 48" 4'-6" 4'-6" 4'-8" 4'S" 40' 5'-3" 5'-3" 5'-3" 5'-3" 32" 6'-2" 6'-2" 6'-2" 6'-2" 24" T-7" 7'-7" T-7" 7'-7" 40 48" 3'-7" T-7" 3'-7" 3'-7" 40" 4'-2" 4'-2" 4'-2" 4'-2" 32" 5-0" T -O" 5'-0" 5'-0" 24" 6'-2" 6'-2" 6'-2" 6'-2" 60 48" 2'-6" 2'-6" 6'-3" 2'-6" 40" 2'-11" 2'-11" 2'-11" 32" 3'-7" 3'-7" L4'-6" 3'-T' 24" 4'-6" M-1368 4.5., 1201 4'-6"IM; Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (psf) (in) 130 140 150 170 10 48" 12'-4" 11'-4" 10'-5" 9'-0" LIVE 40" 13'5" 12'-5" 11'-6" 9'-11" 32" 15'-2" 13'-11" 12'-11" 11'-2" 24" 17'-5" 16'-0" 14'-10" 12'-11" 20 48" 10'-6" 10'-6' 10'-5" 9'-0" LIVE 40" 11'-6" 11'-6" 1V-6" 9'-11" 32" 12'-10" 12'-10" 12'-10" 11'-2" 24" 14'4" 14'-9" 14'-9" 12'-11" 25 48" 10'-3" 10'-3" 10'-3" 9'-0" 40" 11'-2" 11'-2" 11'-2" 9'-11" 32" 12'5" 12'-6" 12'-6" 11'-2" 24" 114'-5" 12'-11" 14'-5" 14'5" 12'-11" 30 48" 9'-4" 9'-4" 9'-4" 9,-0" 40" 10'-3" 10'-3" 10'-3" V-11" 32" 11'-5" 11'-5" 11'-5" 11'-2" 24' 13'-2" 13'-2" 13'-2" 12'-11" 40 48" 8'-1" 8'-1" 8'-1" 8'-1" 40" 8'-10" V-10" 8'-10" 8'-10" 32' 9'-11" 9'-11" 9'-11" 9'-11" 24" 11'-5" 11'-5" 11'-5" 11'-5" 60 48" 6'-3" 6'-3" 6'-3" 6'-3" 40' T-3" 7'-3" 7'-3" T-3" 32" 8'-1" 8'-1" 8'-1" 8'-1" 24" 9'-4 9,-4" 9'-4" 9.-4 TABLE 1.30 n n32"x2"v6 B25" Raftpr (Mi dtisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (p (in) 130 140 150 170 10 48" 12'-4" 11'4" 10'-5" 9'-0" LIVE 40" 13'-6" 12'-5" 11'-6" 9'-11" 32" 15'-2" 13'-11" 12'-11" 11'-2" 24' 17'-5" 16'-0" 14'-10" 12'-11" 20 48" 9'-0" 9'-0" 9'-0" 9'-0" LIVE 40" 10'-0" 10'-0" 10'-0" 9'-11" 32' 11'-4" 11'4" 11'-4" 11'-2" 24" 13'-3" 13'-3" 13'-3" 12'-11" 25 48" 8'-8" 8'-8" 8'-8" 8'-8" 40" 9.-8" 9* -8" 9,-8" g,-8" 32" 11'-0" 11'-0" 11'-0" 11'-0" 24" 12'-11" 12'-11" 12'-11" 12'-11" 30 48" 7'-10" T-10" 7'-10" 7'-10" 40" 8.5.. 8'-8" 8'-8" 8,$„ 32" 9'-11" 9'-11" 9'-11" 9'-11" 24' 11'-8" 11'-8" 11'-8" 11'-8" 40 48" 6'-6" 6'-6" 6'S" 6'-6" 40" 7'4" 7'-4" 7'4' 7'-4" 32" 8'-4" 8'-4" 8'-4" 8'-4" 24" 9'-11" 9'-11" 9'-11" 9'-11" 60 48" 4%11" 4'-11" 4'-11" 4'-11" 40" 5'-7" 5'-7" 5'-7" 5'-7" 32' 6'-6" 6'-6" 6'-6" V-6- 24' 7'-10" 7'-10" 7'-10" T-10" 1 ABLt 1.34 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (p (in) 130 140 150 170 10 48' 16'-1" 14'-11" 13'-10" 12'-1" LIVE 40" 17'-8" 16'-3" 15'-1" 13'-2" 32" 19'-3" 18'-2" 16'-10" 14'4" 24" 21'-0" 20'-0" 19'-1" 16-10" 20 48" 13'-0" 13'-0" 13'-0" 12'-1" LIVE 40" 14'-2" 14'-2" 14'-2" 13'-2" 32" 15'-10" 15'-10" 15'-10" 14'-9" 24" 18'4" 18'-2" 18'-2" 16'-10" 25 48" 12'-8" 12'-8" 12'-8" 12'-1" 40" 13'-10" 13'-10" 13'-10" 13'-2" 32' 15'-6" 15'-6" 15'5" 14'-9" 24" 17'-9" 17'-9" 17'-9" 16'-10" 30 48" 11'-7" 11•_7" 11'-7" 11,_7.. 40" 12'-8" 12'4" 12'-8" 12'-8" 32" 14'-2" 14'-2" 14'-2" 14'-2" 24" 16'-3" 16'-3" 16'-3" 16'-3" 40 48' 10'-1" 10'-1" 10'-1" 10'-1" 40" 11'-0" 11'-0" 11'-0" 11'-0" 32" 12'-3" 12'-3" 12'-3" 12'-3" 24' 14•_2. 14'-2" 14'-2" 14,_2• 60 48" 8'-3" 8'-3" 8'-3" 8'-3" 40" 9,-0" 9,-0" 9.