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04-6459 (SFD):f sl Q• • O� BUILDING $ SAFETY DEPARTMENT 1504�� (760).777-7012 . OF �o � . ' 78;4,95-CALLE T'AMPICO FAX (760) 777-7011 �J IA QZ INTAAIICALIF bRNIA 92253 INSPECTION REQUESTS (760) 777-7153 ,11 j BUILDING PERMIT ,Applica--"on Number . . . . . �0��_0VIA_PAVION 9 Date 9/27/04 Property Address 7-_ APN:604-032-999-45 -305212- Application description . . . DWELLING - SINGLE FAMILY DETACHED Property Zoning LOW DENSITY RESIDENTIAL Application..valuation . . . . 151968 Owner LENNAR HOMES OF CALIFORNIA 78401 HIGHWAY 111;, STE C LA QUINTA, CA LA QUINTA CA 92253 Contractor ------------------ LENNAR HOMES OF CALIFORNIA INC 78401.HIGHWAY 111, SUITE C LA QUINTA CA 92253 Qty Unit Charge Per. Extension WCC: OLD REPUBLIC IN WC: MWC10877600 11/01/:04 CSLB.: 728102 09/30/04 CCC: B -------------------------- Structure Information ------------------------- Construction Type TYPE V - NON RATED Occupancy Type . . . . . DWELLG/LODGING/LONG <=10 Flood Zone . . . . .. . . . NON -AO FLOOD ZONE Other struct info . . . . CODE EDITION 2001 CRC FIRE SPRINKLERS NO GARAGE SQ FTG 462.00 PATIO SQ FTG 488.00 NUMBER OF UNITS 1.00 FIRST FLOOR SQ FTG 2385.00 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc Permit Fee . . . . 821.50 Plan Check Fee 133.50 Issue Date Valuation . . . . 151968 . Qty Unit Charge Per Extension BASE FEE 639.50 52.00 3.5000 THOU BLDG 100,001-500,000 182.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL Additional desc Permit Fee 65.50 Plan Check Fee 4.10 Issue Date Valuation . . . . 0 Qty Unit Charge Per. Extension P.O. Box 1504 a 1G����/ IIY VOICE (760) 777-70I 7H-495 CALLS CALIFORNIA FAX (760) 777-7011 LA QUINTA, LIFORN922534 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: oq -i0 5� I Date: /(� • ZZ • �Y Aoolicant Applicant's Mailing Address: iftFc act or Eln ArcODr�Engineer's l 'Ldrss: V 69 9d --7D/ No.: 3 a 3 (/.1 BUILDING PERMIT DECLARATIONS 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 Licens is in full force and effect. ��� ! 0 License Class ense No. Date / d- 0-P' r' , faofil'ractor OWNER -BUILDER DECLARATION - I hereby affirm under penalty of perjury that I am exempt from the Contractors' 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 Contractors' 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).): U 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 or 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.). U 1, 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.). U I am exempt under Sec. , BA P.C. for this reason Date Owner WORKERS' 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 _Xof 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 �j esu M worl�er� compensation insurance Cartier �nd�p�olig� n mbar a �rtieri/[GteI.L`JCLC �olicyNumber �%�'7%(PSD _ I certify th t, in the performance of the work for which his 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 forthwith comply with those provisions. 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. 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.). Lenders Name Lenders Address IMPORTANT APPLICANT ACKNOWLEDGEMENT 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 Ouinta, 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. 1 certify that 1 have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. /ISate © () - ignature (Applicant or Agent): 1 Page 2 Application'Number . . . 04-00006459 Date 9/27/04 Qty Unit Charge Per Extension BASE FEE 15.00 1. 00 " 9�. 0000 EA MECH FURNACE <=100K :' 9'.. 00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 91.00 4.00 6.5000 EA MECH VENT FAN 26-:0.0. 1.00 6.5000 EA MECH EXHAUST HOOD ,6.50 Permit . . . . . ELEC-NEW RESIDENTIAL Additional desc Permit Fee . . . . 107.72 Plan Check..Fee 6.73 Issue Date . . . . Valuation . . 0 Qty Unit. Charge . Per Extension BASE 'FEE 15.00 2385.00 .0350 ELEC NEW. RES - 1 OR 2 FAMILY 83.48 462.0.0 .0200 ELEC GARAGE OR NON-RESIDENTIAL', 9.24 Permit . . . . . . PLUMBING Additional. desc Permit Fee 171.00 Plan Check Fee 10.69 Issue Date . . . . Valuation ./0 Qty Unit Charge Per Extension BASE FEE 15,00 . 17.00 6.0000 EA PLB FIXTURE 102.00 1.00 15,.0000. EA PLB BUILDING SEWER 15.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP - 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER -SYSTEM 9.00 6.00 .7500 EA PLB GAS PIPE ->=5 4.50 1.00 15.0000 EA PLB GAS METER 15.00 ------------------------------------------------------------------------------ Permit GRADING PERMIT Additional.desc Permit Fee. . 15.00 Plan Check Fee 00 Issue Date .. Valuation 0 Qty Unit Charge Per Extension BASE,FEE 15.00 Special Notes and Comments - SFD - LOT 45. PLAN 1, 2385 SF. PERMIT Page 3 'Application Number 04-00006459 Date 9/27/04 ---------------- Specal Notes and Comments -.-----------------.--------- -------------- DOES NOT INCLUDE BLOCK WALLS, POOL, SPA OR DRIVEWAY APPROACH:'750 PLAN CHECK FEE .REDUCTION FOR MULTIPLE ISSUANCE OF SAME PLAN TYPE. Other Fees . . . . . . . ART IN PUBLIC PLACES -RES .00 DIF COMMUNITY CENTERS -RES 97.00 DIF CIVIC CENTER - RES 366.00. ENERGY REVIEW FEE 13.35 DIF'FIRE PROTECTION RES 97.00 GRADING. PLAN CHECK FEE .00," DIF' LIBRARIES - RES 225..00 DIF PARK.MAINT FAC - RES 5.00 DIF PARKS/REC - RES 502.00 STRONG MOTION (SMI) - RES 15.19 DIF. STREET MAINT FAC -RES 15.00 DIF.'TRANSPORTATION -.RES ' 1098.00 Fee summary. Charged Paid Credited Due Permit'Fee Total 1180.72- 00 .00 1180.72 Plan. Check .Total 155.02 00 00 155.02 Other Fee Total 2433.54 .00 .00 2433.54 Grand Total. 3769.28 .00 00 ;_ 3769.28 ArOerimax Exterior Home Products Aiumawoodn" Patio Cover, Carportsnd Commercial Structure Enpineerinq 2012 IBC PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2012 GN02-2012 2 PAGES SC01-2012 SCO2-2012 4 PAGES 4 PAGES 4 PAGES 4 PAGES LT01-2012 LT02-2012 LT03-2012 LT04-2012 2 PAGES 10 PAGES 10 PAGES 4 PAGES NP01-2012 N P02-2012 NP03-2012 NP04-2012 9 PAGES CD01-2012 CD02-2012 CD03-2012 CD04-2012 CD05-2012 CD06-2012 CD07-2012 CD08-2012 CD09-2012 10 PAGES Miscla-2012 Misclb-2012 Misc2-2012 Misc3-2012 Misc4-2012 Misc5a-2012 Misc5b-2012 Misc6-2012 Misc7-2012 Misc8-2012 GENERAL NOTES SOLID PANEL STRUCTURAL CONFIGURATIONS ALUMAWOOD STRUCTURAL CONFIGURATIONS LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURE LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREA LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH W SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND F, COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS COMPONENT PARTS AND CONNECTION DETAILS 1 k�g5 Rt ENG��Y PUr B1 EXP. 012 7 s� CIV41- CA► LF L UN 2015 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS FAN BEAM DETAILS 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 7.0 FOOTING AND SLAB ATTACHMENT TABLES 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 7.0 FORCES ON EXISTING STRUCTURES STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS fps r'I Lj "2DX(1 p7p--#61J &vv- I PU it t ,Ay. 010$Pfy'PI j * OCT 02 2013 September 29, 2013 CITY OF LA QUINTA BUIL HI G SAFETY DEPT. 