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Home My WebLink AboutLAKESHORE DRIVE 16475_15-00001520 C I TY •F LADE. (,�,'2LSIl`iOR�E BUILDING & SAFETY DREAM E,XT RE ME,M 130 South Main Street Lake Elsinore Ca. 92530 PERMIT JOB ADDRESS . . . . 16475 LAKESHORE DR DESCRIPTION OF WORK OCCUPANCY PERMIT OWNER CONTRACTOR SHIRIKCHIAN, HARRY OWNER A.P.# . . . . . 379-241-057 4 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION FIRE SPRNKLR . VALUATION . . . ZONE . . . . . . NA OCCUPANCY PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES OCCUPANCY PERMIT 30 . 00 . 00 30 . 00 OTHER FEES PROF.DEV. FEE 1 TRADE 5 . 00 . 00 5 . 00 TOTAL 35 . 00 . 00 35 . 00 SPECIAL NOTES & CONDITIONS OCCUPANCY PERMIT FOR BEST SHOES 4 LESS. BUSINESS OWNER NAME: SHARON PARKER. UNIT #103 . �e PAR JUN 1 u 1�V®� City of Lake Elsinore Please read and initial Building Safety Division 1.I am Licensed under the provisions of Business and professional Code Section 7000 et.seq.and my license is in full force. Post in conspicuous place 2.I,as owner of the property,or my employees w/wages as their sole coriipensation will do the work on the job and the structure is not intended or offered for sale. 3.I,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: 4.1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof at all times: 5.I shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. (Vote:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO 1 Temporary Electric Service PLO1 Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO1 Underground Water Pipe SS01 Rough Septic System SW01 On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing . EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar ME01 Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP 10 Framing&Flashing BP 12 Insulation BP 13 Drywall Nailing BP l l Lathing&Siding PL99 *Final Plumbing EL99 *Final Electrical ME99 *Final Mechanical BP99 *Final Building 7'2-( y 0 *Final Signatures are Certificate of Occupancy for Single Family Residence Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES SPO1 Electric Conduit UG Department Approval required prior to the SP02 UG Gas Piping building being released b the City SP03 Pool Steel Rein./Forms Date Inspector SP04 Pool Plmb./Pressure Test Fire SP05 Pre-Gunite Approval EVMWD SP06 Rough Pool Electric Finance SP07 Pool Fence/Gates/Alarms Engineering SP08 Pre-Plasier Approval TUMF SP99 Final Pool/Spa Planning/Landscape ,CITY OF L 1 L L J 1 JL.(D JIL<E I- D REAM EXTREME ,- 130 South Main Street APPLICATION FOR APPL ATION NO Q BUILDING PERMIT DATE APPLICATION EC I 0 S BY VALUATION CALCULATIONS 7 —oil O�7 ff BUIL ING DD15,ESS 1st FLOOR SF TRACT B PA L F/PARGEL 2nd FLOOR SF 3rd FLOOR SF O S "ri W GARAGE SF N E STORAGE SF R I hereby affirm that I am licengFiedL2adeLprovisions of chapter 9 commencin DECK&BALCONIES SF with section 7000)of divisio of the business and professions code,and C my license is in full force d effect. OTHER: SF O LICENSE# CITY BUSINESS N AND CLASS # T NAME VALUATION: R A MAILING C ADDRESS FEES T CITY ST /ZIP PHONE O BUILDING PERMIT $ R CONTRACTOR'S I A U-ANE PLAN CHECK NAME LICENSE A PLAN REVIEW R MAILING C ADDRESS SEISMIC H ICITYA ZIP PHONE PLAN RETENTION ❑NEW OCC GR ./ CONST. []ADDITION DIVISION: TYPE: FIRE SERVICES ❑ALTERATION NUMBER OF NUMBER OF OTHER STORIES: BEDROOMS: SINGLE FAMILY ZONE: EI APARTMENTS I]I certify that I have read this application and state that the []CONDOMINIUME HAZARD YES above information is correct.I agree to comply with all city CITOWNHOMES AREA? NO and county ordinances and state laws relating to building COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of,this ❑INDUSTRIAL REQUIRED? NO city to enter upon the above-mentio property for insp- ❑REPAIR PROPOSED US OF BLDG: tion p o e ❑DEMOLISH PRESENT USE OF BLD : JOB DESCRIPTION �� C�S I nte'S /'jl� Sig�tficant"o r Agent Date s Agent for contractor ❑ owner 6 Agents Name Agents Address C I TY O F LADE LSIIAORE BUILDING & SAFETY U DREAM EXTREME tM 130 South Main Street Lake-Elsinore Ca. 92530 PERMIT PERMIT NO: 15-00003126 DATE: 11/03/15 JOB ADDRESS . . . . . 16475 LAKESHORE DR #102 DESCRIPTION OF WORK OCCUPANCY PERMIT OWNER CONTRACTOR SHIRIKCHIAN HARRY OWNER A. P.# . . . . . 379-241-057 4 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION FIRE SPRNKLR . VALUATION . . . ZONE . . . . . . NA OCCUPANCY PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES OCCUPANCY PERMIT 30 . 00 . 00 30 . 00 OTHER FEES PROF.DEV. FEE• 1 TRADE 5 . 00 . 00 5 . 00 TOTAL 35 . 00 . 00 35 . 00 SPECIAL NOTES & CONDITIONS OCCUPANCY PERMIT FOR ENDLESS BEAUTY & TANNING SALON SUITE 102 c! I —+ s 1 '� n �� m II —I ^ —I :• '-' _T_ I m -13 I �' :,' l"_i U7 II 1? f 7 1-1 _, 1 r —n 1 i i w r—, I = I I m m T, ! —i I I �.�! H r•_� �_n s• a —•s �_, ,- I n V1 • im 1 I 1_1 n •� r•� � r— I 7- CIl --I II 1 1 1 1.� 11 -!,. - 0 I I r�l II rt� ,a m I I II C 1 ' I 1 �.T! II IiY •i . I I 2:• II �1' I 1 f— II ire • I i �J II �" I I h•` I I rt� u� 1 h�? µ i i.•J II �'• a-.. c. , 0 10 , II —� 1 0 0 1 II City of Lake Elsinore Pl:ase read and initial Building Safety Division __1.1 am Licensed under the provisions of Business and professional Code Section 7000 et seq.and my license is in full force. Post in conspicuous place I 2 [,as owner of the propeiry,or my employees w/wages as their sole compensation will do the work on the job and the structure is not intended or offered for sale. 3.l,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: __4.1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof at all times: 5.I shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subiect to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO 1 Temporary Electric Service PLO 1 Soil Pipe Underground EL02 Electric Conduit Underground BP01 Footings BP02 Stezl Reinforcement — BP03 Grout J BP04 Slab Grade PLO 1 Underground Water Pipe SS01 Rough Septic System S`VOl On Site Sewer _ BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BPO8 Roof Sheathing BP09 Shear Wall&Pre-Lath P1,03 Rough Plumbing _ E;L03 Rough Electric Conduit E_L04 Rough Electric Wiring _ EL05 Roush Electric/ T-Bar —� iNlfE01 Rough Mechanical 1\ E02 Ducts,Ventilming - Y PL04 i-i ough Gas Pipe/Test� 1 PL02 I Roof Drains _ _ F,B PI.O Framing&FlashingP 12 lInsillation —� BBP13 Drywall Nailing 1 I 1 Lathmg&Siding PL99 *Final Plumbing kEL99 J*Final Elzctrical ME99 *Final Mechanical F3P99 `Final Building _ AA6�3 _ *Final Si-natures are Certificate of Occupancy for Single Family Residence _ Code Pool&Spa Approvals Date Inspector __ OTHER DIVISION RELEASES _ SPO1 i, Electric Conduit UG _ _... _ Department Approval required prior to the 1 SP02 UG Gas Pipi!ig building beiii2 released by the City SY03 Pool Steel_Rein.R_orms � — .`_ Datr. Tnspeetor ----- SP04 Pool Plmb./Ilressure Test _ I� -- Fire __—_— SP05 Pre-Gunile Approval ; I EVN[VtnJ SE'06 _ Rough Pool Electric —� I Finance _ �— Sr07 J Pool Fen ce/Gates.Alarms Engineering _ I nISPOS Pre-Plaster Approval _ TUMF s P 9.q Final Pool/Spa �� _ Planning/Landscape �_a CITY OF LADE LSIIJORX BUILDING & SAFETY �-- DREAM EXTREME TM 130 South Main Street Lake Elsinore Ca. 92530 PERMIT 'PERMIT NO: 16-00001492 DATE: 6/07/16 JOB ADDRESS . . . . . 36253 PURSH DRIVE LT 67 DESCRIPTION OF WORK PATIO OWNER CONTRACTOR ALVILLAR BILL GREENBEE 28910 RANCHO CALIF STE 206 TEMECULA CA 92590 951-795-4260 LIC EXP 0/00/00 A. P.# . . . . 35.8-372-005 9 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 3 , 794 ZONE . . . . . . R-1 BUILDING PERMIT -- -QTY UNIT CHG ITEM.CHARGE BASE FEE _ 63 . 00 2 . 00 X 12 . 5000 VALUATION 25 . 00 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 2 . 00 X 1 . 0000 RECPT, OUTLET / 1ST 20 2 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 88 . 00 . 00 88 . 00 ELECTRICAL PERMIT 32 . 00 . 00 32 . 00 OTHER FEES -- ,- PROF.DEV. FEE 2 TRADES 10 . 00 t. 6 i rn : 10 r0 0 �,-�, II ; PLANNING REVIEW FEE 17 . 60 117 ;.1.6 PLAN RETENTION FEE 3 . 80 N •"� �' tl ^. — it7 SEISMIC GROUP R . 50 r Ob i n7 It "ri c, c GREEN BUILDING FEE 1 1 . 00 " 00 q3 cr, — ag PLAN CHECK FEES 66 . 00 i rrt '' ,? .!. t1 �i i .. I t n m TOTAL 218 . 90 �00 `:,218 .��0.� Cc- SPECIAL 140TES & CONDITIONS i � ,: , ••„ it � ,F, . ` 542SF .SOLID ALUMAWOOD COVER W/2 OUTLETS t n It -, ' � � '�• it iil .j i i •"i 11 i•, --' h,. r.., r•: i II r, Ta City of Lake Elsinore Please read and initial l Building Safety Division 1.I am Licensed under the provisions of Business and professional Code Section 7000 et seq.and 1 my license is in full force. Post in conspicuous place 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the work on the job and the structure is not intended or offered for sale. 3.I,as owner of the praoerty,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: �._ ve a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof. at all times: _5.I shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO 1 Temporary Electric Service PLO 1 Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO I Underground Water Pipe SSO 1 Rough Septic System SWO1 On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 IRoof Framing BP08 Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL 04 I Rough Electric Wiring EL05 Rough Electric/ T-Bar MEO 1 Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 I Roof Drains BP l0 Framing&Flashing BP 12 Insulation BP13 Drywall Nailing BPI 1 Lathing&Siding PL99 *Final Plumbing. EL99 *Final Electrical �'L7•( Q'� ME99 *Final Mechanical BP99 *Final Building �•i']•((! *Final Signatures are Certificate of Occupancy for Single Family Residence Code Pool&Spa-Approvals Date Inspector OTHER DIVISION RELEASES SP61 Electric Conduit UG Department Approval required prior to the SP02 UG Gas Piping building being released by the City SP03 Pool Steel Rein./Forms _ Date. Inspector SP04 Pool Plmb./Pressure Test Fire SP05 Pre-Gunite Approval L'VMWD SP06 Rough Pool Electric Finance SP07 Pool Fence/Gates/Alarms Engineering SP08 Pre-Plaster Approval TUMF SP99 Final Pool/Spa _ Planning/Landscape . 2 CITY OF � - ' DREAM EXTREME,- 130 South Main Street APPLICA, ION FOR APPLICATIO ; � BUILDBUILDING PERMIT DATE ! I RE�€1vED ING�TTf II�L I�L��1199''11 DATE AP ft By- VALUATION CALCULATIONS 1st FLOOR SF CT BLOCK/PA E 2nd FLOOR SF NAME l/ 3rd FLOOR SF O W MAILING S HO GARAGE SF N ADDRESS E CITY STATE/ZIP STORAGE SF R I hereby affirm that I am licensed under provisions of chapter 9(commencing DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full force and effect. OTHER: SF O LICENSE# / CITY BUSINESS N AND CLASS <% TAX# ew T L] y VALUATION: R lJl� A MAII � ` ,^ C ADDR � ) FEES T CITY��r JTE/ZIPq 269 C) 'W�3q—G 1 BUILDING PERMIT $ R CONTRACTOR'S SIGNATURE 0APE- PLAN CHECK A NAME / LICENSE# PLAN REVIEW _ R MAILINGL,, r /J C ADDRESS (�U �(�(J SEISMIC H CITYjf STAP PLAN RETENTION ❑NEW OCC GRP.l(/f� cCCONST. Ej ADDITION DIVISION: TYPE: ❑ALTERATION NUMBER OF NUMBER OF ❑OTHER STORIES: BEDROOMS: p SINGLE FAMILY ZONE: ❑APARTMENTS ❑I certify that I have read this application and state that the ❑CONDOMINIUME HAZARD YES above information is correct.I agree to comply with all city ❑TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑INDUSTRIAL REQUIRED? NO city to - u ove-mentioned property for insp- ❑REPAIR PROPOSED USE OF BLDG: tion rpose . ❑DEMOLISH PRESENT USE OF BLDG: ��++ JOB DESCRIPTION c�O i natur A ant or Agent Date Agent for contractor ❑ owner Agents Name Agents Address Bill Alvillar Plot plan 36253 Pursh Dr. Not to Scale Lake Elsinore, Ca. 92532 951-244-3681 oq , a .W 20 6' 16 46' 14' 'I 3' CITY OF F Bu � EL.SI R 1S1 t VED City of Lake a Planning Division Approval Approved By'. Driveway Date: Sidewalk Pursh Dr. Jun, 1. 2016 7: 12AM No. 2101 P. 2 d. r.- N., a. CANYON ILLS May 25,2016 Billy Alvillar Jeanette Alvillar Property; 36253 Pursh Dr Account: 054500085565 CONDITIONAL APPROVAL Dear Billy Alvillar: We are pleased to inform you that your plans have been approved by the Architectural Committee with the following conditions. The Allumawood patio cover must retain open sides (not be an enclosed room) and meet all local codes. Please complete and remit the enclosed Notice of Completion farm when your project is completed. Remember,work must be completed within sixty(60)days of the date of approval. This approval does not constitute consent by the Association for the applicant to encroach, trespass, or build on any property other than that of the applicant. This approval is related solely to the items reserved for approval by the CC&R's in accordance with the Architectural Guidelines,The approval does not extend to the quality of work done by your architects or contractor, or to any structural engineering, soils engineering, or site grading and drainage design.You are urged to obtain the services of a state licensed professional for consultation as needed. Please be advised that this approval does not relieve you from obtaining any necessary building permits from the governmental agencies involved to ensure compliance with these codes. Any violations of these ordinances will be your responsibility to correct. Thank you for your patience in this matter and for complying with the Association's policies and standards.If you have questions,please contact me directly at jhallworth@actionlffe.com Sincerely, For the Architectural Committee '�z�azaa Jessica Hallworth Cottonwood Canyon Hills Professionally Managed by Action Properly Management,Inc. 31989 Hof lybock street,Lake Elsinore,CA 92532 Phone:900-400-2.284 Fax:(951)246.2397 tW 4 W.aonyonhillshoo met Jun. 1. 2016 7: 11 AM No, 2101 P. 1 Fax to: Green Bee From: Billy Alvillar Date: June 1,2016 Attached is the approval from our property management company. If you have.any questions,please contact me at: 714 309 0473. Thank you. i �✓ �l � f ti� A Amerimax Exterior Home Products AlumawoodTM Patio Cover,Carport and Commercial Structure Engineerinq 2012 IBC PAGES DRAWING SECTION DESCRIPTION Olt 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 AREA 10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND A EAS r' 4 PAGES NP01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS ppES$lp NP.02-2012 NP03-2012 NP04-2012 Pt1TN, 9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS $1 CD02-2012 * 1 IXP 012 7 C1 \Q` CD04-2012 h`CAL1 d'T CI1/1L CD05-2012 . CD06-2012 OCT 02 2013 CD07-2012 CD08-2012 UN 2015 CD09-2012 September 29,2013 10 PAGES Miscla-2012 MISCELLANEOUS DETAILS Misclb-201.2 MISCELLANEOUS DETAILS Misc2-2012 FAN BEAM DETAILS Misc3-2012 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES Misc4-2012 7.0 FOOTING AND SLAB ATTACHMENT TABLES Misc5a-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Misc5b-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Misc6-2012 7.0 FORCES ON EXISTING STRUCTURES Misc7-2012 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS Misc8-2012 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS P1'P U �`�,�P¢�•ENS'''•'•7,y� 4.C� MIC ... y S��N�L CIVI FyG \�JT�� .�� .'•' 'F$•��i PROFESSIONAL ENGINEERING PS PAGE F s� ��,. ......... •• � �� ,� Q� Q ,��a4 �sio& T � � .. �8� •_ ?� PV�S.1� ► CARL : � PROFESSIONA O, •G, � •,:,.`•iP. � PE-5805 P • .M ., �o ,, ••.,ys ��s tip, .�, • ��, _ No-.� � _ >:-_=�.�� = � `4E N S �:9 ;G� T '•,c� ��q��GlB ERF A5.• C),y'�. 62-1U ' sT t y�P j �1N� �. 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P(J �` �' 'f1 ��Q,,. .��y fib. t t '4. +,+ss eo�o 1 ..�/ � -. c��' p rjY ,�„ .cv; +�• 9p .� c ,.+ N CARp ��, j .►.►- yi A L L C NSE CAfr� O� CARL M R R.►�� L,y-•, sf ON FA.fT'',.� cs cn PR F SIQNAt Z' e] •J- s r Z` TNA +. .. . 0%f;•�•9 \O r 06 .:W— _, G , N �: li�1ftI o PUrNAM PU •Qo 9 o. ti�5.•• , 0 �., °r�G ��39 cltt5ac `=• . crvr� � :_ � �• -3G :zy ExpPr-; I-/�15 N I '• • No.4&524 ti•179 A SEAL : _ SSI �. c�� A :��: / • 'A i ��'rST.ER�O .��•••.I rCEW` �,,�;.r 3 5 1 �+� PU�A�. •o586U906• ••, f't ..• � 4WA �` ` s/oNALEttG�a '••FSSj" '••, � �:c1!Rt• N to 68i�9,, CI.,. •'•�•...............�,.: • c'•.N i ti. Q..t a+Gt► r~ra, . ;• J 11 ti ICC ESR1398 2012 IBC 9/29/2013 ..PEOMW XR6/3012017 ( ) Page 1 of •, o,,� 'P�,�;,``+ ��.S • CIV11 a��Q` TUN 02 2015 GENERAL NOTES: 1. DESIGNED 1N ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE. 4.THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2010 EDITION OF ALUMINUM ASSOCIATION'S a.GENERAL NOTES(2 PAGES) SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. b.STRUCTURAL CONFIGURATIONS(1 OR.2 PAGES) c.RAFTER SPAN TABLES(FOR LATTICE STRUCTURES),PANEL SPAN TABLES FOR SOLID COVER 3. DESIGN LOADINGS:Ct=1.2,1=1.0,Ce=1.0(ALL EXPOSURES EXCEPT B AND C WHEN LOCATED TIGHT STRUCTURES)OR BOTH(FOR COMBINATION STRUCTURES) AMONG CONIFERS) d.HEADER POST SPACING,FOOTING SIZE AND POST TABLE FOR LIVEISNOW AND WIND LOAD GROUND SNOW LOAD DESIGN LOAD e.ALL APPROPRIATE DETAILS 10 PSF 10 PSF LIVE LOAD ONLY f OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 20 PSF 20 PSF LIVE LOAD ONLY 25 PSF 21 PSF DESIGN ROOF SNOW LOAD S. CONCRETE MIX: Fc=250D,3000 OR 350D PSI FOR 28 DAYS IN NEGLIGIBLE,MODERATE,AND SEVERE 30 PSF 25.2 PSF DESIGN ROOF SNOW LOAD CONDITIONS AS SHOWN IN FIGURE 1904.2 OF THE 2012 IBC. PATIO STRUCTURES MAY BE ATTACHED TO 40 PSF 33.6 PSF DESIGN ROOF SNOW LOAD CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750#OR LESS AND THE FROST DEPTH ES 60 PSF 50.4 PSF DESIGN ROOF SNOW LOAD ZERO. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6"OF POSTS. FOR 0.25/12<SLOPE<1112 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 11. 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'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER 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 MAY BE BUILT ON 1060 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 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR ING OF MOTOR SUBURBAN AREAS,WOODED AREAS,OR OTHER TERRAIN W/NUMEROUS CLOSELY SPACED OBSTRUCTIONS VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE F OR SU FACES MADE OF HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER)PREVAILS IN THE UPWIND DIRECTION FOR A APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. DISTANCE OF AT LEAST 1500 FT. 8. AT LEAST ONE HORIZONTAL DIMENSION(PROJECTION OR WIDTH) COVER SHA L BE LESS THAN 30'. EXPOSURE C:SHALL APPLY WHEN EXPOSURE B AND D(SMOOTH MUD FLATS,SALT FLATS,UNBROKEN ICE "I AND OTHER)DO NOT. 9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90,A123 G4 O A153 B-3,PAIN ED ASTM A755 OR USE SEISMIC LOADING AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. , MAXIMUM Ss=150°lo SHOWN 1N 2012 IBC FIGURE 1613,3.1(1) 10.ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRE THS MAY BE U D. 3004H2x ALUMINUM Ss>150%ARE NOT REQUIRED AS PER ASCE7-1012.8.1.3 MAYBE SUBSTITUTED FOR 3004H3x. Sl NOT APPLICABLE TO THESE STRUCTURES. ONAL PU SITE CLASS D BASIC SEISMIC FORCE RESISTING SYSTEM POSTS EMBEDDED INTO FOOTINGS=ORDINARY STEEL MOMENT FRAME»R=1.25 ` 68139 POSTS SURFACE MOUNTED=GENERIC SYSTEM»R=1.25 1 ANALYSIS PROCEDURE=EQUIVALENT LATERAL FORCE PROCEDURE R 613012017 THESE ROOFS ARE NOT SUBJECT TO'MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A CONCENTRATED 300 LBF LOAD. �C1Vll. 4oF�ssry q F THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED CA 02 2016 IN IBC SECTION 1605.3.1.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING �� y WIND OR SEISMIC FORCES. 8- Amerimax2..2, US Hwy74 EXTERIOR HOME PRODUCTS Romoland,CA92585 CAti�r 'CMPDRAW ` NONE ORE�GENERAL NOTES ICC ESR1398(2012 IBC)9/29/2013 Page 2 of 66 OCT 02 2013 SHEET ENGINEERS STAMP - 9 M GN01-2012 1 OF 2 GENERAL NOTES: 20. All structures must comply with one of the following: (CONTINUED FROM SHEET NO.1) 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. 11.STEEL FASTENERS SHALL BE EITHER STAINLESS(3000 SERIES),GALVANIZED OR DOUBLE b. Structures with fiat roof design snow loads over 30 psf complying with IBC Section 1613.1 CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED,MECHANICALLY Exception#1 do not require additional seismic analysis. GALVANIZED,ZINC ELECTROPLATED,ALUMINIZED OR 300 SERIES.STAINLESS STEEL. CONCRETE c. Structures not complying with(a)or(b)require additional engineering seismic analysis. 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 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS WITH ANSI/ASME B18.2.1 AND AF&PA NDS-0511.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ REPORT. 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 22• ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. 12.EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION 1403.2(WALLS)AND/OR 1503(ROOFS),WHICHEVER 1S MORE APPROPRIATE. 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 24. AT LEAST ONE HORIZONTAL DIMENSION OF.THE COVER(PROJECTION OR WIDTH)SHALL BE (DETAILS U,AND X)MAY BE LOCATED ANYWHERE. LESS THAN 30' 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO[CC-ESR.1730,2196 OR GENERAL NOTES FOR LATTICE STRUCTURES: EQUIVALENT AND USE HEADS W/DIAMETERS EQUAL TO #8=i6",#10=a",#12= "AND#14=�'OR (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2012 AND LT01-2012 THRU LT03-2012.) STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE#11 1. SEE GENERAL NOTE#3 FOR LIVE AND SNOW LOADS. 15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING 2. NOTE INTENTIONALLY LEFT BLANK. ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY 16.ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION WITH TABLE L1 AND L2 ON SHEET M5. #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 510N-E G� TO BE CONTINUOUSLY OR INTERMITTENTLY WET,THE FAYING SURFACES SHALL BE PAINTED OR �o PAL PUp 'tF OTHERWISE SEPARATED 1N ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I-A SECTION 6.7. 13 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK,THE MAXIMUM * EXP. 0121 DEAD LOAD t LIVE LOAD FROM THE PATIO COVER IS 760 LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB.THE MAXIMUM CONNECTION s CIVII UPLIFT LOAD IS 1162 LBS FOR 115 MPH EXP C WIND SPEED.CONNECTIONS ARE FOR MAXIMUM --- SSIp 02 2015 PATIO ROOF HEIGHTS OF 12 FT FROM GRADE.THE EXISTING DECK STRUCTURE MUST BE „Pu 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 $: Amenmax202,OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. US Hwy 74 * 1, * EXTERIOR HOME PRODUCTS Romoland,CA 925BE CLWAWN fiC111-1FC 'CMP CCU .01r2�18Ti9i29/20J3�. Page 3 of 66 OCT 02 2013 NONE OR PART GENERAL NOTES ENGINEERS STAMP rNn9-9n19 H LENGTH VARY pF PROJECt10fi o PROJECTION �HGt}1 VARIES- SEE SCHEDU yQjE SEE SCHEDULE FOR P0515.ALL POSTS TO BE �1yGTM 100 9 ac 10Ox OF PRO IECTt INSTALLED VERTICALLY. MAY HAVE MORE TWIN 2 P09S (PER INTERMEDIATE BEAM). MM. MIN, LENS 405i 5 •MIN. SLOPE 0.2. ND FASCIA MIN. �� FASCIA ; SEE SCHE oU S FF�NERS PANEL JOINT EN�a NO. OF COVER PANEL ATTACHNENT TO NLN LEVFR AIULTISPAN FREESTANDING s'CRiCRM SLAB OVER PANEL �U FASCIA 8/O OT��NAY HEADER 2O MAX. 6 HEADER CNSTALL OLUMN = SEIn PERMTED EE SCHEDULE SSPACING VERTICAL ' PROVIDE 1 1/ ROVIDE 1 1/2' DRAIN MIN 3.5' CONCRETE SLAB DRAIN REQ'D W/ CONSTRAINED -d MIN 3.5' CONCRETE SLAB REQ'D / 'd i� Td",, FOOTINGS SEE ULEFOR �, W/ CONSTRAINED FOOTINGS c /� F007IN SIZE " ' 'd I •a I SEE SCHEDULE.FOR FOOTING SIZE. %NGLF SPAN ATTACHED STRUCFURf SINGLE Sour Armm ckvuvm mHum MAX O'wwG 25%OF POST SPACING SEE SCHEDULES 'Wor�p SCHEDULE FOR x�� POST SPACING LENGTH VAR1ES CAN MIN 3.5' CONCRETE SLAB REQ'D FASCIA ER SPgN SPA3/8'0 X 9'REBAR W/ CONSTRAINED FOOTINGS ND SEE SCHEDULE FOR SIZE d" CI DETAIL AQ OR N29 ONLY PANEL. MAY INTER- OVER PN ,SNLE SPAN F'REESFANDING SIRUCIURE OVERHANG 25% O Ep1MATE 1/2.0 STEEL NGTri V1�1tIES OF CLEARSPAN 0H HANG.COL is BAR (RE—BAR w MAXIMUM 25%SPACING FOR POST SIZE SEE POST SCHEDULES PROVIDE 1 1/2" I EE SCHEDULE FOR SIZE N O2 2 115 DRAIN r DETAIL AQ OR N29 ONLY f �� I I FASCIA COVER MIN 3.5' CONCRETE SLAB REQ'D"' . HEADER PANEL W �ONAL W/ CONSTRAINED FOOTINGS MULTISPAN ATTACHED CW EVEIIED SIRUCTURE g w�DE 1 t/2 1 C 6p139. PATIO COVERS ARE LIMITED TO 12' W/ 3.5' CONCRETE rdr I^ ~" SEE SCHEDULE FOR SIZE EXR6130/2017 HEIGHT. CARPORTS AND C❑MMERCIAL � PLACE 3/8.0 STL(RE-BAR) '� DETAIL AQ OR N29 ONLY STRUCTURES ARE LIMITED TO 15' HEIGHT. CIVIL �P P�LZ� - � F°ri�s°cu► Qp��S$10�r T�OFCALI p !-PU c �NliEAMST MEWEDgTE MAXIMUG P uF COLUMN 25X POSE o �] Fn , �. sTLCDLTYP. SPACING merimax 28921 US Hwy74 �PRO,ADE 1 1/2- ~` i * EXTERIOR HOME PRODUCTS Romoland,CA 9258! ORAIN 3/8$ S1EEL BAR MIN 3.51 CONCRETE SLAB REQ' ,: -d• ;• -d- (AE-BAR) G1 ��Q" URAWN W/ CONSTRAINED FOOTINGS _,. CA1-1�0�. 'CM P • SEE SCHEDULE FOR SIZE 5uqkw URAWING SOLID PANEL STRUCTURAL • MULMM ATUaM SMUM DETAIL AQ OR N29 ONLY OCT 02 20'13 NONE tO�R PART CONFIGURATIONSICC ESR1398(2012 IBC)9/29/2013 Page 4 of 66 ENGINEERS STAMP N M SC01-2012 SyE1 r OF 2 3'XS' ALUM HEADER p�,� 3'XS' STEEL C 'C MUL115PAN FREESTAND]NG MAX. RAFTER SPAN DOUBLE ALUM HEADER , (CLEAR SPAN) DOUBLE STEEL C BEAM LAT110E STRUCIURE TWO OR MORE SPANS XS.625", 3 kll" OR 3'x3' ALUM. RAFTERS LATTICE OVERHANG 36' MAX MAXIMUM 24' MAX FOR, 30 PSF SNOW RAFTER t e�+ LOAD OR HIGHER DVERHANG G� IS 25X DF �J+ CLEARSPAN LATTMAX ICE OVERHANG 24' MAX FOR 30 PSF SNOW LOAD OR � p POST. HT. HIGHER ,c E OF CLEAR SPAN • 3EL"C" BEAM CA FOR BEALMBWRAP DETAIL, ' e E C r F0G� ATTACHMENT TO MIN 4' MIN 3.5' CONCRETE SLAB REQ�/ 9J� Q� 4Y�F� fc�N ' nR3j CONCRETE SLYB L//_QrFQOT.INGS M'/ CONSTRAINED FOOTINGS MAY BE�ISED WHERE PERMIFTEDa t SEE SCHEDULE,FOR SIZE SEF�jSGHEDULE ' " ='.:, DETAIL L29 ONLYW MIN 3.5' CONCRETE SLAB I ,Y 1 r° }r== ._ ` 'd` REO'D W/ CONSTRAINED 11 J FOOTINGS ..• SEE SCHED .t•: 1 { YARIES'GLE OF PR0IEGtION FASCIA . LEtSGTN t00X \ SIN SPAN ATTACHED 2'x6,6251, 31x8' OR ]� lATfICE STRUCTURE . 3`x3` ALUM RAFTERS RAFTHEADER MAX. PANE \ ' TER �Ac�i�c a SELAFT DETAIL L3 1 PROVIDE 1 / ,..Fr .ti �96 �2 0 Jr MIN 3.5 CONCRETE SLAB �s Sj Po DRAIN �. MIN 3,5' ONCRETE SLAB RELYD W/ CONSTRAINED 10 /{I CONSTRAINED FOOTINGS �5 NGj r SEE S CHEDULE.FOR. �- - FOOT GS :FOOTING SIZE " ` •d• MULTISPAN UNITS ,.,,, REFER TO GENERALG" IH.ATfA1fD CkmEVDiEn s1RllcTut� SINGLE SPAN FREESTANDING �� 1 1 PLACE 3/8' 0X 9" !I C 681 LATnCE STRUCTURE ��SEE SCHEDULE FOR SIZE NOTE 22. R 61301 r � � I DETAIL L29 ONLY * I TW TW TW TW TW TW TW FESS�p' T CTV11- ,O'HANG---1 I OVERHANG 8" 64menmax28.2, US Hwy74 EXTERIOR HOME PRODUCTS Romoland,CA92581 C! CMP UMWING FREESTANDING STRUCTURE ATTACHED STRUCTURE NONE PART NO CONFIGURATIONS ALUMAWOOD STRUCTURAL ICC ESR1398(2012 IBC)9/29/2013 Page 5 of 66 OCT 02 2013 DATE TRIBUTARY WIDTH (TW) DIAGRAM ENGINEERS STAMP HEM .._..._...__ ._........ ......... ...... M SCO2-2012 2 OF 2 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES ,y 0.024"x2"x8.625"Rafter(Single Span) 0.032 x2"x6.fi25"Rafter(Single Span) 0.040"x2"x6.625"Rafter(Single Span) 0.042"x3"x Rafter(Single Span) Ground I Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter I Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C Snow Load Spacing Exp B Exp C Snow Load Spacing Exp B Exp C Snow Load Spacing Exp B Exp C s in 7i5 130 175 120 s Cl 115 130 i15 120 s in 115 130 115 120 s in 115 130 115 120 10 W' V-7" V-7" 8--7" 8'-7" 10 24" 14'-8" 1414' 14'-2" 13-4- 10 24" 18'-2"1 18'-2" 18'-2" 17'-7" 10 36" iV-1" 16'-1" 16'-1" 15'-11" 3"x3"Rafter 6"c/o Multis an or Single) LIVE 20" 10'-4" 10'-4" 10'-4" 10'-0" LIVE 20" 16'-1" IVA" 15'-6" 14'-10" LIVE 20" W-10" 19'-10" 19'-0" LIVE 32" 18'-1" i8'-1" 17'-9" W-ill, Ground Rafter Wind Speed and Exposure 16" 12'-0" 12'-S" 72'-0" 1V-4" 16" 17'-11" 17'-11" 17-4 W-6" 16" 22-4" 21'-8" 21'-0" 20'-5" 24" 21'-0" 21%0 20'-5" 191-6" Snow Load Gauge Exp B Exp C 12" 15'-0" W-9" IT-il" 13'-3" 12" 20'-6" 20W' W-11" 19'-0" 17' 125'-3" 2T-8" 22'-11" 22'-3" 16' 25W' 25'-4" 24'-9" 23'-8"• s m 115 130 115 120 20 24" 4'-4" 4'4" 4'-4" 4-4" 20 24" T-5" T_5" 7'-5" T-5" 20 24" 11-4'1 i 1'-3" 11'_3" 1 V-3" 20 36' 8'-2" V4- 8•-2" V-2" 10 0.024" 12'-5" 12W' 12'-5" 12'_5" LIVE 20" 5'-2" 5'-2" V-2" 5'-2" LIVE 28" 8'-11" 8'-11" V-11" V-11" LIVE 20" 13'-5" 13'-5" W-5" 13'-5" LIVE 32" 9'-2" 9'-2" 9'-2" 9'-2" LIVE 0.040" 20'-2" W-5" 17'-10" 17'-3" 16" 6'-6" 6'-6" 6'_6" 6'_6" 16" 1 V-1" 11'_1" 11'_1" 11'4' 16" W-10" 15'-10" 15'-10" 15'-10" 24" 12'-2" 12'_2" 12,_2" 12'_2" 20 0.024" 8'-5" 8'-5" V-5" 8'-5" 12" B'-7" 8'-7" 8'-7" 8'-7" 12' 14'-8" 14'-8" 14'-8" 14'-8" 12" 18'-2" 18'-2" 18'-2" 18'-2" 16" W-1" W-1" 18'-1" 18'-i" LIVE 0.040" 14'-10" W-10" W-10" 14'-10" 25 24" 4.'-2" 4'-2" 4'-2" 4'-2" 25 24" 7--1" 7'-1" T-l" T-1" 25 24" 10'-8" 10--B" i0'-8" 10'-B" 25 36" 7'-10" T-10" 7'-10" 7'-10" 25 0.024" V-2" V-2" 8'-2" 8'-2" 20" 4'-11" 4'-11" 4'-11" 4'-11" 20" 8'-V' V-6" V-6" 8'-6" 20" 12'-9" 12'-9" 12'-9" 12'-9 32" V-9" V-9" 8'-9" T-9" 0.040" 14'-6" 14'-6" W-6" 14'-6" 16" 6'-2" 6'-2" V-2" 6--2" 10' 10'-7" 10'-7" 10'_7" 10'-7" 16" 15'-6" 15'-6" 16_6" 15'-6" 24" i i'-T' 11'_7" 11'_T' 1 i'-7" 30 0.024" 7'4„ 7'-4" T-4" T_4" 12" 8'-3" B'-3" 8'-3" 8-4- 12" W-0" 14'_0" i4'-0" W-0" 12" 17'4' 1T_9" 17'4" 17'-9" 16" 1T-3" 17'-3" 17'-3" 17`-3" 0.040" 13'-1" 13'-1" 13'-1" 73'-1'1 34 24" V-5" T-5" T-5" 3'-5" 30 24" 5'-11" 5'-11" 5'-11" 5'-11" 30 24" 8'-11" 8'-11" 8'-11" 8-11" 30 36" 6'-6 V-6" V-6" 6'-6" 40 0.024" V-1" V-1" 6'-1" V-1 20" 4'4' 4'4' 4'-2'- 4'-2" 20" T-1" 7'-1" 7--1" 7'-1-- 20" 10,_8" 10-B" 10-8" 10'_B" 32" 7'-4" T-4" T-4" 7-4" 0.040" 11'_2" 1 V-2" 11'_2" 11,_2" 16 V-2" 5-2" V-2" 5'-2" 16" 8'-10" B'-10" 8'-10" 8'-10" 18" 13-4" i3-4" 13-4" 13-4" 24" 9,_9" 9-9" W.V. 9'-9" 60 0.024" 4-8" 4-8" W.W. 4'-8" 12" 6'-10" 6'-10" 6'-10" 6'-10" 12 11'-9" i 1'-9" 11'-9" 11'-9" 12" 16'-3" 16-3" i 6'-3" 16-3" 16" 14'-5" 14'-5" 14'-5" 14'-5" 0.040" 8'-10" 8'-10" 8'-10" 8-10" 40 24" 2'-7" 2-7" 2--7" 2'-7-' 40 24" AIL5" 4'-5-' 4'45" 4'-5" 40 24 V-9" 6-9" V-9" V-9" 40 36" 4'-11" 4'-11" 4'-11" 4'-11" TABLE 1.5 20" 3=1" V-1" V-1" T-1-' 29, 5-4" V-4" V-4" 5'-4" 20'. 8'-1" 8'-1" V-1" V-1" 3T 5'-6" 5'-6" 5'-6" 5-6" 16'- V-10" V-10" V-10" TAO" 16" fi'-8" V-8" V-V- 6'-8" i6" 10'-0" -0 10' " 10'-0" 10'-0" 24" 7-4' " 7'-4" 7 -4'-4" 7' " 12" 5'-2" 5'-2" 5'-2" V-2" 12" 8'-10" 'V-10" 8'-10" V-10" 12" 13-4- 13'4„ 1314" 13'-4" 16" 101-111, 10'-11" 10'-11" 10'-11" J 2 aois 60 24" 1'-9" 1'-9" 1'-9" 1'-9" 60 24" 3'-0" V-0" 3'-0" T-0" 60 24" 4'-6" 4'-6" 4-6" 4'-6" 60 36" V-3" T-3" 3'-3" 3-4' 20" 2'-1" 2'-1" 2'-1" 2'-1" 20" 3'-7" 3'-7" V-7" 3--7" 20" 5-5" 5'-5" V-5" 5'-5" 32" 3'-B" T-8" V-8" T-8" Amerimax Exterior Home Products S,0 AL E 16" 2--7" 2-7" 2-7" 2-7" 18" 4'-5" 4'-5" 4--5" 4'-5" 16" 6'-9" 6'-9" V-9" 6-9" 24" 4'-11" 4'-11" 4'-11" 4'-11" 28921 US Hwy 74 �S NG/ 12" V-5" T-5" 3'-5" 3'-5" 12" 5'-11" 5'-11" 5'-11, 5'-11" 12" V-11" 8'-11" 8'-11" 8'-11" 16" 714" 7' 7'-4" 714" Romoland,CA 92586 TABLE 1.1 TABLE 1.2 TABLE 1.3 TABLE 1.4 NOTE.RAFTERS MAY OVERHANG 25%OF THEIR CLEARSPAN Carl Putnam,P.E. % 8139 0.024"x2"x6.625"Rafter Multis an 0.032"x2'x6.625"Ratter(Mullis pan) 0.040"x2"x6.625"Rafter Multis an 0.042"x3"x 'Rafter(Mullis pan) 3441 Ivylink Place Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter I Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Lynchburg,VA 24503 �( Snow Load Spacing Exp B Exp C Snow Load Spacing Exp B Exp C Snow Load Spacing Exp 6 Exp C Snow Load Spacing Exp B Exp C carlputnam@comcasLnet s m i15 i30 115 120 s m 115 i30 115 i20 s in 115 130 115 120 s in 115 730 115 120 10 24" 6'-9" V-9" 6'-9" 6'-9" 10 24" 10'-3" W-3" 10'-3" 10'4" 10 24" 13'-9" 13'-9" 13'-9" 13'-9" 10 36" 11'-8" 11'-8" 11'-.8" 11'-V. l CiV1 Q` LIVE 20" 7'-9" 7'4" 7'-9" 7'-9" LIVE 20" 1 V-7" 1 V-7" 1 V-7" 11'7" LIVE 20' W-5" 15'-5" 15'-5" 15'-5" LIVE 32" 12'-8" 12'-8" 12'-8" 12'-6" qTF 1F04'\ 16" 9'-1" 9'-1" 91_1" 9-i" 16" 131_5" 13-5" 131_5" 131- "5" 16 17'-9" 17'-9" 1T-9" 171-9" 24" 15,-4" 15,4" 15'4" 15'4" 12" 1V-1" W-1" 71-1" 11-1 12" i6'-0" 16-0" 16'-0" W-0" 12" W-11" 20'-11"20'-11„ W-11„ 16" 19-8" 19-8" 191_8" 1 -8" 20 24" V-10" T-10" T-10" 3'-10" 20 24" 6'-1" 6--l" 6'-1" 6'-1-- 20 24" 8-6" 8'-6" V-6" V-B" 20 36" 6'-10" V-10" 6'-16" 6'-10" �~ LIVE 20" 4'-6" 4'-6" 4'-6" 4-4- LIVE 20" 7'-0" 7'-0" 7'-0" 7--Y' LIVE 20" 9'-9" 9'-9" 9'-9" 9'-9" LIVE 32" T-6" T-6" 7'-6" 7'-W- .•R..... ��SIO%� 16" V-5" 5'-5" 5-5" 5'6-- 16" B'-4" 8'-4" 8'-4" 8-4" 16" 11'-0" 11'-4" 11'-*' 1V-4" 24" 6'_5" 9,_5" 9-5" 9-5" •: Q: _•PU 12" V-9" 6-9" 6'-9" 6'=9- 12" 10'_3" W-3" 10-3" 10'_3" i2 ig'-9" 13-9" 13'-9" 13'-9" 16" 12'-8" 12'-8" 12'_8" 12'-V. 25 24" 3'-8" 3'-B" 3'-8" 3'-8" 25 24" 5'-10" 5'-10" 5'-10" 5'-10" 25 24" e'-2" 8'-2" 8'-2" 8'-2" 25 36" 6-T' 6'-7" 6'7" 6'-7" 20" 4'-3" 4'-3" 4'-3" 4'-3" 20" 6-9" 6-9" 61-9" 61-9" 20" 9'4" 9'4" 9'•4" 9'4" 32" 7-3" 7-3" 7*-3" 7-4- IV' 5'-2" V-2" 5'-2" 5'-2" 16" 81-0" 81-0" 8-0" 8-0" 16 71-0" 11'_0„ 11-0" 11-0" 24" 9'-i" 9•_1" g-1" 9'-1" `� a 12'- 6-6" 6-6" 6.6" 6--V- 12" 9'-111, 9'-11" 9'-11" 9'-11" 12" 73'4' 13'-4" 13'_4" 13'-4" 161. 12-2" 12_2" 12-2" 12'-2" 30 24" T-T' 3-4- T-l" 3'-1" 30 24" 5'-0" V-0" 5'-0" 5'-0" 30 24" T-I" T-1 7'-1" 71-11" 30 36" 5-8" 5'_8" 5-8" 51_8" 1k 20", 3'-8" 3'-V- 3-B" T-8-' 20" V-10" 5'-10" V-10" 5'-10" 20" 8-2" 8-T' 8-2" 8-2-- 32" 6-3,- 6-3" 6-_3- 6-3" C \�'• 16" 4'-5" 4-5- 4'-5" 4--5-- 16" T-0" 7'4' 7'-0" T-0-- 16" 9'-8" 9-8" 9-8" 9'-8" 24" T-11" T-11" 7'-11" 7'-11" 12" 5'-8" 5-8" 5'-8" 5'-8" 12" 8'-8" 8'-8" 8'-B-, 8'-8" 12" 11'-10" 11'-10" 11'-10" 11'-10" 16" 10'-9" 10'-9" 10'-9" i0-9-- CAl1FC�. 40 24" T-5" 2-5" 2'-5" TwV- 40 24" V-11" T-11" T-11" 3'-11" 40 24" 5--e" 5'-8" 6'-8" 5'-8" 40 36" 4--5" 4'-5" 4'S" 4--5' 20" 2'-10"' 2'-19 T-10" 2'-10" 20" 4'-7" 4'7" 4W- N-7" 20" 6--7" V-7" 6--7" 6'-7" 32" 4'-1 Y' 4'-10" 4'-1 D" 4'-10" OCT 02 201.3 16" V-6" V-6" 3-6" T-6" 16" 5W" 5'7" 5'-7" 5'-7" 16" 7'-10" 7'-10" 7'-10" 7'-10" 24" 6-3" 6-_3" 6-3" 6-3„ 12" 4-S" 4'_S" 4'_5-- 4-_5-' 12" T-0" 71_01, 7,-0„ 7-_0,- 12„ 9-0-- 9,_e„ 9,_8" 9,_8" 1s" 8,_8" e,_B,- 8,-V- 8.-81, 60 24" V-7" V-7" V-7" 1-7" 60 24" 2'-9" 2'-9-- 2--9-- 2'-9" 60 24" 4'-D" 4'-0" 4'-D" 4-a" 60 36" 3--0" T-0" T-0" V-0" 20" V-11" V-11" V-11" 1'-1111 20" 3t3" 3--3" 3-_3" 3-_3-- 24" 4--8" 41_8" 4--8-- 4,_8-' 32" 3-_5" 3-_5" 3,_5-- 3-5" 16" 2'_5' 2'-5" 2'-5-- 2'-5" 16" 3'-11" V-11" 3'-11" 3--1 1" 16" 5--8" 5'-8" Stg-- 5'-8" 24" 4_5" 4-5" 4,-5" 4--S" 12" T-I" 3'-l" 3--1" 3'-1-- 12" 5-4" 5'-0-- 5.-01' S'-0 12" 7'-1" T-1" 7'-1" 7'-1" 1 16-' 1 6-4- 6-4- 6'-3" V-3" TABLE 1.6 TABLE 1.7 TABLE 1.8 TABLE 1.9 ICC ESR1398(2012 IBC)9/29/2013 Page 6 of 66 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL-AND PATIO STRUCTURES 0,024"x2"x6.625'Rafter Sin ie S an 0.032x2-'x6.62V'Rafter(Single Span) 0.040"x2x6.625"Rafter(Single Span Spanj 0.042"x3"x8"Rafter Ingle Span) Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground 'Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C Snow Load Spacing Exposure C Snow Load Spacing Exposure C Snow Load Spacing Exposure C s n 130 140 150 170 s in 130 140 150 170 s in 130 140 160 170 s in 130 140 150 170 10 24" VA" 7'-3" 16'-7" 5'-5" 10 24" lZ4' 11W 10'-5" 9'-0" 10 24" IVA" 14'-11" 13'-1Q" IVA" 10 36" W-7" 13'-5" 12'-4" 10'-8" Tx3"Rafter 6"o/c Multis an or Single) LIVE 2VI 9'-0" 8'-2" 7'-5" 6'-2" LIVE 20" 13'-6" 12'-5" 11'-6" 9'-11" LIVE 20" 17'-8" 16'-3" lV-1" 13'-2" LIVE 3Z' 15'-6" W-3" 13'-2" 11=5" Ground Rafter Wind Speed and Exposure 16" 1014" 9-4' V-V- 7'-2" 16" lV-2" IT-1 I" 12'-1 1" 11'-2" 16" 19'-3" 18'-2" 16'-1Q" 14'-9" 24" 17'-10" 16'-5" 15'-3" 13'-3" Snow Load Gauge Exposure C. 12" 12'-0" 1i'-0" 9,-8" T_T- 12" 17'-5" 18'-0" 14'-10" IZ-11" 1 12„ 21'_U' 20'4„ 191-1" 16'-10" IV' 21--V- 20'4" 18,_6" 16,_1" (pso m 130 140 150 170 20 24" V 4" 4'-4" 1 4'-4" 4'-4" 20 24" T-5" 7'-6" T-5" 7'-5" 20 24" 11'-3" I V-3" 11'.3" 11-4" 20 36' 8'_2" 8'-Z' 8'_2" 8'-2" 10 0.624" 12'_5" 12,_5" 11'-8" 10'.3" LIVE 20" V-2" V-2" 5'-2" 5'-2" LIVE 20" V-11" V-11" V-11" 8'-11" LIVE 20" 13'-5" IT-5" 13--5" 13-4- LIVE 32" 9'-2" 9'-2" 9'-2" 9--2" LIVE 0.040" 16'-4" 1b'-6" W-9" 13'-6" 1611 61-6" 614' V-6" 0.6" 1611, ill-1" 11'-1" 11'-11- 11'-1" 16" 16-10" 15.10" 15'-16,- 14,_9" 24" 12'_2" 12,_2" 12'_2" 12'-2" 20 0.024' 8'_5" 8,_5" 8'_5" 6'-5" 12" V-7" V-7" V-7" T-T' 12" 14'-8 W-8" W.8" 12�_11" 12„ 18'_2" 18,_2„ 18'-2" 16'-1011 16" 18'_7" 18,_1" IVA" 16'-1" LIVE 0.040" W-10" 141-10" W-9„ 13,_6" 25 24" 4'-2" 4'-2-' 4'-2„ 4'-2" 25 24" T-1" 7-1" 7--l" T-1" 25 24" 10'-8" 10'-8" 10'-8" 10'-8" 25 36" 7-10" T-10" 7'-10" T-10" 25. 0.024" V-2" V-2" V-2" 8'72" 20" 4'-1I" T-11" 4'-11" 4'-11" 20" 8'_6" 8,-6" 6,-6" 8-V- 20" 12-9" 12'-9„ 12'-9,- 12,-9" 32" 8'-9" V-9" V-9" V-9" 0.040" 14-6" 14'_6" 14'_6" 13'_6" 16" 6'-Z' V-2" 6'-2" 6'-2" 16" 10'-7" 10'-7" 10'-7" 10'-7" 16" 15-6" 15'-6" 15'-6" 14'-9" 24" 1V-7" 1V-7" 11,-7- ll-T, 30 0.024" 7'-4" 7'-4" 7'4" T-4" 12" 8'_3" 8'-T' V-3" 7'7' 12„ 14,_0" 14-0" 14'_0" 12-1 1" 12" 17-9" 1T_9„ 17'_9" 16'_10" 16" 17'-3„ 17'-3" 17-3" 1V-1" 0.0401 13-1" 13'-1" 131_11' 13,-1„ 30 24" 3'-5" 3-5" V-5" 3'-5" 30 24" V-11" Y-11" 5'-11" V-11" 30 24" 8'-11" 8'-11" 8'-11" 8'-11" 30 36" 6'-6" 6'-6 6'-6" fi'-6" 40 0.024" 6'-l" V-1" 8'-l" 6'-1" 20" 4-2 . 