-0" 9'.0" 32' 10'-1" 10'-1" 10'-1" 10'-1" 24" 11'-7" 11'-7" 11'-7" 11'-7" n no0"x2"v6R25" Raftpr /M,dticnnnl n nae"v3"vA" Raftpr Minnlp Snanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (ps (in) 130 140 150 170 10 72" 14'-7" 13,_5" 12'-4" 10'-8" LIVE 64" 15'-6" 14'-3" 13'-2" 11'-5" 48" 17'-10" 16'-5" 15'-3" 13'-3" 32" 21'-8" 20•-0" 18'-6" 16'-1" 20 72" 12'-4" 12•-4" 12•-4" 10'-8" LIVE 64" 13'-0" 13'-0" 13'-0" 11'-5" 48" 15'-0" 15'-0" 15'-0" 13'-3" 32' 18•_3" 18,_3„ 18'-3" 16'-1" 25 72" 12'-0" 12'-0" 12'-0" 10'-8" 64" 12,-9" 12,_9•, 12'-9" 11,_5- 48" 14'-8" 14'_8•• 14'-8" 13,_3•, 32" 'IT -10" 17'-10" 17'-10" 16'-1" 30 72" 11'-0" 11'-0" 11'-0" 10'-8" 64' 1 V-8" 11,_8•, 11'-8" 11 •_5, 48" 13'-5" 13'-5" 13'-5" 13'-3" 32" 16'-4" 16,_4,• 16'-4" 16'-1" 40 72' 9'-6" 9'-6" 9'-6" 9'-6" 64" 10'-1" 10'-1" 10'-1" 10'-1" 48' 11'-8" 11'-8" 11'-8" 11'-8" 32" 14'-2" 14•_2,• 14,_2• 14'-2" 60 72' 7'-9" 7'-9" 7'-9" T-9" 64" 8'-3" 8'-3" 8'-3" 8'-3" 48" 9'-6" 9'-6" 9'-6" 9'-6" 32" 11'-8" 11'-8" 11'-8" 11'-8" I aMice Tubes Ground Lattice Wind Speed and Exposure Snow Load Size Exposure C (ps (in) 130 140 150 170 10 1.5" 72" 72" 72" 72" LIVE 2" 72 72" 72" 72" 2"x3" 72" 72" 72" 72" 3" 72" 72" 72" 72" 20 1.5" 72" 72" 72" 72" LIVE 2" 71" 71" 71" 71" 2"x3" 72" 72" 72., 72" 3' 72" 72" 72" 72" 25 1.5" 72" 72" 72" 72" 2" 69" 69" 69" 69" 2"x3" 72" 72" 72, 72• 3" 72, 72" 72" 72" 30 1.5" 65" 65" 65' 65' 2" 62" 62" 62" 62" 2"x3" 72" 72, 72" 72• 3" 72, 72• 72• 72" 40 1.5" 55" 55" 55" 55" 2" 52" 52" 52" 52" 2"x3' 63" 63" 63" 63" 3" 65" 65" 65" 65" 60 1.5" 43" 43" 43" 43" 2" 39" 39" 39" 39" 2"x3" 1 49" 49" 49" 49" 3" 49" 49" 49" 49" TABLE 1.31 TABLE 1.32 r TABLE 1 NOTE: THESE TABLES REQUIRE THE USE OF DETAIL L31 OR L32 Amerimax Exterior Home Product$ 0.042"x3"x8" Rafter (Multispan) 28921 US Hwy 74 1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C psf) in 130 140 150 170 10 48" 16'-1" 14'-11" 13'-10" 12'-1" LIVE 40" 17'-8" 16'-3" 15'-1" 13'-2" 32" 19'-3" 18'-2" 16'-10" 14'4" 24" 21'-0" 20'-0" 19'-1" 16'-10" 20 48" 12'-0" 12'-0" 12'-0" 12•-0" LIVE 40" 13'-2" 13'-2" 13'-2" 13'-2" 32' 14'-10" 14'-10" 14'-10" 14'-9" 24' 17'-2" 17'-2" 17'-2" 16'-10" 25 48" 11'-8" 11'-8" 11'-8" 1 V-8" 40" 12'-10" 12'-10" 12'-10" 12'-10" 32' 14'-5" 14'-5" 14'-5" 14'-5" 24" 16'4" 16'-9" 16'-9" 16'-9" 30 48' 10'-7" 10'-T' 10'-7" 10'-7" 40" 11'-8" 11'-8" 11'-8" 11-8" 32" 13'-2" 13'-2" 13'-2" 13'-2" 24' 15'4" 15'-3" 15'-3" 15'-3" 40 48" 9'-0" 9'-0" 9'-0" 9'-0" 40" 10'-0" 10'-0" 10'-0" 10'-0" 32" 11'-3" 11'-3" 11'-3" 11'-3" 24" 13'-2" 13'-2" 13'-2" 13'-2" 60 48" 7'-2" 7'-2" 7'-2" 7'-2" 40" 7'-11" 7'-11" 7'-11" 7%11" 32" 9'41 9.-0.1 9.-011 9.-0.. 24" 10'-7" 10•_7" 10•_7" 10•_7" ray= a ui vv I ABLE 1.35 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C sf) (in) 130 140 150 170 10 72" 14'-7" 13'-5" 12'-4" 10'-8" LIVE 64" 15'-6" 14'-3" 13'-2" 11'-5" 48" 'IT -10" 16'-5" 15'-3" 13'-3" 32" 21'-8" 20'-0" 18'-6" 16'-1" 20 72" 10'-8" 10'-8" 10'-8" 10'-8" LIVE 64" 11'-4" 11'-4" 11'-4" 11'-4" 48" 13'-4" 13'-4" 13.-4" 13•_3" 32" 16'-7" 16'-7" 1 16'-7" 16'-1 " 25 72" 10'-4" 10'-4" 10'-4" 10-4- 64" 1VA" 11•_1" 11._1" 11'-1" 48" 13'-0" 13'-0" 13'-0" 13'-0" 32" 16'-2" 16'-2" 16'-2" 16'-1" 30 72" 9'-3" 9'-3" 9'-3" 9'-3" 64" 9'-11" 9'-11" 9'-11" 9'-11" 48" 11'-9" 11'-9" 11'-9" 11'-9" 32" 14'-8" 14'-8" 14'-8" 14'-8" 40 72" 7'-9" T-9" T-9" 7'-9" 64" 8'-4" 8,4, 8'-4" 8'-4" 48" T-11" 9'-11" 9'-11" 9'-11" 32" 12'-7" 12'-7" 12'-7" 12'-7" 60 72' 5'-11" 5'-11" 5'-11" 5'-11" 64" 6'-5" 6'-5" 6'-5" V-5" 48" T-9" 7'-9" T-9" 7'-9" 32' 9'-11" 9'-11" 9'-11" 9'-11" IABLE 1.3b Romoland, CA 92585 3441 Ivylink Place Lynchburg, VA 245031 OCT 02 2013 81.39 EC 051013 co L1 HEADER (3004-H34 ALUM. ALLOY) FOUR #1 X SEE TABLE BELOW FOR 21 4' 1% SCHEDULE BRACKET USED 14\2' X 6 1/2' RAFTERS LATTICE TUBES L3 1.51x1.5' e3' o/c 2" 2'x2' e4' o/c 3'x3' e6' o/c DETAIL L4 A16' YIN 