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C ���3g 1= SI xER o _ ,. , 2- �ti,: -.�Y sto�.W C RG �- ? ii �'?t:• CIVIL EF t,'a fJ95 N L i 58 C �` No. 46524 •i t79 • ,�' SEAL 35 L $ Fly A • U� Cr ►I rJr * �� , �r�:sT �� �, �.r r� �v � 3 S CA PUTNAR • o. 5ss490 1; ti 0\�4 ►.�••, ' 689:� vF uk;: U� Ail ►►►illisstt�'� rglfAl_ „ • �►VGIta .{ P I IiG1ii R_ �: xP.6l3012017 ICC ESR1398 (2012 IBC) 9/29/2013 Page 1 of 66 �f�'�.,, �• P ,'",►►`'�� + kr(S ` 1 ,"..•�'° SY�.N�jf s�9r� CIVl1 ��tiQ TUN 02 2015 GENERAL NOTES: 1. DESIGNED 1N 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 0.25112 < SLOPE < 1112 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 POSTTABLE FOR LIVE/SNOWAND 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 SET 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 WIND SPEEDS IN THE 2012 IBC ARE "ULTIMATE DESIGN WIND SPEED". ALL STRUCTURES DESCRIBED IN THIS PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR DOUBLED PER IBC SECTION 1806.3.4. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, RISK CATEGORY II. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. THE STRUCTURE IS 30'. Kxt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A BUILDING OFFICIAL MAY ASSIGN A LOAD BEARING CAPACITY. UNITS IN SNOW/LIVE LOAD AREA OF 25 PSF HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER OR LESS MAYBE BUILT ON 1000 PSF BEARING SOIL W/O ADDITIONAL ENGINEERING. MINIMUM FOOTING ASCE7-10 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. DEPTH IS THE LOCAL FROST DEPTH. 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. 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR ING OF MOTOR VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE F OR SU FACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 8. AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WV COVER SHA L BE LESS THAN 30'. 9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90, A123 G453 B-3, PAIN ASTM A755 OR USE AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.210. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRMAY BE U 0. 3004H2x ALUMINUM MAY BE SUBSTITUTED FOR 3004H3x. 68139 .10012017 CIVIL 022016 jAme'rimaic.8.21 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 NONE °,R FARTGENERAL NOTES ICC ESR1398 (2012 IBC) 9/29/2013 Page 2 of 66 OCT 02 2013 SHEET ENGINEERS STAMP ME GN01-2012 1 1 OF 2 GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSI/ASME STANDARD B18.6.1 AHD AND AF&PA NDS-0511.1.4. ALL LAG SCREWS MUST COMPLY WITH ANSIIASME B18.2.1 AND AF&PA NDS-0511.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ DIMENSIONS IN ACCORDANCE WITH ASME B18.22.1, TYPE A. ALL STEEL NUTS TO BE ASTM A563. THE MINIMUM WASHER DIAMETER SHALL BE 1" FOR BOLTED CONNECTIONS. SCREWS AND BOLTS WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS U, AND X) MAY BE LOCATED ANYWHERE, 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC- ESR 1730, 2196 OR EQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO #8 =i6", #10 = e", #12 =I" AND #14 = J° OR STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE #11 15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 16. ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION #2 IN IBC SECTION 1505.2. 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. 18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS (OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL) OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A SECTION 6.7. 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 1162 LBS FOR 116 MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12 FT FROM GRADE. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, N12 ORAL. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. 20. All structures must comply with one of the following: a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category (SDC) A-D up to the maximum Ss noted in General Note #3. b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1' Exception #1 do not require additional seismic analysis. c. Structures not complying with (a) or (b) require additional engineering seismic analysis. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS REPORT. 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. 23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION 1403.2 (WALLS) AND/OR 1503 (ROOFS), WHICHEVER IS MORE APPROPRIATE. 24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER (PROJECTION OR WIDTH) SHALL BE LESS THAN 30' GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2012 AND LT01-2012 THRU LT03-2012.) 1. SEE GENERAL NOTE #3 FOR LIVE AND SNOW LOADS. 2. NOTE INTENTIONALLY LEFT BLANK, 3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY WITH TABLE L1 AND L2 ON SHEET M5. 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V-8" 40 24" 2'-5" 2--5" 2•_5" 2-_5" 20" 2'-10" 2'-10" 2'-10" 2'-10" 16" V-15" 3._6" 3._8` V-13" 12" 4-5" 4'-5" 4'-5" 4--5" 60 24" 1'-7" '-7" '-7" 1'-7" W.. 20" 1'-11" 11'-i ill 11'-11" 1 16" 2-4- 2'-5" 2'-5" 2'-5" 12' 3'_1-- 3-_1" 3._1" 3._1" IW-11:3111MW Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 24" 14'-8" 14,-B" 14'-2" 13'-6" LIVE 20" 16'-1" 16'_1" 16_6" 14'_10" 16" 17'-11" 17'-11" 17'-4" 16'-15" 12' 20--6" 20'-6" 19-41" 1V-0" 20 24" 7'-5" 7'-5" T-5" 7'_5" LIVE 20" 8'-11" 8'-11" 8'-11" 6'-11" 16" 11'-1" 11'-1" 11'-1" 11'-1' 12" 14'_8" 14'-8" 14'-8" 14'-8" 25 24' 7--1" 7'-1" 7'.1" T-1" 20" 8'-W 8'-6" 8'-6" 8'-6" 16' 10'-7" 10'-7" 10'-7" 10'-7" 12" 14'-0" i4'-0" i4'-0" 14'-0" 30 24" V-11" V-11" 5'-11" 5'-11" 20" 7'-1" 7--1" 7'-1" 7--1" 16" 8'-10" 8'-10" 8'-10'- 8.-10" 12" 111_9" 11-_9" 11'-9" 11'-9" 40 24" 4'-5" 4'-5" 4'-5" 4'•5" 20" 6' 5-_4'- 5-4-- 5-_4" 16" 6'-8" 6-4- 6'-8" 6.-8- 12 8'-loll 8'-10" 8'-10" 8'-10" 50 24" V-0" 34" 3'-0" V-0" 20" 3._7-- 3 _7" 3-_7" 3-7" 16' 4'_5" 4'-5" 4'-5" 4'-5" 12' 5'-11" 5'-11" V-11" 5'-11" IABLE 1.2 n nzo"v7'vA A7S" Reffar lAA-.Ilicnanl 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'-V' LIVE 20-' 1 V-7" 1 V-7" 11' 7" 11-_7-- 16" 13'-5" 1 V-5" 13--5" 13'4- 12" 16'-0" 16'-0" 16'-0" 16'-0" 20 24" 6'1" V-1" 6'-1" 6--T- LIVE 20" 7'-0" 7'-0" 7--0" 7-0" 16" 8.