4-2" 4'-2 4-2„ 20" 7'-l" T-1" T-1" 7--1" 201, 10'-81, 101-8 i0'-81- 10'-8" 32" 7-4" 7'4' 7'.4" T-4" 0.040" 11'-2" 1V-2" 11'4" `11'-21' 16'' 5'-2" 5'-2" 5'-2" V-2' 16" 8'-10, V-10" 8'-10" V-10" 16" 13'-4" 13'-4" 13'-4" 13'-4" 24" 9-9" 9'-91 9'-9" 9'-9" 60 0.024" 4'-6" 4'.8" 4--e" 4--8" 12" 6'-101, 61-10" fi'-10'- fi'-10" 12" ll'-9" 11-9" 11'_9" 11-9" 12" 16--3-' 16'_3" 16'-3„ 16'-3-' 16" 14'-5" 14-5" 14'-5" 14'-5" 0,040" 8'-10" 8'-10" 8'-10" 8'- -11 40 24" 2'-7" 2-7" 2'-7" T4" 40 24" 4'-5" 4'-5" 4-5" 4'-&' 40 24" 6'-9" B'-9" 6'-9" 6'-9" 40 36" 4'-11" 4'-11" 4'-11" 4'-11" 20" 3'-1" 3'-1" T-l" V-1" 20" 5-4" 5-4" 6'4' 5-4" 20 8'_1" 8'-1" 8-1" 8-_1" 5,32" V-6" _6" 'V-V' S,_6" 16" T-10" V-10" Y-10" V-10" 16" 6,_8" 6•_8„ 6-8" 6-8" 16- 101-0" 101_01, 10-011 101_0" 24" 74' T-4" T_4", 7-_4" IV' V-2" 5'-2" 5'-2" 5'-2" 12" V'10" 8'-10" V-10" 8'-10" 12" 13'�4" 13'-4" 13'-4" 1V-4" 16" W-11" W-11" 10'-11" 10'-11" 60 24" 1--9" 1'-9" 1'-9" 1'-9" 60 24" T-0" V-0" T-0" 3'-0" 60 24" 4=6" 4--8" 4'-6" 4'-6" 60 36" V-3" T-3' 3'-3" 3'-3" 20" 2'-1" 2'-1" 2'-1" 2'-1" 20" 3'-7" 3'-7" 3'-7" 3'-7" 20" 5-5"' S'-5" 5'-5" 5'-5" 32" 3'-8" 3'-8" 3'-8" 3'-8" Amerimax Exterior Home Produc g10NAL F 16,- V-7" 2'-T- 2'-7-- 2'-7-- 16" 4'-5" 4'-5" 4'-5" 4'-5" 16" 6'-9" V-9" V-9" 6'-9" 24" 4-Al" 4'-11" 4-11" 4'-1T' 28921 US Hwy 74 �Q�s p� 12" V-5" 3--5" T-5" 3'-5" 12" V-11" V-11" _5'-11" 5'-11 12" 8-11" 8'-11" 8'-11, 8'-11" 16" T-4" 7'-4" 7'-4" T-4" Romotand,CA 92685 Q`,' rN {I TABLE 1.10 TABLE 1.11 TABLE 1.12 TABLE 1.13 NOTE:RAFTERS MAY OVERHANG 2W.OF THEIR CLEARSPAN Carl Putnam,P.E. C 68 0.024"54"x6.525"Rafter Multis an 0.032"x2 W.625"Rafter Multis an 0.040"x2x6.625"Rafter Multis an 0.042"x3"x8"Rafter Multis an 3441 Ivylink Place Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Lynchburg,VA 24503 * 6I30/ 17 Snow Load Spacing Exposure C Snow Load Spacing Exposure C Snow Load Spacing Exposure C Snow Load Spacing Exposure C car! utnam comcastne s m 130 140 150 170 s in 130 140 160 170 s in 130 140 150 170 s in 13D 140 150 170 �'� CIVIL 10 24" 6'-9" 6'-9" 6'-7" 5'-5" 10 24„ 1D'_3„ 1Q'_3" 10'-3" 9'-0" 10 24" 13-9" 13.9" 13-9" 12'-1" 10 36 11-8" 11'_6„ 11'_8° 10=8" qr �1 LIVE 20" 7--9" T-9" T-6" 6'-2" LIVE 20" 11'-7" 11'7" 11'-6" 9'-11" LIVE 20,• 15'_5" 15-5" 15-1" 13-_2„ LIVE 32,- 12-8" 12-8" 12,_8„ 11'-5" C 15C� 16" 9'-1" '9'4" 8'-6" 7'-2" 16" 13-5" 1T-5" 12'11" 11-_V- 16" 17'-9" 17l-9" 16--10" 14-9" 24" 15-4" IV-4" 15'-3" 13-3" 12" 11'-1" 11'4- 9'-8" 7'-7" 12" 16-0" 16'•V' INA0" 12,_11" 12" 20-11" 2D-o" IVA" 16-10" 16" 19,-8" 19-8" 18'0' 16-l" 20 24" T-10" 3'-10" TA0" 3'-10" 20 24" 6'-1" 6'-1" 6'-1" 6'-i" 20 24" V-6" e'-6" 8'-6" 8'4" 20 36" V-10" 6'-10" 6'-10" ��S$(0 LIVE 20" 4'-6" 4'-6" 4'.6" 4'-6" LIVE 20" T-0" T-0" T-0" 7'-0" LIVE 20" V-9" V-9" 9'-9" 9'-9" LIVE 32" 7'-6" 7'-6" T-6" T-6" �Q ' 18" 5'-51' V-5" V-5" 5'-5" 16" V-4" 8-4" V.4" V-4" 16" 11,-4" 1 V-4„ 1 V-4" 11-4" 24" 9-5" 9-5" 8-5" 9-6- 12" fi'-9" 6'-8" 6'-9" 6'-9" 12" 10'-3" 10--3" 10-3-' 107_3" 12-, 13,_9„ 13'_9" 13'-9" i3,-9-' 16" 12-8-, 12,_8" 12,_8", i2,_8" 25 24" T-8" 3'-8" V-8" V-8" 25 24" V-10" V-10" V-10" 5'-10" 25 24" 8'-2" 8'-2" 8'-2" 8'-2" 25 36" 8'-7" 6'-7" 6'-7" 6'-7" 20" 4-3" 4-3" 4'-3-- 4-4- 20„ 6-9„ 6,_9„ 6,-9" 6,_9„ 20" 9,_4„ 9-_4" y,_4„ 9,_4" 32„ 7-_3„ 7,_3„ 7,4- 7,_3-- 16" V-2" 5'-2" V-2" 5'-Z' IV' V-0-' V-0" 8-0" 8'-Y' 16" 111-0" 11'-0" 11'-0" 11'-0" 24" 9'-l" VA" 9'4- 9'-l" 12" V-6" 6,-6" 6,_6" V-6" IV, 9'-11" 9'-11" 9'-111, -9'-11" 12" 13'-4" 13'4" 13',4" 13,_4„ 16" 12-2" 12-2" 12,_2" 12-21. >k � 4'. 30 24" T-1" 3'-l" 3-1" V-1" 30 24" 5'-0" Y-0" 5'-0" 5'-0" 30 24" 7-1" 7'-l" 7'-1" T-1" 30 36" 5--8" 5'-8" 2D" 3'-$" .3'-8" T-B" 3'-8" 2v- 5-10" V-10" 5'-10" 5'-10" 20" 8'_2u 8-2" 8-2" 8-2" 32„ 6_3n 6'_3" 16" 4'-5" 4'-5" 4'-5' 4'-5" 16" 7'-0" V-0" T-D" T-0" 16" 91-8" 9'-8" 9'-8" 91-8" 24" 7'-11" 7'-11" 7'-11" T-11" 12" V-6- V-8" 5'-8" 5'-8" 12" 8'-8" V-8-' 8'-8" 8'-V` 12" 11'-10" 11--10" 111-1U" 111-10" 16" 10-9" 10-_9" 101-9" 101-911 40 24" 2--5" V-5" 2'-5" T-5" 40 24" T-11" V-11" 3'-11" V-11" 40 24" V-8" 5'-8" 5'-8" 5'-8" 40 36" 4'4" 4'-5" 4--5" 4'-5" OCT 02 2013 20" V-10" T-10'- T-10" V-10" 20„ 4-7" 4-7" 4-7" 4'_7' 20" 61-T' 61-7" 61-7" 61-71' $2" 4'-10" 4'-10" 4'-10` 4'-10" 16" T-6' T-6" V-6" T.6" 16' V.7„ V-7" V-T, 5_7, 16" 7'-10" T-10" T-10" 7'40" 24" 6-3-' 6-3" 6'-3" 6-4- 12" 4'-5" 4'-5" 4'-5" 4'-5" 12" T-0" 7-0" 71-0" 7-_0" 12" 91-8" 91_8" 91-8" 9'_e„ 16" 8'-8" 8'-8" 8'-8" V-V. 60 24" V-7" V 7" 1--7" 1'-7" 60 24" 2'-9" 2'-9" 2'-9" 2'-9" 60 24" 4'-W 4,-0" 41-9" 4'-0 60 36" 3'_0 T-0" 3'-4" 3.0„ 20" 1'-11" 1'-11" 1'-11" 1'-11" 20" T-3" 3'-3" 3'-3" 3'-3" 20" 4'8„ 4-_6" 4-8" 4-6 32" 3-5" 3-5" 3-51, $-5' 16" 2--5" 2--5' 2-5" 2'-5" 16" V-14" 3'-11'' 3'-11" T-11" 16" 5-8" 5-_8" 5-8„ 5-8-, 24" 4-5" 4-_5, 4-_5" 4,_8, 12" 3--1" 3--1-' 3--l" V-1" 12" 5-0" b'-0" 5'-0" 5'-0" 12" 7-1" 7'-1" T-1" 7--1" 16" 6-3" 6-3" 6'-3" 6-3" TABLE 1.15 TABLE 1.16 TABLE 1.17 TABLE 1.18 ICC ESR1398(2012 IBC)912912013 Page 7 of 66 LATTICE 1.0 DOUBLE RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES(REQUIRES THE USE OF DETAIL L31 OR L32) 0.024 x2"x6,625"Rafter Single Span) 0.032"x2"x6.625"Rafter Single Span) 0.040"x2"x6.625"Rafter(Single Span) 0.042'x3"x8"Rafter(Single Span) Lattice Tubes Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground I Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Lattice Wind Speed and Exposure Snow Load Spacing Exp B Exp C Snow toad Spacing Exp B Exp C Snow Load Spacing Exp B Exp C Snow Load Spacing Exp B Exp C Snow Load Size Exp B Exp C (psi) (in) 115 130 115 120 (ps (in)- 115 130 115 120 (psf) (in) 115 130 115 120 (psi} (in) 115 130 115 120 (pan (in} 115 130 115 120 10 48" 10'-9" 10'-1" 9'-6" 91-0" 10 48" 14'-9" 14'-9" 14'-2" 13'-6" 10 48" 18'-T' 18'-2" 18'-2" 17'-7' 10 72' 17'-3" 17'-3" 16'-8" 15'-11" 10 1.5' 72" 72" 72" 72" LIVE' 40" 11'-9" 11'-2" 10'-7" 10'-0" LIVE 40" 16'-1" 16'-1" 15'-6" 14'-10" LIVE 40" 19'-10" 19'-10" 19'-7" 19'-0" LIVE 64" 18'-3" 18'-3" 17'-9" 16'-11" LIVE 2" 72" 72" 72" 72" 32" 13'-1" 12'-8" 12'4" 1V-4" 32" 17'-11" 17'-11" 17`-4" W-W 32" 22'-1" 21'-8" 21'-0" 20'-5" 48" 2V-0" 21'-0" 20'-S" 19'-6" 2"x3" 72" 72" 72" 72" 24" 15'-0" 14'-9" 13'-11" 13'-3" 24" 20'-6" 20'-6" 1V-11" 19'-0" 24" 25'-3" 23'-8" 22'-11" 22'-3" 32" 25'-4" 25-A" 24'_9" 23'-8" 3" 72" 72" 72" 72" 20 48" '6'4' 6'-6" 6'-6" 6'-6" 20 48" 10'-6" 10'-6 10'-6" 10'-6" 20 48" 13'-0" 13'-0" 13'4" 13'-0" 20 72" 12 4" 12'-4" 12'-4" 12'-4" 20 1.5" 72" 72" 72" 72" LIVE - 40" T-10" 7'-10" 7'-10" 7'-10" LIVE 4a IV-6" 1V-6" 1V-6". 1V-6" LIVE 40" 14'-2" 14'-2" '14'-2" 14'-2" LIVE 64" 1T-0" W-0" 13'-0" 13'-0" LIVE 2" 71" 71" 71" 71" 32" 9'-4" 9'-4" 9'-4" 9'-4" 32' 12'-10" 12'-10" 12'-10" 12'-10" 32" 15'-10" 15'-10" 15'-10" W-10" 48" 15'-0" 15=0" 15'-0" 15'-0" 2"x3" 72" 72" 72" 72" 24" 10'-9" 10'-9" 10'-9" 10'-9" 24" 14'_9" 14'-9" 14'-9" 14'-9" 24" 18'-2" 18 2" 18'-2" 18-2" 32" 1 18'-3" 18'-3" 18'-3" 18'-3" 3" 72" 72" 72" 72" 25 48" 6'-W 6'-3" 6'-3" 6'_3" 25 48" W-W 10'-3" 10'-V 10'-3" 25 48" 12'-8" 12'-8" 12'-8" 12'-W 25 72" 12-0" 12'-0" 12'_0" 12'-0" 25 1.5" 72" 72' 72" 72" 40" 7'4.' 7'-5" 7'-5" 7'-5" 40" 1 V-2" 11'-2" 11-2" 1 V-2" 40" 13'-10" 13'-10" 13'-10" 13'-10" 64" 17-9" 12-9" 12'-9" 12'-9" T. 69' 69" 69" 69" 32" 9'-1" 9'-1'.' 9'-1" 9'-1" 32" 12'-6" 12'-6" •12'-6" 12'-6" 32" 15'-6" 15'-6" 15-6" 15'4" 48" W-8" 14'-8" 14'-8" 14'-8" 2"x3" 72" 72" 72" 72" ZV i0'_8" W-6" 10'-6" 10'-6" 24" 14'-61 14'-5" 14--6" 14'-5" 24" 17'_9" 1T-9" 17'_9" 17-y" 32" 17'-10" 17'-10" 17--10" 17-10" V. 72" 72• 72' 72" 30 48" 5'-2" 5'-2" V-2" -2 5' "_ 30 48" VA" 9'-4" 9'-4" V-4" 30, 48" 1 V-7" 1 V-7" 11'-7" 11'-7" 30 72' 1 V-W 11'-0" 11'-0" -0 11' " 30 1.5" 65" 65" 65" 65" 40" V-3" 6'-3" 6'-3" 6'-3" 40" W-W 10'_3" 10'-3" 10-3" 40' 12'-8" 12'_8" 12'-8" 12'-8" 64" 11-8" 11'_W 11'_8" 11-8" 2" ' 62" 62" 62" 62" 32" 7'-9" 7-4- 7'-9" T-9" 32" 11'-5" 111-51, 11445" 11'_5" 32" 141_2" 14'-2" 14'-2" W-2" 48" 13'-5" 13'_5" i3'-5" 13'-5" 2,x3" 72" 72" 72' 72" 24" 9'_7" 9--71- 9-7" 9'-7" 24" 13'-2" 13'-2" 13'_2" 13-2" 24" 16'-3" 16'-3" W-WIV-3" 32" 16'-4" 16'-4" I V-4" 16'-4" 3" 72" 72" 72" 72" 40 48" 3'-11" V-11" &AI" T-11" 40 48" 8-4- 8'-1" 8'-1" 8'-1" 40 48" W-1" W-1" 10--1" 10'-1" 40 72" V-6" 9'-6" 9'-W 9'-6" 40 1.5" 55 55 55'. 55" 40" 4'-8" 4'-8" 4'-8" 4'-8" 40" 8'-10" 8'-10" 8'-10" 8'-10" 40" 1 V-0" 11'-0" I V-0" I V-0" 64" 1 V-1" 10'A" 10-1" 10'-1" 2" 52" 52' 52" 52" 32" V-10" V-10 5'-10" 5'-10" 32" V-11" 9'-11" 9'-11" 9'-11" 32" 12'-3" 12-3" 12'-W 174- 48" 1V-8" 11'-8" 111_8" 1V-8" 2"x3" 63" 63" 63" 63" 24" T-9" 7'-9" T-9" 1 T-9" 24" 1 T-5" 11'-5" 11'-5" 11-5" 24" 14'-2" 14'-2" 14'-2" W-2" 32" 14,_2" W-2" 14'-2" 14'-2' 1 3" 66" 65" 66' 1 65" 60 48" 2'-7" 2'-7" 2'-7" 2'-7" 60- 48" 6'-3 6'-3" 6'-3" 6'-3" 60 48" 8'4" 8'-3" 8'-3" 8'-3" 60 72" 7'4" 7'-9" 7'-9" 7'-9" fi0 1.5" 43" 43" 43" 43" 40" 3'-1" 3'-1" 3'-1" 3'-1" 40" 7'-3" 7'-3" 7'-3" 7'-3" 40" 9'-0" 9'-0" 9'-0" 9'-0" 64" 8'-3" 8'-3" 8'-3" 8'3" 2' 39" 39" 39" 39" 32" V-11" T-11" V-11" V-11" 32" 8'-1" 8'-1" 8'-11, 8'-1" 32" 10'-1" 10'-1" 10'-1" 10'-1" 49' 9'-6" 9'-6" 9'-6" 9'-6" 2"x3" 49" 49" 49" 49" 24" 5'-2" 5'-2" 5'-2" 5'-2" 24" 9`-4" V-4" 9W, 9'-0" 24" 11'_7' 11'-7" 11'-7" 11'_7' 32' W-8" 11'-8" 11'-8" 11'-8" 3" 49" 49" 49r` 49" TABLE 1.19 TABLE 1.20 TABLE 1.21 TABLE 1.22 T BL NOTE:THESE TABLES REQUIRE THE USE OF DETAIL L31 OR L32 Amerimax Exterior Home Products 0,024"x2"x6.625"Rafter(Multis an 0.032"x2"x6.625"Rafter MuIGs an 0;040"x2"x6.625'Rafter(Multis an) 0.042"x3"x8"Rafter(Multispan) 28921 US Hwy 74 Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Romoland,CA 92585 Snow.Load Spacing Exp B ape Snow Load Spacing Exp B Exp C Snow Load Spacing Exp B Exp C Snow Load Spacing Exp B Exp C r Q UP (psfa (in) 116 130 115 120 (pst) (in) 115 130 115 120 (psi) (in) 115 130 115 120 (pst) 1n 115 130 115 120 3441 Ivylink Place C 8� 10 48" 8'-10" 8'-10" B'-10" 8'-10" 10 48" 13'-3" 13'-3" 13'-3" 13'-3" 10 48" 17'-2" 17'-2" 17'-2" 17'-2" 10 72" 1V-7" 15'-7" 15'-7" 15'-7" Lynchburg,VA 24503 LIVE 40" 9'-11" 9'-11" 9'-11" 9'-11" LIVE 40" 14'-7" 14'-7" 14'-7" 14'-7" LIVE 40" 18'-9" 18'-9" W-9" 18'-9" LIVE 64" 16'-7" W-7" 16'-7" 16'-7" carloutnam@comcast,net �( $/30121 32" 1 V-4" 1 V-4" 1 V-4" 1114" 32" 16'-4" 16'-4" 16'-4" 16'-4" 32" 20'-11" 20'A 1" 20'-11" 20'-5" 48" 19'-2" 19'-2" W-2" 19'-2" 24" 1T 4" 13'-4" 13'4" 13'-W 24" W-11" 18'-11" 18'-11" 18'-11" 24" 24'_0" 23'_8" 27-11" 22_3" 32" 23-5" 23'_5" 23'-5" 23'-5" 20 48" 5'-5" 5'-5" 5'-5" 5'-5" 20 4W 9'-0" 9'-0" V-0" 9'4" 20 48" 12'-a' 12'-0" 12'-0" 12'-0" 20 77' IV-8" 10'-8" 10'-8" 10'4" �'r civil_ LIVE 40" V-3" V-3" V41 6'4" LIVE 40" 1V-0" 10'-0" 10'-0" 10'-0" LIVE 40" 13'-2" 13'-2" 13'-2" 13'-Z' LIVE 64" 11'-4" 11'4" 1V-4" 11'4" 32" 7'4" 7'4" 7'4" 7'4" 32" 1 V-4" 1 V-4" 1 V-4" 1114" 32" W-10" 14'-10" W-10" 14'-10" 48" I T4' 13'-4" 13'-4" 13'-4" 4141 ESSI ' 24" V-10" V-10" V-10" 8'-10" 24" 13-3" 13-3" 13-3" 13-W 24" 17'-2' 17-2' 17-2" iT-2" 32" 16'-7" 16'-7'1 16'_7" 16'-7" Q. 25 48" 5'-3" 51-3" 5'-3", 5'-3" 25 48" V-8" 81-8" 8'-8" V-8" 25 48" 1l'-8" 11'-8" 11'-8" 11%8" 25 72" 10'-4" 10'-4" 10'-4" 10'-4" •�`�:'�'` '• U 02 201 40" 6'-0" 61-0" 6'-0" V-0" 40" V-8" V-8" V-6" 9'-8" 40" 12-10" 12'-10" 12'-10" 12-10" 64" 1 V-1" 11-1" I VA" 1 T-1" 32' T-1" 7'-1" 7'-1" T-1" 32" 11W, 11'-0" 1,1'-0" 11'-0" 32' W-5" 14'-5" 14'-5" W4 5-' 48" 13'-0" 13'-0" 13'-0" 13'-0" :3 24" 8W" 8'-T' 8'-7" 8'-7" 24" 12-11" 12'-11" 12'-11" 12'-11" 24" W-9" 16'-9" 16'-9" 16'-9" 32" 16'-2" W-2" 16'-2" 16'-2" $' 30 48" 4'-6" 4'-6" 4'-6" 4'-6" 30 46" T-10" T-10" 7'-110" 7'-10" 30 48" 10'-7" 10'-7" 10'-7" 10'-7" 30 72" 9'-3" 9'-3" 9'-3" 9'-3" t 40" 5'-3" 5'-3" 5'-3" 5'-3" 40 8-4- 8'-8" V. 8'-8" 40" 1 V-8" 1 T-8" 11'-8" 11'-8" 64" V-11" V-11" V-11" 9'-11" 32' 6-2" 6'-2" 6'-2" 6-2" 32" V-11" 9'-11" V-11" 9'-11" 32" 13'-2" 13'-2" 13'-2" 13'-2' 48" 1 V-9" 11%9" 1 T-9" 11'-9" 24" T-7" T-T- 7-7" 7'-7" 24" 1 V-8" 1 V-8" 1 V-8" 1 V-8" 24" 15-3" 1 V-3" 15'-3" 15'-3" 32" 14'-8"1 W-W 14'-8" W-8" CA�1k1 � 40 48" 3'-7" 3'-7" T-7" 3'-7" 40 48" V-6" V-6" V-6" 6'4" 40 48" 9'-0" 9`4" Z-0" 9'-0" 40 72" 7'-9" 7'-9" 71-9" 7-4- 40" 4'-2" 4'-2" 4'-2" 4'-2" 40" 7-4" 7-4- 7'-4" 7-4" 40" 10'-0" W-0" W-0" 1V-0" 64" 8'4" 8'-4" 8'.4" 8'-4" OCT 02 2013 32' 5'-0" 5'-0" 5-0" 5'-0" 32' 8'-4" 8-4" 8'-4" 8'-4" 32, 1 V-3" 1 V-3" 11-3" 11'-3" 48" V-11" 9'-11" 9'-1 i" T-11" 24" 6'-2" 6'-2" 6'-2" 6'-2" 24 9'-11" V-11" 9'-11" 9'-11" 24" 13'-2" 13'-2" 13'-2" 13'-2' 32" 12'-7" 12'-7' 12'-7" 12W" 60 48" 2'-1" 2'-1" T-6" 2'-6" 60 48" 4'-11" 4'-11" 4'-11" 4'-11" 60 48" 7'-2" 7'-2" T-2" V-2" 60 72" V-11" 5'-11" 5'-11" V-11" 40" 2'-11" 2'-11" 2'-11" 2'-11" 40" 5'-7" 5'-7" 5'-7" 5'-7" 40" 7'-11" 7'-11" 7'-11" 7'-11" 64" 6-4- 6'-5" 6'-5" W-5" 32" V-7" 3'-7" 3'-7" 3'-7" 32" 6'=6" 6'-6" 6'-6" 6'-6" 32" 9'-0" 9'-0" 9'-0" 9'-0" 48" 7'-9" V-9" T-9" 7'-9" 24" 4'-6" 4'-6" 4'-6" 4'_6" 24" 7'-10" T-10" 7'-10" 7'-IU' 24" 10'-7" 1OW" 10'-T' 10`_7" 3z, 9'-11" 9'-11" 9'-11" 9'-11" 3 TABLE 1.24 age 11 WED TABLE 1.26 TABLE 1.27 LATtICE 1.0 DOUBLE RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES(REQUIRES THE USE OF DETAIL L31 OR L32) • 0.024"4"x6.625"Rafter(Single Span) 0.032"x2"x6.625"Rafter(Single Span) 0.040NZQ A6.625"Rafter(Single Span) 0.042"x3"x8"Rafter(Single Span) Lattice Tubes Ground Rafter Wind Speed and Exposure Ground I Rafter Wind Speed and Exposure' Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Lattice Wind Speed and Exposure Snow Load Spacing Exposure C Snow Load I Spacing Exposure C Snow Load Spacing Exposure C Snow Load Spacing Exposure C Snow Load Size Exposure C ( A (in) 130 140 150 170 (psf) I (in) 130 140 150 170 (psf) (in) 130 140 150 170 (psf) (in) 130 140 150 170 (psfl (in) 130 140 150 170 10 48" 8-4" T-3" 6'-7" 5'-5" 10 48" 12'-4" 11'-4" 10--5" 9'-0" 10 48" W-1" 14'-11" 13'-10" 12'-1" 10 72" 14'-7" 13'-5" 12-4" 10'-8" 10 1.5' 72" 72" 72" 72" LIVE 40" 91-01- 8'-2" 7'-5" 614" LIVE 40'- 13'-0" 12'-5" 11'-61' 9'-11" LIVE 40,- 17'-8" 16'-3" 15'-1" 13'-2" LIVE 64-1 15'-6" W-3" 13--2" 11'-5" LIVE 2" 72" 72" 72" 72" 32" 10'4' V-4" 8--6-' T-2„ 32'- 15'-2" 13'-11" 12'-11" 11'-2 32' 19'_3" 18,-2" W-10" 14,_9" 48" 17'-10" 16'-5" 15'-9" 13,_3" 2"x3" 72" 72" 72" 72" 24" 12--0" 11'-0" 9'-8" 7'-7' 24" 17,_5" 16'-0" W-10" 12--11" 24„ 21-4- 20-4- 19--1" W-10" 32" 21'-8" 20'-0" 18'-6" 16'-1" I I V. 72" 72" 72" 72" 20 48" 6--6" 6'-6" 6'-8" 6-5" 20 48" 10'-6" 10'-6" 10'-5" 9'-0" 20 48" 13'-0" 13'-0" 13'-0" 12'-1" 20 72" 12'-4" 12'-4" 12'-4" 10'-8" 20 1,5" 72" 72" '72" 72" LIVE 40" T-10" 7'-10" 7'-5" 6'-2" LIVE 40" 1V-8" IV-6" 1V-6'- 9'-11" LIVE 40" 14'-2" 14'-2" 14-4- 13'-2" LIVE 64" 13'-0" 13'-0" IT-0" 1V-5" LIVE Z. 71" 71" 71" 71" 32'- 94" 9-4' 8'-6" T-2" 32" 12'-10" 12'-10" 12'-10" 11'-2" 32'- W-10" W-10" 15'-10" 14'-9" 48" W-0" W-O" 15'-0" 13-4- 2"x3" 72" 72" 72'- 72" 24" 1 10,4" 1 10'4" 9-4' 7'_7" 24" 14'_9" W-9" 14'_9" 12'-11" 24" 18'-2" 18'-2" 18--2" 16-10" 32" 18--3" 18-4- 18'-3" 16--1" 3" 1 72" 72" 72" 72" 25 48" 6'-3" 6'-3" 6-4- S'-5" 25 48" 10'-3" 1p'-3" 10'-3" 9'-0" 25 48" 12'-B" 12'-8" 12'-8" 12--1" 25 72" 12'-0" 12'-0" 12'-0" 10--8" 25 1.5" 72" 72" 72" 72" 40" 7'-5" 7- .1 7--5" 6'-2„ 40" 1 V-2'- 11 V-2" 1 V-2'- 9'-11" 40" 1 VA D" IV-10" 131_10" 13,_2-' 64" 12'_9" 12'_V' 12,_9" 11'_5" 2" 69" 69" 69" 69" 32" 9,-1" 91-11' 8'-6" 7'-2" 32" 12'-6 W-6" 12'_6" 11'_2" 32" 15'-6" 15'-6" 15'-6" 14'-9" 48" 14'_8" 14'_8" 14'_8" 13-4- 2"x3" 72" 72" 72„ 70 24" 10'-6" 10'-6" 9'-8" 7'-7" 24" W-5" 14'-5" 14-4 12--11" 1 24" 17'_9" 17'-9" 1T-9" 16'-10, 32" 17'-10" 17'-10" 17--10-- 16--1" 3" 72" 72" 72" 72" 30 48" 5141 5'-2" 5'-2" 5'-2" 30 48" 9,-4" V-4" 9'-4" 9'-0" 30 48„ 1 V-7, 11'-7" 11'-7" 1 V-7" 30 72" 1 V-0" 111-0" 1 V-0" 10'-8" 30 1.5" 66" 65" 65" 65" 40" 6'-V' V-3" 6'-3" 6'-2-' 40" 10--3" 10'-V' 10'-3" 9'-11" 40" 12'-8" 17-8" 12'_8" 12'-8" 64" 11'_8" 11'_8" 11--8" 11'-5" 2" 62" 62" 62" 62" 32" T-9" T-9" 7'-9" T-2" 32" 1 V-5" 1 V-5" 1 V-5" 11'-2" 32" 14'-2" 14'-2" 14'-2" 14'-2" 48" 13'_5" I T-5" 13'-5" 13'-3" 2"x3" 72" 72" 72" 72" 24" 9'-7" 9'-7" 9--7" 7--7-- 24". 13--2" 13'-2" 13'_2" 12'-11" 24" 16'-3" W-3" 16--3" 16,-3" 32" 16'_4" 1614" 16141' W-1" V' 72" 72„ 72" 72„ 40 48" V-11" 3'-11" T-11" V-11" 40 48" 8'-1" 8--1" B'-1" 6'-1" 40 48" 10'-1" 10'-1" 10'-1" 10'-1" 40 72" 9'-6" 9'-6" 9'-6" 9'-6" 40 1.5" 55" 55" 55" 55" 40" 4'-8" 4'-8" 4'-8" 4-4- 40" W-10" 8'-10" 8'-10" 8'-10" 40" 1 T-0" 11'-0" 1 V-0" I T-0" 64" W-1" W-1" I W-1" 10'-1" Z. 52" 52" 52" 521 32" V-10" W-10" V-10" 5'-10" 32" V-11" 9'-11" 9-41" 9--11" 32" 12'-3" 17-3" 12'-3" 12'-3" 46" 1V-8" 1V-8" 1V-8" 11'4' 2"x3" 63" 83" 63" 63" 24-' 7'4' 7-4- T-9" 7--7" 24" 11--5" 1T-5" 1V-5" 11--5" 24" 14-4„ i4'-2" 14'-2„ 14'_2„ 32" 14,_2" 14'-2" 14'_2" 14'_21, 3" 65" 65" 65" 65" 60 48" T-7" 2--7" 2'-7" 2'-7" 60 48" 6'-3" 6-4- 6-4- 6'-3" 60 4W' 8'-3" 8'-3" V-3" 8'-3" 60 72" 7-4- 7--9" 7-4- T-9-- 60 1.5" 43" 43" 43" 43" 40" V-1" V-1" V-1" T-1" 40" T-3" 71-3" T-3" 7'-3" 40" 9'-0" S.-C'. 9'-0" 9'-0" 64" 8'-3" 8'-3" 8'-3" 8'-3" 2" 39" 39" 39" 39" 32" 3'-11" V-11" V-11" V-11" 32" 8,-1" 8'-1" 8'-1" 8'-1" 32" 10'-1" 10'-1" 10,_1" 10'-1" 48" 9-_6„ 9,_6" 9'_6 9,_6" 2"x3" 49" 49" 49" 49" 24" V-2" 5'-2" 5'-2" 5-4- 24" 9,-4" 9-4- 9-4- 9'-4" 24" 11 W" 1 V-7" 11'_7" 11'_7' 37' 1 V-8" 11-_8" 1 V-B" 11-4- 3" 49" 1 49" 1 4 t'P, 49" TABLE 1.29 TABLE 1.30 TABLE 1.31 TABLE 1.32 T BILE .37 NOTE:THESE TABLES REQUIRE THE USE OF DETAIL L310R L32 Amerimax Exterior Home Products 9s AL N 0.024"x2"x6.625"Rafter(Multis an) 0.032"xZW.625'Rafter(Multis an) 0.040"x2"x6.625"Rafter(Multispan) 0.042"x3"x8"Rafter(Multispan) 28921 US Hwy 74 Ott PU Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground I Rafter Wind Speed and Exposure Ground I Rafter Wind Speed and Exposure Romoland,CA 92585 Snow Load Spacing Exposure C Snow Load Spacing Exposure C Snow Load Spacing Exposure C Snow Load I Spacing Exposure C (ps Cn 130 140 160 170 (psf) (in) 130 140 150 170 (psf) I (in) 130 140 150 170 (psf) 1 0n) 130 140 150 170 3441 Ivytink Place 68 . g 10 48" 8'-1-- 7'-3" 6'-7" 5'-5" 10 48" 12'-4" 114-4" 10'-5" 9'-0" 10 48" W-1" W-11" 13'-10" 12'-1" 10 72" 14'-7" W-5" 12'-4" W-8" Lynchburg,VA 24503 LIVE 40" 9'-0" 8'-2„ 7'-5" 6'-2" LIVE 40" 13'-6-' 12'-5" 11'4' V-11" LIVE 40" 17'-8" 16'-3" 16-1" 13'-2" LIVE 64" 15'-6" 14'-V' 13'-2" 1V-5" carinutnam@comcast.net P.6J 01 32" 10'-3" 9'_4" 8--6" 7-4- 32" 15'-2" 13'-11" 12'-11" 1V-2" 32" 19'-3" 18'-2" 16'_10" 14--9" 48" 1T-10" 16'-S, 15'_3" 13,_3" 24" 12'-0" 11'-0" 9'_8" 7'-7" 24" 17'-5" 16'-0" 14'-10' 12'-11 24' 21-0' 20'_0„ 99,_1„ 16-10" 32" 21-8" 20-0' 18'-6' 16'-1 n 20 48" 5--5" 5'-5-' 5'-5" 51-5" 20 48" 9'-0" 9=0" 9'-0" 9,-0" 20 48" 12'-0" 12'-0" 12'-0" 12'-0" 20 72" 10'-8" 10,-8" 10'-8" 10'-81 cS'),9 IVI4 LIVE 40" 6'-3,- V-3" 6'-3" 6'-2" LIVE 40" 1V-0" 10'-0" 10-4- 9'-1i" LIVE 40" 13'-2" 13'-2" 13'-2" 13'-2" LIVE 64" 11'4" 11'4" 11'-4" 11'-0" 0 L�F 32" 7'4" T4" 7-4- 7-4- 32„ 11'-4" 1 V-4" 11'4" 1 V-2" 32" W-10" W-10" W-10" 14-4- 48" 13'-4" 13'-4'- 13'4" 13- - 24'1 8'-10" WAY' 8,-10" T-7" 24" 13'-3'- 13'-3" 13'-3" 12'-11" 24" 17'-2" 17'-2" 17'2" 16'-i0" 32" i6'-7" 16'-7" 16'-7" 16'-1" 'PU N 02 2 1 25 48" S'-3" 5-4- 5--3'- 5-4' 25 48" 8'-8" 8'-8„ 8'-8" 8'-8" 25 48" 1 V-8" 1 V-8" 11'-8" 111-8" 25 72" 10'-4" 10'-4" 10'-4" 10'-4-- /" 40" 6'-0" 6'-0" 6'-0'- 6'-0" 40" 9'-8" 9'-8" 9'-8" 9'-8" 40" 12'-10" 12'-10" 12'-10" 12'-10" 64" 11'-1" 11'-1" 11'-1" 11'-1" t= G 32" 7,-1" 7 l" 7 l" 7-i" 32" 1V-0" IT-0" 11'4' 11'-0" 32" 14'-5" 14l-5" 14 5 14'-5" 48 13'-0" 13'-0" 13'-0" 13'-0" zi 24' 8-7" 8'-7 8-7 7-T 24' 12-11 12'-11" 12'-11" 12-11"1 24" 16'-9' 16-9' 16'-9' 16'-9' 32' 16'-2" 16'4 16'-2- 16--1 30 48-- 4'0 4'-6" 4-6" 4'-6" 30 46" 7'-10" T-10" 7--10" T-10" 30 48" 10'-7" 10'-7" 10'-7" 10--7" 30 72" 914' 9-4- 9'-3" 9'4" 7t ik 40„ 5'-3" 5'4" 5'-3" 5'-3" 40" 8'-8" 8'-8" 81-8" 8'-8" 40" 1 V-8" 1 V-8" 1 V-8" 1 V-8" 64" 9--1 1'- .9'-11" 91-11" 9'-11„ 32" 6'-2" 6'-2" 6'-2" 6'-2" 32" 9'-11" 9'-11" 9'-11" 9'-11" 32" 13'-2" 13'-2" 13'-2" 13'-2" 48" 11'-9" i1--9" 11'-9' 11'-9" (.