2'X3' e5'_0/c LATTICE t=0.024', 3105 H24 0.032' or ALUM ALLOY 0.040' 003" co O RAFTER & SIDEPLATE$ L4 POST/RAFTER/LATTICE TUBE (3004-H34 ALUM. ALLOY) (3004-H34 ALUM. ALLOY) RAFTER TO HEADER CONTINUOUS 2"x6.OR 2x8" 18• CONNECTION DOUGLAS FIR LEDGER OR BRACKETS PROVIDE SIMPSON STRONG 6063T6 TIE MSTA36 (ICC ESR 2105) AT ALUM ALLOY SPLICE LOCATION t=0.060' COVER W/ 0.019" ALUMINUM 1/4' LAG SCREW OR BRACKET USED W/ 3'x8' #14 SCREW W/ 2.5' AND 3'x3' RAFTERS EMBED INTO WOOD _ STUD SEE TABLE 7.5 COLUMN ANC4 DOUBLE FOR QUANTITY HEADERS USE EX1MG ONE BRACKET STRUCTURE PER HEADER 214 x SIDE L10 TERNATE RAFTER TO WALL CONN. Allowable Trib VAdth Wind No. of #8 Screws Speed t (in) Fleader 2 3 4 5 115 nph 0.040 Double 2x6 11' 16 UNITS MUST COMPY WITH 0 Exp C 0.042 0.042'x3"x8" 6' 9' 12' 15' 0.042 Double 3x8 12' 15' IS 115 mph 140 mph 0.040 Double 2x69' 13' 15' Exp C 0.042 0.042"xWx8" 5' T 9' 12' 0.042 Double 3x8 9' 14' 15' #14 Screws 170 r ph 0.040 Double 2x6 8' 12' 15' Exp C 0.042 0.042"xTW" 4' 6' 8' 11' 0.042 Double 3x8 8' 13' 1 15' 140 mph 16G nin 8" Steel C 15' Exp C 16G min Double Steel C 16 170 mph 16G nin 8" Steel C 11' 15' Exp C 16G min Double Steel C 15' STUD SEE TABLE 7.5 COLUMN ANC4 DOUBLE FOR QUANTITY HEADERS USE EX1MG ONE BRACKET STRUCTURE PER HEADER 214 x SIDE L10 TERNATE RAFTER TO WALL CONN. STUD - SEE TABLE 7.6 FOR REQUIRED FASTENERS L- 1.92' FOR 2' X 6 1/2• RAFTERS L= 2.92" FOR 3' X 8' RAFTERS TWO #8 SMS EACH SIDE * THREE #8 SMS EACH SIDE FOR1 3X8 RAFTERS IN 25 PSF GROUND SNOW LOADS OR 140 IYP MPH WIND AREAS 1 1/2' FOR 2 X RAFTERS (6063-T5 ALUM. ALLOY, 't'= 0.0781 2 3/4• FOR 3 X RAFIERS L7 RAFTER HANGER #8 SCRE V1l,S W/f' 0 WASHERS # SCREWS ' N ER THAN LATTICE HEIGHT If L6 LATTICE TO DRAFTER CONN. LATTICE -ALUM. RAFTER ALUM. RAFTER RAFTER HANGER (DETAIL L7) 2.5' SIX 1/4' LAG SCREWS DR #14 SCREWS W/ 2.5' OF PENETRATION INTO WALL STUD W/ MIN SG = 0.5 1' -MIN 3' x e' ALUM RAFTER BRACKET DETAIL L7 3.00 032[--1,56- 0.72 - 10.93 1- 0.72 I 9 15 3 6 3.00 —i 0.28 0.37 �-- 0,72 - --0.17 t = 0.030' ALUM = 0.040' ALUM = 0.041' STEEL 0 3" ALTERNATE POST (3105 H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 3' X 8' ALUM HEADER L15 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY SEE GENERAL--/ #14 SHEET METAL SCREW NOTE #23 MAXIMUM WIND CONDITION IS 170 MPH EXPOSURE C Page 18 of 66 *� PrX�: 6.320151 f OCT 02 2013 Engineer's Stamp. 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY POST DOUBLE OR SINGLE 3'X8' STEEL C BEAM, BOLT LAYOUT FOR SPLICED AND NON -SPLICE O ATTACHMENT L8 Re d _.._.._.._.._......_......_...._.._..... _._-q_.._... Beam #of -- Type - ----1/4" bolts x 3' METAL POST 4 16G Steel 3x8 DETAIL L25 SEE GENERAL NOTE #19 AND 8 Double 12G Steel 3x8 LATTICE NOTE #3 EIGHT tta sns UNITS MUST COMPY WITH 0 O O TVG 3/8'x5' EMBEDMENT TABLES LI AND L2 ON SHEET O O LAG SCREV V/ 1'0, ONE MS ON EACH SIDE OF POST. MAX WIND SPEED IS 115 mph GLAS FIR EXPOSURE C LUMBER FLOOR J01ST OR HEADER ATTACHED STRUCTURE POST TO DECK FLOOR JOIST ICC ESR 1398 (2012 IBC) 9/29/2013 STUD - SEE TABLE 7.6 FOR REQUIRED FASTENERS L- 1.92' FOR 2' X 6 1/2• RAFTERS L= 2.92" FOR 3' X 8' RAFTERS TWO #8 SMS EACH SIDE * THREE #8 SMS EACH SIDE FOR1 3X8 RAFTERS IN 25 PSF GROUND SNOW LOADS OR 140 IYP MPH WIND AREAS 1 1/2' FOR 2 X RAFTERS (6063-T5 ALUM. ALLOY, 't'= 0.0781 2 3/4• FOR 3 X RAFIERS L7 RAFTER HANGER #8 SCRE V1l,S W/f' 0 WASHERS # SCREWS ' N ER THAN LATTICE HEIGHT If L6 LATTICE TO DRAFTER CONN. LATTICE -ALUM. RAFTER ALUM. RAFTER RAFTER HANGER (DETAIL L7) 2.5' SIX 1/4' LAG SCREWS DR #14 SCREWS W/ 2.5' OF PENETRATION INTO WALL STUD W/ MIN SG = 0.5 1' -MIN 3' x e' ALUM RAFTER BRACKET DETAIL L7 3.00 032[--1,56- 0.72 - 10.93 1- 0.72 I 9 15 3 6 3.00 —i 0.28 0.37 �-- 0,72 - --0.17 t = 0.030' ALUM = 0.040' ALUM = 0.041' STEEL 0 3" ALTERNATE POST (3105 H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 3' X 8' ALUM HEADER L15 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY SEE GENERAL--/ #14 SHEET METAL SCREW NOTE #23 MAXIMUM WIND CONDITION IS 170 MPH EXPOSURE C Page 18 of 66 *� PrX�: 6.320151 f OCT 02 2013 Engineer's Stamp. 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY POST DOUBLE OR SINGLE 3'X8' STEEL C BEAM, BOLT LAYOUT FOR SPLICED AND NON -SPLICE O ATTACHMENT L8 Re d _.._.._.._.._......_......_...._.._..... _._-q_.._... Beam #of -- Type - ----1/4" bolts All C Beams 'On Slab" 4 16G Steel 3x8 14 12G Steel 3x8 8 Double 12G Steel 3x8 i' 8 L12 DOUBLE HEADER 0.040'X2'X6.625' OR 0.042'X3'X8' 0.041'x3'x; STEEL POS FOUR #14 EACH SIDE NOTES SEE SHEET MISC5a OR MISC510 FOR MOMENT CONNECTION SPECS w,m r 1 M) 8 - 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 �wx er. rrPe BEJ/CP NTS Component Parts & Connection Details For Patio & Commercial Lattice Structures 1-2012 1 of 4 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA; TABLE 3.5 16 Ga 3'x8" Steel C Beam (Detail L18) 12 Ga 3'x8' Steel C Beam Detail 1-18 Double 12 Ga 3"x8" Steel C Detail 1-8 27-/' Atteched single Freestanding or 32 Afteched Slnple Freestanding or ched sirlple Freestanding or 35 35 Sp.. structure Mullis an Units 331-31 spen structure Multispan Units span SSucture Multispan Units GROUND TRIS MAX POST MAX 16.11- C MAX POST LENGTH MAX 33 (In) (in) (in) fm) 0n) fin) (in) MAX POST LENGTH MAX 36 MAX POST LENG SNOW WIDTH POST REDID POST MIN FOOTER 6 I f7 I 15' POST MIN FOOTER V I 17 I 15' POST MIN FOOTER V I 12' I 1TH 5' LOAD (FT) SPACING I FOR I SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTS (PSF) 6.5 ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd 'd' 'd' I 'd' (FT) TME 'd' "d' I 'd' I 'd' 31 376' (FT) 40 40 40 Qn) (i1) tin) (in) 7 9.8' fm) fn) (In) C) D (in) M) (1a) (in) 160 MPH EXPOSURE C or 170 MPH 10 5 13'-T A 27-/' C 32 32 3420'3' sp- Structure Multispan Units 27'-8- D 35 35 38 MAXPOSTLENGTH MAX MAX POST LENGTH 331-31 E 38 38 38 SPACING POST SIZE CONSTRAINED FOOTER LIVE 5.5 17-0" A 16.11- C 33 33 33 (In) (in) (in) fm) 0n) fin) (in) 25'-7" E 36 36 38 31 37-3- E 39 39 39 34 8' B 11'3- A 1T-17 D 33 33 33 27 24'-t0' E 37 37 37 31 -0' 31'" E 40 40 40 33 T 6.5 1751 A 18'-11" D 33 33 33 27 24'-2" E 37 37 37 31 376' F 40 40 40 33 7 9.8' A 16•i' D 33 33 33 27 23'-T E 38 38 38 30 27-9' F 41 41 41 33 7.5 V-1- A 15'3- D 34 34 34 27 23'-1- E 39 39 39 30 26.1" F 42 42 42 33 8 8'6' A 147-8- D 34 34 34 26 275' E 39 39 39 30 28'•5' F 42 42 42 34 8.5 6-0' A 14'-0- D 34 34 34 21'-9" E 39 39 39 30 27'-11' F 43 43 43 34 9 7'6' A 13'5- D 34 34 34 21'-T E 40 40 40 30 27'-0- F 43 43 43 34 9.6 T-2" A IT -W 0 34 34 34 20 20'-7" F 40 40 40 29 28'•10' F 44 44 44 35 10 8'-9' A 12'6' D 35 35 35 26 20'-0' F 41 41 41 30 2V -S" F 44 44 44 35 10.5 8'5" A 17.1' D 35 35 35 27 19'5- F 41 41 41 30 26-0" F 45 45 45 38 It 6'-2' A 11'•T D 35. 