-4" 8--0" 8'-4" 8.4- 12" 10'-3" 10'-3" 10'-3" 10'-3" 25 24" 5'-loll 5'-loll 5'-10" 5'-10" 20" 6'-9 6'-9" 6'-9" 6'-9" 16" 8'-0" 8'-0" 8'-0" 8'-0.. 12" 9'-i1" V-11" 9'-11" V-11" 30 24" 5'-0" 5'-0" V-0" 5'-0" 20" 5'-10" V-10" 5'-10" 5'-1 oll 16' 7'-0" 7'-0" 7'4' 7'_0" 12" B-_B.- 81_8" 8._B.. 8._8.. 40 24 1 W-11" 3'-11" 3'-11" 3'-11" 217 4-_7" 4-_7-- 4--7" 4._7" 10- V-7" 5'-7" 5'-7" 5-7 12' 7'-0" 7'-0" 7'-0" 7-4- 60 24" 2-_g" 2-_9" 2._9-- 2,_9„ 20" 3'-3" 3-4- V-3" 3'-3" 16" 3'-11" 3'-11" 3'-11" V-11" 12" V-0" V-01- 5,-0" 5'-0" TABLt 1.Y Ground Rafter Wind Speed old Exposure Snow Load Spacing Exp B Exp C ft in 115 130 115 120 10 24" 18'-2" 18'_2" 18'-2" 17W" LIVE 20" 19'-10" 19'-10" 19'-7" 19'-0" 16" 22'_1" 21'_B" 21'4" 20-4- 12" 25'-3" 23%8". 22'-11" 22'-3" 20 24" 1 V-3" 11'4" 11'-3" 1 V-3" LIVE 20" 13'-5" 13'-5", 13'-5" 13'-5" 16" 15'-10" 16-10" 1 V-10" 15'-10" 12' 18'-2" 18'_2" 18'-2" 18'-2" 25 ZC 10'-8- 10'-e" 10,-8" 10'-8- 20" 12'_9" 12%9" 12'-9" 12'-9" 16" 1V-6" 15'-6" 15'-6" 15'_6" 12" 17'-9" 17'4' 17'-9" 17'_8" 30 24' 8'-11" 8'-11" 8'-11" 8'-11" 20" 10'-8" 10'-8" 1 V-8" I V-8" 16" 13'-4" 13'-4" 13'-4" 13'-4" 12' 16'-3" 16'-3" 16'-3" W.3" 40 24" 6'-9" 6'-9" 6'-9" V-9" 20" 81_1.. 81_1.. 81_1" 8._1" is" 10'-0" 10'-0" 10'-0" 12" 13'-4" 13-4- 13'4" 13-4" 60 24" 4'-fill 4'-6" 4'-fill 4'-fill 20" 5'-5" 5 5 5-_5" 5'-5" 16" 6'-9-' 1 W-9-- 6'-9" 6'-9" 12" 8'-11" 8'-11" 8'-11" 8'-11" Ground Rafter Wind Speed and Fxposure Snow Load Spacing I Exp B Exp C s in 115 130 175 120 10 36" 16'-1" 16'-1" 16'-1" 15'-11" LIVE 32" 18'-1" 18'-1" 17'-9" 16'-11" 24" 21'_0" 21'_0" 20'-5" 19-4- 16" 25'-4" 25'-4" 24-4- 2V-8" 20 1 36" 8'-2" 8'-2" 8'-2" 8'-2" LIVE 32" V-2" 9'_2" 9'-2" 9'_2" 24" 12'_2" 12'_2" 12'_2' 12'_2" 16" 18'-1" 18'-1" 18'_1" 18,4" 25 36" 7'-10" 7'-10" 7'-10" 7'-10" 8' 24" 11'-7" 1 V-T' 11'_T' 11,_7, 16" 17'_3" 17'-3" 17'-3" 17'-3" 30 36" 6'-6" V-6" V-8" 6'-6" 32" 7-4- 7--4" 7-_4" 7-4-- 24" 9-_9" 9-4- 9._9" 9-4- 16" 14'-5" 14'-5" 14'-5" 14'-5" 40 36" 4'-11" 4'-11" 4'-11" 4'-11" 32" V-6" V-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" T-8" 3'-8" 3'-8" 3'-8" 24" 4'-11" 4'-11" 4'-11" 4'-11" 16" 7'4-' T-N' 7'-4" 7'-4" 1"0" Raffar rrrAwnrn. IMidnanan nr Rlnnlnl Ground Rafter Wind Speed and Exposure Snow Load Gauge Exp B Exp C On) 115 130 115 120 10 0.024" 12'-5" 12-5" 12'-S" 12'-5" LIVE 0.040" 20'-2" 18'-5" 1T-10" 17'-3" 20 0.024" 8'-5" V-S" 6'-5" 8'-5" LIVE 0.040" 14'-10" 14'-10" 14'-10" 14'-10" 25 0.024" V-2" 8'-2" 8'-2" 81-2" 0.040" 14'-6" 14W 14'-6" 14'-6" 30 0.024" V-4" 7'-4" 7'-4," 0.040" 13'-1" 13'-1" 13'-1" W-1' 40 0.024" 6'-1" 8'-1" 6'-1" B'-1" 0.040" 1 V-7 i 1'-2'- 11'-7 11._2" Lj7'_4" 60 0.024" 4'-6" 4-6" 4'-8" 4'-8" 0,040" 8'-loll 8'-10ll 8'-10" 8_10-- MbLt 1.b Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 1 AULE 1.3 TABLE 1.4 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN Carl Putnam, P. E, 0.040"xZ'A6.625" Rafter Mullis an 0.042x3"x8" Rafter (Multlspan) 3441 Ivylink Place Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s 1n 115 130 115 120 10 24" 13'-9" 13'-9" 13-_9" 13-_0" LIVE 20" 15'-5" 15'-5" 15'-5" 15'-5" 16" 17'-9" 17'-9" 17'-9" 17'-9" 12" 20'-11" 20'-11" 20'-11" 20'-11" 20 24" 8'-6' 8-4" 8--6" 8'-6" LIVE 20" V-9" 9--9" 9'-9" 9'-9' 16" 11'4" 1V-4" 11'-4" 11-4- 12" 13'-9" 13'-9" 13'-9" 13'-9" 25 24' 8'-2" 8'4" V-2" 8'-2" 20" W-4" 9'4" V-4" V-4" 16" 1 V-0" 1 V-0" I V-0" IV-6- 12" 13'-4" 13'4" 13'-4" IV-4" 30 24" 7'-1" 7'-1" 7-1" 7--1" 20" 8--2" 8-_2" 8-_21- 8-2-- 16" 9'-8" 9'-8" 9-4- 9'4- 12" 1 V-10" 11'-1v. t i--1 oll i i'_10" 40 24" 5'-8" 5'-B" V-6'- 5'-13" 20" 6'-7" V-7" 6--7" V-7" 16" 7'-10" 7'-10" 7'-10" 7'40" 12" 9'-6" V-B" 9'-8" 9'-8-' 60 24" 4'-0" 4'-0" , 4'-0' 4'-0" 20" 4-$" 1 4'_6'.' 4-$" 4-_8" 16' 5.-13" 5-_8" 5._8" 5._B" 12" 7'-1" 7'-1" 7'-1" 7--1" TABLE 1.8 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 36' 11'-8" 1 i,-8" 11'-8" 11'-8" LIVE 32" 12'-8" 12'-8" 12'-8-' 12'-8" 24' 1W-4" 15'-4" 15'4" 15'-4" 16" 1V-8" 19'-8" i9,-8" 19'-811 20 36" 6'-10" V-i 0" 8'-10" 6'-10" LIVE 32" 7'.6" 7'-6" 7--6" 7'-6" 24" 9'-S" 7-5" 9'-5" 9'_5" 16" 12'-8" 12'-8" 12-_8 - 12-8" 25 36" 6'-7" 6W" 6-7" 6'-7" 32" 7 -3" 7'-3" 7-3" 7'-3" 24" 9'-1" 9'-1" 9'-1" V-1" 16- 12'-2" 12'-2-- 12--2-- 12'-2" 30 36" V-8" V-8" V-8- V-8- 32" W4' 6%3" V-3" 6'-3" 24" 7'-11" 7'-11" 7'-11" 7'-11" 16" 10'-9" 10'-9" 10'-9" 10-4- 40 36" 4'-5- 4'-5" 4'-5" 4'-5" 32" 4'-10" 4'-10" 4'-10" 4--10" 24" 6'-3" 6-4- 6'-3" 6'-3" 16" 8'-8" 8'-13" 8'-8" 8--8" 60 36" V-0" 3%0" 3'-0" V-0" 32" V-5" V-5" 3'-5" 3-4- 24" 4'-5" 4'-5" 4'-5" 4-4- 16" 6'4- 6-4- 6'-3" 6--3" IPOLE WJ Lynchburg, VA 24503 cadpdriam&omcastnet OCT 02 2013 2015 139 ICC ESR1398 (2012 IBC) 9129/2013 Page 6 of 66 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES n 074'xO'Yfi.095" Raftw 114;fnelP Snanl n_n32'10"Y5 625" knflfw IRInnin Snnn1 n ndn--vv vA R7r." Pyfa" ICl nn la Cnv nl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s In 130 140 150 170 10 24" 8'-1" 7'-3" V-7" 5'-5" LIVE 20" 9%0" 8'-2" 7'-5" 6'.2" 16" 10'-3" 9'-4" V-6" 7'_2" 12" 12'_0" 1 T-0" V-8" 7'_7" 20 24" 4'4" 4'4' 4'-4" 4'4- LIVE 20" 5'4' V-2" V-2" 5-4- 16" V-6" V-6" V-6" 6'-6" 12" V-7" 6'.7" V-7" 7'-7" 25 24" 4'-2" 4'4" 4'_2" 4'-2" 20" 4'-11" 4'-11" 4'-11" 4'-11" 16" 6-2" 6-2" 6'-2" 6'-2-- 12" B-3" 8-3" 8-3" 7--7- 30 24" 3'-5" 3'4' 3'-5" T-5" 20" 4-2" 4-2" 4'-2" 4-2" 16" 5-4- 5--2" 5'-2" V-2" 12" V-10" I V-10" 6-40" V-10" 40 24'- 2-7" 2'-7" 2'-7" 2--7" 20" 3-_t" 3--1" 3-_1-- 3'-1" 16" V-10" T-10" V-10" T-10" 12" 5-4- 5--2" 5'-2" 5'4- 60 24" T-9" 1'-9" V-9" T-9" 20" 2'-1" 2'-1" Z4' 2-44 16" 2-7" 2-7- 2'-7' 2-7' 12" 3-_V- T-5" V_6., 31_61, I MILL 1.10 n n')d"v7"vC Al F" Raffar AMdtin nnM Ground Rafter Wind Speed and Exposure Snow Load Spacing (Exposure C s in 130 140 150 170 10 24" 6'-91 6'-9" 6'-7" V-5" LIVE 20' 7--9" 7-9" 7'-5" 6--2-- 16" 9--1" 1 9-4- V-6" 7'_2" 12" 11'-1 - 1 V-0' 9'-8" 7'-7" 20 24" T-10" 3'-10" V-10" T-10" LIVE 20" 4'-6" 4'-6" 4--6" 4'-6" 16" 5'-5" 5'-5" V.S" 5'-5" 12" V-9" V-9" V-9" 6-4' 25 24" 7-8" 3'-9' 3'-8" T-6" 20" 4'4' 4'-3" R-3" 4'4" 16" 5'-2" 64' V-2" 5--2-- 12" 6'-6" 61-6" 60 61-6" 30 24" 3'-1" 3'-1" 3'-1" 31_1" 20" 3'-8 3'-8' 3'-8" 3'_g- 16" 4'-5" 4'.5" 4'-5" 4--5" 12" 5'-8 V-13" 5-_8-' V-e" 40 24" 2'-5" 2'-5" 2'-5" 2'.5" 20" 2'-10" 2'-10" 2'-10" 2'-10" 16" 3-4- V-6" T-6" 3--6" 12" 4--5" 4'-5" 4'.5" 4--5" 60 24.' 