�.24" 7'-7" 7'-7" 7'-7" 7'-7" 24" 3"11'-8" 11'-8" 11'-8'' 11'-8" 24" 15'- 15'-3" 1 14'5'-3" 15'-3" 32" -8" 14'-8" 14'-8" CA 14'-8" F 40 48" 3'-T- 3'-7" 3'-7" T-7- 40 48" 6'-6" 6'-6" V-6" 6--6" 40 48" 9'-0" V-0" V-0" 9'4- 40 72" 7'-9" 7'-9" 7'-9" 7'-9" 40" 4'-2" 4'-2" 4'_2" 4--2" 40" 7'-411 74" 7'4" T 4" 40„ 104" W-0" 10'-0" 10'-0" 64" 8'-4" 8'4" 8'4" 8'-4" OCT 02 2013 32" 5'-0" T-0" 5'-0" 5'-0" 32" 8'4' 8,-4" 8-4" 8'4" j 32" 1 V-3" I'll-VP 1 V-3" 1 V-3" 48" 9'-11" 9'-11" 9'-11" 9--11" 24' 6-2" 6'-2-' 6-2" 6'4' 24" 9'-11" V-11" 9'-11" 9'-11 24" 13'-2" 13-4- 13-4- 13--2" 32" 12'-7" 12'-7" 12'-7" 12'-7' 60 48" 2--6" 2--6" 2'-6" 2'-6" 60 48" 4'-11" 4'-11" 4'-11" 4'-11" 60 48" 7'-2" 7'-2" T-2" T-Z' 60 72" V-11" 5--11-- V-11" 5'-11" 40" 2'-11" 2'-11" 2'-11" 2'-11" 40" 5=7- 5'-7" V-7" 5--7-' 40" T-11" 7'-11" 7'-11" 7--11" 64" V-5" 6'-5" V-511 61-5" 32" V-7" V-7" V-7" 3'-7" 32" 6'-6" 6'-6" 60-61' 61-61' 32" 9'-0" 91-0" 9'-0" 9-0" 48" 7-4- 71_91- 7--9" 7,-9„ 24" 4'-6" 4--6" 4'-B" 4'-6" 24" T-10" 7'-10" 7'-10" 7'-10" 24" 10'-7" 10'-7" 10'-7" 10'-7" 32" WA 1" 9'-11" 9'-1 V. 9'-11" TABLE 1.34 age 0 TABLE 1.35 TABLE 1.36 LAT110E COVER 2.0 POSTSPACINGS FOR PATIOAND COMMERCIAL COVERS NORMAL WIND AREA: 0.042'W"X8"Box Beam(Detail L7) Double 0.042513"x8"(Detail L72) Double O.O4C"x21X5.62W(Detail L12) 0.042"x3'St8"Box Beam(Detail L1) Double 0.042'kKVW(Detail 02) Double 0.040'k7'x5.626"(Detail L12 SABLE 21 Attached Single Freestanding or Ararhed Single Freestanding or Attached Freestanding or TABLE 2.1 lAthchadSingle Freestanding or Attached single Freestanding or Arched Single Freestanding or span Structure Multispan Units span structure Mullis an Units Structure Multispan Units span Structure Multispan Units span structure Multispan Units span structure Multispan Units MAX POSY MAX GROUND SNOW WIDTH POST RED POS MIN FOOTER 6, 1 POST LENGTH I 11Y POST MIN FOOTER v I OOL I 12' POST MIN FOOTER Ir 1 POST 0 LENGTH 1 1 GSNOW WIDTH POST REO POST MIN FOOTER V 1 Oto' ING 2' POST MIN FOOTER Ir I TH MAX O10'L INGTH Ir POST MIN FOOTER S' 1 1o'MAX POST LENGTH I 12' LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOT SPACINGPD SIZE CONSTRAINED FOOTS SPACING PO SIZE CONSTRAINED FOOT LOAD (FT) SPACING FOR SPACIN PO SIZE CONSTRAINEDFOOTE SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINEDFOOTE (PSF) ON SLAB SLAB (FT) TYPE -d' 'd' 'd" W (FT) TYPE 'd' 'd" 'd' 'd' (FT) TYPE 'd' •d" 'or •d• (PSF) ON SLAB SLAB TYPE 'd' •d' 'd" 'd' (FT) (FT) TYPE 'd' 'd' 'a• •a• (F7) TYPE 'd' 'd' 'rl' 'd' (FT) On) On) On) M) On) n) On) On) M) Ml (N1 Can) (FT) M) Ori) M) On) Onl' Ml On) On) On) M) M1 M) 115 MPH EXPOSURE B 115 MPH EXPOSURE B _ 10 3 22-8' A 14•10" A 16 23 25 26 21-7' A 20 25 27 28 18'-1D' A 20 24 25 26 30 3 8'•0' A B:1' B 15 21 23 24 17'8• D 1s 23 24 26 1Y-1' C 17 22 23 24 LIVE 3.5 19'-5" A 131-8• A 19 23 24 26 19'-7• B 21 25 26 28 17'-6' A 20 23 25 26 3.5 6'-IW A 8'a• B 16 21 22 23 fY-5' D 18 23 24 25 11.2' D 17 21 23 24 4 17'-0' A 12'-8' A 19 23 24 25 1W3• B 21 25 26 27 16'-4• A 21 23 24 28 4 6'-0' A T-7• B 16 20 22 23 11=6" D 18 22 24 25 1g'-4" 0 18 21 22 24 4.6 15'-t• A ll'-10" A 19 22 24 25 17J" B 22 24 26 27 15'•5' 8 21 23 24 25 4.5 SW A 7'-0' B 16 20 21 23 10'-9- D 1s 22 23 25 91-8" D 18 21 22 23 5 13.7' A W-2' A 20 22 23 25 16'-4' B 22 24 25 27 14'-7• a 21 22 24 25 5 4'-10" 'A 6=8' 8 16 20 21 22 IV-1' E 19 22 23 24. 9'•2" D 18 20 22 23 5.5 12'-4' A 10'-7" A 20 22 23 24 15-8" 8 23 24 25 26 IT-10' B 22 22 24 25 55 4'-4' A 6'-1" C 17 20 21 22 W-7' E 19 21 23 24 Ira. D 19 20 22 23 6 11'•4' A 10'-1' A 20 22 23 24 14'-10' B 23 23 25 26 13U• B 22 72 23 25 6 4'-0" A W.9" C 17 19 21 22 911' E 19 21 23 24 8'3" D 19 20 21 23 85 10'-5' A 9'-r A 20 21 23 24 14-2' B 23 23 25 26 12'-9' B 22 22 23 24 6.5 3'3' A 5'-5" C 17 1s 20 22 8`4P E 20 21 22 24 T•10' E 19 20 21 22 7 9'A' A 9'•2" A 21 21 23 24 13••B' C 23 23 24 26 12'-3' B 23 23 23 24 7 31•5' A 5'-Y C 11 19 20 22 8'3' E 20 21 22 23 7W E 19 20 21 22 75 V.I. A 8'-t0" A 21 21 22 24 13'-2" C 24 24 24 26 111•9' B 23 23 23 24 7.5 3'-2" A 4%1T C 17 19 20 21 7'-11• E 20 21 22 23 rr E 19 19 2t 22 a al-W A 5•S' A 21 2t 22 23 ir-81 C 24 24 24 25 11'-5' 8 23 23 23 24 8 3'-0' A 4'-8" D 17 19 20 21 T-T E 20 20 22 23 T.O. E 20 20 21 22 0.5 814' A 8.2' B 21 2% 22 23 IT3• C 24 24 24 25 11'-01 B 23 23 23 24 8.5 710' A 4'-5" D 17 19 20 21 7'3' E 20 20 22 23 61•9• E 20 20 21 22 9 71-V A T-10' B 21 21 22 23 17=10" D 24 24 24 25 101.8' C 24 24 24 24 9 2'.8" A 4'3' D 17 19 20 22 r-0' E 20 20 21 23 6'b' E 20 20 20 22 9.5 T-2' A T-r B 21 21 22 23 116, D 25 25 25 25 10'•4' C 24 24 24 24 9.5 2'•6" A 4'•1" D 17 19 21 22 6-9' E 21 21 21 23 6.3" E 20 20 21 22 10 6'-9. A r•4' B 22 22 22 23 11-2• D 25 25 25 25 101•1' C 24 24 24 24 115 MPR EXPOSURE C or 130 MPH EXPOSURE B 11 6'-2" A 61•11• B 22 22 22 23 10.7' D 25 25 25 25 9'-7' D 24 24 24 24 30 3 8'-0' A 9'-1" 8 1T 23 25 26 13'-6' D 20 25 27 28 Ir-1' C 19 23 25 26 12 5'-8' A W-W B 22 22 22 23 IVA" D 25 25 25 25 g'-1" D 25 25 25 25 36 6-101 A 8'•3" B 18 23 24 25 12'-5' D 20 25 26 28 11%2" D 20 23 25 26 13 5-2' A 8'•2' B 22 22 22 23 9'-7' D 26 26 28 26 8'-W D 25 25 25 25 4 6'-0' A T•7' B 18 22 24 25 11'$ D 21 24 26 27 104' D 20 23 24 26 115 MPH EXPOSURE C orl30MPHEXPOSURE9 4.5 54' A 7'-0' 8 18 22 23 25 101•9' 0 21 24 25 27 91-V D 20 22 24 25 t0 3 2Z-8' A 14'•10' A 20 26 27 29 21'•1" A 23 28 29 31 18'-10' A 22 26 27 29 5 V-10' A 6'-6' B 18 22 23 24 10,1" E 21 24 25 26 9'-2` D 21 22 24 25 LIVE 3.5 19'•5' A 131-8" A 21 25 27 28 19'-7' a 24 27 29 3D 1T•6• A 123 25 27 28 5S 4'-4' A 6'-1" C 19 21 23 24 9'-7' E 22 23 25 26 8'-W D 21 22 23 25 4 tr-0' A 12'-8' A 21 25 26 28 18'-3• B 24 27 28 30 16'4' A 23 25 27' 28 6 4%0' A 5-9" C t9 21 23 24 9'-1' E 22 23 25 26 6'•3" D 21 22 23 25 4.5 15'-1• A ll%l' A 22 24 26 27 17'•3• B 25 26 28 29 15-5• B 24 25 26 28 6.5 7-8. A 5'-5' C 19 21 22 24 81•8' E 22 23 24 26 T l0' E 21 22 23 24 5 13'-7' A 11'•2" A 22 24 26 27 164' a 25 28 28 29 14-7" B 24 24 26 27 7 3'-5" A 51•2" C 19 21 22 23 6'-r E 22 23 24 25 7'6" E 22 22 23 24 55 124' A 10'-7' A 22 24 25 27 15'-0' B 25 26 27 29 13'-1W 8 24 24 26 27 7.5 3-2' A 4'-11" C 19 20 22 23 r-11' E 23 23 24 25 71•3" E 22 22 23 24 6 11'-4' A 10'-1" A 23 24 25 26 14-10" 8 26 26 27 29 13'-3' B 25 25 25 27 8 3%0" A V-8' D 19 20 22 23 T-r E 23 23 24 25 7A" E 22 22 23 24 6.5 101•5" A W-7• A 23 23 25 26 W-2' B 28 26 27 28 12'•9' B 25 25 25 27 6S 2'-10- A 4'-5" D t9 20 22 23 r-3' E 23 23 24 25 6'-9' E 22 22 22 24 7 9tv A 9'-2' A 23 23 25 26 13'-8' C 26 26 27 28 12'3• B 25 25 25 26 9 r-8. A 4'-3" D 19 21 22 24 T-0' E 23 23 23 26 6'-6" E 22 22 22 24 7.5 9'-1' A 8-10' A 23 23 24 26 13'-r C 27 27 27 26 11'-9• B 26 26 26 25 9.5 2't' A 4%1' D 20 21 22 24 W.S. E 23 23 23. 25 6'-r E 23 23 23 24 B 8'-6' A 8'-5" A 24 24 24 26 12'-8' C 27 27 27 28 111•5' 8 26 26 26 26 116 MPH EXPOSURES 8.5 61.0. A g-2• B 24 24 24 25 12'3' C 27 27 27 27 11'-0' B 26 26 26 26 40 3 6.I" A 7%7' B 15 20 22 23 11-7' D 17 22 24 25 10'�a' D 16 21 22 24 9 r-W A r-10• B 24 24 24 25 11-1D' D 27 27 27 27 to'3" C 26 26 26 26 3S 5'-2" A V-11' B SS 20 21 23 10'-7' D 17 22 23 24 9%7' D 17 21 22 23 9.5 7-2" A T-r B 24 24 24 25 11S' D 26 28 28 28 104' C 27 27 27 27 4 4%6' A V3• 8 15 2D 21 22 9'•9• E 17 21 23 24 81•1D" D 17 20 22 23 10 6'•9' A T-4- B 24 24 24 25 11-2' D 28 28 28 28 10'•1' C 27 27 27 27 4.5 4'•0" A 5-10• C 16 t9 21 22 9'•1' E 16 21 23 24 84' D 17 20 21 23 11 S'.2' A 8'-11' a 24 24 24 25 10'-7' D 26 28 28 26 9'-7• D 27 27 27 27 5 3•.7• A 5'-4" C 15 19 20 22 8'-7' E 16 21 22 24 7.1 D" E 17 20 21 22 12 5'-6' A 6-4- B 25 25 25 25 10-l' D 29 29 29 29 9'-l' D 26 28 28 25 5.5 T3' A T-O" C t6 18 20 21 8'•1' E 16 21 22 23 T•4" E 18 20 21 22 13 5'-2' A 6-2' 8 25 25 25 25 9-r D 29 29 29 29 W-8- D 28 28 28 28 6 T.O. A 4.8' D i6 10 20 21 Td" E 18 20 22 23 T-0' E 18 19 21 22 115 MPH EXPOSURE 8 6.6 T-9" A 4'•5' 0 l6. 18 20 21 r3' E 19 20 22 23 6'-0" E 16 19 21 22 20 3 11'-10• A 10'-4• A 16 22 23 24 15T B 16 24 25 28 13'-J' B 18 22 24 25 7 2'-T' A 4'•2" D 16 t8 20 21 V-11` E 19 20 21 23 6-4- E 18 1B 20 22 LIVE 3.5 10'-2' A T-r A 16 21 23 24 W-W B 19 23 25 26 12'-6' B 18 22 23 24 7.5 2'-5" A T-11' D t6 $8 20 21 6'•r E 19 20 21 22 6'-1" E 18 19 20 21 4 6'-11' A 6-8' A 17 21 22 24 13'-0' C 19 23 124 26 11-8• B 18 21 23 24 8 T3" A 3.9' D 16 t9 2D 21 6'-r E 19 20 21 22 5'-1 a" E 19 18 20 21 4.5 T-t1" A 8'-l" B 17 21 22 23 IT-2' C 20 22 24 25 10'-11" B 19 21 23 24 8.5 2'-1" A 3.7• D 16 19 20 21 6'-0' E 19 20 21 22 5'-0' E 19 19 20 21 5 T-1' A T•r B 17 20 22 23 111-6" 0 20 22 24 25 101-4' C 19 21 22 24 9 2'-0' A 3-5• D t6 19 2D 22 5-10" P 19 19 21 22 515' E 19 19 20 22 6.5 V-5' A T l" B 17 20 21 23 1g'•t0" 0 20 22 23 25 9'-10• C 19 21 22 23 115 MPH EXPOSURE C or 130 MPH EXPOSURE 6 6 5'-11' A V-6' 8 18 20 2% 22 10'•4' 0 20 22 23 24 9'-4• D 20 20 22 23 40 3 6'-1" A T-r B 16 22 24 25 t117' 11 /19 '4 26 21 6.5 5.5' A G•4" B 18 20 21 22 9'40' D 21 21 23 24 B'-11" D 20 20 22 23 3.5 5'•2" - A 6'•11• B 17 22 23 25 IQ%r D 9 25 27 7 5'-1' A 6-0' B 18 20 21 22 9'S' D 21 21 23 24 8'-7' D 20 20 21 23 4 4-6' A 6'3' B 17 21 23 24 9'-9' E 0 2 25 26 � .S`O . 7.5 4'-9' A 51•9' 8 18 19 21 22 9'-1" 0 21 21 23 24 8'3' D 20 20 21 23 4.5 4'-0' A 5'-10' C 17 21 23 24 9'-1' E 20 2 25 26 A�D' 8 4165" A 5-6' a 18 19 21 22 al-W D 21 21 22 24 r-11' D 21 21 21 22 5 3'•T A 5'-4" C 17 21 22 24 51•r E 20 24 26 ` .10 011. 815 4'-2' A 5-3" B 18 19 20 22 6'S• D 21 21 22 23 T-W D 21 21 21 22 5.5 3'•3" A 5'•0• C 17 21 22 23 8'-1' 20 24 25 •�� T VV (F1 9 3'-11' A 5'-0' B 18 19 20 22 6'"1' D 21 21 22 23 7%W D 21 21 21 22 6 31-V A 4'4' 0 15 20 22 23. T-7- 24 25 9.5 3'-9' A 4A 0' B 18 19 21 22 1'40• E 22 22 22 23 7'•2" D 21 21 21 22 6.5 2'•9' A 4'•5' D 16 20 22 23 r-3' 21 22 23 25 , 10 3'•6• A 4-r B 19 19- 21 22 r.7' E 22 22 22 23 6111- D 21 21 21 22 7 2'-T A 4'•2" D 18 20 21 23 6'-11- 23 25 �1 11 3'-2• A 4'-0' B 19 20 21 22 r•1' E 22 22 22 23 6'-7' D 21 21 21 22 7.5 2'-5• A 3'-11' D 18 20 22 23 6'•7' ` ��1L 23 24 12 2'-11• A 4%W B 19 20 21 23 6'-8" E 22 22 22 23 W-3- E 22 22 22 23 6 2'3' A 3'-r D 18 20 22 23 6' p�"� e' 23 24 - 13 2-8• A 3-9' C 19 20 22 23 6'4" E 22 22 22 23 V-1 t' E 22 22 22 23 B,5 2'-1' A 3'-7' D 18 20 22 23 p-©� r4y r 24 * �l •' 9 2'-0' A 3'B 0 18 11 zz 24 ?0 22 68139 CA1.�.. * 613012017 * OCT 02 2013 [CC ESR1398(2012 IBC)9/29/2013 Page 10 of 66 ST CIVIL rFOrr imm kre TUN 02 2015 L.ATi10E COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA! 0.042kY 48"BOX Beam(Detail L1) Doubla 0.D4nV x8" Detail L72 Double 0.D40"YaW.625"(Detail L12) 0.042"xT'xB*Box Beam Detail Li) Double 0.042 x3'k8"(Detail L12) Double 0.04(Yk21c6.62W(Detail L72) TABLE 4.1 AIteched single Freestanding or Attached single Freestanding or Attached Freestanding or TABLE 21 Attached single lFreestanding or Aneched single Freestanding or Attached Single Freestanding or Span structure Multispan Units spanstrueiure Multispan Units Structure Multispan Units spanstrurture IMultispan Units spanshaeture Multispan Units Span structure Multispan Units TH MAX AX ST ENGTH MAX I MAX TH GROUND SNOW VdTDTIi POT REOV P POST OST' MIN FOOTER 0 �AX 010'LI GTH 17 POST MIN FOOTER MAX LENGTH MAX POST MIN FOOTI7i tABAXI O1GLl GY GROUND SNOW LMDTH POST REf27 POST MIN FOOTERBI010'LI LENGTH POT MIN FOOTER 8' �7- MAX 010'L) 1Y POST MIN FOOTER 8 `010'L'GT LOAD (FT) SPACING FOR SPACINGPOST SIZE CONSTRAINED FOO SPACINiAxNG POST SIZE C FOOTE SPACING PO sizE CONSTRAINED FOO LOAD (FT) SPACING FOR SPACINGP SIZE CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINEDFOO SPACING POS 517E CONSTRAINED FOOTE (PSF) ON SLAB SLAB (FT) TYPE 'C' -d- 'd' "d' (FT) TYPE 'd' ' "d' (Fr) TYPE -d- -d' -d- 'd' (PSF) ON SLAB SLAB (�1 TYPE 'd' 'd' "d' 'd' (FT) TYPE -d'_ 'd' 'Cr 'd' (FT) TYP -d- 'd' 'hT -d- (FT) On) On) On) On). -0n). ) (in) M) On) On) On) (FT) On) On) On) On) On) On) (in) On) i1n) On) lin) ON 115 MPH EXPOSURE O or i3o MPH EXPOSURE B 115 MPH EXPOSURES 20 3 11'-1V A 10'-4' A is 24 25 27 15.2' B 21 as 27 29 IT-7" B 20 24 26 27 60 3 4-1' A 5'AO' C 13 Is 21 22 9'-2' E 16 21 23 24 B'-4" D 15 20 21 23 LIVE 3.5 1tl'-2' A 9'-V A 19 23 25 26 14'-0' B 21 25 27 28 17.6' B 20 24. 25 27 3.5 3'-0' A V-w C 14 19 20 22 84' E 16 21 22 23 T-7' E 15 20 21 22 4 8'-11" A 6,-r A 19 23 24 26 13'-0' C 22 25 26 28 11'-W B 21 23 25 26 4 310' A 4 V D 14 19 2D 21 7.r E 16 20 22 23 7'-i' E 16 19 21 22 4.5 T-it' A W-1' B i9 22 24 25 12'-2" C 22 24 26 27 IV-11' 0 21 23 25 26 4.5 2.4. A 1r4" D 1.4 1a 20 21 7.1-1" E 16 20 21 23 6%.r E 1B 19 20 22 5 T-1" A 7'-T B 19 22, 24 25 111-0' O 22 24 26 27 10.4' C 22 23 24 25 5 2=5" A 4'-W D 14 16 19 21 64" E 17 20 21 22 ''.6'-2' E 16 19 20 21 55 6'-V A 7.1" 0 20 22 23 25 IV-10" D 23 24 25 27 W-1g' C 22 23 24 25 5.5 2-2- A T-6' D 14 18 19 20 6'-2' £ 17 20 21 22 51•9" E 16 19 20 21. 6 51-11" A W.B. B 20 22 23 25 10=4- •D 23 24 25 27 91W D 22 22 24 25 6 7-0" A 3'-5" D t4 1s 19 20 5'-1 a" F 17 19 21 22 "" E 18 19 20 21 65 5'-5" A 614. B 20 21 23 24 9=101 D. 23 23 25 26 F-11' D 22 22 24 25 6.6 Ilia, A X-2' D 14 18 19 21 514. F 17 19 21 22 V-2" E 17 18 20 21 T T-l" A 614' B 20 21 23 24 9'3' D 23 23 25 26 a-7' D 23 23 23 25 7 1'-9 A 3-0' D 14 18 20 21 51-3' F 17 19 20 22 4-41- E 17 18 20 21 75 4'-9" A 5'-W B 20 21 23 24 9'-1" D 24 24 25 26 V-3- O 23 23 23 25 7.5 1'-7'. A 2'-10" D t4 IS 20 21 5'-0' F 17 19 20 21 4'-6- F 17 18 20 2' 8 4'-5" A 5',6' 0 2Q 21 22 24 w-r D 24 24 24 26 T-1Y D 23 23 23 24 8 1'-6" A Y-0" D 14 19 20 21 V-9' F 17 19 20 21 4'-6" F 17 19 20 21 8.5 4'-r A 5'-3' B 21 21 22 24 1r r" D 24 24 24 26 T-6' 0 23 23 23 24 8,5 115" A X-V 0 14 19 20 21 4'-0' F 17 19 20 21 44" F 17 19 20 21 9 3'-11, A 5'-01 0 21 21 22' 24 6'-1" D 24 24 24 25 T-5' 0 23 23 23 24 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 9.5 T-sr A 4'-10' a 21 21 22 24 7'-10, E 24 24 24 25 T-2' 0 24 24 24 24 60 3 4'-t" A 5-10' C 15 21 23 24 V-2" E 17 23 28 26 814" 0 17 22 23 25 1n TT A 4'-W B 21 21 23 24 T-T E 24 24 24 25 6'-11' D 24 24 24 24 3.5 31-6" A 5t.3' C 15 21 22 24 8'4' E 18 23 24 25 T-T E 17 21 23 24 11 3-2" A 414' B 21 21 23 24 7'-1"• E 25 25 25 25 6'-T D 24 24 24 24 4 3'-0" A 4'-9' D 15 20 22 23 71-8' E 1a 22 24 25 T-l" E 18 21 23 24 115MPHEXPOSURES 4.5 2'-8' A 4'4" D 18 2D 21 23 T.I. E Is 22 23 25 6'-T' E Is 21 22 24 25 3 9'-r A 10-1' B 16 22 23 24 14'•10" D 16 23 25 26 IT-3' B - 18 22 23 25 5 2'-5' A 4'60" D 16 20 21 23 6=7" E 19 22 23 24 6'-2' E 1s 21 22 23 3,5 ` 8'-2" A 9'-2" B 16 21 23 24. 131-r D 19 23 24 26 i7J' C is 22 23 24 5.5 2'-2" A 3'-V D 16 is 21 22 6'-r E 19 21 23 24 F-9" E 18 2D 22 23 4 T-2" A V-5• B 17 21 22 23 12'-w D 19 23 ' 24 25 11%5" D 15 21 23 24- 6 2'-0- A T-V D 16 19 21 22 5'610- F 19 21 23 24 51•6" E 19 2a 22 23 4.6 61-C A 7'-10' a 17 21 22 23 li%to' D 19 22 24 25 10'-0' D 19 21 22 24 6.5 I%IV A 3'-T 0 16 20 21 22 51-61 F 19 21 22 24 V-2" E 19 20 21 23 5 5'-V A T4' B 17 20 22 23 IV'2" D• 20 22 23 25 10'-1' D 19 21 .- 22 23 7 1b9" A 3'-0' D 15 20 21 23 5-3- F 19 21 22 24 4'-t1' E' 19 20 21 23 5.6 5'-2' A 6'-11' B 17 20 21 23 10'-7' O 20 22 23 24, 9'-r D 19 21 22 23 6 4'-9" A 6'•6" B 17 20 21 22 ILY-11 £ 20 22 23 24 V-1" D 20 20 22 23 OVER- TABLE 22 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 65 4'-V A V-2" C Is 20 21 22 9-T E 20 21 23 24 81-e' b 20 20 22 23 HMO PROJECTION OF SINGLE SPAN STUCTURES(FT) 7 V-1" A V-10' C 18 is 21 22 V_r E 21 22 23 24 8'4" D 20 20 21 23 (FT) 8' V 10, i1' IT S3 14' 15, is, 1T ' is, Is, 21. 21'' 27 7.5 V-110' A 5'-T C 18 19 21 22 0'-10, E 21 21 22 24 8'-0" E 20 20 21 22 0' 4' 45' S' 5s' 6'. ' 6,5' T 7.5 a' as 9' 9.V 10' IDS' t1' a 3-T A S'-C C 18 19 20 22 W'r E 21 21 22 23 T-81, E 20 20 21 22 1' 4.6 5' 5.5' 6' 6.5' T 7.5' 8' BS 9' as IV tOS' 11' its 0.6 3.4" A V-1' C t5 is 20 21 V-2' E 21 21 22 23 7-5" E 20 20 21 22 7 5' 5.5' w 6.5' T 7.5' V as V 9.5' 10, lo.5' It, 11.5' 17 9 3'.2" A 4'-IO' C 18 19 20 22 T'W E 2t 21 22 23 7'-2" E 21 21 2t 22 3 5.5' 6' 6.5' 7' 7S 8' 8.5' 9' 9.5' 10, 70.5' 11' 11.5' 1Y 12,5' 9.6 X-V A 4'-8' I D I 1S 19 21 22 T-T' E 2( 21 22 23 T'-0` E 21 21 2i 22 4- 6' 6.5' T TO- a' 6.5' 9' 9.5' 10, 10.5' 11' 11.5' 12' 12,5' 13' 1%5 MPH EXPOSURE C or 130 MPH EXPOSURE B - 5' 6.5' T' Ts 0, as 9' 9,6' 10, 105' 11' 11.5'' 12' 12.5' 13' 13.s. 25 3 a'-7" -A 10'-1' B 10 24 25 26 14'-10" D 20 26 27 29 1W-W B 20 24 25 27 3.5 a'-r A 9'-2" B to 23 25 26 13'-W 0 21 25 27 28 17.T C 20 24 25 26 TABLE 2.3 Post Requirements TABLE 2.4 Post Requirements for 4 T-r A V-5" B 19 23 24 26 12'-8• D 21 25 26 28 11-5' D 21 23 25 26 for Attached Single Span Structures Freestanding Structures or MDltispan Attached Structures 4.5 64" A T-10' B 1s 22 24 25 11-10' D 22 24 26 27 10'_8' D 21 23 24 26 Post Description Max POST Detail Post Description Maximum Max POST 5 51-9, A 714" B 19 22 24 25 11'2" D 22 24 2fi 27 10-l' D' 21 23 24 26 Hgt Coda Footing Height I Code Detail# 5.5 V-2" A 61-11" B 19 22 23 25 101.7" D 22 24. 