35 35 17.1- F 41 41 41 25'-T F 45 45 45 11.5 6-11- A 11'-1' D 35 35 35 18'-T F 41 41 41 25.2" F 48 46 46 12 5'6' A 10'-7" D 35 35 35 18'-2" F 42 42 42 24'-10- F 48 46 46 13 S-2" A B'-I(r D 35 35 35 1T-6" F 42 42 42 24'-2" 1 F 1 47 1 47 47 160 MPH EXPOSURE C or 180 MPH 10 5 13'-T A 78'-10" B 33 33 34 sp- Structure Multispan Units 27'-8- D 37 37 37 MAXPOSTLENGTH MAX MAX POST LENGTH 31'-11" E 39 39 39 SPACING POST SIZE CONSTRAINED FOOTER LIVE 5.5 17-0" A 1T-10' C 33 33 34 (In) (in) (in) fm) 0n) fin) (in) 281•9" E 36 38 38 31 37.11' E 40 40 40 34 8' 0 11'-0' A 18'"71' C 94 34 34 27 28'-0' E 39 38 38 31 37-0' E 41 47 41 33 T 6.5 10'3' A 16.2' D 34 34 34 27 25'4" E 40 40 40 31 29'-2' E 42 42 42 33 7 9'6" A IS -s' D 34 34 34 27 24'-9" E 40 40 40 30 28'-0" F 42 42 42 33 7.5 91•1' A 14'-10' D 35 35 35 27 24'-2" E 41 41 41 30 27'-10" F 43 43 43 33 8 T-0" A 14'•3' D 35 35 35 26 23'-8" E 42 42 42 30 2T-3' F 44 44 44 34 8.5 8'-0" A 15-0• D 35 35 35 23'•2" F 42 42 42 30 28'5' F 44 44 44 34 9 T6" A 13'-3' D 36 30 38 22.9" F 43 43 43 30 28'•T F 45 45 45 34 9.5 T-2' A 12.10" D 36 W 36 20 22-T F 43 43 43 29 25'-9- F 45 45 45 35 10 8'-9" A 12'-V 0 38 30 30 26 214" F 43 43 43 30 25'4" F 46 40 46 35 10.5 e'5" A 12'-1' D 36 36 38 27 20'•10" F 44 44 44 30 24'-11' F 40 48 46 38 11 8'•2" A 11'-r D 18 36 35 20'-3" F 44 44 44 24'6' F 47 47 47 17.6 I 5'•11" I A I IVA' I D 1 38 38 30 17.9' F 44 44 40 24'•7 F 47 47 47 170 MPH EXPOSURE C or 180 MPH EXPOSURE B 10 5 13'-T' A IT -S" B 33 Freestanding or A11a41rod single Freestanding or 5 sp- Structure Multispan Units 24'-3' D 37 37 37 MAXPOSTLENGTH MAX MAX POST LENGTH 37.7- E 40 40 40 SPACING POST SIZE CONSTRAINED FOOTER LIVE 5.5 174" A 18'•7' B 34 (in) (in) (In) 0n) 4 (In) (in) (in) fm) 0n) fin) (in) 23'•8" D 90 38 38 31 295' E 41 41 41 34 8' B 11'-0" A 75'•9' C 34 23 4 27 27-10' D 39 39 30 31 28'-10" E 42 42 42 33 T 6.5 193' A 15.0' C 35 22 5 27 21'•11" E 39 39 39 31 28'-1' E 43 43 43 33 7 9'6" A 14'3' C 35 22 5 27 21'•1' E 40 40 40 30 274- E 43 43 43 33 7.8 9-1- A 15.9' C 95 22 5 27 20'4' E 40 40 40 30 28'-9' F 44 44 44 33 8 e'6" A 13'-2" 0 38 22 6 26 19'•5- E 41 41 41 30 26'-2' F 45 45 45 34 8.5 9-0' A 17-91 D 36 22 I 19'-1" E 41 41 41 30 25'5- F 45 45 45 34 9 7'6" A 17-3' D 38 22 24 78'•8' E 41 41 41 30 25'•2' F 46 48 46 34 9.5 T-2' A 11'-10' D 36 22 6 20 18'-0" E 42 42 42 29 24'-9" F 49 48 48 35 10 8'•9' A 11'6' D 37 22 7 26 iT6" E 42 42 42 30 24'-3' F 47 41 47 35 10.5 V -r A IVA* D 37 22 7 27 1T-1" E 43 43 43 30 23'-11" F 48 48 48 38 11 6-2' A 10'-9' 0 37 18'-8• E 43 43 43 23'-8- F 48 48 48 11.5 6.11" A 196- D 31 18'-3' E 43 43 43 23'•2" F 48 49 49 72 5'6' A 10'•T D 37 7 15'-11" E d3 a3 49 27.1D F 49 49 a8 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5 120 MPH EXPOSURE C or 140 MPH EXPOSURE B SO 16 Ga 3-78" Steel C Beam Detail L78 12 Ga 3"x8" Steel C Beam (Detail L18) Double 12 Ga 3'x8" Steel C Detail L8) TABLE 3.5 Adached sinele Freestanding or A1lacned shale Freestanding or A11a41rod single Freestanding or 26 sp- Structure Multispan Units Span Structure Multispan Units span structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAXPOSTLENGTH MAX MAX POST LENGTH SNOW WIDTH POST REDID POST MIN OOTE e' I 1Y ( 15' POST MIN 00 e' 1012- I 16' POST MIN T e' I 17 I 15' LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' 'd' (FT) TME 'd' "d' 'd' 'd' (FT) TYPE 'd' 'd' 'd' 'd' (Fr) (in) (in) (In) 0n) (in) (In) (in) (in) fm) 