1'-71- 1' 7" 1-_7" 1W" 20" V-11" V-11" 1'-11" 1'-11" 16" 2'_5' 2'-5" 2'-5 2'-51- 12" 3'-1" 3'4- 3-_i-- T-1' Ground Rafter Wind Speed and Exposure Snow Load Spacing (Exposure C s in 130 140 160 170 10 24" 12'-4" 1 V-4" 10'-5" 9%0" LIVE 20" 13'-6" 12'-5" 11'-6" 9'-11" 16" 1 V-2" IT-1 1 " 17-11" 1 V-2" 12" 17,_5" 16'-0" 14'-10" 17-11' 20 24" 7'-5" 7'-5" 7'_5" 7--5" LIVE 20" V-11" 8'-11" V-11" 8'-11" 16" 11'-1" 11'-11, 11'-1" W-1" 12" 14'-8" 14'-8" 14'-B" 12'-11" 7'-1" T-1" 7,_1" T_1„ 20" 8'-6" V-6" 8'_6" V-V' 724115 16" 10'-7" 10'-7" 10'-7" 10'-7" 12" 14'-0" 14'-0" 14'-0" 12'-11' 30 24" V-11" 6-11" 6-11" 6-11" 20" 7--l" 7--l" T-1" 7-1" 16" 8'-10" 8'-10" 8'-10" 8'-10" 12" 11'-9" 11--9" 11--9" 11-_g'- 40 24" 4'-5" 4'-5" 4'-5" 4'-5" 20" 5'.4" 6-4' 5'-4" 5-4'- 16" V-8" 6'-8" 6'-8" V-W" 12" 8'-10" 8'-10" 8'-10" 8'-10" 60 24" 3-0" 3'-0" 3-0" T-0" 20" V-7" 3'-7" 3'-7" V-7" 18" 4'-5" 4'-5" 4'-5" 4'-5" 12" V-11" V-11" V-11" 5'-11" WN R�IRi� n n77'Y7"vF. r*)-F;" Ra Har lhA-�Eficnsnl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s In 130 140 15C 170 10 24" 10'-3" 10'-3" 10'-3" 9--0" LIVE 20" 11'-7" 1V-7" 11--6" 9'-11" 16" 13'-5" 13'-5" 12'-11" 1V-2" 12" 16'-0" 1 V-0" 14'-10" I VA 1' 20 24" 6-1" 6-1" 6--1" V-1" LIVE 20" 7-0" 7-4- 7-_0" 7-_0-- 16" V-4" 6-4' V-4" 8'-4" 12" 10'_3" 10'-3" 10'-3" 10-3" 25 24" V-10" 5'-10" 5'-10" 5--10" 20' 6'-9" V-9" 6W' 64- 16-- 81-01- 81_01- 6-_0.. 8-_0-- 12" 9'-11" V-11" V-11" V-11" 30 24" 5'-0" 5'-0" V-0-- 5'-0" 20" 5'-10" V-10" 5'-10' VA0" 16" 7-4- T_0" 7-_01- 7'-0" 12" 8'-8" 8'-8" 8'-8" V.8" 40 24" T-11" T-11" 3--11" 371" 20" 4'-7" 4'-7" 4-_7- 4'-7" 16" 5'.7" 5'-7" 5'-7-- 5'_7" 12" 7'-0" 7-4- 7'_0" 7'4- 60 24" 7-9" T-9" 2--9" 2--9-- 20' 3'-3" V-3" V-3" 3-4- 16" 3'-11" 3'-11" 3'-11" 3'-11" 12" 5'-0' 5'-0" V-0" V-0" Ground 'Rafter VWnd Speed and Exposure Snow Load Spacing Exposure C s in 130 140 160 170 10 24" 16'-1" 14'-11" W-10" 12'-1" LIVE 20" 17'-8" 16'-3" 15--l" 13-4- 16" 19'-3" 18'-2" W-10" 14'-9" 12" 21'-0" 20'-0" 19'-1" 16'-10" 20 24" 11'-3" 1 V-3" 1 V-3" 1 V-3" LIVE 20" 13'-5" 13'-5" 13'-5" 13'-2" 16" 15'-10" 16-10" 15'-10" 14'-9" 12" 18'-2" 18'-2" 18'-2" W-10" 25 24" 10'-8" 10'-B" 10'-8" 10'-81- 20" 12'-9" 12'_9" 1741 12'-91, 16" 15-6" 151-6" 16-4- 14'4" 12" 17-0" 17'-0" 17'-9" 30 24" V-11" V-11" V-11" V-11" 20" 10'-8" 10'-8" 10'-8" 10'-811 16" W4' 1 V-4" 13'-4" 13'-4" 12" W-3" 16'-3" 16'-3" 16'-3" 40 24" 61-9" 6'4- V-9" 6'-9" 20" V-1" V-1" 8'-1" V.1" 16" 10'-0" 10'-0" 10'-0" IV -a' 12" 13'-4" 13'-4" 13'4' 13-.4.. 60 24" 4'-6" V-6" 4'-6" 4'-6" 20" V-5" 5'.5" 5' 5" 5' 5" 16" 6--9" 6'-9" 6' 12" 8'-11" V-11" V- 0 n4n"Y2"YA fi75" RnPar IMid ltmmnl 0.042"Y3"YA" Raffpr lRinnla Snanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C in 130 140 150 170 10 36" 14'_7•' 13'_5" 12',4" 10'•8" LIVE 32" 15'-6" 14'-3" 13'-2" 11'-5" 24" 17--10" 16'-S" 16-4- i T-3" 16" 21'-8" 20'-0" 1V-6" IVA" 20 36" V-2" 8'-2" V-2" 04' LIVE 32' V-2" 9'-2" 9'-2" 9'•2" 24" 1 V-2" 12'-2" 12'-2" 12'-2-' 16" 18'-1" 18'-1" 18'-1" 16•-1" 25 36' 7'-10" 7'-10" 7'-10" 7'-10" 32' 6'-9" 8'-9" V-9" 24" 11--7" 11-7" 11'J'- 11--7" 16' 17'-3" 17-3" 17'_3" 16'-1" 30 36" 6'-6" 6'-6" 6'-6" 6'-6" 32" 7'-4" 7'-4" V-4" 7'-4'- 24" 9--9" 9-_9�- 9-_9" 9-_g" 16" 14'-5" 14'-5" W-5" 14'-5" 40 36" 4'-11" 4'-11" 4--11" 4-A 1" 32" 5'-6'- V-6" 5--V- 5'-6" 24" 7'•4" 7--4'- 7-_4-- 7-_4 - 16" 10'-11" 10'-11" 10'-11" 10'-11" 60 36" T-3" 3'-3" T-3" 3'-3" 32" 3'•8" 3'-B" 3'-8" 3'-8" 24" 4'-11" 4'-11" 4'-11" 4'-11" 16" T-4" T.4-- T_4-� 7-_4�� 3"Y3" Rnftpr Ir�fi'- nlr. IMiIIicnan nr filnnlal Ground Rafter Wind Speed and Exposure Snow Load Gauge Exposure C s in 130 140 150 170 10 0.024" 12'-5" 12'-5" 11'-8" 10'-3" LIVE 0.040" 16'-4" 15'-6" 14'-9" IY-6" 20 0.024" 8'-5" V-5" 8-4- V-5" LIVE 0.040" W-10" 1V-10' 14'-9" 13'-6" 25 0.024" V-2" V-2" 8'-2" 8'-2" 0.040" 14-6" 14'-8" 14'-V- 13'-6" 30 0.024" 7-4" 7�' 7'-4" 7'-4" 0.040" 13'-1" 13-1" IVA" IV-1' 40 0.024" 6'-1" 6-1" 6'-1" V-1" 0.040" 1 V-2" 11-2" 11-2" 11-4- 60 0.024" 4--8" 4--8" 4-8" 4'- 0.040" V-10" 8'-10" 6'-10" 8' -9" - Amerimax Exterior Home 6'-9" 28921 US Hwy 74 11" 8'-11" Romoland, CA 92585 TABLE 1.12 TABLE 1.13 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN Carl Putnam, P. E. 0.042"x3"x8" Rafter Wultlsoanl 3441 Ivvlink Place Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 130 140 160 170 10 24" 13-9" 13'-9" 13-9" 12'-1' LIVE 20" 1V-5" 15'-V 15'-1" 13'-2" 16" 17'•9" 17'-9" W-10" 14'4' 12" 20'.11" 20-_0" 19'-1" 16--10" 20 24" V-6" 8'-6" 8'-6" 8'-6" LIVE 20" V-9" 9-4- 9-4- 9'-9-' 16" 1V-4" 11'-4" 11'-4'- 114' 12" 13'-9" 13'-9" 13-4- 13'.9" 25 24-' 8-2" V-2" 8-2" 8-_2'- 20" 9'4' 9'4' 9-4- 9-4- 16" 11'-0" 1 t'-0" 11'-0" 1 V-0'1 12" 13'-4" 13'4' 13'-4" 13'4' 30 24" 7-1" 7'-1" 7'-l" 7-_l" 20" V-2" 8-2" 8'-2" 8'_2" 16" 9'-8" 9'-811 9•_8" 9-8" 12" 11'-10" IV-10" 11'-10" 1V-10" 40 24" V-8" V-8" 5'-8" V-8" 20" 6-7-- V-7" 6-_7" 6'-7-- 16" T-10" T-10" 7'-10" 7'-10" 12" 9'-8" 9'-8" 9--0-- 9--8-. 60 2N' 4'-0" 4'-0" 4--0" 4'-0" 20 4'_8" 4'-8" 4- 8 4'-8 16 5'-8" V-8" V-8" V-8" 12' 7'-1" T-1" 7'-1" 7'_1'- IAULL 1.15 IACLL 1.1G IAULk 1.17 ICC ESR1398 (2012 IBC) 9/29/2013 Page 7 of 66 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (1551) in 130 140 150 170 10 36" 1 V-8" 1 T-8" 1 V-8" I a-8" LIVE 32" 12'-8" 12'-8" 12'-B" IV-5" 24" 15'-4" 1 V-4" 1 V-3" 13'-T' 16" 19-8" 19'-B" 1V-6" 16.1" 20 36' V-10" 6'-10" V-10" V-10" LIVE 32" 7'-6" 7'-6" 7'-6" 7'.6" 24" 9--5" 9'-5-- 9'.5" 9--5" 10' 12'-e" 12-8" 12-_6" 12-8" 25 36" 6'-7" 6'-7" 6--T' 6'_7- 32" T-3" 7-3" 7-4- 7'4- 24" 9'.1" 9'-1" 9'-1" 9--1" i 6" 12'-2" 12'_2" 12'-2" 12-2" 30 36" 5'-8" 5'-8" 5'-8" 32" V-3" V-3" 6'."' 24" 7'-11" 7'-1V 7'-11" T-11" 16" 10'_9" 1049 10--9" 40 36" 4'-5" 4'-5" 4--5" 4'-5" 32" 4'-10" 4'-10" 4'-10" 4'-10' 24" 6-4- 6-4- 6'3" V-3" 16'. 8'-8" 8'-8" 6'-8" a'-8" 60 36" V-0" T-0" V-0" 3'-0" 32" 3'-5" 3'-5" T-5" 3'.5" 24" 4-_5" 4.