25 27 9'-71 D 22 22 24 25 0,042"xW K8"Aluminum Post 10, B L1 0,041'kT c&'Steel Clover" d= 20" 9 B 111 6 V-9" A 6*V B 20 22 23 24 101-1' E 23 24 25 26 Q,V D 22 22 24 25 0.024"x3'k3"Post with Side fat IT B L24 0.041"AW'x "Steel Clover 21" V B 1.71 - 6.5 4'-5' A 6-2' C 20 21 23 24 a-T E 23 23 25 26 e'- D 22 22 23 25 Clover 0,030"xWKT'Alum 11' C- L11 3/1V`x3'k3"Steel S uare d=A 30" 12' C L21 7 4'-1' A 51101 C 20 21 23 24 9'-2" E 23 23 25 26 84- D 22 22 23 25 Clover D.049'x3"x3"Alum 11' D L11 3/16`kK 'WSleel5 uare d= 1132" 8' F L21 7.5 3'-10, A 51-T' C 20 21 22 24 8'-10• E 23 23 24 26 8'-W E 23 23 23 24 Colonial 0.062"Extruded 12' E AE 3)1&K31x3"Steel Square d= 5" 15' F L21 a V-7' A 5'4" C 20 21 22 24 81$ E 24 24 24 26 7'-9" E 23 23 23 24 D.041"xT&'Steel Clover 11' F L X3"x3"11 3116" Steel$ uare d= 7" 12' E Ui 85 74 A 5'-t" 0 20 21 22 23 8'-r E 24 24 24 25 7-5" E 23 23 23 24 0.041"x310 Steel Clover 8' G L11 3/16'k4'k4"Stee1Square d= hill I IV. G L21 9 3-r A 4'-1 a" c 20 21 22 24 7'40" E 24 24 24 25 T-2" E 23 23 23 24 3/16"x3"xW Steel Square 16 H L21 311&KSIA5"Steel Wquaro I d= 6" I IS I L21- 9.5 3'-W A 4-87 0 20 21 22 24 T--r E - 24 24 24 25 71-0' E 23 23 23 24 3116"x3"x3"Steal Square 12' I 1 121 10 7-10, A D 21 21• 23 24 T4" E 24 24 21 25 6'-V E 24 24 24 24 311V'x#'X4"Steal Square 15 J L21 1 1;E5S10. GENERAL INSTRUCTIONS FOR THESE TABLES 3116'k5"x5"Steel Square 16' K L21 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SiNGLE SPAN ATTACHED UNIT USE THE POST SHOWN-iN `�yJt A� NG+ Q.Q PU 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNiT TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Produc ! C 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 28921 US Hwy 74 QQ�GP� Ur �(C,A 5 V Y• 2�t. (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS S.FIND THE OIC SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland,.CA 92685 USE 2OPSF MIN) 10,USE THE APPROPRIATE DETAILS(1-1-1.29), DETAILS MAY REQUIRE POST TO UPGRADED. A.CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS 11.ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES Li AND L2 ON SHEET MiscS Carl Putnam,P.E. C 139 ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 IvyllnkPlace l S.DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR SLAB 7.DETERMINE;MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 Lynchburg,VA 24503 1 * EW 2017 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnamocomcast.ne{ 11 I 6.CHOOSE A HEADER FROM TABLE 21 THAT HAS ADEQUATE SLAB 9.FOLLOW 9-11 FROM ABOVE POST SPACING. SLAB 1D.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Mise3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 1 is� IV L 100 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1 '9T�o CA RFD r OCT 02 2013 ICC ESR1398(2012 iBC)9/29/2013 Page 11 of 66 � JN 02 20I5 LATTICE COVER 2A POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA: 16 Go VW'Steel C Beam(Detail L18) 12 Go TW'Steel C Beam(Detail L18) Double 12 Go V Ag'Steel C(Detail 11.8) 16 Go 3"xe"Steel C Beam(Detail 1-18) 12 Ga 3"W Steel C Beam(Delei)L18) Double 12 Ga 3"W Steel C(Detail 1.8) TABLE 2.5 A9arhedsingte Freestanding or ABafiedsingle Freestanding or Attached Freestanding or TABLE 2 6 Attachedsingie Freestanding or ABarfledSingie Freestanding or ABochedSingle Freestanding or Span Structure Multispan Units Span Structure Multispan Units Structure Multispan Units span structure Mullispon Units span structure Multispan Units span structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAXPOSTLENGTH MAX MAXPOWL9 GTH GROUND 7RIB MAX POST MAX MAXPOSTLENGTH MAX M14XPOSTLENGTH MAX MAX POST LENGTH SNOW MOTH POST REOTD POST MIN FOOTER 8' I 12' I IV POST MIN FOOTER 8' I 12- I 15 POST MIN FOOTER 8' I 12' I IV SNOW WIDTH POST REO POST MIN FOOTER F I f7 I IV POST MIN FOOTER 8' I 1T I 15' POST MIN FOOTER e' I fY I 15- LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTEF SPACIN POST SIZE CONSTRAINED FOOTEF SPACING PCs SIZE CONS7RAINEoFOoTE LOAD (FT) SPACING FOR SPACIN PO SIZE CONSTRAINEDFOo7 SPACING P09T SIZE CONSYRPJNEDFOOTE SPACING PO S1zE CONSTRAINED FOOTEF (PSF) ON SLAB $LAS (FT) TYPE 'd" •d' -d- •d- (FT) TYPE •d- •d- "d' -d- (FT) TYP -d- •d" -d- -d- PS ON SLAB SLAB ( Fl (FT) TYPE 'd' Cr• •d' 'd" (FT) TYPE •d' 'd' 'd' 'd' (FT) 7Y "d 'd" 'd' d' (FT) on) 0n) M) Pn) On) M) On) On) On) an) On) On) (F) tin) M) MI On) On) (in) (in) M) On) On) On) On) 1 t5 MPH EXPOSURE B 115 MPH EXPOSURE B to 5 13'-7• A 20'-1' C 24 25' 28 30'-1" E 27 27 31 35'-8" E 29 29 32 3D 5 4-f0' A 10'-0' E 19 22 25 28 19'-4' F 24 25 28 29 26'a• F 26 27 30 31 LIVE 5.5 12'4' A 18'-11" C 24 25 28 29'-2" E 28 28 an 34-1W E 30 30 32 5.5 V-4' A 9'•9" E 19 2t 24 26 1W-2' F 24 25 27 29 2V-5" G 27 27 29 31 6 t1'4' A ITAV D 24 24 27 28'-4' E 25 28 30 34'-7' F 30 30 31 6 V-0" A W-11" E 19 21 24 25 17'1-V F 24 24 27 29 24W G 27 27 29 31 6.5 10'-7 A W-11' D 25 25 27 27'-7' E 29 29 30 33'-5' F 31 31 31 6.5 3•-B' A B'-3' E 19 21 23 25 16'-5' F 24 24 27' 29 24-0' G 28 2B 29 31 7 91-8" A 16.1' D 25 25 27 26-6" E 29 29 30 32'-9' F 31 31 31 7 3'•5' A 74' E 19 20 23 25 75'-a' F 25 25 27 28 23' ' G 28 28 29 31 7.5 9'-1" A 15'•�' D 25 25 26 25-5' E 30 3D 30 32'-2• F 32 32 32 7.5 T-2' A T-2" E 19 20 23 24 W-11" F 25 25 26 28 2T-11' G 29 29 29 31 8 8'-0" A W-8• D 25 25 26 24'-6' F 30 30 30 31'-7' F 32 32 32 8 T.O. A 6'-9' £ 18 20 23 24 t4'4' F 25 25 26 28 22-5' G ;29 29 29• 30 0.5 8'-0• A W-V D 25 25 26 23-8" F 30 30 30 31'•1' F 33 33 33 a's 2'-IW A 61-4' E 19 20 22 24 WD" F 25 25 26 28 2Y-0" G 29 29 29 30 9 71-W A 13'3' 0 25 25 26 2Y-IV F 30 30 30 W-7' F 33 33 33 9 Y-8• A 8'-0' E 18 19 22 24 t3'-3' F 25 25 26 27 21'-7- G 30 30 300 30 9S 7'-2" A 13'-0' D 26 26 26 22.2' F 31 31 31 30'-2' F 34 34 34 9.5 7-6' A 5'-B" E 19 19 22 24 17.9' F 25 25 25 27 21-2' G 30 30 30 3D t0 61•9" A 12'-6' D 26 25 26 21-6• F 31 31 31 29'-8' F 34 34 34 10 I.S. A 5'-5" E 19 t9 22 2A 1Y4' F. 26 26 26 27 20'-10' G 30 30 30 31 1015 V-Y A 12'-1' D 26 26 26 20-10" F 31 31 31 29'4• F 35 35 35 10.5 r-W A S'-2' E 19 20 22 24 tt'-11' F 26 26 26 27 20'-W G 31 31 37 3f 11 6.2" A 11'-7' D 26 26 26 20'3' F 31 31 31 28-11' F 35 35 35 11 . 72" A 4-11' E 19 20 22 26_ 11-T F 26 26 26 27 20'-2" G 31 31 31 311 11.5 5'-11" A 11'-1' D 26 26 26 19'-9' F 31 31 31 28'L' F 35 35 35 11.5 X-1' A V-S' E 19 20 22 24 17'.'i' F 26 26 26 28 1SMV G 31 31 31 31 12 5'-8' A 10'-7' 0 26 26 26 19'J' F 31 31 31 28'-2• F 36 36 36 115 MPH EXPOSURE C or 13D MPH EXPOSURE S 13 5.2' A 9'-10• D 26 26 26 18'i' F 32 32 32 27'-7' F 36 36 36 30 6 4'-10' A f0-6" E 22 24 27 29 19-4' F 28 27 30 32 26'-3' F 29 29 32 34 11 4'-10' A 9'-7' D 26 26 26 1T-6• F 32 32 32 26'-1 t" F 37• 37 37 5.5 4'4" A 9'-9' E 22 23 26 29 18'-2' F 27 27 30 32 25'•5- G 30 30 32 34 15 4E" A 8'-0' D 2b 26 26 16-9- F 32 32 32 26'3' G 38. 38 38 6 4'-0" A 8'-11' E 22 23 26 28 17W F 27 27 29 31 24'-8' G 31 31 32 34 115 MPH EXPOSURE C or 130 MPH EXPOSURE B - - 6.5 3-W A B'3' E 22 23 25 27 16S' F 27 27 29 31 24'-0' G 31 37 32 34 10 5 _ 13'•7' A 2g-11 C 27 27 30 30'-1' E 31 31 33 3"" E� 32 32 35 7 3'S' A 7-e" E 22 22 25 27 15$ F 28 28 29 31 23'-5' G 32 32 32 34 LIVE S.5 12'4' A 18-11" C 27 27 3D 29'-2- E 31 31 33 34.10• E 33 33 34 7.5 3%2" A T-Y E 22 22 25 27 14'•11' F 28 28 29 31 22'-11' G 32 32 32 33 6 11'-4'- A fT-10" D 27 27 30 28'4• E 32 32 33 �34'•1- .F 34 34 34 8 31-0' A 6'-9' .E 22 22 25 28 14'-4' F � 28 28 28 30 22'-5" G 33 33 33 33 6.5 101•51 A 18'-11' D 28 25 29 2TT E 33 33 33 33'-5' F 35 35 35 8.5 2'-1W A " E 22 22 24. 26 13'-V F 28 28 28 30 22'A' 0 33 33 33 33 7 W.W. A 16'-1' D 28 28 29 26'-6' E 33 33 33 32'-9' F 35 35 35 9 2'-8' A W-T E 22 22 24 26 13'3' F 28 28 28 3D 21'•T G 33 33 33 33 7S 9'-4' A IVW D 28 28 29 25'-5' E 33 33 33 32'•2' F 36 36 36 93 2'-6" A W-W E 22 22 24 26 12'•9' F 29 29 29 30 21'-2- G 34 34 34 34 5 6-W A W-8' D 28 28 28 243' F 34 34 34 31'-7• F 36 36 36 70 YS" A 5'-S" E 22 22 24 26 124' F 29 29 29 29 20'-1V G 34 34 34 34 6.5 8'-0" A W-V D 28 28 28 231•8' F 34 34 34 31'-11 F 37 37 37 10.5 2'3' A 5-Y E 22 22 24 26 11'-11" F 29 29 29 29 20'-6• G 35 35 35 35 9 T-W A 13'•6' 0 29 29 29 22'-t0• F 34 34 34 30'-7' F 38 38 38 11 2'-2' A 4'•11' E 22 22 24 26 11'•7' F 29 29 29 29 20'•2" G 35 35 35 35 9.5 T•2" A 13'-0' D 29 29 29 22-2' F 34 34 34 301•2' F 38 38 38 11.5 7.1" A 4-8• E 22 22 25 2B 11'3• F 29 29 29 29 19'-7G G 35 35 35 35 10 6'S• A 12'-0' D 29 29 29 21'E' F 35 35 35 29'-B' F 39 39 39 120 MPH EXPOSURE B 10.5 6-5" A 12'-t' D 29 29 29 20-10' F 36 35 35 29'4" F 39 39 39 3D 5 V-10' 'A 1W-8' E 20 22 25 27 19'-4" F 24 25 28 30 26'3" F 27 27 30 32 11 6'-2- A 11%7' D 29 29 29 20'-3" F 36 35 35 28'-11" F 39 39 39 515 4'4• A W.S" E W 22 25 26 18'-2• F 25 25 28 30 2V-5' G 27 27 30 32 11.6 5'-11' A W 1' D 29 29 29 19'.9 F 35 36 35 28'$' F 40 40 40 6 4'4r A 8'-11" E 20 22 24 26 1T•3' F 25 25 28 29 24'-0' G 28 28 30 32 12 5-6" A 10-7' D 29 29 29 19'-3' F 35 35 35 28'-2' F 40 40 40 6.5 3'-W A 5-3" E 20 21 24 26 16'-5' F 25 25 27 29 24'-0' G 28 28 30 32 13 V-2" A 9'•f0' D 29 29 29 t8'-V F 36 36 36 2T-7' F 41 41 41 7 SS' A T8" E 20 21 24 25 15'-B' F 25 25 27 29 231•5' G 29 29 30 31 14 4'-10' A 9-1" D 29 29 29 1T-8' F 36 3s 36 26'-11' F 42 42 42 7.6 Y-2' A 7-2" E 20 21 23 25 14'-11• F 26 26 27 2 22'-11' G 29 29 29 31 15 4'-0" A 8'4i D 29 29 29 16'-9' F 36 36 36 26'-3" G 42 42 42 8 W.O. A 6-9' E 20 20 23 25 74'-4' F 26 26 A26 28 2r-5' 0 30 30 30 31 116 MPH EXPOSURES 0.5 2A V A 6'4' E 20 20 23 24 13'-9' F 26 2625 211" G 30 30 30 31 20 5 7'-1' A 1Y•11• D 21 23 25 27 22'-1• F 25 26 29 30 3011' F 27 27 31 32 9 2'-8• A 6'-0' E 20 20 23 24 131-W F 26 26 2 21'7' G 31 31 31 31 LIVE 5.5 6.5" A 12'•1' D 21 22 25 27 20'-10' F 25 25 28 30 29-2' F 26 28 30 32 9.5 Y-W A 5-6" E 20 20 22 24 121-9' F 26 26 26 2 21'-2' G 31 31 31 31 8 5'-11' A 11'-1" D 21 22 25 26 19'-9' F 25 25 28 30 284' F 25 28 30 32 10 7-5' A SS- E 20 20 22 24 12'W F 25 25 2g 2 20'-10' G 31 31 31 31 6.5 5'-5' A 10'-3' D 21 22 24 26 18'-10" F 25 25 20 29 2T-7' F 29 29 30 32 20.5 7.3' A V-2' E 20 20 23 24 W-11' F 26 26 2 2W-V G 32 32 32 32 7 5-1" A 9'-T D 21 21 24 26 16'-0' F 26 26 27 29 26AI' F 29 29 30 32 11 7.2- A 4LII- E 20 20 23 25 W-7' F 27 7 27 20'•2' G 32 32 32 32 7S 4'-9" A 8'-11• D 21 21 24 25 17'-3" F 26 26 27 29 26.3• F 30 30 30 32 12O MPH EXPOSURE C or 14D MPH EXPOSURE S 1. 8 4'-5" A 8'-4' D 21 21 23 25 16'-8- F 26 26 27 29 25'•9" G 30 3D 30 31 30 5 4-10' A 1"' E 22 24 27 29 IrW F 7 28 31 3 8.5 4'-2" A T-11' D 2t 21 23 25 15-11' F 26 26 27 28 '25'3• G 31 31 31 31 5.5 4.4" A 9'-9" E 22 24 27 29 10'-2' F 28 3D 2 ��S•Sr0 9 7-11" A T-5' D 21 21 ' 23 25 154' F 27 27 27 28 24'-9' 0 31 31 31 .31 6 4'-W A 8'-11' E 22 23 26 28 1 T3' F 2 28 30 2 '.•Q�� 9.5 3'-9" A 714" D 21 21 23 24 14-1 d' F 27 27 27 28 24-4' G 31 31 31 31 6.5 W.B. A 8'-3" E 22 23 26 28 16-V F 2 28 30 2 •C. o PU 70 3'-0• A 6-9" D 21 21 23 24' 14'4' F 27 27 27 26 23'-11" G 72 32 32 32 7 3'-5" A T-B' E 22 27 26 28� i6'-0' F 26 28 30 1 10.5 3-V A 615' D 21 21 22 24 1T•10' F 27 27 27 28 23'•6' G 32 32 32 32' 7.5 T-2" A T•2' E 22 22 25 27 W-11' F 29 29 29 31 U 11 3'-2' A 6.4. D 21 21 22 24 13'-5' F 27 27 27 27 23'-2" G 33 33 33 33 8 3'-0" A 6.9" R 22 22 25 27 14'4' F g "2- 11.5 3'-1' A V-10' D 21 21 22 24 13'-l' F 27 27 27 27 27.8' G 33 33 33 33 8.5 Y-10' A 64" E 22 22 25 27 73'A' F 9 29 29 31 �i_ S• 12 2'-11" A 5'-T D 21 21 23 24 12'-8' F 27 27 27 27 =-31 G 33 33 33 33 9 2'-8' A 6'-0' E 22 22 25 28 13U" F 9 30 13 T-8" A 5'-2" D 21 21 23 25 12'-0' F 2B 28 28 28 21'-5" G 34 .34 34 34 9.6 2'-6' A V-8" E 22 22 24 28 1 -9' F 30 I. Y-0' A 4'-10' D 27 21 23 25 11'-S" F 26 28 28 28 20'•a" G 34 34 34 34 10 2'-5' A 5'•5" E 22 22 24 26 Y� F pr' ,I 15 74- A 4'-0" 0 21 21 24 25 1041' F 28 28 28 25 2D'-0' G 34 34 34 34 10S 2'-3' A 5'•27 E 22 22 25 27 1'-11• 6DU 11 2'-2' A 4'•11" E 22 22 25 27 1'-7' Q' 30 C 8139 CA1��F Ex . 0/2017 �OCT 02 2013 ICC E8111398(2012 IBC)9/29/2013 Page 12 of 66 CIVII- a�P TF01rr"Af JUN 02 2015 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA' 16 Ga V`XB"Steel C Beam(Detail Lib) 12 Ga Wx&'Steel C Beam(Detail L18) Double 12 Go 3'k8"Steel C(Detail L8) 16 Go V'KB"Steel C Beam Detail L18 12 Go Wx6"Steel C Beam(Detail L18) Double 12 Ga.3'X8"Steel C(Detail L8) TABLE 26 Attached Single Freestanding or Attached Single Freestanding or Attached Freestanding or TABLE 2.5 Attached single Freestanding or Attached Single Freestanding or Attached single Freestanding or span structure Multispan Units span mchOe MulBs an Units Structure Multispan Units span Shuchne Muittspan Units span snucture Multspan Units span Shucture Muitispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAXPOSTLENGTHffS.E MAX POST LENGTH GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH . MAX MAXPOSTLENGTH SNOW VAOTH POST REOID POST MIN FOOTER V I IT I 15' POST NON FootER 8' I IX i IV TER 'S I 12' I 15' SNOW WIDTH POST REO POST MIN FOOTER 8' ' 1Y I f5' POST MIN FooTFR 8' 17 I 15' POST MIN FOOTER 8' 72' I 15' LOAD OFT) SPACING FOR SPACIN POSTSIZE CONSTRAINEDFOO SPACIN PO SIZE CONSTRAINED FOOTS- CONSTRAINED FODYE LOAD (FT) SPACING FOR SPACW POS SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOT'E SPACING PO SIZE CONSTRAINED FOOTE(PSf7 ON SLAB SLAB {FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd' 'd' 'd" 'd' d' 'd" 'd' 'd" tPSF) ON SLAB SLAB (F) TYPE 'd. •tl" 'd' "d' (FT) T'PE 'd 'd' 'd" 'd' (F'f) 1YP 'd' •d" 'd' 'd' (F q 0n) 0n) On) (N 0n) Tu) On) n) (n) 0n) pn) (F7) 9n) pnl M1 on) M) On) 0n) . .On)_ M) OM an) On) I IS MPH EXPOSURE C or 130 MPH EXPOSURE B 115 MPH EXPOSURE B 20 5 T-1" A IT-11" D 23 25 28 3D 22'-1' F 28 28 31 33 30'-l' F 31 31 33 35 40 5 3-7- A V-2' E 18 21 23 25 16=3' F 22 24 27 28 23-10" G 25 25 29 31, LIVE 5.5 6'-S" A 12-1' D 23 24 27 29 2V-10' F 28 28 31 33 29'-2' .F 31 31 33 35_ 5.5 Y-3' A T-5" - E t8 20 23 25 IF-W F 22 24 26 28 23'-1' G 26 26 29 31 6 V-11' A 11,1' D 23 24 27 29 - 19'-T F 28 28 30 32 2814' -F 32 32 33 35 6 T-W A 6'-F E 18 20 23 24 14%V F 23 23 26 28 22'-5• G 25 25 29 30 6.5 V-5' A 10V" 0 23 24 27 26 18'•10' F 29 29 30, 32 2T•r F 33 33 33 35 615 X.S. A 6'-r E t8 20 22 24 13'-a' F 23 23 26 27 21-10' G 27 27 28 30 7 V-1' A V-7' D 23 23 26 25 18'-0' F 29 29 30 32 26'-11" F 33 33 33 35 7 Y-7' A SAII- E ,16 19. 22 24 13=0" F 23 23 26 27 211•3" G 27 27 28 30 7.5 V.S. A 8'-11, D 23 23 26 26 171-3' F 29 29 29 31 26'-3' F 34 34 34 34 7.5 2t.V A 5'-5" E. 16 19 22 23 12'-5' F 23 23 25 27 26'-IW G 28 28 26 30 8 4'-57 A Bu" D 23 23 26 27 161-6" F 29 28 29 31 25'-9' G 34 34 34 34 8 7-3- A 5'-f" E t8 19 21 23 11'-11" F 23 23 25 27 2V-4' G 28 28 25 30 6.5 4-2' A r•11' D 23 23 25 27 IV'Il` F 30 3D 30 31 25'-3" G 35 35 35 35 8.5 r-l" A 4'•10' E Is 19 21 23 1111,4' F 24. 24 25 27 19'-11" G 28 28 28 3D 9 T-11' A T'•5" D 23 23 25 27 15u' F 30 •30 30 31 24'-9" G 35 35 35 35 9 2-W A 4'-6" E 18 19 22 23 1T-0' F 24 24' 25 2fi 19'-T M 20 29 29 30 915 3'-9" A r-l" D .23 '23 25 27 14'•10' F 30 30 30 3D 2V4' G 35 35 35 35 8.5 11•11' A 4'4P E 18 19 22 23 l0'-T F 24 24 24 26 IV-3' H 29 29 29 29 10 W-W A 6'•9' D 23 23 25 26 14'4' F 30 30 30 30 23-11" G 36 36 3a 36 10 1-9' A 4%1' E 15 19 22 24 10'-Y F 24 24 24 26 18'-11' H 29 28 24 29 10.5 34' A 6'-5' D 23 23 24 26 13'-I0' F 30 30 30 an 2V-6' G 36 36 35 35 10.5 118' A 3-11' E 18 20 22 24 9'-10' F 24 24 24 26 18-7' H 30 3D 30 30 11 3'-Y A 6'-1" D 23 23 24 26 13'-5' F 31 31 31 31 2Y•2" G 37 37 37 37 115 MPH EXPOSURE C or 130 MPH EXPOSURE 8 11.5 TV A Y-10, D- 24 24 25 26 W-11 F 31 31 31 31 22'-8' G 37 37 37 37 40 5 3'•r A V'2" E 20 23 25 27 181-W F 25 26 29 31 23-10' G 28 28 32 34 12 2'-11" A 5'-7" 0 24 24 25 27 12'-a' F 31 31 31 31 2V-3' G 37 37 37 37 5.5 T4. A 7'•S- E 20 22 25 27 15'J' F 25 26 29 31 23'61' G 29 29 31 33 13 1 2'-8" I A I 5-Y D 24 24 25 27 1T-0' F .31 3t 1 31 1 31 1 21'-5' 'G 1 38 38 1 38 1 38 1 8 3'-0' A 6'•9' E 20 22 25 26 141S' F 26 26 28 30 22'-5- G 30 30 31 33 115 MPH EXPOSURE B 6.5 2-9" A 6'-3' E 20 21 24 26 131-8' F' 26 26 28 30 2l'-10' G 30 30 31, 33 25 5 9-9" A IX-6' E 20 23 25 27 21'-6' F 24 25 28 30 2r-0D' F 27 27 30 32 7 2-7' A 9-10" E 20 21 24 26 13'-0" _F 26 26 28 30 21'-7 G 31 at 31 33 55 V-2' _ A 11'7' E 21 22 25 27 2V-3' F 2S 25 28 30 27"-0* F 27 27 30 32 7.5 2'-5" A 5'-5' E 20 21 24. 25 12'-5" F 26 26 28 29 20'-10' G 31 31 31 33 6 4'-8' A IW--T E 21 22 25 2fi 19'-3' F 25 25 28 29 26'-3' F 28 28 30 31 8 2=Y A 5'-1' E 20 21 23 25 'W-11' F, 26 26 27 29 20'4" G 32 32 32 33 6.5 4-5' A 9'-10, E 21 21 24 26 1814' F 25 25 21 29 2V.6' G 28 28 29 31 8.5 2'-1'' A 4'-10' E 2g 20 23 25 ll'•5 F 27 27 27 29 Will G 32 32 32 32 7 W.I. A V-1' E 21 21 24 25 1r-6' F 25 25 27 20 2V-I1" G 20 29 29 31 9 2'-0' A 4'.6 E 20 21 24 ZS 11'A" F 27 27 27 29 19'-T H 32 32 32 32 7.6 T-10" A V r E 21 21 23 26 IF-9' F 26 26 27 29' 244' G 29 29 29 31 8 3'•T A 8'-0" E 2t 21 23 25 16'-1' F 26 26 27 28 23-10' G 30 30 30 31 OVER- TABLE 22 TRIBUTARY WIDTHS FOR SING LE SPAN ATTACHED STRUCTURES 8.5 314" A T-6" E 21 21 23 25 1F.5' F 26 26 26 28 234' G 30 30 30 31 HANG PROJECTION OF SINGLE SPAN STUCTU RES(FT) 9 .3-Y A 7'-1" E 21 21 23 24 141-10' F 26 26 26 28 .22-11" G 30 30 30 31 (FT) a' 'V 1C 11' 1Y 13, 14' 15' 16'' 1r IV 19, 20' 21' 22' 9.5 3'-W A V_r E 21 21 23 24 14'-4' F 26 26 26 28 2rw G 31 31 31 31 0' 4' 4.5' S' 5.5' 6' &V 7' 7,5' 6' 6,5' 9' . 9.5' 10' tOS' it, 10 21-10' A 6'-5' E 21 21 22 24 13'-11" F 27 27 27 28 =-1' G 31 31 31 31' 1' 4.5' S' 6.5' 6' 6.5, T 7.6- V 85 9" 9.V 10, 10.5' Ill 11.5' 10.5 2-8' A b'-f' E 21 21 22 24 13'•5' F 27 27 27 27 21'•9' G 31 31 31 M Y 5' 6.5' 6' 615, T 7S' 8' 8.6' V 9.5' 10' 10.5' 11' 11.5' 12' 11 2'-7' A T-101 E 21 21 22 24 13'•0' F' 27 27 27 27 21'-5' G 32 32 32 32 T 5.6' 6' 6.5' r 7S' 8' B.S. 9' 9S' IV 1D,V 11' 11.5' 12' 12.5" 11.5 Y-6" A V-r E 21 21 22 24 1" F 27 27 27 27 21-1' G 32 32 32 32 4' 6' 6S' 7' 7.5' 6' 8.5' V 9.5' 10' 10,5' 11' 11.5' IT 12S' 13' 115MPHEKPOSUREC orl3DMPHEXPOSUREB 5' BS' T 7.5. r 85' 9' 9.5' 10, 10.5' 1t' 1IS' 12' 125' 13' 13.5' 25 5 V.9' A 1Y$' E 23 25 28 29 2t'-6' F 27 28 31 33 •27,40' F 30 30 33 35 55 V-Y a - A 1V-7" E 23 24 27 29 20' ' F za 28 31 32 27-0' F 31 31 33 35 TABLE 2.3 Post Requirements TABLE 14. Post Requirement or 6 4tr A .10'-7' E 23 24 27 29 1F-3' F 26 28 30 32 2W-3" F 31 31 32 34 for Attached Single S'an Structures Freestanding Structures or Mul•pan A -hod Structures 6.6 4'-5• A 9-10' E 23 23 26 28 tau• F 28 28 30 32 25'-6', G 32 32 32 34 Post.Description Max POST Detail Post Description / Maximu Max 7 4'-1' A 9'-1' E 23 23 26 2a Ir.6' F 29 29 30 31 24'-11" G 32 32 32 34 Hgt Tiede Footing HelgW Code DBt I4 7-5 T-10' A 8'-0' E 23 23 26 27 16'-9'- F 29 29 29 31 244' G 33 33 33 34 0.042"x3"x8"Aluminum Post IV B L1 0.041'xKTk3"Steel Clover d= 20" oV B L11 8 T-7' A W.O. E 23 23 25 27 IV-1' F 29 29 29 31' 23'-1V G 33 33 33 34 0,024'X3'X3"Post with Side )al 11' S L24 0.041"ffx3"Steel Clover d= 2" T B L1 0.5 3u' A r-6" E 23 23 25 27 I5'•5' F 2D 29 29 31 234' G 34 34 34 34 Clover 0.03Y'K&x3'Alum 11' C L71 $1l6"x3"x3'Steel ftare 'd= . 