0n) fin) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B SO 5 4'-10' A ID -W E 22 24 26 28 19'-0" F 27 27 30 32 28'-3" F 30 30 32 34 6' 5.5 4'4" A 9.9' E 22 23 26 28 18'-T' F 26 28 29 31 25.5- G 31 31 32 34 8' 0 4'-0' A V-11' E 22 23 26 27 17'-3" F 28 28 29 31 24'-8" G 31 31 31 33 T 6.5 T-8" A 8'-3' E 22 22 25 27 15'-51' F 28 28 29 31 24'-0' G 32 32 32 33 7 3'4" A T-8' E 22 22 25 27 151-8" F 28 28 29 30 23'•5" G 33 33 33 33 7.5 3'•2" A T-2" E 22 22 25 27 14'41- F 29 29 29 30 27.11' G 33 33 33 33 a 3'-0" A 8'-91 E 22 22 24 26 14'-4- F 29 29 29 30 275" G 34 34 34 34 8.5 7-10' A 8'-4" E 22 22 24 26 13'-9" F 29 29 29 30 27.0- G 34 S4 34 34 9 2'6' A e'-0" E 22 22 24 20 13'-3" F 29 29 29 30 21'-7" G 34 34 34 34 9.5 76" A 5'6' E 22 22 24 20 12'-6' F. 29 29 29 29 21'-2• G 35 35 35 35 10 73' A SS" E 22 22 24 26 12'4" F 30 3D so 30 20'-10' G 35 35 35 35 10.5 2'•3' A S-2" E 22 22 25 27 11'-11- F 30 30 30 30 27-0" O 30 38 38 38 ISURE B 30 5 4'-10" A 10'-8" E 25 25 29 31 19'4- F 30 30 32 34 28'-3' F 34 34 34 37 6' 5.5 4'4" A 9-9" E 25 25 28 90 18'-2" F 31 31 32 34 25'-5' G 34 34 34 38 8' 6 4'-0' A 8'-11' E 25 25 28 30 17'-3" F 31 31 31 34 24'-8" G 35 35 35 38 T 6.5 56" A 6'-3" E 25 25 27 29 16'5" F 31 31 31 33 24b" G 36 30 35 38 7 315' A 7'-8' E 25 25 27 29 151-V F 32 32 32 33 23'5" O 38 38 36 38 7.5 3'-2" A T -T E 25 25 27 29 14'-11- F 32 32 32 39 22'-11- G 37 37 37 37 8 3'-0' A e'-9' E 25 25 26 28 14'4- F 32 32 32 32 22'-5" O 37 37 37 37 8.5 2'-10" A 6-4' E 25 26 26 2813'•9" F 32 32 32 32 22'-0" G 38 38 38 38 0 2'-W A 8' -IT E 25 25 20 28 13'-3" F 39 33 33 33 21'-7" G 38 Sa 381 38 OVER- HANG Post Description Max POSTDetail Hgt Code TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10'kD 9. FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Lt (FT) V 9' 10' 11' 12' 13' 14' 16 f0' 1T 18' 17 27 21' 27 7 4' 4.5' 6' 5.5' e' 8.5 T 75' e' &5' 9' 9.5' 10' 70.5' 11' 1' 4.5' 5' 5.6' 8' 8.5' T 7.5' 8' 8.5' 9 9.5' 17 10.6 11' 11.5' 2' 6 6.6' 8' 6.51 T 7.6 e' 8.5' 9 9.6 17 10.5 11' 11.5' 12' 3' 5.5' e' 8.5' T 7.5' 8' 8.5' 9 0.5' 10' 70.5' 11' 11.5' 12 12.5' 4' 6' 8.6' T 7.S 8' 8.5' 9 9.5' 17 10.5' 11' 11.5' 17 12.5' IT 5' 6.5' 7' 7.5' 8' 8.5' 9 9.5' 10' 10.5 11' 11.5' 12' 12.6' 1513.5' TABLE 3.3 Post Requirements for Attached Single Span Structures Post Description Max POSTDetail Hgt Code 0.042'x3'x8" Aluminum Post 10'kD 9. FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Lt 0.024"x3"x3'Post with Sideplat 11' 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 L24 Clover 0.030'x3"x3" Alum 11' SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 L11 Clover 0.040"x3"x31 Alum 11' SLAB 9. FOLLOW 9.11 FROM ABOVE L11 Colonial 0.062" Extruded 12' AE0.041'x3"x3" Steel Clover 11'L110.041'x3'x3" Steel Clover 8' L11 3116"x3"x3' Steel Square 15' H L21 3116" 23"x3" Steel S are 12' I L21 3/16"x4"x4" Steel Square 15' J l21 3/16"x5"x5" Steel Square 15' K L21 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerlmax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 28921 US Hwy 74 9. FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (1-1-1-29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg, VA 24503 SLAB B. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcastnet SLAB 9. FOLLOW 9.11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USETABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 17 of 66 OCT 02 2013 2" 2--1 ^A„ 4-8 #14 SMS � FOUR .