-5,- 4-_5-1 4'_S" 16" 6'-3" V-3" 6'--3" 6'-3" IAULL 1.16 Lynchburg, VA 24503 4 PU C 681 * 6/30 17 lk CML OCT 02 2013 LATTICE COVER 20 POST SPACINC..S FOR PATIO ANn COMMFRCIAI- CAVFRS NORMAL. WIN11 ARFAA 16 Ga & x8 swl. C Baam Welall L18 12 Ga TW!' Steel C Boom (DoWit Lie) DDuDIe 12 Ga T'x ' Sleel C (Detail L81 16 Ga 3"A'. Sleal C Beam (Detail LIB) 12 Ga 3'W" Steal C Heem (DelEW L10) OOubt012 Ga Tx8" Steel C (detail LB) TABLE 25 A'4rl7edsi%gIo Freeslanding or or Alt8Ch9d Freestanding or TABLE 2,5 AM clsingle Freestandingor ASaT.edS'ngIe Freestanding or A5adledS;nsle Freestanding or span SeucNre Multispan Units UIllspan Units Sin3clure Muldspan Uni1S spans0ucacr Mulfis nUnits 59an e0ucmre Multl5pan Units Span 5lruwre MultispanUnils GRMNO TRr6 MAX POST MAX MA1t P057 LENGTH NIAXMAX POST LENGTH MAX MAX POST LENGTH GRntUND 'IRIS MAT[ POST MAX MAX POST LENGTH MAX MAXPOSTLENGTH MAX MAX For LENGTH SNft %MOTH POST AEOID POST MIN FOOTER6 I 12' I IS' JdSvgluraaSlartdling POST 6' ] IX I IV POST MIN FOOTER ir I 12' I 15.SNOW LNDTH POST REO POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTE9 6' I 12' I 15' POST Im Foomt 0' I 12' j 15' LOAD (FT) SPACING FOR SPACIN FDST SIZE CONSTRAINE➢FOOTE SPACIM ONSTFWtiEOFOOTE+ SPACING POST 512E CflNSTRA4:EDFOOTS LOAD (FT) SPACING FOR SPACI.N PO SIZE CONSTMNEOFCGT SPACII: POST SIZE COSNSTRAINE❑F❑OTE SPACINGPos SIZE CONSTMNEDFGO(PSF7 ON SLAB SLAB (FT) TYPE 'd' "d" 'd- 'd (FT) 'd' 'd' 'd' (FT) TYPE 'd' -d' -4' 'd" I I (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' "y -d- (F77 7YAE d d d d' (FQ YP d" "d 'd'IFT3 My Opl 0) On1 Gn) O0 IIn1 on) On} On) Cnl IFT} On) (tR1 PR] tl:fl PRl [n) GR} (In1 Onj C�ni On) pP1 10 5 IT-7" A 27.1' C 24 25 28 W-1' E 27 37 31 LIVE 6.5 174' A 16.11" c 24 25 26 1 29'-2" S 28 28 30 6 114' A IT -ID" D 24 24 27 28'4' E 26 26 30 6.5 10'-5" A IV.11' 0 25 25 27 27'-7' E 29 29 30 7 9'4" A 16'.1' 0 25 25 27 26-6' E 29 29 30 7.5 9-1" A 15'4' ❑ 25 25 26 25=5' E 30 30 30 %6 6'-0" A 14'-0' ❑ 25 25 26 24%6' F 37 30 40 0.5 9-0" A 14'-0' D 25 25 26 27-W F 30 30 30 9 T-6' A 13'$' 0 25 25 26 =-10' F 30 30 30 9.5 T-T A 13'-0' 0 26 26 26 22'-2' F St 31 31 10 6'-9' A 12'-0' 0 26 26 26 21' 5' F 31 31 31 10.5 61;' A 12'-1" 0 26 26 26 20'-1 D' F 31 31 31 11 6'-2' A 11'-7' D 26 26 26 W-3- F 31 31 31 11.5 5'-11' A 11'-1' D 26 2S 25 IV-9' F 31 11 31 12 6-0" A 10'-7" D 25 26 26 193' F 31 31 31 13 5'-2' A V-10' ❑ 28 26 28 1$-4* F 32 a2 32 14 4'-10' A 9'-1' ❑ 25 26 26 IT-6' F 32 32 32 15 4'-0' A a'-6• D 26 26 26 16.9' 1 F 32 1 32 32 I IS MPH EXPO' C or 130 MPH EXPOSURE a 351$' E 29 29 32 34-10" E 30 30 32 34'-1' F 30 30 31 33W F 31 31 31 32'-9' F 31 31 31 3X-2' F 32 32 32 31'-7' F 32 32 32 311•1' F 33 33 33 30'-7' F 33 33 33 30'-2' F 34 34 34 29'-6' F 34 34 34 294" F 35 35 35 26-11" F 35 35 35 28'4i' F 35 35 35 26'-2' F 36 36 36 27'-7" F 38 36 36 26-11" F 37• 37 37 26'3' 1 G 38 36 36 10 5 t3'-7" A 20-1' C 2? 27 30 30'-1' E 31 31 33 3514" E 32 32 35 LIVE 5.5 174' A t8-11" C 27 27 30 29'-2' E 31 31 33 34'-10" E 33 33 34 6 11'4' A W 10" 0 27 27 30 29'-4' E 32 32 33 34'-1' F 34 34 34 615 t0'-5' A 16'-11" 0 26 25 29 27'-7' E 33 33 33 33'-5' F 35 35 35 7 9'-0" A 16'-1' D 28 28 29 26'-G' E 33 3333 32'-9' F is 35 35 7.5 9'-1" A 15'-4 ❑ 28 2B 29 25'-5' E 33 33 33 32'-2" F 3S 36 36 6 -0 6'" A W-13" ❑ 28 2B 28 -0 24'' p 34 34 34 31'-7' F 36 36 36 0.5 9-W A 14'-0' ❑ 28 28 28 23'-0' F 34 34 34 31'-1' F 3737 37 9 7'S" A 131-6' 4 29 20 29 22'-10" F 34 34 34 30'-7' F 33 38 30 915 7'-T A 13'-0' ❑ 29 29 29 2T-2' F 34 34 34 30'-2" F 38 38 38 .. 10 61' S A 12'-6' D 29 29 29 21'-6' F 35 35 35 29'-0' F 39 39 30 10.5 6'S" A 12'-t" 1) 29 29 29 20'-10' F 35 35 35 29'4' F 39 39 39 11 6'-2- A 11'-7' D 29 29 29 20-3' F 35 35 35 28'-11' F 39 39 39 11.5 5'-11" A IV 11 0 29 29 29 19'.9" F 35 3535 28'-G' F 4e 40 40 12 5'-8' A 104' 0 29 29 29 19'-3' F 35 35 35 26.2' F 4040 40 13 V-2" A 9`40' 1)29 29 29 1B'4- F 36 36 36 2T-7' F Al 41 41 14 4'-10' A II D 29 29 77 1T-6' F 36 36 36 26'-11' F 42 42 42 :5 4'.6" A 8'$' D 20 29 29 I.. 36 IS 38 2.-G 42 42 42 20 5 7'-1" A 12'11- 0 21 23 25 Z7 22'-1- F 25 26 29 3D 30'4" F 77 27 31 32 LIVE 5.5 61-51 A 12'61' D 21 22 25 27 20'-10" F 25 25 29 3D 29'-2' F 28 26 30 32 8 5'-11" A 11'-1' 0 21 22 25 26 19'-9' F 25 25 28 30 2W-4' F 28 29 30 32 6.5 5'S' A 10'-3" D 21 22 24 26 18'-10' - 25 25 29 29 27'-7- F 29 29 30 32 7 5'-l" A 9'-7' D 21 21 24 26 19'-0' F 26 28 27 29 26-11' F 29 29 30 32 75 4--9" A 8'-11' D 21 21 24 25 17'-3' F 26 26 27 29 26'-3" F 30 30 30 32 8 4'-5" A 8'4" 0 21 21 23 25 W-151 F 25 25 27 29 25'-9" G 30 30 30 31 0.5 4.2" A 7'-11" D 21 21 23 25 15'-11' F 26 26 27 20 25'-3' G 31 31 31 31 9 3'-11" A TS' D 21 21 23 25 1514' F 27 M 27 20 24'-9' G 31 31 31 31 9.5 3'-91 A T-1" D 21 21 23 24 14-10" F 27 27 27 20 244' G 31 31 31 31 10 31-V A 6-9' D 21 21 23 24 14'4' F 27 27 27 20 23'-1V G 32 32 32 32 10.5 3147 A 6.5' 0 21 21 22 24 131.10, F 27 27 27 2a 23'$' G 32 32 32 32 11 T-T A 6.1. D 21 21 22 24 13'-5' F 27 27 27 27 23'-2' G 33 33 33 33 11.5 3'-1" A 5'-10" D 21 21 22 24 13-1' F 27 27 27 27 22$' G 33 33 33 33 12 7-11' A 5'-7' D 21 21 23 24 12'-8' F 27 27 27 27 2X3' G 33 33 33 33 13 7-B" A 5%2' D 21 21 23 25 12'-0' F 20 20 29 ZI 2i'3' G 34 34 34 34 14 Z-6. A 4'-10" D 21 21 23 25 11'-51 F 28 2B 2B 28 20'$' G 34 34 34 34 15 2'A- A 4'-0' D 21 21 24 25 10'-tt" F 26 28 2B 28 27-0' G 31 34 34 34 10 11J51f I 4-1o•„ VA 1D'-0' E 19 22 25 25 !9'i' F 24 25 28 29 211' F 26 27 30 31 6.5 41-C A 9'-9' E 19 21 24 26 18'-2" F 24 25 27 29 25'•5' G 27 27 29 31 6 4-0" A 8'-11" E 19 21 24 25 17'-0' F 2f 24 27 29 2C.8' G 27 27 29 31 6.5 31-6" A 8'-3' E 19 21 23 25 161•51 F 24 24 27 29 24'A' G 26 28 29 31 7 T-5' A T-e' E 19 20 23 25 15'-0" F 25 25 27 28 23'.5' G 28 28 29 31 7.5 T-2" A P-2' E 1 19 20 23 24 14'-11' F 25 25 26 29 22'-1V G 29 29 29 31 8 T.O. A 6'-9" £ 19 20 23 24 141-4' F 2$ 25 26 28 22'S' G 29 29 29 30 8,5 2'-10' A 614" E 19 20 22 24 131•9' F 25 25 26 28 2Y-0' G 29 29 29 30 9 r-v A 8'-0" E 19 19 22 24 13'-3- F 25 25 26 27 21'-7' G 30 30 30 30 9.6 7-0' A 5'-0" E 19 19 22 24 12'-9' F 25 25 25 27 21%2' G 30 30 30 30 10 2S' A 5-5' E 19 19 22 24 1741 F 26 2626 27 20A 0' G 30 30 30 30 10.5 r-3. A 5'-2' E 19 20 22 24 11'-11' F 25 2626 27 20'-0' G 31 31 31 31 11 7-2' A 4'-11' E 19 20 22 24 1T-7' F 26 2s 26 27 20'-2" G 31 31 31 31 11,15 X.l. A '.-6. E 19 20 22 24 11'-3' F 26 25 26 26 19'•10' G 31 31 31 31 115 MPH F.Wn5VRF C n-- 1 in M P14 FT'pn S4 I RFR 30 5 4'-1T A l0'-8' E 22 24 27 29 1914' F 26 27 30 32 26'-31 F 29 29 32 34 5.5 4'4" A 9'-9" E 22 23 25 28 181•2' F 27 27 30 32 25%5' G 30 30 32 34 6 4'-W A 6'-11' E 22 23 ?6 26 IT-V F 27 27 29 31 24'-0' G 31 31 32 34 6.5 3'-0" A W-31 E 22 23 25 27 16'-5' F 27 27 29 31 24'-0' G 31 31 32 34 7 31S' A 7-5" E 22 22 25 27 15'$' F 28 26 29 31 23'-5' G u 32 32 34 7.5 3'-T A T--T E 22 22 25 27 14A 1' F 28 28 29 31 2T-11" G 32 32 a2 33 0 31-W A 6.91 E 22 22 25 28 14'4' F 26 28 20 110 22'-51 G 33 33 33 33 8.5 7-10' A 64- E 22 22 24 26 13'-9' F 28 28 25 30 22'-0' G 33 33 33 33 9 2'-V A 641' E 22 22 24 26 131-3" F 28 28 20 30 21--7- G 33 33 33 33 9.5 2'-6' A 5'-8' E 22 22 74 26 12'-8' F 29 29 29 30 21'-2" G 34 34 34 34 10 2'S' A 5'-51 E 22 22 24 26 12'4' F 29 29 29 29 20-10' G 34 34 34 34 21-710.5 2' A 5-T E 22 22 74 26 11'-11" F 29 29 20 29 20'-S' G 35 35 35 35 11 2'-T A 4%11' E 22 22 24 26 11'-7' F 29 29 29 29 20'-2' G 35 35 35 35 11.5 1 2'-1' R 4'-6- 1 E 1 22 1 22 1 25 28 11'-3' 1 F 1 29 29 29 29 19'-10' G 35 35 35 35 12u MFH r_n-rG3Unt e 30 5 4'-10' A 10'41 E 2D 22 25 27 194' F 24 2S 28 30 26'-3- F 27 27 30 32 5.5 4'4" A 9-9" E 20 22 25 