12' C 1 9 3-2' A r-1" E 23 23 25 27 14-10" F ao 30 311 3D 22-1 I- G 34 34 34 34 Clover0.04Dk3'k3'Alum 11' D L11 3H6"x3'X3"Steel s re d= 8' F 1 9.5 W.O. A V V E 23 23 25 26 14u' F 30 30 30 - 30 _2r-w G 35 35 35 35 Colonial 0.062"Extruded 12' E AE 3116"X3'X3"Steel$Qu4r6 d 3 " 15, F 1 10 2-10" A 6-5' E 23 23 24 26 W-11' F 30 30 39 30 2V-1' G 35 35 35 35 0.041"x3'X3"Steel Clover 11' F L11 3116"x31X3"Steel SQUEVO - 3 12 E JL21 - 10.5 4'-6" A W.I. E 23 23 24 26 13%5' F 30 30 30 30 211-9' G 35 35 35 35 0.041"xT'x3"Steel Clever 8' G Lit 3116"x4'X4"Steel SQU = 4" 15' 1 G l21 11 Y-r A 5-10' E 23 23 24 26 13-0" F 30 30 3D 30 21%5' G 36 36 36 36 3116'1A3"x3"Steel Square 15' H L21 3116"x5"x5"Steel ftlaro d= 4 15' 1 VL21 115 2'-8" A 5'7" E 23 23 25 26 12'-8" F 30 30 30 30 W-i' G 36 36 36 36 3116501A3"Steel Square 12' 1 E21 12 2u" l A Su' E 23 23 25 27 124' F 31 37 31 31 ZD'-10" G 36 36 36 36 3119X4'10"Steel Square is J. L21 ,• �1,+ESSf� GENERAL INSTRUCTIONS FOR THESE TABLES 13116 KSIAI 'Steel Square 15' K L21 S�� L N, 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN !� /N 0''. •PU 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Hume Prod c (y7� 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 28921 US Hwy Q j G Z� (PATIO UNITS USE 10PSF MIN,COMMERCIAL UNITS 9.FIND THE O1C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland,CA 92685 C 3 [Tt USE 20PSF MINI 10,USE THE APPROPRIATE DETAILS(1-1-1.29). DETAILS MAY REQUIRE POST TO UPGRADED. 8 3 8 4.CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS i1.ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L7 AND L2 ON SHEET MISC6 Carl Putnam,P.E. ADEQUATE CLFARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEA 3441 Ivylink Place * KR 6130120ff * 1 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 22 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB,FROM TABLE 2,5 Lynchburg,VA 24SO3 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB B.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING earioutnameIDcomeast.net 6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE SLAB 9.FOLLOW 941 FROM ABOVE C1V1L POSTSPACING: SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES S��r 7.USE THE APPROPRIATE FOOTER SME SHOWN IN TABLE 2.5 CAti-�� OCT 02 2013 1CC ESR1398(20121BC)9/29/2013 Page 13 of 66 JUN 02 2015 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA1 0.042"x3'k8"Box Beam(Detail L7) Double 0.042xYx8"(Oetail L12) Double 0.040"x2"M625'((Detail L12) F042"x3'58"Box Beam(Detail L1) Double 0.D4Z*x3'k8"(Detail L12)- Double 0.D40"x2"x6.6251(Detail 1-12) TABLE 3.1 Attached single Freestanding or Attached single Freestanding or Attached Single Freestanding or TABLE 3.1 Attached Single Freestanding or Attached Singla Freestanding or Attached Single Freestanding or Spanstrucwre MultispanUnits spanSwcwre Mullis an Units spanstrueWre Multispan Units Spanstructure Multispan Units span Structure MultispanUnits spanstmewre Muftis an Units GROUND TRIO I MAX I POST MAX MAX POST LENGTH MAx MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIO MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAXPOsTLENGTH SNOW WIDTH POST REGL POST MIN FooTER V I m' I 12' POST MIN FOOTER 6' I 10- I 1P' POST MIN FooTF1T a' I 10' I IX SNOW WIDTH POST REDD POST MIN ooTE 8' I 10' I 12' POST MIN ooT 8' 10' Ir POST MIN ooT a' I 1w I 12' LOAD (FT) SPACING FOR SPACINGPOST 512a CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED Fo0 SPACING POST 812E CONSTRAINED FOOTS LOAD (FT) SPACINGFOR SPACINGPOST s1z11 CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTEF (PSF) ON SLAB SLAB (FT) TYPE 'd' "d" 'd" -d" (FT) TYPE -d" -d" -d- 'd" tFT) TYPE 'd" 'd" "d' 'd' PS ON SLAB SLAB( F) (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd' 'd" 'd' "d' (FT) TYPE 'd' "d' 'd' 'd' (FT) Oil) On) On) On) On) On) On) 'ON On) on) On) (in) (FT) On) on) On) (in) On) (in) On) On) On) On)• On) M) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 140 MPH EXPOSURE C or 160 MPH EXPOSURE a 10 3 22'-8 A 14'-10" A 21 25 27 28 21'-11' A 24 21 _29 30 18'-10' A 23 25 27 29 20 3 11-10' A IW.4" A 21 25 27 28 15'•2' B 24 27 29 31 13'-T B 23 26 27 29 LIVE 3.5 19'-5" A 13'-8' A 22 25 26 20 19'-7" a 24 27 28 30 IT-6' A 23 25 27 28 '31 10'-2' A 9-5' A 21 25 26 28 IV-V B 24 27 29 30 12'-6" B- 23 25 27 28 4 17.0' A 12'-8' A 22 24 2G 27 1B'-0- a 25 26 28 29 194' A 24 25 26 28 4' 8'-11" A W-V A 22 24 26 28 IT-w C 25 26 28 30 111-8' B 24 25 27 28 4.5 I5.1' A I l'•t 0' A 22 24 26' 27 17'3' B 25 26 28 29 I6'-51 B 24 24 26 27 4.5 T-11' A w-l" B 22 24 26 27 12'•2" C 25 26 28 29 10'-11' B 24 25 26 28 5 IT-7' A IV-T A 23 24 25 27 16'4' 8 26 26 27 29 14'-7' B 25 25 26 27 5 T-1" A T-T B 22 24 25 27 11'-6' 0 25 26 28 29 10 4" C 25 25 26 27 5.5 12'-4" A 10'-7" A 23 23 25 25 lS41 S 26 26 27 29 13•10' B 25 25 25 27 515 F-5' •A T-1" B 22 23 25 27 IOLA' D 26 25 27 29 91•10" C 26 25 26 27 6 114' A 10'-1' A 23 23 25 26 14-10' a 27 27 27 28 1W-W B 26 26 2a 27 6 5'-11" A T-8" B 23 23 25 26 10'-4' D 26 26 27 28 91-C 'D 25 25 26 27 65 10'-5' A 9'-T A 24 24 25 26 14'•2' B 27 27 27 28 12'-9" B 26 26 26 26 6.5 SS' A 54- a 23 23 25 25 IV-ir D 26 26 27 26 8'•11' D 26 26 26 27 7 9-W A W-2" A 24 24 24 26 13'-8' C 27 27 27 28 IX-31 B 26 26 26 26 T �Y-1' A G-0' B 23 23 24 26 9=5' D 27 27 27 28 8'-7' D 26 26 26 27 7.5 0'-1" A 0'40• A 24 24 24 26 13'-2' C 27 27 27 2B 11=9", B 26 26 26 26 7.5 4-9- A 5-g' B 23 23 24 26 91•1' D 27 27 27 28 8'J" 0 26 26 26 26 8 W-S" A B"6' A 24 24 24 25 ITS" C 28 26 29 26 11'6' B 27 27 27 27 B V v A 5-6" B 23 23 24 26 8'•8• D 27 27 27 28 T-11' -0 26 26 26 20 615 8'-0' A S-2" B 24 24 24 25 12'•3' C 28 28 28 20 1 Y•0• B 27 27 27 27 ex 4'•2' A S%W B 23 23 24 26 V-5' D 27 27 27 27 T-8" D 27 27 27 27 a 7-6' A 7'-10• B 25 25 25 25 11'-10" D 28 28 26 28 1W-W C 27 27 27 27 9 3-1 I" A T-W B 24 24 24 26 81•11 D 28 26 28 28 T-5' D 27 27 27 27 95 T-2" A T-7" B 25 25 25 25 11Vi' D 28 28 28 28 1l1'•4' C 27 27 27 27 95 3=9 A 4'•10' B 24 24 25 26 IMLIT E 28 28 28 28 T-2" D 27 27 27 27 10 6'•9" A 7'4" B 25 25 25 25 llt r D 29 29 29 29 Iw-I" C 28 28 28 28 150 MPH EXPOSURE C or l70 MPH EXPOSURE B 11 6'-2" A 6%11' B 25 25 25 25 10'-7• D 29 29 29 29 g'-7' D 20 28 28 28 20 3 11'•10' A 10'4' A 22 26 28 -29 t5'-2" 8 25 28 Jg 32 73.7' B 24 27 28 30 12 5'$" A 6-V a 25 25 25 25 1D'-1' D 29 29 29 29 91-1" D 28 28 28 28 35 10'd• A w-s" A 22 26 27 29 W-0' B 25 28 30 31 12'-6" B 24 26 23 29 13 5'-2" A 6'•2" B 26 26 26 26 9-T D 30 30 30 30 8'3" D 29 29 29 29 4 8'-11" A 8'-8' A 23 25 27 29 01-W C 26 27 29 31 11'-8" B 25 26 28 29 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 4.5 7'-11' A 8'-1" B 23 25 27 28 12'-2' C 26 27 29 30 10'-11" B 25 25 27 29 10 3 22'-8' A 14'-10' A 22 26 29 29 2Y-1" 'A 25 28 30 32 181-6' A -24 26 28 30 5 T-1" A T-T B 23 25 26 28 til-w 0 27 27 28 3D IW 4' C 26 26 27 20 LIVE 3.5 191-5" A IT-7' A 23 26 27 29 19'-7" B 26 28 30 31 17'•5" A 25 26 28 29 5.5 V-w A 7'•I" B 24 24 26 28 10'-IV D 27 27 28 30 9-t0" C 26 26 21 28 4 IT-V A 12.T A 23 25 27 26 18'3' 6 26 27 29 31 t53' A 25 26 27 29 6 5'-11" A 6'-6" B. 24 24 26 27 IT 4" O 27 21 28 29 94" D 27 27 27 28 4.5 ISM' A t1'-9' A 24 25 27 28 1743' B 27 27 29 30 15'-3' B 26 26 27 28 65 5"S A V4' B 24 24 25 27 B'-IV D 28 28 28 29 8.11" D 27 27 27 26 5 13'-7' A 11%0' A 24 25 26 28 164' B 27 27 28 30 14'-5' B 26 26 27 28 7 w-l" A 6-0" B 24 24 25 27 9.5" 0 26 28 28 29 8'-7' D 27 27 27 28 6.5 12=4' A 10'-0" A 24 24 26 27 1V-6' B 28 28 28 30 IT-91 B 27 27 27 28 7.5 4'-9" A 5-9' B 24 24 25 27 9-1" D 28 28 28 29 6'•Y D 27 27 27 27 6 114" A 9'-10" A 24 24 26 27 14'-10" B 26 28 28' 29 13'-1' B 27 27 27 28 B 4%5' A 5-6' B 24 24 25 26 6'-B' 0 29 29 29 29 7111" D 28 28 28 28 6.5 10'6' A 914- A 25 25 25 27 14'-2' B 20 28 28 29 17.7' B 27 27 27 27 a's 41•2' A 5-Y B 26 25 25 27 8'-5" D 29 29 29' 29 T-B- D, 28 28 28 28 7 9'-0' A W-11' A 25 25 25 27 131-8" C 29 28 29 29 IT-V B 28 28 28 28 a TIV A 5'A' B 25 25 25 27 8-1' 0 29 29 29 29 T-5" D 28 26 28 28 7.5 9'-1' A 81•6' A 25 25 25 26 13'•2' C 29 29 29 29 l l'-7"' 8 28 28 26 28 9S 3'•9' A 4'-10- B 25 25 26 27 7.10• E 29 29 29. 29 7-2' D 28 28 28 28 B 81-6' A 8'-2" A 25 25 25 26 17-8" C 29 29 29• 29 11%2" B 28 28 28 28 170 MPH EXPOSURE C -or 180 MPH EXPOSURE B 8,5 8-0• A T-10" A 25 25 25 26 12'-2" C 30 30 3D 30 16'-9• B 28 28 28 28 20 3 11'-10' A 10'•4" A 24 28 30, 31 19.2' 8 21 30 32 34 13'-T B 26 28 - 30 32 e 7'-6" A T•6' 9 26 25 26 26 III-IV D 30 30 30 3D 10-5• a 29 29 29 29 35 10'-2' A 9'•5' A 24 27 29 31 14•A' B 28 30 32 33 1Yfi B 27 25 30 31 9S T-27 A Ta' B 26 26 26 26 11-5" D 3D 30 3D 30 10'-1' C 29 29 29 29 4 8'•11' A Irs. A 25 27 29 30 13'-0• C 28 29 31 33 111-8" B 27 27 29 31 10 6'-9" A 7'-V B 26 26 26 26 11'-1• D 30 30 3D 30 9'-00' C 29 29 29 29 4.5 7-11' A 8'-1' B 25 27 28 30 12'-2" C 29 29 31 32 IV-11- B 28 28 29 31 11 6'-Y A 61•T B 26 26 25 26 lw-5" D 31 31 31 31 9'-W C 29 29 29 29 5 T-1' A 7'•7' B 25 26 28 30 11'a' D 29 29 30 32 10-4" C 28 28 29 30 12 51-V A 6'-2' B 26 26 26 26 9'-1W 0 31 31 31 31 8'-10' O 30 30 30 30 5.5 V-S' A 7'-1' a 26 26 28 29 10'-10• 0 29 29 30 32 9-10• C 29 29 29 30 13 6'-2" A. V-10' 6 27 27 27 27 9'•5' D 31 31 31 31 8'6' D 30 30 30 30• B V-1V A 61-8' B 28 26 27 29 IW 4' D 30 30 30 31 9'4- D 29 29 29 30 140 MPH EXPOSURE C or 160 MPH EXPOSURE 8 6.5 5'-S A 64• 8 26 26 27 29 91•1 O' D 30 30 30 31 8-I1' O 29 2% 29 30 10 3 22'-B' A 13•7' A 23 27 28 30 19'-11' A 26 29 31 32 1T-5" A 25 27 29 30 7 5'•i" A 61-0' B 26 26 27 29 9'-5' D 30 30 30 31 8-7' D 30 30 3D 30 LIVE 3S 19'-5' A 125• A 23 26 28 29 18'S• A 26 29 30 32 16'-0' A 25 27 28 30 7.5 41•9' A 5%9' B 26 26 27 28 9'-1' D 31 31 31 31 8'-3" O 30 30 30 30 4 IT-W A 11%5' A 24 26 28 29 17'-2' B 27 28 30 31 14•11' A 26 26 26 29 8 4'-V A 51-6" 8 27 27 27 28 81-8" D 31 31 31 T-11' D 30 30 30 30 45 15-1' -A 10-8' A 24 25 27 29 15-1" B 28 28 29' 31 U'd' A 26 26 28 29 8.5 412' A 51•3". B 27 27 27 28 B'-5' D 1 1 31 31 T-8' D 30 30 30 3D 5 13'-7- A 10'-0' A 24 25 27 28 15'-3' B 28 28 29 31 13'�4" A 27 21 27 29 9 3'-11" A 5'-0' B 27 27 27 29 8'-1" D 32 2 32 D 31 31 3l 31 S,5 12'-4 A 9'-S" A 25 25 26 28 14'•5• B 28 28 29 30 1Y-8' B 27 27 27 29 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 6 114' A 8'-11" A 25 25 26 28 1316" B 29 - 29 29 30 IT-V B 28 28 28 28 25 3 9'-T A IV-11 -8 21 25 27 28 14'•10" 23 7 29 31 6.5 10'-5" A B'-5" A 25 25 26 27 13'-1' B 29 29 29 30 1116" B 28 28 28 28 3.5 V-2' A 9%21 8 21 25 26 26 13'$' 24 7 28 30 pFE gJp�/ 7 9'6" A B-1' A 25 25 26 27 12'•S' B 29 29 29 30 17-0" B 28 28 28 28 4 T-2' A FS 8 21 24 26 27 IT-8' D 24 - 28 30 7.5 V4" A T•8' A 26 26 26 27 12'-0' B 30 30 30 30 10'-7' B 28 26 28 28 4.5 64' A 7'RO` B 22 24 26 27 11'-10" D 2 6 20 29 a e'•6" A T-4" A 26 26 26 27 11�" a 30 30 30 30 10'3• B 29 29 29 29 5 5-9' A T4" B 22 24 2S 27 11',T' 6 27 8.5 81-V A T•t" A 26 26 26 27 11-1' C 30 30 30 30 B'-10' B 29 29 29 29 5.5 5'•2' A 6'-11' B 22 23 25 26 10'-T 27 9 7'-6' A 6'-9" A 26 26 26 26 10'-9' C 30 30 30 SO SIT" 0 29 29 29 29 6 4--9' A 81-6' B 22 23 25 26 10161" 6 27 28 -QQ T77. 95 T-2- A 6'S A 26 26 26 26 194' C 31 31 31 31 6'3" B 29 29 29 29 6.5 4'-5' A 6'-2• C 23 23 24 26 9'-7" 28 � 10 6•9' A 61-r A 26 26 26 26 10'-1" C 31 31 31 31 W.O. B 30 30 30 30 7 4'-1" A 5-10" C 23 23 24 26 8'-2' 11 6'-2' A 5'-10" A 27 27 27 27 '8.5' C Jf 31 31 Jt 8'-w B JO 30 30 30 75 3'-10' A 5'•T C- 23 23 24 26 0'-10' (j 28 * ' 12 V-9" A S'-0' A 27 27 27 27 8.11' D 31 31 31 31 8'-1' C 30 30 30 30 8 3'-7' A• 5'4' C 23 23 24 .25 8.5 v 1 J 27 13 5'•2" A 5'-2• A 27 27 27 28 8'•G" D 32 32 32 32 T-8' C 31 Jt 31 31 8.5 3'4' A 5'-1' C 23 23 24 26 Q 27 27 ` C 9 3'-2' A 4-10' C 23 23 24 26 7 00' E 2J 27 27 1 6813 F Ex . 3Q1201 OCT 02 2013 `9� [CC ESR1398(2012 IBC)9/29/2013 Page 14 of 66 9 OFCAIIFC��Q� JUN 02 2015 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! 0.042"x3"AB'Box Beam Detail L1) Double 0.042 XT A8"(Detail 1-12) Double 0.040"x2'k6.625" Detail 1-12 0.042"x3"x8"Box Beam(Detail Li) Double 0.042"xV1A8"(Detail L72 Double 0.040"x2"x8.625"(Detail L12 TABLE 3.1 AttachedSingte Frees lend nD or Attachedsmde Freestanding or Aaaehedsinpia Freestanding or TABLE 3.1 Attadledsln9le Freestanding or ASerhedstngla Freestanding or pttarhedsngle Freestanding or span struehae Multispan Units span strueuxe Multispan Units span swcaae Multispan Units Span structure Multispan Units spin structure Multispan Units span Structure Multispan Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAXPOSTLENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAXPOSTLENGTH MAXUP MAX POST LENGTH SNOW WIDTH POST REOV POST MIN FOOTER Ir I IV I 12' POST MIN FOOTER a' I 1C I IT POST MIN FOOTER 8- I 10' 112 SNOW WIDTH POST REO'D POST MIN ooT 8' I MY I 17 POST MIN COT 8' I IV I 12 POSTCOTE 8' I IV I 12 LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINEO FOOT SPACINGPOST 612E CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED F00 LOAD (FT) SPACIN FOR SPACIN POST SIZE CONSTRAINEDFOOTER SPACIN POST SIZE.CONSTRAINED FOOTE SPACINSIZE CONSTRAINED FOOTE (PSF) ON SLAB SLAB (FT) TYPE -cr •d" 'd' 'd' (FT) TYPE 'd' -d' 'd' -d• (Fo' TYPE 'd' •d- •d- -d- (PSF) ON SLAB SLAB (FT) TYPE 'd' -d• •d• 'd• (FT) TYPE Nr 'd' 'd" 'd• (Fr) 'd' 'Cr 'd• -d- (FT) M► On) 0n) ON On) fin) 0n1 6n) 0n1 on) ON N+1 (FT) M) ON On) on) Gn) on) 0n1 On) 150 MPH EXPOSURE C or 170 MPH EXPOSURE B 120 MPH EXPOSURE C at 140 MPH EXPOSURE B In 3 2Za. A 17-V A 23 27 29 31 IF-6' A 26 30 31 33 161-1' A 25 28 29 31 30 3 8'-0• A 9'-l" B 18 23 24 26 IT-W D 20 25 26 26 1Y-t" C 20 23 25 26 LIVE 3.5 19'-V A ti'6' A 24 27 28 30 1T-0• A 27 29 31 33 14A1" A 26 27 29 30 3.5 6'-10" A 8'-r a 18 22 24 25 12'-5' D 21 24 26 27 11'-2" D 20 23 24 26 4 17-0' A 10'4' A 24 26 28 30 IV-11" A 28 29 30 32 13'-11, A 26 27 26 30 4 61-0• A T-T a 19 22 24 25 11'-6" D 21 24 25 27 IV 4" D 21 23 24 25 4.5 15'-1' A V.S. A 24 26 28 29 IV-11' A 28 2a 3l1 32 13'-1' A 27 27 28 30 4.5 54" A 7'-0" B 19 22 23 25 IV-9' D 22 24 25 27 9'-8" D 21 22 24 25 5 13'-T A V-2` A 25 26 27 29 14'4• B 29 29 30 31 174' A 27 27 26 29 5 4-10' A 61{' B 19 21 23 24 10'-1" E 22 23 25 26 9'-2' D 21 22 24 25 5.5 12'4' A 8'-T A 25 25 27 26 131-3' B 29 29 29 31 111-w A 28 28 28 29 5.5 4'4' A V.I. C 19 21 23 24 9'•7' E 22 23 25 26 V-8• D 22 22 23 25 6 114' A 8'-1" A 25 25 27 28 12'•7' B 29 29 29 31 11-1' A 2B 26 28 29 6 4'-0- A V-9' C 19 21 22 24 T.1" E 23 23 24 26 V-3- D 22 22 23 24 6.5 10'-5" A 71-8. A 26 26 26 26 174r G 30 30 30 30 ia7' B 28 28 26 29 6.5 V-8' A F-V C 20 21 22 24 8'-0" E 23 23 24 25 T-10' E 22 22 23 24 7 91-8' A T4- A 26 26 26 2a 111-w B 30 30 30 30 1D-r B 29 29 20 29 7 3'-7 A 5.2• C 20 20 22 23 8'.3" E 23 23 2; 25 7'•6' E 22 22 23 .24 7.5 9'-1" A T-0' A 26 26 26 27 11'-0' 8 30 30 30 30 9'-9" B 29 29 29 29 7S Tr A 4'-11" C 20 20 22 23 T-11' E 23 23 24 25 7-3' E 23 23 23 24 a a-6' A 6'-r A 26 26 26 27 10-7• a 30 30 30 30 T-5' 8 29 29 29 29 8 3'-0" A 4'-r D 20 .21 22 24 T•7' E 23 23 24 25 7'A" E 23 23 23 24 55 1•-0• A 64- A 26 26 26 27 1V-2" a 31 31 31 31 9'-t' 8 30 3D 30 30 8.5 Z-10' A 4'-5' D 20 21 22 24 7'-3' E 24 24 24 25 6'-9" E 23 23 23 24 9 T-6' A &4" A 26 26 26 27 9'-10, 8 31 31 31 31 6'-9' B 30 30 30 30 140 MPH EXPOSURE C or 1SO MPH EXPOSURE B 9.5 T-2' A 5'-10" A 27 27 27 27 01-V B 31 31 31 31 B'-6' B 30 30 30 30 30 3 61-0' A 9'-1" B 20 25 26 20 13'.6" D 23 27 26 30 12'-1' C 22 25 27 28 10 6'-9" A V-r A 27 27 27 27 912, B 31 3( 31 3t W-r 8 30 30 30 30 3S 6110, A 8'4' B 20 24 26 27 12'•5' D 23 26 28 29 11'-21 D 22 25 26 28 11 VT` A 5'4" A 27 27 27 2a 8'-T C 32 32 32 32 7'-9' B 31 31 31 31 4 6'-0" A 7.7- B 21 24 25 27 11'-6' D 24 26 28 29 104' D 23 24 26 27 160 MPH EXPOSURE C or 180 MPH EXPOSURE B _ 4S 54' A 7'-0' B 21 23 25 27 10'-9' D 24 25 27 29 91-11" D 23 24 25 27 10 3 2r-W A 1116• A 24 28 29 31 19'-11' A 28 31 33 35 15'-1' A 26 28 30 32 5 4'-10" A 6'-0" G 21 23 25 26 10'-1" E 24 25 27 28 V-2- 0 24 24 25 27 LIVE 3.5 191-5" A 101-6 A 24 27 29 31 to-5' A 29 31 32 34 13'-11' A 26 28 29 31 6.6 44• A 6'-l" C 21 23 24 26 V-7' E 25 25 27 28 61-8" D 24 24 25 27 4 171-W A 91$' A 24 27 26 30 171-2' B 30 30 32 34 IZ-11" A 27 27 29 31 6 4'•D" A 5'-9' C 22 23 24 26 91•1" E 25 25 26 28 81•3" D 24 24 25 26 4.5 15-1' A 9'-0" A 25 26 28 30 IV-1' B 3D 30 32 33 12'-l" A 27 27 29 30 6.5 3'-8" A 5'-S" C 22 22 24 25 8'-e' E 25 25 26 28 7'-10- E 25 25 25 26 5 13'-7' A 8'4' A 25 26 28 29 15'-3' B 3l 31 31 33 11'-5• A 28 28 28 30 7 3'-5' A 5'-2" C 22 12 24 25 1 8-3 1 E 1 28 26 26 27 11 7',-r E 1 25 1 25 1 25 1 26 5.5 124" A T-10' A 25 26 27 29 14'-5' B 31 31 31 32 1D-1 D" A 28 28 28 30 6 1V4' A T•5" A 26 26 27 29 13'-0' B 37 31 31 32 10'-r A 29 29 29 29 OVER- TABLE32 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6.5 10'-5' A T-W A 25 26 27 28 13-1' a 32 32 32 32 9'-10' A 29 29 29 29 HANG PROJECTION OF SINGLE SPAN STUCTURES(FT) 7 T-a" A 6'$' A 26 26 27 28 12''6" a 32 32 32 32 9'-5" A 29 29 29 28 8' 9' IV 11' IT 13' 14' IS' IV ST 16' 19' 20' 21, 22' 7.5 6'-t' A G4' A 26 26 26 20 12'-0' 8 32 32 32 32 9'-0' A 30 30 30 30 0' 4' 4.5' 5' 5.5' 6' 6.5 7' 7,5' V 83' 9' 9.5' to. los. 1t, e 8'-w A 54" A 25 26 26 28 111-w B 33 33 33 33 81-8' B 30 30 30 30 1' 4.6 5'. 5.5' 6' 6.5' 7' 7.5' 8' 8.5' F 9.5' 10, ION 11' 11.5' 85 6101 A F-9• A 27 27 27 26 11'-t' C 33 33 33 33 V-5' B 30 30 30 30 2' S' 5,5' 6' 6,S 7' 7.5 B. OR 9' 95' 10, ION $1, 11.5' 12 9 T-w A 5-6' A 27 27 27 28 10'-9' C 33 33 33 33 8'-t" B 3D 30 30 30 3' 5.5' 1. 6.5. 7' 7.5 V 8.5' 9' 9.5' 10, 10.5' 11' 11.5' IT 12.5' 9.5 7'•r A 54• A 27 27 27 28 I.