#14 SMS EACH SIDE FOR 140 MPH EXP 0.042"x3"x8" EACH SIDE C SLAB ATTACHMENT FOOTING. AND UP TO d=26' HEADER SEE NOTE 0.024• —illMIN 0.024' , g" OR 1/2 '0 GALVANIZED OR STAINLESS "B 0.024' STEEL HILTI KWIK BOLT TZ CONCRETE ANCHOR (ICC ESR 1917) W/ 2' EMBED '1 AND 1'0 WASHER OR EQUIVALENT 3'x8' HEADER C❑NNECTI❑N 2'X6' SIDEPLATES SEE SEE NOTE FOR DIMENSIONS NOTE FOR THICKNESS s 5/8" SEE 3• 29e 3"X 9 POST 3" 2"X 6.625" ISIDEPLATES 'A' AND 'B' L26 REQUIREMENTS DETAIL 6 5/8' L26 LUM. FOOTING ALUMINUM POST BRACKET FOR CONNECTINGRACKET TO FOOTING FOUR- SMS (6063-T6 OR 4' SLAB ALUM ALLOY) 4�R DE, EACH SIDE, SPAC S$ 3" SINGLE SPAN ATTACHED UNITS ONLYREQUIRES SIDEPLATES AS SHOWN IN Z3'SQUARE DETAIL L26 G NOTES SEE SHEET MISC5a m OR MISC5b FOR SPECS ON COLUMN 3"x3" ALUMINUM RAFTER MOMENT C❑NNECTI❑N '20 (3004–H34 ALUM. ALLOY) ALTERNATE 1.5" * . L24L30 3'X3' TWO #10 OR #14 SMS WITH SIDEPLATES sr CIV,t 2' x 6.5' SIDEPLATES ATTACHMENT RAFTER MAXIMUM FOOTING FOR T S 0 FOR (3004-H34 ALUM, ALLOY) LATTICE HEADER .CA DETAIL IS cl=26' Lattice or Live MAX "L" FOR TOP SEE SH M8 TOR Solid Panels Alun. Bracket (t = 0.06 0.042x3"x8" HEADER TOP MOUNT BRACKET 0.21" STEEL Fy = 33 ksi BRACKET IS 1.094' WIDE Load Wind Speed OR SIDE MOUNT (ps# and Exposure 16" o/c 24"o/e 3/8' x STEEL POST REQUIRED SLAB FOR CONSTRAINED 9' STEEL FOOTINGS DETAIL L9 8 10 130 mph Exp B 23'-9" 15' -to• REBAR EMBEDDED 140 mph Exp B 22'.r' is. DEPTH D Lattice or Solid Panels% Alun. Bracket 6" MIN 00.060') 8 SMS 115 mph Exp C 23'-9" 15'-10" 8• 2* uncEx �0 ((Oouo Fir) on ALUM \i SEE c NOTE /23 130 mph Exp C 18'-10" 12'-T' d < 33' B = 9' I • B / RAFTER �ureEa /,+.,s- e«e.e 140 mph Exp C 1s a' to' -to' d < 38' B = 12' #8 SMS •Ic 3' x 8' Header #1 1 1 3- x 8' Header #2 (0.042') 1a�1 s' 20 140 mph Exp C 12'-5' w-3•• d < 46' TOP �� #144.5- NOT ALLOWED IN SNOW LOAD AREAS d < 51' L 2 Y SEE GENERAL NOTE #9 FOR C❑RR❑SION PROTECTION B = 18' Q •' B = 24' G o p'. d 3" p 0. • 4: (0.042') 2' x 6' Side Plate ATTACH PER • FOUR #14 SMS 2" MIN TABLE 7.5 9" ' ' EACH SIDE Ftl I 1 EACH HEADER #14 SMS 1' MIN GAP BETWEEN EXISTING EAVE : a I I 3' x 8' Header #1 co.oaz•) LEDGER AND ROOF FOR DRAINAGE WOOD FRAMING ALUM CON REIN FOOTING L29 I�-- 3"x3" POSTI I 3"x3" POST ALL HOUSE PENETRATIONS MUST*BE COMPLETELY AND RAFTER #14X7.5" SCREWS 0, d -I I 2x6.5" SIDEPLATE PERMANENTLY SEALED 6 PLACES O�PLJ F'- X` ' U FREESTANDING OR ATTACHED STRUCTURE I I 0.125"x1.5"x1.5" STEELZn "L" COLUMN TO FOOTING CONNECTION DETAIL (Fy=33 KSI) BRACKET U m, n L27 ALTERNATIVE SPLICE FOR ATTACHED UNITSAmerimavur- 2" SPACING LZ8 BETWEEN SCREWS 8 3 SIDE MO N B C ET /j X . 015 ;k28921 J� END*US Hwy 74 MAXIMUM d FOOTING SIZE IS -26" EAVE ATTACHMENT 3/4° CIVIYS ��Q EXTERIOR HOME PRODUCTs Romoland,CA 92585 EAVE OVERHANG AND F C/+UF, MWN ar True 'L' MUST ALSO COMPLY BEJ/CP WITH DETAIL L17 LEDGER BOARD OCT 02 2013 NTS ComponentlioParts & Connection Details ICC ESR1398 (2012 IBC) 9/29/2013 Page 20 of 66 Engineer's Stamp For atio &Commercial Lattice Structures DA LT03-2012 3 of 4 L16 1.575' 2.25" A 091--� 0.041x3'x3' _ STEEL POST 3/8' BOLTS W/ 1' DIA.. x 3/32' THK, STL. WASHER TO 8' STEEL 'C' BEAM SEE TABLE 7.4 COLUMN 'N' FOR QUANTITY 2.843" FOR #14 SELF DRILLING SCREWS SEE TABLE 7.4 COLUMN 'L', r 0.097" 2.5" 20 GA ASTM A653 GRADE 33 STEEL BRACKET FOUR #8 WOOD SCREWS INTO RAFTER AND 2X FASCIA ONE