26 1B'-2' F 25 25 28 30 25'-51 G 27 27 30 32 a 4'4' A 6'-11' E 20 22 24 26 1T-31 F 25 25 28 29 24'$' G 26 a 30 32 6.5 X-V A 813' E 2D 21 24 26 16'-5' F 25 25 27 29 24'-0' G 28 28 30 32 7 T-5, A 7'$" E 20 21 24 25 15'$' F 25 25 27 29 23'-5" G 29 29 30 31 7.5 T-7 A 7-2" E 20 21 23 25 14'-1V F 26 26 27 22'-11' G 26 29 29 31 5 3'-01 A W.S. E 20 20 23 25 14'4' F 26 76V26 26 22'-5' G 30 30 30 31 8.5 2'-10' A 64" E 20 20 23 24 13'-9' F 26 2G 28 271" G 30 30 30 31 9 2'4r A 6'-0. E 20 20 23 24 13'3' F 26 26 2 21'-7- G 31 31 31 31 9.5 74" A 5.A. E 20 20 22 24 12'-9' F 26 26 26 26 211.21 G 31 31 31 31 10 7S' A W-5. E 20 20 22 24 174' F 25 26 26 21 20'-10' G 31 31 31 31 10.5 7.3- A 5'-2- E 20 20 23 24 11'-11' F 26 26 2T 20'•6' G 32 32 32 32 11 2'•2- A e-11' F 20 20 23 25 11'-7' F 27 1 27 26'•2' G 32 33 32 32 120 MPH ExPd5LIP E C or 140 MPH EXPOSURE 5 1: 28 31 3 30 5 4.10' A 19.8' E 22 24 27 29 19'4' F 17 5.5 4-4- A 9'-9" E 22 24 27 29 16'-2' F 2 26 30 2 6 4'-0' A B'-11' E 22 23 26 28 17.3' F 2 20 30 2 R • 6.6 T-0" A 8'-3' E 22 23 25 26 161S- F 2 28 30 2 q4 Pv 7 T-5" A 714' E 22 23 25 26 151S- f 28 28 30 1 -0 7.5 3'-2' A 7'-2' E 22 22 25 27 14'-1V F 29 29 29 11 V 5 7'-0' A 6.9' E 22 22 25 27 14'4- F 9 8.5 7-1 a" A 6'4- E 22 22 25 27 131A' F 9 26 27 31 9 r a. A 6'-0" E 22 2225 26 13'J' F 9 30 9.5 2'-G' A 51$' E 22 22 24 20 1 -9- F 30 10 2'-5' A 515" E 22 22 24 26 '4' \.F 10.5 2'-3" A 5'-2" E v 22 25 27 1 '-11- ry Ru t7 2'-2- A i'.11- E 22 L' 25 27 1'-7- 4qt CP+�1Fo�` C 8139 �OCT 02 2013 aaoi7 ICC ESR1398 (2012 IBC) 9/29/2013 Page 12 of 66 CIVIL tiP OfirAt OZQ JUN 02 2015 LATTICE COVER2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMALWiND AREA! 18 Go T'4" Steel C Beam (Detail 1-1 BI 12 GB X'x8" Steel C Bown (Dole iI L781 Double 12 Go Wxff' 51BrJ1 C (Detail LB) t6 Go 3'718" Steel C Beam (Detail L18) 12 Go 3"x8" Steel C Beam (Detail L19) ❑out)[012 Go 3"x8" Seel C (Detail 1-8) TABLE 25 Single freestanding or Arachedsingle FreeslPnd[na Or Attached Fratsw1ding Or TABLE 2.5 ABedlcd S!NIa Fre"anding Or Avvheds-,,va Freeslaidrng Or ASeWcd 9[nple FIe6519 RCirlg or SDan Structure Mullispan Units ;Pan 9pon svuatu70 Mullisp9n Units Structure Mullispan Units SAan Structure I Mullispsn Units SPeo Silucwre f,lull i5 pan 1jn115 Span Structure Multispan Units GROUND TRIG MAX POST MAX MAX P09T LENGTH MAX MAX P05T LENGTH A1AX MAX POST LENGTH MAX POST LENGTH hNX MAX POST LENGTH Gfttl'JTvp TR'S MAX P09T MAX Mp,x POST LENGTH MAXTMINFOSOTFLA SNOW WIDTH POST REOU POST MIN FOSTER 8' I 12' 15' POST MIN FOSTER B' I 12- I 15' POST MIN FOL'Tl:R 6' f 12' f 15' SNOW W.DTF[ POST RE POST MIN FOSTER 6' I 17 I 15' POST S. 1 17 ! is, POST MIN FOOTER 6' 12' I 15' LOAD (F1') SPACING FOR I I SPACIN POST SIZE GONSTR4INEDFOOTE SPACIN AC SIZE CONSTRNNEDFOOTP SPACING PO SIZE CONSTRAINED FOOTS LOAD (Fn SPACING FOR 5PACI POS SIZE CONSTRAINED FOOTS SPACINGCONSTPANEDFDOTS SPACLNG P7 SIZE CONSTRAINED FOGTE(PSF) ON SLAB SLAB (FIT TYPE `d 'd- 'd 'd' (FT) TYPE "d- -d 'd 'd (FT) TYPE -d- 'd -d• 'd" (PSF) ON SLABS1.r�R (r Q TYPE 'd "d "d' "d' (FT) 'T 'd' 'd' (FT) TY 'd'(FT) On) 0n) 6n) Cn1 (in) on) {n] On) (n) tlnl On} On) IFTI pn) [a1 6-I 9n1 Gn n I r) n) P•�I n�1 pn) C+n) 115 MPHEXPOSURE C or 110 MPH EXPOSURE a 20 5 7'-1' A 12'-11" 0 23 25 28 30 27.1' F 28 25 31 33 30'-7' F 31 31 33 35 LIVE SS V-6` A 17.1' D 23 24 27 29 20'-10" F 26 26 31 33 29'-2` F 31 31 33 35 6 5.11' A 11-1' 0 23 24 27 29 19'-9' F 28 26 30 32 2V4' F 32 32 33 35 6.5 5'-5" A 10'3' D 23 24 27 28 18'.10' F 29 39 30 32 2T-7' F 33 33 33 35 7 6-1' A 9'-7- D 23 23 a"'S 28 18'-0' F 29 29 30 32 26'-11" F 33 33 33 35 7.5 4'-9" A 6'-11' D 23 23 25 28 17'-3' F 29 29 29 31 26'-3- F 34 34 34 34 8 V-5" A 84' D 23 23 25 27 16'-6' F 29 29 29 31 25'-9' G 34 34 34 34 6.5 V--2' A T-11' D 23 23 2$ 27 IV-11" F 30 30 30 31 25'-3' G 35 35 35 35 9 7.11' A 7"-5" D 23 23 25 27 151-4' F 30 30 40 31 24'-9- G 35 35 35 35 9.5 3'-9- A 7'-1' D 23 23 25 27 14'.10" F 30 30 30 30 244' G 35 35 35 35 10 314" A 6'-9' D 23 23 25 26 14V' P 30 30 30 30 23'-lV G 36 38 3a 36 10.5 74- A 6'-5" D 23 23 24 26 13'-10" F 30 30 30 30 23'-0' G 36 36 3a 36 11 3'-2" A 614" D 23 23 24 26 IT-5' F 31 31 11 31 23'-2` G 37 37 37 37 11.5 3'-l" A 5'-10' D 24 24 25 26 13'-1' F 31 3t 31 31 22-0" G 37 37 37 37 12 X-11' A 5-7- D 24 24 25 27 121-0' F 31 31 3.1 31 22'-3' G 37 37 37 37 13 2'$" A 5'-2' D 21 24 75 27 17-0' F 31 M .1 31 21%5' G 1 39 36 1 39 1 36 115 MPH EVOSURE B 25 5 V.S. A Ir-61 E 20 23 25 27 21'-G' F 24 25 25 30 27-10" F 27 27 30 32 5.5 5'-2" A 11'-7' E 21 22 25 27 2013" F 25 25 28 30 27'-0" r• 27 27 30 32 6 V-9" A 117-7" E 21 22 25 25 19'-3' F 25 26 28 29 26'-3" F 28 26 SO 31 6.5 4'-5' A 9'-10, E 21 21 i4 26 1B'•4' F 25 25 27 21) 25'mo' G 28 28 29 31 7 4'-1' A T-1" E 21 21 24 25 17-fi' F 25 25 27 29 24%11" G 20 29 29 31 7.5 7.10" A V-r E 21 21 23 25 IV-91 F 26 26 27 29 244' G 29 29 29 31 a T-7" A 81-0' E 21 2I Z3 25 IV-1' F 26 26 27 29 27-10` G 30 30 19 31 6.5 3'4" A T-V E 21 21 23 2$ 15'-5' F 26 26 26 29 2Y-4' G 37 30 30 31 9 T-2" A 7'•1" E 21 21 23 24 W-10' F 26 26 26 28 27-1V G 30 20 30 31 9.5 3'-W A V-9" E 21 21 21 24 144' F 26 26 25 2B 22'1' G 31 31 31 31 10 X-10' A 6'-5' E 21 21 22 24 13'-11" F 27 27 27 25 22'-1- G 31 31 31 31 10.5 7-6" A V-1' E 21 21 22 24 IT-V F 27 27 27 27 21'-9' G 31 31 31 31 11 r-7' A 5-10' E 21 21 11 24 13'-0' F 27 27 27 27 21'-S' G 3; 32 32 32 11.5 Sfi" A 5'-7' E 21 21 22 24 11 12'4' I F 1 27 1 27 1 27 1 27 21--1- 1 G I 32 I 32 32 j 32 115 MPH EXPOSURE C w 130 MPH EXPDSU RE 13 25 5 F-9" A ITrV E 23 25 25 29 2t'-8' 5.5 V-2' A 11'-7' E 23 24 27 29 209-W 6 V-9" A 10'-71 S 23 24 27 29 1W-3" 5.6 V-S" A 9'-10, E 23 23 i6 28 18'•4- 7 V-1" A 9'-1' E 23 23 25 28 Ill. 7.5 3'-1 D' A 6'-01 E 23 23 M 27 16%9" 8 r-7" A 0'-0" E 23 23 25 77 16'-1- a's 314' A 71-6" E 23 23 25 27 151-5' 9 V-2" A T-l" C 23 23 25 27 14AV 9.5 T-0" A 6'-V E 23 23 25 26 144' 10 2'-101 A 673' E 23 23 24 26 13'-11' 10.5 7-8" A 6'-1" a 23 23 24 2a 13'.5' 11 2'-7" A S'-lw E 23 23 24 2S 13'-0- 11.5 7-0' A 5'-7' C 23 23 25 26 12'-6' 12 74" A 514' C 23 23 25 27 12,41 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. 6. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.5 F 27 25 31 33 2T-10" F 30 30 'a 35 F 26 26 31 32 27=0" F 31 31 33 35 P 26 26 30 32 26'1' F 31 31 32 34 F 28 2a 30 32 25'-B' G 32 32 32 34 F 29 29 30 31 24'-11" G 32 32 22 34 F 29 25 ".9 31 24.4" G 33 33 33 34 F 29 29 29 31 2r-10' G 33 33 33 34 F 29 29 29 31 234' G 34 34 31 34 F 3D 30 30 30 227-1V G 34 34 34 34 F 30 30 30 30 22'3" G 35 35 35 35 F 30 30 $0 30 22'-1' G 35 35 35 35 F 30 30 30 30 21%9' G 35 35 35 35 F 30 30 30 30 21'-5' G 34 36 36 36 F 30 3D 30 30 21'-1' G 36 36 36 36 F 31 31 31 31 20'-l0" G 16 36 36 36 115 MPH EX-05 URE B 40 5 3.7" A 8'-2" E 18 21 23 25 16'3' F 22 24 27 20 2]'-f 0- C 2S 26 29 31 5.5 3'•3' A 7'-5" E 16 2D 23 25 1513' F 22 24 25 26 23'"1' G 26 26 2931 6 T4. A 6'-9" E 18 20 23 24 14'-5` F 23 23 28 28 2T-5' G 26 26 23 30 6.5 7.9" A F-3' E 16 20 22 24 13'-6' F 23 23 25 27 21'-10' G 27 27 28 30 7 27-7" A 5'-10' E 18 1.9 22 24 Irmo' - 23 23 26 27 211•3' G 27 27 26 30 7.5 r-5" A T-5" E 18 19 22 23 12'•5' F 23 23 25 27 20'-10" G 26 28 28 30 8 7--3" A 5'-l' E l8 19 21 23 11'"11' 23 23 25 27 20'4' G 26 25 2a 30 8.5 r•1' A V-10' E 18 19 21 23 11'-5' F 24 24 25 27 19'-11' G 28 2B 26 30 9 2-0" A 4'-V E 18 19 22 23 11'-0" F 24 24 25 26 19'-7' H 29 2B 29 30 9,5 1'-11' A 44' E 16 19 22 23 101•7" F 24 24 24 26 19'-3' H 29 29 29 29 10 1=9" A 4'-l' E 18 19 22 24 10'-2" F 24 24 24 26 I SA I' H 29 29 29 29 10.5 7'-8' A ]'-11' E 18 20 ?Z Il 9'•1ff F 24 24 24 26 76'-7' H 30 30 10 30 116 MPH EXPOSURE C 0! 130 MPH CXPO,'URE B 40 5 T-7" A V-2' E 20 23 25 27 161-3' F 25 26 29 31 23'-10' G 26 26 32 14 5.5 T-3" A T-5" E 20 22 25 27 1513' F 25 26 29 31 23'-l' G 29 29 31 33 5 T.O. A F-9" E 20 22 25 26 14'-6' F 26 26 2a 30 2211' G 30 30 31 33 6.5 Z-9" A 6'-3' E 20 21 24 26 131-8' F 26 26 28 30 21'-10" G 30 30 31 33 7 2'-7" A 5'-10' E 20 21 24 26 13'-D" r 26 26 26 30 21'3' G 31 31 31 33 7.5 7.5' A V-5" E 20 21 24 25 1Y-5" F 26 26 Za 29 20'-10' G 31 31 31 33 6 2'3' A V-1' E 20 21 23 25 11'-11' F 2S 26 27 29 20'4" G 32 32 32 33 8.5 Z-1" A 4'-10" E 20 20 23 25 11'-5' F 27 27 27 29 19'-11' G 32 32 32 32 9 11" A 41-0" E 20 21 24 25 IVA" F 27 27 27 29 104- I H 1 32 1 32 32 1 32 OV_-'R• TABLE 22 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES HANG PROJECTION OF SINGLE SPAN STUCTU RES(FT) (F7) 0' 9' 1U 11' 12, 13' 14' 15, 16, iT is' IV 21. 21, 22' 0" 4- 4.5' 5' 5.5' 6' 6.5' 7' 7.5' a' a's, B' 9.5' 10. 10.5. 11' 1' 4A 5' 5.5' 6' 6.6 7' 7.5 6' 8.5' 9' 9.5' 10, 10.5' 11' 11.5' r 9 5.5' 8' 6,5' T 7.5' 8' a's, 9' 9.5' 10, 10.5' 11' 11.6 12' 3' 5.5' 6' 6.5' T 74 6' 6.5' 9' 9,5' 10, 111.& 11' 11.5' 1Y 12.5' 4' F 6.6' 7' 7.5, 8' 8.5' 9' 9.5' 10, 10,5' 11' 11.5' 12, 12.5' 13, S' 6.5' r 7.5' 8 8.5' 9' 0.6 10, 10.5' 11' 11,5' 12, 12,5 13' 13.5' TABLE 2.3 Past RoqulremaFits for Attached Single Span Structures Post Qa=lplion Max Hgt POST Cade Detail 0.04T713'S&' Aluminum PGsl 10' B 1 L1 0.024'k3'k3"Post with Side la( 11' B I L24 Clover 0.03Dk3'kWAlum 11' C L11 Cover O.G401A3 xW Alum 11' D L11 Colonial0,052" Exlruded 12' E A 0.341"x3'Sc3" Steel CIDve. 11' F L11 0.041"x3'k3" Steal Clover 8' G L11 3116"x3"x3" Steel Square 16 H L21 3J16'k3'k3" Steal S uare 12- 1 L21 3116WK4" Steal Square IS- ! L21 3fl6'k5'k5" Steel Square 15' 1 K I L21 TABLE 2.4 Pos1 Requirement ,or. Freestanding Structures or Mull' pan A lashed Structures Po51 Description Maximu 1 Fooling Max llei Code IDet 1>Y 0.04111c3')3" Steel Clover d= 2 B L11 0.041"xT$Z'Steel Clover d= 2 'V e' i B L1 3)16"x3'k3"Wool Empare d- 12 C I 3i1611x317t3" Steel S re d= a B' F 1 Sleet S r d 3 " 15' F rL21 3lSG"X3'713"Sleo1 u o - 3 12' E L21 12l164'x3'St3" 3116"xk'ka"Steellquilt= 4 " Lg-�- 15 G L21 3f IU'X 5`AV',5 Oe1 a 4 ' 15 L21 B. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Arnerimax Exterior Homa FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 28921 US Hwy 74 9. FIND THE 01C SPACING OR 9 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92685 10. USE THE APPROPRIATE DETAILS (1.1-129). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC6 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivyllnk Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB,FROM TABLE 2.5 Lynchburg, VA 24503 SLAB B. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Carloutnamdi-comeasLnel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ]CC ESR1398 (2012 IBC) 9129/2013 Page 13 of 66 )UN 02 2015 W L1 HEADER (3004-H34 ALUM. ALLOY) FOUR #E SEE TABLE BELOW FOR 21 4' �1 SCHEDULE BRACKET USED W\2' X 6 1/2' RAFTERS © RAFTER do SIDEPLATES (3004-H34 ALUM. ALLOY) Allow able Trib Width Wnd No. of 18 Screw s Speed t 0) Header 2 3 4 5 116mph 0.040 Double2x6 IT 16 ExpC 0.042 0.042"x3"x8" V V 12' is, 0.042 1 Double3xB 1T Is 140mph 0.040 Double2x6 5 IT 1V Exp C 0.042 0.042"x3"x8" V 7' 9' 17 0.042 Double 3x8 9' 14' IV #14 Screws 170 mph 0.040 Double 2x6 B' 17 I& Exp C 0.042 0,042 xYx8" 4' V 1 B' 11. 0.042 Double 3x8 8' 13' 16 140 nph 16G min 8" Steel C IV Exp C 16G mn Double Steel C 15' 170 mph 16G nin V Steel C IT I& Exp C 16G mn Double Steel C IV © 1,577.5E TUBES 1s•xts• e3• o/c 2'xE' 1!4' o% 31x3' 06' o/c DETAIL L4 .0"0 PRIX31 e5l a/c LATTICE 3105 H24 ALUM ALLY L4 POST/RWTER/LATTICE TUBE (3004-H34 ALUM. ALLOY) RAFTER TO HEADER CONTINUOUS 2"xs" OR 2x8" 7 8' 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 L9 1/4' LAG SCREW OR W/ 3'x8' #14 SCREW W/ 2.5' EMHEA INTO WOOD AND 3'x3' RAFTERS _ STUD SEE TABLE 7.5 COLUMN ANC4 DOUBLE FOR QUANTITY HEADERS USE OWNG uRT ONE BRACKET PER HEADER 2-.)11S ME L104 y 1"SCRE+If'-� TERNATE REAARFITER TO WALL CONN. 9' x 3' METAL POST DETAIL L25 SEE GENERAL NOTE #19 AND EIGHT 014 SMS LATTICE NOTE #3 UNITS MUST COMPY WITH L13 00, Iva 3/e'x5' E!U£p£MT TABLES L1 AND L2 ON SHEET O o LAG SCREW W/ 110, ME M5 ON EACH SIDE DF POST, MAX WIND SPEED IS 115 mph us EXPOSURE C t AKIIER FLOW .MST aR I1EADE1t ATTACHED STRUMRE POST TO DECK FLOOR JOIST ICC ESR1398 (2012 IBC) 9/29/2013 STUD - JUN 02 2015 #8 SCREWS 1 SCREWS � LI ALUTA. RAPIER RAFTER HANGER (DETAIL L7) 2 5' SIX 1/4' LAG SCREWS OR 1114 SCREWS W/ t5' OF PENETRATION INTO WALL STU➢ W/ TUN SE = 0.5 0 • 1 MIN RAFTER BRACKET DETAIL L7 Ci 6 CIVIL. UHAN LATTICE HEIGHT L6 LATTICE TO RAFTER C❑NN. . RAFTER SEE TABLE 76 FOR REQUIRED FASTENERS TWO #8 SMS EACH SIDE THREE #8 SMS EACH SIDE FOR 3X8 RAFTERS IN 25 PSF GROUND SNOW LOADS OR 140 MPH WIND AREAS L- 1.92' FOR 2' X 6 1/2' RWI RS L= 4927 FOR 3' X 8' RWIERS e� 1 1/2' FOR 2 X RAFTERS 6MI. AM.. Y= U781 2 3/4' FOR 3 X RAFfEAS (063-75 A � I Q RAFTER HANGER 3.00 40,721.5,G-j}--0.72 --i 0.93 �- 0.72 931.53,00 0.37 1� 0,72 t = 0.030' ALUM = 0.040' ALUM = 0.041' STEEL L1 f 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 C❑NDITI❑N IS 170 MPH EXPOSURE C Page 18 of 66 i1G STEEL POST 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY ALUM DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT Req'd Beam # of Type I IIC' bolft All C Beams "On Slab 1 4 16G Steel 3x8 1 4 12G Steel 3x8 8 Double 120 Steel 3x8 8 DOUBLE HEADER OA40'XWX6.625' OR 0.042'X3'x8' FOUR #14 L12 EACH NOTES SEE SHEET MISC5n OR MISC510 FOR MOMENT CONNECTION SPECS 'A' 'B' Amenmax 2B921 US Hwy74 EXTERIOR HOME PRODUCTS Romoland,CA9258( OCT 02 2013 NTS Engineer's Stamp ff��----- 1-2012 1 of 4 Lj 6 3/8' BOLTS W/ 1' DIA. x 3/32' THK. STL. WASHER TO 8' STEEL 'C' BEAM 5.5" SEE TABLE 7.4 COLUMN 'N' FOR QUANTITY 2.843' FOR #14 SELF DRILLING SCREWS SEE TABLE 7.4 e}� COLUMN 'L'. 