% C 33 33 33 33 7'-10' B 3D 30 30 30 4' 6' 6.5• r 7.5 6' 8.5' 9' ON 10' 10.5' 11' 11S' IT 12.5' IT 170 MPH EXPOSURE C or 180 MPH EXPOSURES 5' 6,5' 7' 7.5' a' 8,5- 9' 915' 10, WIT 11' 11.5' IT 1215' IT 13.5' t0 3 22'-8- A 10'8- A 24 28 30 32 16'-2- A 27 31 33 34 14--l' A 26 29 30 32 LIVE 3.5 19'-5' A 0'-9' A 24 27 29 31 14'10" A 26 30 32 34 IV-0' A 27 26 30 32 TABLE 3.3 Post Requirements TABLE 3.4 Post Requirements for 4 171-0" A 8'-I V A 25 27 29 31 13'-91 A 29 30 31 33 17-l" A 27 28 29 31 for Attached Single Span Structures Freestanding Structures or Mullispan Attached SUuctures 4.5 IV-1' A W-W A 25 27 28 30 12'-10" A 29 29 31 33 111J' A 28 28 29 31 Post Description Max POST Detail Post Description Maximum Max POST 5 •13W" A Td' A •25 26 28 30 12'-W A 30 30 31 32 10'-0' A 28 28 29 30 Hgl Coda Footing Heigh Code Detail# 55 12W A T3" A 26 26 28 29 it'4' A 30 30 30 32 10'-1" A 29 29 29 30 0.042"X3'k8"Alum(num Post la B L9 0.041"X31K3"Steel Clover d= 20" 9' B' 1-11 6 1114' A V.9' A 26 26 27 29 10'-9' A 30 30 3D 32 9-r A 29 29 29 30 0.D24"X3'53'Post with Side lal 11' B L24 0.041"x3'k3"Steel Clover d= 21" V - B L11 6.5 10'-5• A 61•51 A 26 26 27 29 10'-3' A 31 31 31 31 a-r A 29 29 29 311 Clover 0.03UTAV c3"Alum 11' C 1-11 3116'k3'k3"Steei S ua = 30" IT C L21 7 9-8' A 6'-1' A 26 26 27 29 8-9' 6 31 31 31 31 V-9" A 30 30 30 30 Clover 0.001ATX3'Alunt 11' D L11 3/l6"x3"x3"Steel s 8 32" 8' F L21 7.5 g-t" A 5'-9' A 27 27 27 2a 9.4" B 31 31 31 31 61-5' A 30 30 30 30 Colonial0.062"Extruded 12' E AE 311V x7 3"Steel Sq d= 35" 16 F L21 a 8'4" A 5.0 A 27 27 27 26 V-0- B 31 31 31 31 a'•r A 30 30. 30 30 0.0411'x3'k3"Steel Clover 1'l' F 1-11 3/i6"x3'k3"St el S re d= 37" 12' E L21 8.5 8'-0" A 5'•3" A 27 27 27 28 B'-7' B 32 32 32 32 7'-9" A 31 31 37 31 0.041'k3X3"Steel CIOVar 8' G L11 3116'k4"x4 St BI 5 afe i d= 41" 15' G_ L21 9 7'-6" A 51 w A 27 27 27 29 64' 6 32 32 32 32 71-V A 31 31 31 31 3116"x3"x3"Steel Square j ' H L21 3116'X5"x5"St I S are d= 15' I L21 T•2' A 4.10- A 21 27 27 29 6'-0• a 32 32 32 32 T-3' B 31 31 31 31 3H6"xWK3"Steel S uare ' 1 L21 6'•9' A 4'-0" A 27 27 27 29 T-9' B 32 32 32 32 T'-0• B 31 31 31 31 3116"X4'k4"Sta91 Square ' J 121 ` �CFSSJ�• GENERAL INSTRUCTIONS FOR THESE TABLES 3116"x5'k5^Steel Square 16' K L21 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE S.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN O' -Pli ' 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 3.1 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT AmerimaX Exterior Home Products 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 28921 US Hwy 74 er0 P� (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 RGmoland,CA 92505 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(L1-)29). DETAILS MAY REQUIRE POST TO UPGRADED, 4.CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS 11.ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES Lf AND L2 ON SHEET M)scS Carl Putnam,P.E. 9 ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 lvyiink Place 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.1 , Lynchburg,VA 24503 EX 6 01211.01 7 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cartputnam@comcastnel * * 6.CHOOSE A HEADER FROM TABLE&I THAT HAS ADEQUATE SLAB 9.FOLLOW 941 FROM ABOVE POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MIsc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 01� �`C. W 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.1 _ 9�0 C t OCT 02 2013 ]CC ESR1398(2012 IBC)9/29/2013 Page 15 of 66 JUN"02 2015 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA' 16 Ga 3'k8"Steel C Beam Detail L18) 12 Go 3'k9"Steel C Beam(Detail L1B) Double 12 Ga 3"AB"Steel C(Detail L8) 16 Ga 3'k8"Steel C Beam(Detail L18) 12 Ga 3'k8^Steel C Seam(Detail E18 Double 12 Ga 3'k8"Steel C(Defeit LB TABLE 3:6 Attached single Freestanding or Attached single Freestanding or Attached Single Freestanding or TABLE 3.5 Attached Singte Freestanding or Attached single Freestanding or Attached singte Freestanding or span structure MulQspan Units Span Structure Multis n Units Span Structure Multi n Units Spanswchae Muttispan Units Spanstucture Multispan Units span strue.. Muttispan Units GROUND TRIS MAX POST MAX MAX POST LENGTH MAX MAXPOSTLENGTH -;M7 MAX POST LENGTH GROUND TRIM MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW DTH POST MIN Ix I IV POST SNOW DTH POST REOD POST MIN OTES V I IZ I IV POST MIN OTU S' 1 12- 1 15- POST IF LOAD N(FT) SPACING FOR SPACING PST F SIZE CONSTRAINED F00 SPACING MIN PDIST F�E�CONSTi NED FO T SPACING OI57 F SIZES CONSTRAINED F00• LOAD �(FT1 SPACIN OR SPACING POST SIZE CONSTRAINED FOOTER SPACING PST 612E CONSTRAINED FOOT SPACING POIST 802E CONSTRAINED I O TE (PSF) ON SLAB SLAB (FT) TYPE "d• - -d- "d' (FT) TYPE 'd' -d- "d' 'd' (FT) 7YPE •d' 'Cr •d- -d- (PSF) ON SLAB SLAB (FT) TYPE -d- 'd' -d- -d' (FT) TYPE 'd' 'd' 'd' •S (FT) TYPE 'd" -d 'd' 'd' (FT) On) On) On) M1 M) M) On] M) On) On) On) On) (Fn On) On) On) On) On) M) On) On) 0n) On) M) On) 120 MPH EXPOSURE C or 140 MPH EXPOSURES 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 5 13'•7' A 20-1' C 28 28 30 37-1" E 32 32 33 35-6' E 33 33 34 20 5 T•1' A 1Y-11' D 27 27 30 32 2Y-1' F 32 32 33 35 30'-1' F 35 35 35 38 LIVE 5.5 12'-4' A IV-1 I" C 28 28 30 29'-2' E 32 32 33 34'-10' E 34 34 34 5S 6'•5' A 121' D 27 27 29 31 20'-10' F 32 32 33 35 29'-Y F 36 36 36 37 6 114" A Sr-10' D 28 28 29 284' E 33 33 33 34'-1' F 35 35 35 6 5'-11' A 11'•1" D 27 27 29 31 IB-9' F 32 32 32 35 2814" F 37 37 37 37 6.5 10'S' A IB'-11' D 26 28 29 2TY E 34 34 34 33'-5" F 36 36 36 6.5 5'-5' A loJr D 27 2T 28 30 l8'•10" F 33 33 33 34 27'-7" F 37 37 37 37 7 91-V A 16'-1' D 29 29 29 261-6" E 34 34 M 3Y•9' F 36 36 36 7 51•1" A 9'•T D 27 27 28 30 1S'0' F 33 33 33 34 26'-11• F .38 38 30 38 7.5 9'-1" A 15'-4" D 29 29 29 25'-S' E 34 34 34 37.2' F 37 37 37 7.5 4'-9" A 8'-11" D 27 27 78 30 Ir4' F 33 33 33 34 263' F 38 38 38 38 ' 8 8'-4 A 14'-B' D 29 29 29 24W F 35 35 35 31'-7' F 38 38 38 8 4'S' A 8'-4" D 27 27 27 29 18-S" F 34 34 34 34 25'-9' G 39 39 39 39 8.5 61-0' A 14'-0' D 29 29 29 231-8- F 35 35 35 31'-1' F n 38 38 3.5 4••2" A T-11' D 27 27 27 29 15'•11' F 34 34 34 34 25.3• G 40 40 40 40 9 Tf> A 131-6' D 29 29 29 2Y-10' F 35 35 35 30'•7" F 39 39 39 9 3'-11' A TS" D 27 27 27 29 15.4- F 34 34 34 34 24'-9' G 40 40 4D 40 9.5 T-2- A IT-0' D 39 30 30 22'•2' F 35 35 35 30'-2' F 39 39 39 9.5 3=9' A T-l" D 27 27 27 29 14'-f 0" F 34 34 34 34 24-4' G 41 41 41 41 10 6'-9" A 1Y5' D 30 30 30 21'-i' F 36 36 36 29'•8' F 40 40 40 10 3-6' A 6'-9' b 27 27 27 28 144' F 35 35 35 35 231.11" G 41 41 41 41 10.5 6'-S' A 12'•1- O 30 30 30 20'-10' F 36 36 36 294" F 40 40 40 1OS 3-4" A 6-5•,. D 27 27 27 29 13'-10" F 35 35 35 35 231-6' G 41 41 41 41 11 6'•2" A IV-7' D 30 30 3D 20t3' F 36 36 36 28-11" F 41 41 41 11 7•2- A 5'-1' D 27 27 27 29 13'-5" F 35 35 35 35 23'-2' G 42 42 42 42 It's V-1I" A 11'-1' O 30 30 3D 191•9' F 36 36 36 28'-G' F 41 41 41 11.6 3-11 A 5'-10' D 27 27 27 29 1314" F 35 35 35 35 22'-8' G 42 42 42 42 12 5'3' A 19-T D 30 30 30 19,3" F 36 36 36 281•2' F 41 41 41 150 MPH EXPOSURE C or 170 MPH EXPOSURE B 13 5'-2" A 91-10" D 30 30 30 16'-4' F 37 37 37 27'-7' F 42 42 42 20 5 T--1' A tY--11' D 28 2a 31 33 22'-1" F 33 33 34 37 30'•1' F 37 37 37 39 14 4'•70' A 9'-1' D 30 30 30 1T•6- F 37 37 37 2fi-11" F 43 43 43 5.5 65' A 17-1' D 28, 28 30 32 20'-10' F 34 34 34 36 29'-2' F 38 38 36 39 15 4'•B" A 8'{>' D 30 30 30 161•9' F 37 37 37 2V-3' G K 44 44 6 5'-11" A 1t-1' D 28 28 30 32 19'-9' F 34 34 34 36 28-4' F 38 38 38 39 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 6.5 5-6" A 10'-0• D 28 28 29 32 18'-10' F 34 34 34 35 2T-7' F 39 39 39 39 10 5 13'-7' A 20'•1" C 29 29 at 29'A' E 33 33 34 35-8' E 35 35 36 7 5-1" A w-7' D 28 28 29 31 18'A" F 35 35 35 35 26'-11' F 40 40 40 40 LIVE 5.5 12'•4" A W-11' C 30 30 3t 28'-2' E 34 34 34 34110' E 36 36 36 7.5 4-9' A 8'-11" D 28 28 29 31 1T-3" F 35 35 35 35 26!-W F 40 40 40 40 6 114' A ITIO' D 30 30 31 27-e E 34 34 34 W-1" F 37 37 37 B 4-5" A W-4" D 26 20 28 30 16'S' F 35 35 35 36 29-V G 41 41 41 41 6.5 10-5' A 18'-11" D 30 30 30 26'-7' E 35 35 35 331•5' F 38 36 38 Bb 4.2" A 7'-11' D 28 28 28 30 15A 1' F 36 36 36 36 29-W G 41 41 41 41 7 W.B. A 16'-1' D 30 30 30 26'-O" E 35 36 38 32'-9' F 38 38 3B 9 3'-11' A 7'-V D 28 28 28 30 1T-4' F 36 3s 36 35 24'•9' G 42 42 42 42 7S 9'-1" A 15.4' D 31 31 31 25'-S' E 36 36 36 3r-Or F 39 39 39 9.6 3=9' A T-1" D 28 26 26 30 14'-10' F 36 36 36 36 24-4' G 42 42 42 42 8 8'S" A 14'-8" b 31 31 31 2V-6' F 36 36 36 31'-4' F 40 40 40 10 3-6" A V-9" b 28 28 28 29 14'-4' F 36 36 36 36 23'-t1' G 43 43 43 43 8.5 6'•0" A W-O' D 31 31 31 23-8• F 37 37 37 30'-8" F 40 40 40 10.5 W-4' A 6'S" D 28 28 28 30 13,1a" F 36 36 36 36 23'S' G 43 43 43 43 9 7'S' A IT-61 D 31 31 31 22'-10' F 37 37 37 30'-1' F 41 41 41 11 3-2' A 9-1' D 28 28 28 30 13'-5' F 37 37 37 37 23'-2" G K K K 44 9S 7'-2' A 13-01 D 31 31 31 22'-2- F 37 37 37 29'-7' F 41 41 41 11.5 3'•1' A 5'-10' D 28 28 28 30 13'-1' F 37 37 37 37 =.a. G 44 44 K 44 10 6'-9" A 1Yb' D 3t 31 31 21'-6" F 38 38 36 29'•1' F 42 42 42 170 MPH EXPOSURE C or 180 MPH EXPOSURE M 10.5 61•5' A 12'-1' D 32 32 32 20.10" F 38 38 38 28-7' F 42 42 42 2D 5 T•1" A 1Y11• D 30 30 33 35 22'•1• F 36 35 37 - 34 30'-1' F 40 40 4D 42 11 6'-2" A 11'-7' D 32 32 32 20'3' F 38 38 36 28'-2' F 42 42 42 5.5 6'•5" A 17-1' D 31 31 32 35 20'-10' F 37 37 37 3g 29'-2" F 41 41 41 41 11.6 5'-11' A 11'•1' D 32 32 32 19'-9' F 36 38 38 2T-9" F 43 43 43 6 5'-11' A It'll D 31 31 32 34 191•9- F 37 37 37 38 284" F 42 42 42 42 12 51•8' A 10'-7' D 32 32 32 19'-3' F 39 39 39 2T•4" F 43 43 43 6.5 61•5' A 19.3" D 31 31 31 34 18'-10' F 37 37 37 38 27'-7' F 42 42 42 42 13 5-2' A 9'411* D 32 32 32 18'-4" F 39 39 39 26'-7' F 44 K K 7 W.I. A 9-T D 31 31 31 33 18'-0' F 38 38 38 38 26'•11' F 43 43 43 43 14 4'-10' A' 9'-1' D 32 32 32 17'S' F 39 39 39 26'A' F 45 45 45 7.5 4'-0" A 8'-11' D 31 31 31 33 17'•3' F 38 38 38 38 28'3' F 44 44 44 44 15 4'S' A W-W D 32 32 32 t6'-9' F 40 40 40 T5-5' F 46 46 46 8 41•5" A W4' D 31 31 31 32 IV-6" F 30 38 36 38 2VS" G 45 45 45 45 140 MPH EXPOSURE C or ISO MPH EXPOSURE B 6.5 4'-2' A 7'4 V D 31 31 31 32 15'-11• F 39 3 39 39 25'-3" G 45 45 45 45 10 5 13'-7" A 20'-l' C 31 31 33 2T•8' D 34 34 35 34-10' E 37 37 37 9 3-11" A TS' D 31 31 31 32 IT-4" F 39 9 39 39 24'•9- G 46 46 46 46 LIVE 5.5 12'4' A 16'•11" C 31 31 32 26'-9' E 35 35 35 33'-9' E 38 38 38 9.5 3'•8• A T•I• D 31 31 31 31 W-10" F 39 39 39 39 24-4" G 46 46 46 46 6 11'-4" A 1T•10" D 31 31 32 26'4' E 36 36 36 32'•9" F 38 38 38 10 31-6" A 6'-9- D 31 31 31 31 14-4" F 39 39 39 39 23'-11' G 47 47 47 47 0.5 19-5" A IV-11" D 32 32 32 26-4' E 36 36 36 31%11" F 39 39 39 10.5 3'•4' A 6'-5' D 31 31 31 32 13'-10' F 40 40 0 4D 2W-V G 47 47 47 47 7 9'-8' A IV-I' D 32 32 32 2V-9' E 37 37 37 31'-2" F 40 40 4t1 11 3'•2" A 6'-1' D 31 31 31 32 13'S' F 49 40 0 40 2Y-r G 48 46 48 48 7.6 91•1" A 15'•4' D 32 32 32 24%2' E 37 37 37 30'-5' F 4D 40 40 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 1 010- 8 B'S' A 14-8' D 32 32 32 23-8' E 39 38 38 20-9" F 41 41 41 25 5 S'-9' A 12'-0' E 26 26 30 32 21'S' P 31 35 BS 8'-0" A 14-0' D 33 33 33 23-2" F 38 36 38 29-2• P 42 42 42 5.5 S'•2' A 17'-7' E 26 26 29 31 2g'4' 32 35 9 TS" A 13'S' D 33 33 33 ?Z-9" F 39 39 39 28'3' F 42 42 42 6 4'•9• A 10'-7' E 26 26 29 31 19'3' 32 34 9.5 7'-2' A 13-0' O 33 33 33 22'-2' F 39 39 39 28-Y F 43 43 43 6.5 4'-5• A 9'110• E 26 26 28 30 18'-4' F 32 32 3 34 to 6-9- A 12'b' D 33 33 33 2116' F 40 40 4D 2T•8' F 43 43 43 7 4'-1- A 9'-1' E 26 26 20 30 17'S' F 33 33 34 'Gj ,U�• '�►� 10.6 6'-5" A 1Y-1' D 33 33 33 20'-10' P 40 40 40 27-2" F 44 44 44 7.5 3'-10' A 8'•6- E 26 26 27 29 IV-9' F 33 33 (�'• m 11 6'-2• A W-r D 33 33 33 2D'4• F 40 40 40 26'•9' F 44 44 44 8 3-T A 81•0" E 26 26 27 29 16'-11 F 33 33 11.5 6-11" A 11'-1' D 33 33 33 19%91 F 4D 4D 40 261•5" F 44 44 44 8.5 34' A TS" E 26 26 27 29 15'•5' F 12 V-8* A 10'-7' D 33 33 33 19'4' F 41 41 41 26'-0' F 45 45 45 a 3-2" A 7'-1' E 26 26 27 29 14'-1 Or F A, 13 512" A 9'-10- D 33 33 33 184' F 41 41 41 25-4' F 46 46 46 9.5 3-0• A 6'•8" E 25 26 26 28 W-4" O 'y 3 * 4 :*!. 14 4%10' A 9'•1' D 33 33. 33 17'S' F 41 41 41 24'-9" F 46 46 46 10 2'-10' A 6'S' E 25 26 26 28 13'-11' ® PUT, 15 4'S' A 8-8" D 33 33 33 16'-9' F 42 42 42 24'-2' F 47 47 47 10.5 Y3' A 6'-1" E 28 26 27 29 34 11 Y•7' A 5'-10" 'E 26 26 27 29 10' 35 35 68139 fi�AiiF ' Ex . 130120V OCT 02 2013 ICC ESR1398(2012 IBC)9/2912013 Page 16 of 66 `� FO101CA �� JUN 02 2015 LATT1eE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA1 16 Ga VA"Steel C Beam(Detail 1-18) 12 Ga S K&'Steel C Beam(Detail L18) Double 12 Ga 31A8"Steel C(Detail LB) 16 Ga 3'k8"Steel C Beam(Detail L18) 12 Ga 3"x8"Steel C Beam(Detail 1 18)- Double 12 Ga&AS"Steel C(Detail LB TABLE 3.5 Ahecbedsln9le Freestanding or Attached Single Freestanding or. 8eehedSingie Freestanding or TABLE 3.5 Attaehetlsingle Freestanding or AaechedSingle Freestanding or ADedled Single Freestanding or Spen sheewre Multispan Units Span Shudure Multispan Units span struehue Multispan Units span Structure Multispan Units Span Structure Multispan Units span structure Muftis an Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAXITYPEod MPXPOSTLENGTH MAX MAX POST LENGTH GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST RECID POST MIN FOOTER w I tY I t5 POST 6 I 12' I 15' POST MIN Fo0T*R w I 1Y I IV SNOW WIDTH POST REO'D POST MIN ODT 6 I.'12' I 15 POST MIN 00 8` I 12' I W POST MIN 00 6 I 12' I Is- LOAD (FT) SPACING FOR SPACINGPOST SIZE CONSTRAINEDF00 SPACING CONSTRAINED FOOT SPACING PCST ,62E CONSTRAINED FOO LOAD (Fr) SPACINGFOR SPACIN POST SIZE CONSTRAINED FOOTER SPACING POST S2E CONSTRAINED FOO SPACIN POST SIZE CONSTRAINED FOOTE (PSF) ON SLAB SLAB (FT) TYPE 'd 'd 'd 'd (FT) 'd 'd 'd In TYPE d' 'd 'd -d- (PSF) ONSLA9 SLAB (FT) TYPE 'd 'd 'd' 'd (FT) TYPE 'd' 'd 'd 'd (FT) TYPE -d" -d- "d 'd (FT1 M) ON On) On) On) (in) M1 On) On) On) M) (FT) On) On) On) (in) M) M) On) On) On) On) M) Ml ISO MPH EXPOSURE C or 170 MPH EXPOSURE B 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 10 5 13-T A 20'-l' C 32 32 34 26.5" D 35 35 36 33'-3' E 38 35 30 3D 5 V-10' A 101-8' E 22 24 26 28 19'-4' F 27 27 30 32 25,r F 30 30 32 34 LIVE 5.5 174' A IV-1 I" C 33 33 33 25'-7' E 36 36 36 32'J' E 39 39 39 5.5 4'-4' A 9'-9' E 22 23 25 20 16'-Y F 28 28 29 31 25'-5' G 31 31 32 34 6 t1.4" A 11'-10' D 33 33 33 24'40' E 37 37 37 314' E 40 40 40 6 4'-V A w-11' E 22 23 26 27 1T-0' F 28 28 29 31 24-g' G 31 31 31 33 65 10=5' A 16.11' D 33 33 33 24'.2" E 37 37 37 301-61 F 40 40 40 6.5 3.81 A 8'-3" E 22 22 25 27 le-5' F 28 28 29 31 24'60" G 32 32 32 33 7 91-8' A 16'-1' D 33 33 33 25-7• E 38 36 38 29'-9' F 41 41 41 7 3-6' A T-8' E 22 22 25 27 151-e" F 28 28 29 30 23'S' G 33 33 33 33 7.5 9%1" A 15'4' D 34 34 34 23'-1' E 39 39 39 29'-1' F 42 42 42 7,5 T-Y A T-2" E 22 22 25 27 14LII* F 29 29 29 30 22'-11' G 33 33 33 33 8 V4" A W-8' D 34 34 34 22.6' E 39 39 39 2W.5'. F 42 42 42 8 3b' A e'-9' E 22 22 24 26 14'4' F 29 29 29• 30 W.S. G 34 34 34 34 0.5 V.0. A 14.0' 0 34 34 34 21'-9' E 39 39 39 .27-11' F 43 43 43 8.5 Z-10" A 64- E 22 22 24 25 13'-9' F 29 29 29 30 22'-0- G 34 34 34 34 a T-w A IY-6' D 34 34 34 21'-2' E 40 40 40 2T4' F 43 43 43 9 2'-8" A 6-0• E 22 22 24 26 '13'-W F 2g 29 29 30 21'-7' G 34 34 34 34 9.5 T-Y A 1$'-0' D 34 34 34 20'-7' F 4D 4D 40 26'-10' F 44 44 44 9.5 X-6' A 5'-e• E 22 22 24 25 1Z-V F 29 29 29 28 21'-Y G 35 35 35 35 10 6'-V A 12'-6' D 35 35 35 20'-W F 41 41 41 26-5' F 44 44 44 10 2'-S A 5.5' E 22 22 24 25 12'4' F 3D 30 3D so 20'-10' G 35 35 35 35 10.5 65" A 12'.1'' D 35 35 35 161w F 41 41 M 26-0' F 45 45 45 10.6 2'.1' A 5-2' E 22 22 25 27 1V-1V F 30 30 30 30 20'-0' G 35 36 36 36 11 6-Y A 1114, D 35 35 35 IV-11 F 41 41 41 2V-T F 45 45 45 NO MPH EXPOSURE C or 160 MPH EXPOSURES _ 11.5 5'-11' A 11-1' D 35 35 35 18-7' F 41 41 41 25'-2' F 46 48 46 .30 5 414V A 10'-8• E 25 25 29 31 19'4' F 30 30 32 34 26'.3" F 34 34 34 37 12 51-V 'A 10-T D 35 35 35 18-2" F 42 42 42 24-1V F 46 46 46 5,6 4-4- A 9'-9' E 25 25 28 30 18'-2' F 31 31 32 34 2VS' 6 34 34 34 36 13 5.2- A 9'.%W D 35 35 35 17-W F 42 42 42 24'-2- F 47 47 47 6 4'-0' A V-11' E 25 25 28 30 1T-3' F 31 31 31 M - 24'-S G 35 35 35 36 160 MPH EXPOSURE C or 160 MPH EXPOSURE B 6.5 3'-e' A 5'-3• E 25 25 27 29 IV-5' F 31 31 31 33 24'.W G 3s 36 36 36 10 5 IT-7' A IV-IV B 33 33 34 2718' D 37 37 37 71.11' E 39 39 39 7 3'-5' A T-0' E 25 25 27 29 is,6* F 32 32 32 33 23'.5" G 35 36 36 36 LIVE 5.5 12'4' A 1T--1D"' O 33 33 34 26'--9' E 38 38 38 3N-11' E 40 4D 40 7.5 T-2" A T-2- E 26 25 27 29 14'-11' F 32 32 32 33 2Y-11' G 37 37 37 37 6 114' A IV-11' C 34 34 34 26'-0' E 39 39 39 301-0' E 41 41 41 6 3'-0" A 6=9' E 25 25 26 20 144' F 32 32 32 32 W.5' G 37 37 37 37 6,5 t0'-5' A 16.2' D 34 34 34 254' E 40 4D 40 29'-2' E 42 42 42 8.5 Y-10' A 64• E 25 25 26 28 13'-9' F 32 32 32 32 22'-0" G 3g 38 35 36 7 'SW A 15.5' 0 34 34 34 24-9' E 40 4D 40 281-6' F 42 42 42 9 21-8" A S-0• E 25 25 26 28 d3'-3'.' F 33 33 33 33 21'-7' G 3g 38 38 3g 7.5 9'-Y "A 14-10' 0 35 35 35 24-2" E 41 41 41 2T-10' F 43 43 43 8 w4r A 14'-3' D 35 35 35 23.8' E 42 42 42 27.3' F 44 44 44 OVER. TABLE 32 TRIBUTARYWIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 8.5 8'-0" A 13'-9' D 35 35 35 2Y-Y F 42 42 42 2V-8' F 44 44 44 HAND PROJECTION OF SINGLE SPAN STUCTURES(FT) 9 T-6" A 13'-3' D 36 36 36 22'-9' F 43 43 43 26-2- F 45 45 45 8' 9' 70' 11' 17 13' 14' 16' 16 iT is, is, 20' 21' 2£ 9.5 7'-Y A 12-10' D 36 36 36 22'-2' F 43 43 43 25'-9' F 45. 45 45 0' w AIN w 5.5' 6 6.6 7' 7S' w 8.5 9' 9N 17 f0.5' 11' 10 6'-9'' A 12'-5' D 36 36 36 21'-0' F 43 43 43 ZV4' F 46 45 46 1' 4.5' w SS 6 6S T 7S 6' 8.5' w ON 10' 10.5 11' 1IN , 1015 C-5' A 12'-1' D 36 36 36 20'-10' F 44 44 44 2C-1V F 46 46 46 2' V SN 6' 6.5' 7' 7.5' 8' 8.5' w 9,5' 10, SOS' it, 11.5 12' 11 G-2- A 11'-7' D 36 36 36 20-3' F 44 44 44 24'-6" F 47 47 47 w 5.5' 6 6S' 7' 7.5' w 8S' 9' 9.5' 10' 106' 1t' I%.V 12' 125' 11.5 V-11' A 11'-1' D 36 36 36 194 F 44 44 44 244' F 47 47 47 4' 6 6N 7' 75' 1. 