PER RAFTER 0 0 RAFTER ROOF COVERING IS A MAXIMUM DETAIL "A" OF 3 PSF HEAVIER ROOF COVERING /2x DF WOOD SHALL REQUIRE ADDITIONAL FASCIA ENGINEERING ANALYSIS LLW I ALTERNATE 3' SQ POST CONNECTOR EE 'T BRACKET (6063T6 ALUM) 1.0' IF DETAIL L29 IS NOT USED ATTACH SEE GENERA OR0.03" S" SHA\ t 0.019' ALUM OR 0.05 0.750" SIDE PLATES AS PER DETAIL L26 VINYL COVER 3/8' BOLTS SEE TABLE 7,3 COLUMN 'H' FOR QUANTITY OR #14 SELF DRILLING SCREWS SEE TABLE 7,3 COLUMN 'G' FOR QUANTITY 0.875"3'x8' 12 (t=0.105') OR 16 GAUGE (t=0.059') STEEL C BEAM 0.042'x3'x8' BOXJ7.75" Fy= 50 KSI BEAM WRAP DETAIL LL L18 12 and 16 GA 3'x8' STEEL C BEAM W/ 0,042'X3'X8' ALUM WRAP F 3'-6'� 0 3', 4', 5' OR 6' ASTM A500 GRADE B STEEL POST SEE GENERAL NOTE #9 FOR CORROSION PROTECTI❑N ICC ESR1398 (2012 IBC) 9/29/201 EXISTING DF FRAMED WALL IqL 3.5' MIN 2.5' MIN PENETRATION INTO WOOD FRAMING W/ MIN SG = 0.5 2"x WOOD FRAMING DOUGLAS FIR -LARCH #2 OR BjR L .. s� raetF �.e FOR MAXIMUM ALUMINUM�MR �� G SEE SCHEDULE 9 RIGHT ALTERNATE EAVE ATTACHMENT HEADER SPLICE MUST BE L19 HEADER SPLICE DETAIL 2- 814 SMS 0 0 CENTERED ON POST EACH SIDE SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 3' X 8" HEADER 0 0 2- 2' X 6 1 2' SIDEPIATES "X 3' ONE EACH SI OF POST COLUMN Seal with permanently flexible & waterproof sealant CONTINUOUS 2"x6" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE LOCATION 1,00'min. COVER W10.019" ALUMINUM SEE GENERAL NOTE #23 1/4' Lag Screw ATTACH LATTICE COVER AS PER L7 Completely Seal with permanently flexlble & waterproof sealant L00'min,STUCCO ATTACHMENT DETAIL L22 WITH LEDGER BOARD Synthetic Stucco or other non-structural covering (I' max, thick) Sheathing Page 19 of 66 OCT 02 2013 Engineer's Stamp LivelSnow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS -L"' Solid Coxer Wind SIZE SAVE OVERHANG (24" OIC) 6" 12" 18" 24" 30" 10 psf 2x4 25'-0' 20'-9' 1Y-0' T-1' Y-8" Lattice --135 Exp C 2x6 25'-0' 25'-0' 25'-0' 23'-10' 1T-1" 2x8 25'-0' 25'-0' 25'-0' 25'-0' 26-0' 10 psf 2x4 26-0' 19'-3' 11'$" 7'-1' 3'-8" Lattice=140 Exp C 2x6 25'-0' 25'-0' 25'-0' 22'-0" 16'-7' 2x8 1 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 20 psf 2x4 19'-0' 10'3' S'-10" T-4" 1'-0' Lattice= 170 Exp C 2x8 19'-0 19-0 1T-1" 11'-9' 8' 4" 2x8 19'-0' 191-0 1 19'-0' 191-0' 16'-8' 25 psf 2x4 18'-0' 11'_3• 6'-W' T -W 1'-9" Lattice= 170 Exp C 2x6 18'0 18'-0' 18'-0' 12'-10" 9'-1" 2x8 18'-0' 181-0' 18'-0' 18'-0' 18'-0 30 psf 2x4 1T-0' T-2" 5'-1' 2'-8' 0'-0" Lattice=170 Exp C 2x6 IT -O' 1T -O' 15-3" 10'4' T-1" 2x8 1T-0' 17'-0' 17'-0' 1T -O' 14'$" 40 psf 2x4 14'-0' 6'-7' 3'4" V-0' 0'-0" Lattice=170 Exp C 2x6 14'-0' 14'-0' 11'-0" T-2' 4'-7' 2x8 14'-0' 14'4 14'-0' W -O' 10'-3" 60 psf 2x4 9'4 4'-0" "1O'_W 0-0' Lattice=170 Exp C 2x6 9'-0' 91-0' 6'-9" 4'-0' 2'-1" 2x8 9'-0' 9'-0' 9'-0' 8'-8' 5'10' Ame r i m, EXTERIOR HOME PROD RAwN Or: BEJ/CP NTS Component Port, For Patio & Cot LT02-2012 PUT y cm 681. * .6�0-201 # sq . CIVIC F O EC 201 428921 US Hwy 74 u s Romoland, CA 92585 > & Connection Details nmercial Lattice Structures �.2 of 4 January 13, 2014 Michael & Vicki Soule Dear Michael & Vicki: Your architectural application to install an Alumawood Patio cover at your home has been reviewed and approved by the Architectural Committee. You may start your renovation project at your convenience. Good Luck on your project. Sincerely, ' ;.Community Living.at its Finest..' : �'