0.097" ALTERNATE BRACKET6 6'3T6 ALUM) SQ POST CONNECTOR 2.25" 10" IF DETAIL L29 IS NOT USED ATTACH - ' SIDE PLATES AS PER DETAIL L26 0.7 } 0.750' .091--I /3 8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY 0.0410'0' OR #14 SELF DRILLING SCREWS STEEL POST SEE TABLE 7.3 COLUMN 'G' FOR QUANTITY o. 0,042'x3'x8' BEAM WRAP DETAIL L1 L18 3'xB' 12 (t=0.105') OR 16 GAUGE (t=0,059') STEEL C BEAM Fy= 50 KSI 12 and 16 GA 3'x8' STEEL C BEAM W/ 0.042'X3'X8' ALUM WRAP 3'-6' 3'-6' 0111 3', 4', 5' OR 6' ASTM A500 GRADE B STEEL POST SEE GENERAL NOTE #9 FOR CORROSION PR❑TECTI❑N ICC ESR1398 (2012 IBC) 9129/201 20 GA ASTM A853 GRADE 33 STEEL BRACKET rDETAIL R 48 WOOD SCREWS INTO RAFTER AND FASCIA E PER RAFTER RAFTER ROOF COVERING IS A MAXIMUM °A" OF3PSFHEAVIER ROOF COVERING /2X DF WOOD SHALL REQUIRE ADDITIONAL FASCIA ENGINEERING ANALYSIS �2"x WOOD FRAMING 1 UG FIR -LARCH R61IT�� 2 OR SEE GENERAL NOTE#23 t1+HGER 0.019" ALUM OR 0.035" VINYL COVER ] OMAXIMUM L SEE 1KlE 7.6 ALUMINUM FOR FASITHM OVf>*MG SEE RAFTER SCHEDULE SUOULE ti FM ALTERNATE EAVE ATTACHMENT HEADER SPLICE DETAIL 1� EkOli 3'XW11M ONE EhCH6Sr�2�!)kPIATES COLUMN HE4W SPLICE UL19 BE CLHIEREO ON POST a r. 9 �3"x 3' ■ POST Seal with permanently flexlble & waterproof sealant CONTINUOUS 2'x6" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE EXISTING DF MSTA36 (ICC ESR 2105) AT SPLICE FRAMED WALL LOCATION 1,00'min. COVER W/ 0.019'ALUMINUM I SEE GENERAL NOTE #23 1/4' Lag Screw I - ATTACH LATTICE COVER 3.5' MIN AS PER L7 Completely Seal with permanently flexible & flifflIfflill 1 waterproof sealant 2.5' MIN PENETRATION trLt 00'min. INTO WOOD FRAMING Lr ry STUGCO ATTACHMENT DETAIL V/ MIN SG = 0,5 WITH LEDGER BOARD Synthetic Stucco or other non-structural covering 41' max, thick) Sheathing SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 Page 19 of 66 C 68 1k Live/Snow Load RAFTER MAX DISTANCE TO FIRST RGW of POSTS "L" Solid Corer Wind SIZE EAVE OVERHANG - (24" O;C) e" 12" 18" 24" 30" 10 PSI 2x4 25'4 20'_9• 12'-01 T-1" V-0, Lattice=135Exp G 2x8 25'-0' 25'-D' 26'-0' 23'-10" 1T-1' 2x8 251-0' 25'-V 26'-0' 25'-0' - 25-0' 10 pst 2x4 25'-0' IF-31 111-8" T-11 T-8' LaVice=140 Exp C 2x6 25'-0' 25'-D' 2v_01 22'-8' 16'-7' 2x8 25'-0' 25'-0 2V-O' 25'0' 25'-0' 20 PSI 2x4 19'-0' 10'-3' 5'-16" 3'-4' 1'-8" LaHiae=1TO ExpC 2x6 19'-0' 19'-a 1T-1" 11'-9' V-4" 2x8 t9'-0' W-V 19'-0' IV-0' 16-8' 26 psf 2x4 i8'-0' 11'-0- F-4" 3'-6' 1'-9' Lattice=170 Exp C 20 16'-0' 18'-0' 18'-0' 12'-10' 9'-1' 2x8 18'-0' 181-9 16-0' W-0' 18'-0' 30 psf 2x4 17'-0' 9'-2" 5-1, 7-8• 0'-0" Lattice=170 Exp C 2x6 17-0' 1T-0' 16-3" IU4" T-1' 2x8 1T-0' 17'-0' IT-O' 17'-0' 14'-W 40 psf 2x4 14'-0' 6-7 34" 0'-0' 0'-0" Lattice=170 Exp C 2x6 14'-0' 14'-O' 11'-0" T-2" 4' " 2x8 14'-0' 14'4 14'-0' 14'-0' 101-T 60 Psf 2x4 9'-0' 4'-0" 0'0" v-W 0'-W Lattice=170 Exp C 2x6 91-0' 9-0' 6'-9" W4Y' X-1" 2x8 V-V 9'-0' 9'-0' V-W V-10' Amerimm' 28921 US Hwy74 C E X TER 10 R H 0 M E P R O D U C T S Romoland, CA 9258E CALIF BEJ/CP OCT 02 2013 ' NTS om onerlt arts & Connection Details For �atio & Commercial Lattice Structures Engineer's Stamp FLT02-2012 NEU! of 4 T 2" r 2" -1 0.024' 0.02,V 0,024" 6 5/8' SEE 3. DETAIL 6 5/e' L26 3" Z3'SQUARE COLUMN C3004-H34 ALUM. ALLOY) L24 2' x 6.5' SIDEPLATES (3004-H34 ALUM, ALLOY) Lnttice of Solid Pnnets 0.042 x3•x8• Atun. Bracket Ct = 0.06 DETAIL L9 Lattice a Alum. SoUd Panels 6" MIN #8 SMS �� 3' x 81 Header 3' x B' Hender #1 (10421) (0.042') 2' x 6' SIde Ptate FOUR #14 SMS 2" MIN e S14.3' #1 EACHHEADERCH xe'F 3"0" POST 3"x3' 2x6.5" SIDEPL FOUR #14 SMS EACH SIDE FOR 140 MPH EXP C SLAB ATTACHMENT AND UP TO d=26' FOOTING. " 3' OR 1/2 '0 GALVANIZED OR STAINLESS STEEL HILTI KWIK BOLT TZ CONCRETE ANCHOR (ICC ESR 1917) W/ 2' EMBED AND 1'0 WASHER OR EQUIVALENT L25 " s 7.9 POST " i SIDEPLATES ALUM. FOOTING ALUMINUM BRACKET F❑R CONNECTING BRACKET POST TO FOOTING OR 4' SLAB (6063-T6 ALUM ALLOY) Li SINGLE SPAN ATTACHED UNITS ONLY REQUIRES SIDEPLATES AS SHOWN IN %••° •. DETAIL L26 SLAB 0R FOOT NG 3"0" ALUMINUM RAFTER ALTERNATE WLATTICE 3'X3'WO #10 OR #14 SMS ATTACHMENTfE; HEADER RAFTER TOP MOUNT BRACKET 0.21' STEEL Fy = 33 ksi 8. BRACKET IS 1.094' WIDE SMS �/ 8' 20 UUM c NO me JV Fir) ALUM /torts' =a RAFTER iwuert l�rr 1144xa• ww.. 0.042"x3"x8" HEADER "B" 3'x8' HEADER CONNECTION SEE NOTE FOR DIMENSION'S 'A' AND "B' Les N❑TEi SEE SHEET MISC5a OR MISC51b FOR SPECS ON MOMENT C❑NNECTI❑N Live IMAX "L" FOIE TOP Load OR SIDE MOUNT Wind Speed 16" olc 24"olc (psG and Exposure 16 130 mph Exp B 23'-S" 15'-10" 140 mph Exp B 22'-T" IVA" 115 mph Exp C 23'-9" 15'-10" 130 mph Exp C 1s'-1o" 17a" 140 mph Exp C 16510'-10" 20 140 mph Exp C 12's" 9'-3" PATABIC-LH NOT ALL❑WED IN SN❑W L❑AD AREAS L i.SEE GENERAL N❑TE #9 F❑R PER C❑RR❑SION PR❑TECTI❑N 7.5 1' HIN GAP BETWEEN EMSTING EAVE LEDGER AND ROOF FOR WOOD FRAMING DRAINAGE ALUM ALL HOUSE PENETRATIONS FTER MUST BE COMPLETELY AND 1P 1.5" SCREWS RO PERMANENTLY SEALED 0.125'x1.5"x1.5" STEEL (Fy=33 KSI) "L' BRACKET 2" SPACING L28 OL-nurEN SCREWS iDE MO N B ET a ALTERNATIVE SPLICE FOR ATTACHED UNITS MAXIMUM FOOTING SIZE IS -26"' EAVE ATTACHMENT d SAVE OVERHANG AND ]CC ESR1398 (2012 IBC) 9/29/2013 'L' MUST ALSO COMPLY WITH DETAIL L17 LEDGER DOARD Page 20 of 66 4-8 #14 SMS EACH SIDE SEE NOTE 1+1 2'X6' SIDEPLATES SEE NOTE FOR THICKNESS REQUIREMENT NO 2015 FOUR- 114 S 11 EACH SIDE, SP PU ESQ/ # Q P 1 G 6813 MAXIMUM FOOTING FOR DETAIL IS d=26' * it SEE SHEEP FOf STEEL POST REQUIRED SLAB FOR CONSTRAINED 3/8' x 9' STEEL FOOTINGS REBAR EMBEDDED AT 'B' 4 D Q DEPTH d<33' B= 9• ❑ o a v B d<38' B=12' � a D d<46' B=18' �! . p d d<51' B=24' 4 3" _j v b ❑ P ❑ L29 CONCRETE FOOTING d ) (� FREESTANDING OR ATTACHED STRUCTURE m COLUMN TO FOOTING CONNECTION DETAIL m Amenmax2.92, US Hwy74 ��+ EXTERIOR HOME PR00UCTS Romoland,CA 925& G OCT 02 2013 Engineers Stomp Lattice .: 2 3of4 ALUMINUM STUB POST n n A nN AATKI ALUM RAFTER i RAFTER SCR DOUBLE HE4 DETAIL L32 RAFTER @ UNDERHUNG DOUBLE RAFTERS 2"X6.625" ALUM RAFTERS USE TWO #14 SMS FOR 10 PSF/115 MPH EXP C FOUR #14 SMS FOR ALL OTHERS 3"X8" RAFTERS USE FOUR #14 SMS FOR 10 PSF/115 MPH EXP - C FIVE #14 SMS FOR ALL OTHER LOADS SCREWS REQUIREMENTS ARE PER RAFTER DOUBLE RAFTERS MATCH RAFTER SC fAmerimiax- 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 ICC ESR1398 (2012 18C) 9129/2013