8.6 S. 9.5' lw 10.5, 11' 11.5' tY 12.5' 17 170 MPH EXPOSURE C, or 180 MPH EXPOSURE B 5' 6.5' T 7.5. w BS 9' 9.51 IV 10.5' it" t1,5 12' 12S' 13' 13S - _ 10 5 131-7' A 1T-6' B 33 33 35 24.3' D 37 37 37 30.7' E 40 40 4D LIVE 5.6 IZ4' A 16-7' B 34 34 34 231-6' D 38 35 38 29'-W E 41 41' 41 TABLE 3.3 Post Requirements TABLE 3.4 Post Requirements for 6 11'4" A IV-9* C 34 34 34 '22'-10• D 39 39 39 28'-10" E 42 42 42 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures 6.5 10'-V A 15'-0' C 35 35 35 21-11' E 39 30 39 28'-1- E 43 43 43 Post Description Max POSI Detail Post Description Me ' um Max POST $"7 91 A 14'4' C 35 35 35 21'V E 40 40 40 2T4' E 43 43 43 Hgt Code F otin Heigh Code Detail# 7.6 9'-1" A 13%9' C 35 as 35 20'4' .E 40 4D 40 26-9" F 44 44 44 0.042"xT'KB"Aluminum Post 10' B L7 0.041'k04!'Sleet Clover d= 2 " 9' B L11 8 614;' A t3-Y D 36 36 36 191-8' E 41 41 41 26-Y F 45 4s 45 0.024"x3'k3"Poslwith Side plat, 11' B L24 0.041'k31x3'Steel Clover d= 21" 8' B Lll 8.5 6'-V A 12'-9' D 36 36 35 19'-1' E 41 4t 41 W.B. F 45 45 45 Clover 0,030 k3'k3"Alum 11' G Ll l 3116"x3"x3"Steel Square d= 3 ' 12' C L21 9 T-6' A 12'-3' D 36 36 36 IV- E 41 41 41 25.2' F 46 45 46 Clover0.040"xTIAW Alum 11' D 1-1131lV!x3"x3"Steel 5 uare d= 3 ' 8' F L21 9.5 T-Y A IV-10' D 36 36 36 18'-0' E 42 42 42 24-9' F 46 46 46 Colonial 0,062"Extruded 17 E AE I 3H 6"7Cd"x3"Steel$ Uare d= 31 -F L21 16 e'-9" A 11'-6' D 37 37 37 17'-0' E 42 42 42 24J' F 47 47 47 0,04l'k3'k3"Steel Clover 11' F U 1 3(16'k3"x3"Steel uar d= 3 12' E L21 106 V-6' A IV 1' D 37 37 37 17'-Y E 43 43 43 2Y.1,1' F 48 48 48 D.04l'k3'k3"Steel Clover '8' G L11 3116'k4"X4"Steel Uar d= 41 1$' G L21 11 6'-2' A ,W-9" D .37 37' 37 161-V E 43 43 43 231-6' F � 48 40 48 3116"xV'K3"Steel Square is- L21 L21 3f16"x5"x5"Steel S e d= 46 15' 1� L21 - ' 11.6 5'-11' A 10.6• 0 37 37 37 16-w E 43 43 43 23-2' F 49 49 49 3116"x3'k3"Steel Square 12' 1 L21 12 5-8' A ID-2• b 37 37 31 15,It" E 43 43 43 2T-10' F 49 49 49 3/l6'x4'k4"Steel Square lb- J L21 _ GENERAL INSTRUCTIONS FOR THESE TABLES 311 XVx K5"Steel Square 16 K L21 $LONAL�jyC� Q�pgfc5$Ipjk 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amertmax Exterior Home Products 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 28921 US Hwy 74. U (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland,CA 92585 \ �$ ,39 U USE 20PSFMIN) 10.USE THE APPROPRIATE DETAILS(1-1-1-29). DETAILS MAY REQUIRE POST TO UPGRADED. r 4.CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS 11.ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISCS Cad Putnam,P.E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place 6/3012017 { 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cadputnam@comcast.nel 6.CHOOSE A HEADER FROM TABLE 3.6 THAT HAS ADEQUATE SLAB 9.FOLLOW 9.11 FROM ABOVE �1� 01 14 0 7.USE THPOST SPACING.E APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5 SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES -4pF 1`C JUN 02 015 OCT 02 2013 ICC ESR1398(2012 IBC)9129/2013 Page 17 of 66 LATTICE SEE TABLE 7.6 FOR L-1.92'FOR 2'X 6 1/2'WFrM y�3" " © 5"XIS, e3'B a/c $� AL F REQUIRED FASTENERS L•7.92'FOR 3'X 8'RAFIFRS I 2 2'x2• 114' o/c ti5 NGj 3'x3' 1!6' o/c DETAIL L4 D!8'IRI 21X3' e5' o/c Q Q. C 6 9 TWO #8 SMS EACH SIDE LATTICE THREE #8 SMS EACH SIDE FOR .o 24 0. ','� t=0 3105 H24 EXR 61301 3XB RAFTERS IN 25 PSF 0.0 1, ALUM ALLOY * '� GROUND SNOW LOADS OR 140 � °D 0.040' MPH WIND AREAS 'r JUN 02 2015 9TF fiCAL\F9Ei 1 1/2'FOR 2 X RAPIERS co ! .2 3/4'FOR 3 X RAPIERS (6%3-T5 NAY.ALLOY. T=0.0781 AMC L©RAFTER HANGER #8 SCREWS W/ 0 WA S SCREWS LONG AN TTICE HEIGHT OL1 HEADER ©RAFTER SIDEPLATES L4 POST/RAFTER/LATTICE TUBE L6 LATTICE TO do(3004-H34 ALUM. ALLOY) (3004-H34 ALUM. ALLOY) O(300/-H34 ALUM. ALLOY) O RAFTER CONN. 1/4• BOLTS ASTM A307 SEE BELOW FOR QUANTITY _ t•� FOUR #8 SMS RAFTER LAME DOUBLE OR SINGLE HEADER TO CONTINUOUS 2"x8'OR 2x8" LUM. RAFTER o 0 3'XB' STEEL C CONNECTION DOUGLAS FIR LEDGER OR � •M1k o 0 BEAM: BOLT LAYOUT FOR ®r* % BRACKETS PROVIDE SIMPSON STRONG o o NON-SPLICED ANDJ. 6063T6 TIE MSTA36(ICC ESR 2105)AT ATTACHMENT TABLE ALUM ALLOY SPLICE LOCATIONW FOR ti t=0.060' COVER W/0.019'ALUMINUM0.72I---iS6--I0.72 DETAIL LiEDULE `L% L9 1/4' LAG SCREW OR --{ 0.93 I-- tieq•d BRACKET USED WY\2'X 6 1/2'RAPIERS BRACKET USED W/ 3'x8' #14 SCREW W/ 2.5' AND 3'x3' RAFTERS EMBED INTp WOOD 0.72 STEEL Beam #oF Allowable Tn'b Width STUD SEE TABLE 2_ POST type 1i4"bolts Wind No.of#8 Screw s 7.5 COLUMN ANC/ SIDE T� All C Beams"On Slab` 4 Speed i(in) . Header 2 3 4 5 FOR QUANTITY 3.)0 DOUBLE AUHd. 0.93 1.56 116 mph 0.040 Double 2x6 11' 1S EMNG RAPIER 0.28 16G Steel'3X8 1 4 ExpC 0.042 0.042°x3'x8° s' 9' 12' 15' HEADERS USE �� 120 Steel 3X8 8 0.042 Doubie3x8 12' 15' ONE BRACKET RAFTER 0.37 HANGER Double 120 Steel 3X8 1 8 140 mpn o.040 Double 2x6 T IT 15' PER HEADER 2-�14 X 1 (DETAIL L7) 0.72 Exp C 0.042 0.042'xT'x8" V 7' 9' 12' FACFf SIDE --I�+0.17 P'A' 0.042 Double 3x6 9' 14' IF L10 TERNATE RAFTER TO WALL CONN. ALUM RAFTERS #14 Screws t = 0.030' ALUM 170 mph 0.040 Double 2x6 8' 12' 15' = 0.040' ALUM Exp C 0.042 0,042"x3"x8' 4' 6' 8'_ 11' = 0.041 STEEL 0.042 Double US 8' IV IF STUD 2.5 #4 SCREWS SCREWS, E Sn� "PENETRATION INTO WALL 1•-� 3 ALTERNATE POST 140 mph 16G mn 8"Steel C 15, STUD W/ MIN SG a0.5 3105 H25 ALUM. ALLOY OR DOUBLE HEADERExp C 180 irin Doubts Steei C 15' ( 0.040'X2'X6.625' 170 mph 16G mn 8"Steel C 11' 15' A-653 Fy=40 KSI STEEL) DR D.042'X3'X8' Exp C i6G min Double Steel C i5' o STEEL POSMIN 3' X 8' ALUMRAFTER BRACKET FOUR #14 3•x 3•METAL POST DETAIL L7 L12 EACH SIDE DETAIL 1_25 SEE GENERAL NOTE #19 AND a �pFESSIp Uaff 1114 SW LATTICE NOTE #3 0 UNITS MUST COMFY WITH �� L13 TABLES L1 AND L2 ON SHEET 3 X a' ALUM HEADER �.. Cam. O O TVO 3/8'xY EN8E1lNENNT 2 NDTEi SEE SHEET MISC5a DR MISCSb O O R V VZ 1'0.EW M5 FOR MOMENT CONNECTION SPECS POST`ALTERNATIVE FOR MAX WIND SPEED L15 SLAB ATTACHMENT ONLYIS 115 8 LAS FIR EXPOSURE # Amermax2.13121 US Hwy74 DER• LOUR Romoland CA 9258 J31ST Sit HEADER #14 SHEET METAL SCREW � \� EXTERIOR T E R I O R HOME M S PRODUCTS a D U C T S + ATTACHED STRUCTURE POST SEE GENERAL 7 vft -- rim- CA�,FpR� TO DECK FLOOR JOIST NOTE #23 MAXIMUM WIND CONDITION IS BEJ/CP 170 MPH EXPOSURE C OCT 02 2093 ICC ESR1398(2012 IBC)9/29/2013 Page 18 of 66 NTS om Ratio arts & ial Lattice Details For �atia & Commercial Lattice Structures Engineer's Stamp r. = LT01-2012 1 of 4 L16 3/8' BOLTS W/ V DIA. 20 GAASTM A653 GRADE 33 STEEL BRACKET L iveiSrtow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS"L" X 3/32' THK. STL. WASHER FOUR 48 WOOD SCREWS INTO RAFTER AND Solid Cover Wind SIZE, SAVE OVERHANG TO 8' STEEL 'C' BEAM 2X FASCIA (24"a/c) 6-' 1z'- Is" 24•' so.. 5.5" SEE TABLE 7.4 COLUMN 'N' ONE FOR QUANTITY p PER RAFTER 10 pst 2x4 25-0' 20=9' i2'0' T-1" 3'-8' Lattica-135 Exp C 2x6 25'-0' 25'-7 26-0' 23-10" 17'-l' o RAFTER ROOF COVERING IS A MAXIMUM 2x8 25'-0' 25'-0 25'-0' 25'-0' 25'-0' 1.575' 2.843' FOR #14 SELF DRILLING „ „ OF 3 PSF HEAVIER ROOF COVERING 10 psf 2x4 25'-0' 1913" 111-6" T-1' 3=8" SCREWS SEE TABLE 7.4 DETAIL A SHALL REQUIRE ADDITIONAL Lattice=140 Exp C 2x6 25'4 25'-0• 25'-V 22'-0' IV-7' COLUMN 'L'. 2X DF WOOD ENGINEERING ANALYSIS I 2x8 25'-0' 25'-V 25'-0' 250' 25'-0' 0.097" FASCIA 20 psf 2X4 19'-0' 10•-3' 5-10" 3'11- 1=s" 2 is WOOD FRAMING Lattice=170 Exp C 2X6 I", 19'-0' 1T-1" IT-9" V-4" ALTERNATE 3' SQ POST CONNECTOR DETAL DOUGLAS FIR-LARCH zx8 ts'-0' i8'-0 17-V 1s'-0' 16-9- ®R�kR #2 OR 25 psf 2x4 18'-0' 11-3- 6-0" T-6- 1'-9" —•—T- BRACKET (6063T6 ALUM) Lattice=170 Exp C 2x6 18'-0' 181-7 iv-7 12'-101 9'-11 2.25" 1.0" IF DETAIL L29 IS NOT USED ATTACH SEE 13ENERAL NOTE*23 ANGER 2x8 1E-0' 18'-a 181-W 18'-0' 18'-0' 0.019'ALUM OR 0.035' 30 psf 2x4 1T-0' 9'-2- 5-1" 2'$ 0'-0" SIDE PLATES AS PER DETAIL L26 VINYL COVER _ L17 0.750" Lattice=170 Exp C 2x6 171-0' 17.9 15'-3" IV-4" T-I' 1 1/2' 2x8 IT-0' 1T V 17'-0' 17'-0' 14'-W o91--I 3/8' BOLTS SEE TABLE 7.3 COLUMN 'H' L F' 40 psf 2x4 14'LO V-7^ 3a" 0'-0' 01-T FOR QUANTITY SIX TAKE 7.6 FOR MA7CIMUM Lattice=170 Exp C 2x6 14•-0' 14-0' 111-0" 7-2^ 4'-r ALUMINUM FOR FASM*R 0.041x3'x3' OR #14 SELF DRILLING SCREWS RAFTER SCHEDUov�iULE R 2x8 t4-O. 14•-0' 1,a, 14•-0' 10•�- STEEL POST SEE TABLE 7.3 COLUMN `G' ® so psf 2x4 9'-0' 4'-0• o a" o'-0^ o'-o^ FUR QUANTITY ALTERNATE EAVE ATTACHMENT Lattice=170 Exp C 2xs 9'-0' s o s-s^ 4'-0° z'-1^ zxa 9'-0' a-0' 9'-0' a'6- 5-10- HEADER ZXE MUST BE 1 9 HEADER SPLICE DETAIL 2-t1S SMS o o CEIMF U ON POST 2.5" EACH$� t. 3'X 8'HFAIDE R o 0^875" 3'X8' 12 (t=0.105') OR 0� AL FN 16 GAUGE <t=0.059') 2-2* wssi�2 S� ,X 3" ohs U STEEL C BEAM WLUIIN POST 0.D42'x3'x81 BOX Fy= 50 KSI BEAM WRAP 7.75" Seal with permanently C'68 DETAIL Ll 01/4' Lag aterproof P.6l30l2 7 CONTINUOUS 2"x6"DOUGLAS FIR LEDGER L1 i3 �! MSTA36 CC E ROR PROVIDE P210)ATSON SPLICE PL CEONG IE d'/ F IVIL o P EXISTING DF �9T fi AGIF FRAMED WALL COVER W10.019'ALUMINUM 12 and 16 GA 3'x8' STEEL C BEAM SEE GENERAL NOTEi#23 UN 0 20 5 W/ 0.042'X3'X8' ALUM WRAP Screw 3'-6' ATTACH LATTICE COVER 3.5' MIN AS PER L7 Completely Seal with �gFSS1C permanently fiexlble & 3•-6• waterproof sealant y C 2.5' MIN PENETRATION t11 LZ1 INTO WOOD FRAMING 1'00,m1n L22 STUCCO ATTACHMENT DErNL W/ MIN SG = 0.5 WITH LEDGER BOARD 3', 4', 5' OR 6' ASTM A500 Synthetic Stucco or * * Amerimax 28921 US Hwy74 GRADE B STEEL POST other non—structural covering C \P E X T E R I O R H O M E P R 0 0 U C T S Romoland,CA 92681 SEE GENERAL NOTE #9 FOR C1• maw thlck> CAUFQ� Sheathing OWN BEJ/CP CORROSION PROTECTION SEE ALLOWABLE DISTANCE TO FIRST OCT 02 2013 Component Parts & Connection Details ROW OF POSTS IN TABLE 7.7 NTS For Patio & Commercial Lattice Structures ICC ESR1398(2012 IBC)9/29/201 Page 19 of 66 Engineers Stamp LT02-2012 2 of 4 2" 2" " „ 4-8 # 14 SMS FOUR #14 SMS EACH SIDE FOR 140 MPH EXP 0.0442"WxEl" A EACH SIDE C SLAB ATTACHMENT AND UP TO d=26' HEADER SEE NOTE FOOTING, 1 MIN 0.024' 0.02,V 0.024" ~ g" OR 1/2 '0 GALVANIZED OR STAINLESS STEEL HD_TI KWIK BOLT TZ CONCRETE ,r ANCHOR (ICC ESR 1917) W/ 2' EMBED AND 1'0 WASHER OR EQUIVALENT 31x8" HEADER CONNECTION 2'X6' SIDEPLATES SEE SEE NOTE FOR DIMENSIONS NOTE FOR THICKNESS " 3'X 3" 2"X 6.625" 'A' AND 'B• L26 REQUIREMENT 6 5/8" SEE 3' 6 5/8" L2� Z9� POST ISIDEPI-A7ES DETAIL ALUM. FOOTING �. T 0 2015 ALUMINUM BRACKET FOR CONNECTING I BRACKET POST TO FOOTING OR 4' SLAB FOUR- D S 3' (6063-T6 ALUM ALLOY) EACH SIDE,, SP SINGLE.SPAN ATTACHED UNITS ONLY . ,-va.;:; -�►- REQUIRES SIDEPLATES AS SH13WN IN �'•''•• :• DETAIL L26 SLAB OR FOOT NG NOTEt SEE SHEET MISC5o. ' C 6813 zSQUARE COLUMN 3"x3" ALUMINUM RAFTER MOMENT CONNECTIONOR MISC5b FOR ON * s13a12a1 ALTERNATE 1.5 (3004—H34 ALUM. ALLOY) 3'X3' 4L L30 14 SMS WITH SIDEPLATES s� CtVl TWO #10 OR l- �Q- L24 2' x 6,5' SIDEPLATES RAFTER # MAXIMUM FOOTING FOR T S 9TF U (3004-H34 ALUM, ALLOY) ATTACHMENT LATTICE HEADER DETAIL IS d=26' Lattice or Live MAX"L"FOR TOP' SHEET M8 FO SjPaneli TOP MOUNT BRACKET REQUIRED SLAB 0.042"x3'x8" HEADER Load Wind Speed OR SIDE MOUNT STEEL POST Alum. Bracke ••0.21' STEEL Fy = 33 ksi (Psi) and Exposure 16"o!c 2-Vole , , FOR CONSTRAINED (t = 0.06 BRACKET IS-1.094' WIDE 3/8 X 9 STEEL FOOTINGS DETAIL L 8" 10 130 mph Exp B 23'-s" 15'-10" REBAR EMBEDDED A7 140 mph Exp B W-7" 15'-1" 'B' DEPTH 4 D D P ' L 17 ' 115 mph Exp C 23'-9" 15'-10^ Q p Lattice or Alum, Bracket g SMS 8' �LOW Baum 0oip nr) 130 mph Ex C 18'40" W-V � Solid Panels6" MIN. (0.060') ALUM SM� Non:#23 p p d < 33' B = 9' 1• B RAFTER Nuxa�x 114SIX OWWO 140 mph Exp C ia'-a" 10'-10" d < 38' B = 12' p D114RU'w(m 20 14OmphExpC 12--V e'•3° d < 46' B = 18'#8 SMS �NM'6 NOT ALLOWED IN SNOW LOAD AREAS d < 51' B = 24'3.x B Header #23' x e' Header (0,042') L zx SEE GENERAL NOTE #9 FOR 3" D P. d• (0A4p• x 6• Slde Plate ATTACH PERCORROSION PROTECTION FOUR F MIN TABLE 7.5 EACH HEAD #14 SMS V WN GAP BETWEEN EXISTING SAVE p d LEDGER AND ROOF FOR 3' x 8' Header 4t WOOD FRAMING ODNCREIE FOOMNG (0.042') DRAINAGE ALUM 3'x3" POST " ". ALL HOUSE PENETRATIONS RAFTER pFS$Ip L2 9 '— d 3 x3 POST MUST BE COMPLETELY AND >�'14X1.5" SCREWS Qf�L . PERMANENTLY SEALED 6 PEACES •PU 2x6.5' SIDEPLATE �'�`"_ y COLUMN TO FOOTING CONNECTION DETAIL 1. I 0.125'x1.5'x1.5" STEEL • 6% FREESTANDING OR ATTACHED STRUCTURE (Fy=33 KSI) "I.' BRACKET c9 fi 2" SPACING -r S BETWEEN SCREWS IDE MO N B C ET Amerimax2., ..wy*74ALTERNATIVE SPLICE FOR ATTACHED UNITS • *' u EAVE ATTACHMENT Ol �� EXTERIOR HOME PRODUCTS Romoland,CA 9258I MAXIMUM FOOTING SIZE IS d=26 EAVE OVERHANG AND / " CRC' 'L' MUST ALSO COMPLY CA`'1F WITH DETAIL L17 LEDGER BOARD 6EJ�CP 1CC ESR1398(2012 IBC)9/29/2013 Page 20 of 66 OCT 02 201 NTS om onent arts & ial Lattice eruct For �otio & Commercial Lattice Structures Engineer's Stomp MEV.LT03-2012 3 of 4 ALUMINUM STUB . P❑ST 0,040" MIN THICKNESS ALUM RAFTER 2"X6.625" ALUM RAFTERS USE - FTWO #14 SMS FOR 10 PSF/115 MPH EXP C FOUR #14 SMS FOR ALL OTHERS 3"X8" RAFTERS USE cl—II FOUR #14 SMS FOR 10 PSF/115 MPH EXP C ° MATCH RAFTER SCREWS FIVE #14 SMS FOR ALL OTHER LOADS ° I DOUBLE HEADER ALL SCREWS REQUIREMENTS ARE PER RAFTER I Rij SEE DETAIL L32 I MATCH RAFTER SCREWS 7ALUMINUM ° TUB POST LUM RAFTER t= 0,040" i 7v 02 2015 LA ON EjyG� UNDERHUNG DOUBLE RAFTERS $ L32 DOUBLE RAFTERS * Ixp 012011 qP CI i1. �aFl ss�o OFC ��Fo � m meri ax- 28921 US Hwy 74 Cl �1Q' EXTERIOR HOME PRODUCTS Romoland,CA 92585 CAi. DOW Or I ` CP m OCT 02 2013 NTS Co onent arts & Connection Details ICC ESFt1398(201218C)9/29l2013 Page 21 of 66 For �atio & Commercial Lattice Structures Engineer's Stamp ,--, -- jurial. - j Uiv UZ zu15 1' �pMAL SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 2.5"x6"Su er Six{Single S an Detail.N3,A 3.5"x12"Super t2{Single Span)Detail D 2.5"x 12"Mark X(Single S an)Detail B 2"x6"Flat Panel{Single Span)Detail N2,C Q P I . 9� O: . FU Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground cts ro Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure m i oma j ct► Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C now Load Gauge Exposure B Exposure C ` "89 1 (pso (in) 110 115 110 115 (psl) (in 110 115 110 115 (psf) (in) 110 1115 110 115 {ps in 110 1 115 1 110 115 } .o ola 10 0.018 12'-8" 1T-1" 10'-8" 8'-3" 10 0.016 12'-4" 1V-10" 10'-11" IV-11" 10 0.018 8'-2" 7'-10" W-11" 6'-7" 10 0.018 1V-3" 10'-9" 9'-0" 8'-&' LIVE 0.024 15'-6" 14'-9" 131-3" '12'-8" LIVE 0.024 14'-0" 13'-5" 12'4' 12'-4" LIVE 0.024 12'-2" 1V-9" IV-10" 10'-8" LIVE 0.024 12'-11" 12'-7" IV-11" 1V-11" r to 0.032 1T-0" 16'-6" 15'-8" 15'-T' 0.032 16'-5" 15'-9" 14'-6" 14'-6" 0.032 13'-4" 12'-11" 12'-3" 12,-3" 0.032 14'-2" 13,-9" 13'-1„ IVA" 0.036 IT-8" 17'-2" 16'-3" 16'3" 0.036 1V-7" IV-10" 15'-6" 15'-6" 0.036 13'-10" 1IT-5" 12'-9" 12'-9" 0.036 14'-9" 14'-4" 13'-7" 13'-7" n C( �t�t 20 0.018 10'-6" 9'4' V-11" 8'-3" 20 0.018 8'-3" T-10" 7'-1" V-9" 20 0.018 7'-1" V-10" V-6" 6'-5" 20 0.018 V-6" 8'-3" 7'-10" 7'-8" { 4)3 CAL �. Cl1LlF LIVE 0.024 12'-9" 12'4' 12'-0" 11'-8" LIVE 0.024 1 V-6" 11'-2" 1 V-10" 10'4' LIVE 0,024 9'-3" 9'-0" 8'-7" 8'-4" LIVE 0.024 1 V-3" 10'-10" 10'-1" 9'-4" ca utnam omca 0.032 14'-11" 14'-8" 14'4" 14'-1" 0.032 13'-6" 13'-1" 12'-9" 12'4' 0.032 11,-8" 1 V-5" 11'-3" I V-0" 0,032 12'-6" 12'-3" 12'-0" 11'-9" CT 02 2013 0.036 15'4" 15'3" 14'-11" 14'-8" 0.036 1 14'-6" 14'-0" 1 1V-7" 13'-3" 0,036 12'-2" 1V-11" 11'-8" 1V-5" 0.036 12'-11" 12'-8" 12'-5" 12'-V' MAX[I MA L O A LE ARY TH AND#10 SCREWS 25 6018 10'-6" 9'4" 8'-11" 8'4" 25 0.018 8'-3" 7'-10. T-1" 6'-9" 25 0.018 7'-1" V-10" V-6" 6'-5" 25 0.018 8%6 11 T-10" T-8" FOR PA EA E COMBINA S Table 4.9 0.024 12'-9" 12'-4" 1 V-8" 1 V-8" 0.024 1 V-2" 11'-2" 10'-6" 10'-6" 0.024 9'-3" V-0" V-7" 8'-4" 0,024 10'-10" 1 V-10" V-6" 9'-4" Pane #of#10 screws PER FOOT to attach anal to header 0:032 14'-11" 14'-8" 14'-1" 14'-1" 0.032 13'-1" 13'-1" 12'-4" 12'-4" 0.032 11'-5" 11'-5" 11'-0" 11'-0" 0.032 12'-3" 12'-3" 1V-9" 11'-9" Headers Gaug 1 2 3 2 3 4 2 r 3 I 4 6 0.036 15'-6" 15'-3" 14'-6" 14'-8" 0.036 14'-0" 14'-0" 13'-3" 13'-3" 0.036 11'-11" 11'-11" 11'-5" 11'-5" 0.036 12'-8" 12'-8" 174' 12'-3" (in) 115 mph Exp B 115 mph Exp C 140 mph Exp C 30 0.018 9'-1" 8'-11" 8'-6" 8'-3" 30 0.018 7'-5" 7'-1" 6'-6" 6'4" 30 0.018 V-8" 6'-6" 6'-3" 6'-1" 30 0.018 V-0" T-10" T-6" T-4" Dble 2x6.625 0.018 3' 6' 9' 4' 7' 9' V 4' 6' MAX 0.024 1 V-8" 1 V-8" 1 V-1" 11'-1" 0.024 10'-6" 10'-B" 9'4" 9'4" 0.024 V-9" 8'-7" 8'-2" 8'-0" 0.024 V-9" 9'-6" V-1" V-11" RF Fascia 0.018 3' 6' MAX 4' MAX MAX 3' MAX MAX MAX 0.032 14'-1" 14'-1" 13'-7" i V-7" 0.032 12'-4" 12'-4" 1 V-9" 1 V-9" 0.032 11'-0" 11'-0" 10'-8" 10'-8" 0.032 1 V-9" 1 V-9" 110-4" 111-4" 3x8 0.018 3' 6' 9' 4' 7' 9' V 4' 6' MAX 0.036 14'-8" 14'-8" 14'-2" 14'-2" 0.036 13'-3" 13=3" 12'-7" 12'-7" 0.036 1V-5" 11'-5" 11'-1" 11'-1" 0.036 12'-3" 12--3" 11'-10" 11'-10" All Others 0.018 3' 6' 9' 4' 7' 9' 3' 4' 6' MAX 40 0.018 8'-4" 8'-2" 7'-10" T-9" 40 0.018 V-3" 6'-0" 5'-6" 5'-4" 40 0.018 6'-1" 6'-0" V-9" 5'-8" 40 0.018 T-4" T-2" 6'-11" V-10" Dble 2x6.625 0.024 4' 8' 12' 6' 9' 12' 4' B' 8' MAX 0.024 t0'-7" 11V-7" V-6" 9'4' 0.024 9'-2" V-11" 8'-7" 8'-5" 0.024 8'-0" 7'-10" T-7" 7'-5" 0.024 8'-11" V-9" V-5" 8'-3" RF Fascia 0.024 4' MAX MAX 6' MAX MAX 4' MAX MAX MAX 0.032 13'-0" 13'-0" 12'-5" 12'-5" 0.032 11'-3" 11'-3" 10'-9" 10'-9" 0.032 9'-1 i" 9'-8" 9'-4" 9'-2" 0.032 11'-0" 11'-0" 10'-9" 10'-9" 3x8 0.024 4' 8' 12' 6' 9' 12' 4' 6' 8' MAX 0.036 13'-9" 13'-9" 13'-3" 13'-3" 0.036 12'-0" 12'-0" 11'-6" 11'-6" 0.036 10'-7" 10'-7" 9'-7" 9'-5" 0.036 11'-5" 11'-5" t i'-2" 11'-2" All Others 0.024 4' B' 12' 6' 9' 12' 4' fi' 8' MAX 60 0.018 T-3" 0'-0" 0'-0" 0.4. 60 0.018 0'-0" 0'-0" V-0" V-0" 60 0.018 VA" V-0" V-0" V4' 60 0.018 6'-4" V-0" 0'-0" 0'-0" Dble 2x6.625 0.032 4' 9' 13' 6' 10' 13' 4' 6' 9' 13' 0.024 V-9" V-0" V-0" V-0" 0.024 'r-5" U-0" V-0" V-0" 0.024 V-11" V-0" 0'-0" V-0" 0.024 T-9" V-0" 0-4- 0'-0" RF Fascia 0.032 5' MAX MAX 7' MAX MAX 5' MAX MAX M 0,032 10'-10" 10'-10" 10'-10" 1V-10" 0.032 9'4" V-0" V-0" V-0" 0,032 8'-7" V-0" V-0" V-0" 0.032 V-6" V-0" V-0" V-0" 3x8 0.032 6' 11' MAX 8' 12' MAX 5' 8' 11' MAX 0.036 11'-0" 11'-6" 11'-6" 11'-6" 0.036 10'-0" V-0" 0'-0" 0'-0" 0.036 8'-10" V-0" 0'-01, 0'-0" 0.036 10.-1" 10'-1" 0'-0" 0'-0., All Others 0.032 6' 11' MAX 8' 12' MAX 5' 8' 11' MAX TABLE 4.1 TABLE 4.2 TABLE 4.3 TABLE 4.4 Dble 2x6.625 0.036 4' 9' 13' 6' 10' 13' 4' 6' 9' 13' SINGLE SPAN TABLES NOTE:PANELS MAY OVERHANG 26%OF THEIR CLEARSPAN RF Fascia 0.036 5' MAX MAX 7' MAX MAX 5' 7' MAX MAX 2.5"x6"Su er Six(Multispan)Detail N3,A 3.5"x12"Super 12(Multispan)Detail D 2.5"x 12"Mark X(Multispan)Detail B 2"x6"Flat Panel(Multispan)Detail N2,C 3x8 0.036 6' 12' MAX 8' 1V MAX 6' 8' 11' MAX Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground I Panel Wind Speed and Exposure All Others 0.036 6' 11 12' MAX 9' 13, MAX 6' 9' 12' MAX Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C (psfl (in) 110 115 110 115 ( sf) (in) 110 1 115 110 115 (pst) in 110 115 110 115 ( s in) 110 1 115 1 110 115 'MAX'means the maximum possible tributary width 10 0.018 10'-1" 9'-8" 8'-11" 8'-11" 10 0.018 V-1" 7'-6" 6'-6" 6'-6" 10 0.018 8'-0" 7'-7" 6'-11" 6'-11" 10 0.018 11'-31, 10'-9" 9'-11" 9'-11" Minimum number of screws is on per panel LIVE 0.024 12'-6" 11'-11" 1V-0" IV-0" LIVE 0.024 1V-0" 10'-4" T-1" 9'4" LIVE 0.024 10'-6" 10'-0" 9'-3" 9'4" LIVE .0.024 12'-11" 12'-7" 1V-11" 1V-11" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14SCREWS 0.032 15'-3" 14'-7" 13'-5" 13'-5" 0.032 1V-2" 14'-3" 12'-10" 12'-10" 0.032 13'-1" 12'-6" 11'4" 11'.6" 0.032 14'-2" 13'-9" 13'-1" 1T-1" FOR PANEUHEADER COMBINATIONS Table 4.10 0.036 1 18'-7" 15-10" 14'-B" 14'-8" 0.036 16'-11" 16'-0" 14'-5" 14'-5". 0.036 13'-5" 12'-10" 11'-10" 11'-1 V' 0.036 14'-9" 14'-4" 13'-7" 13'-7" Panel#of#14 screws PER FOOT to attach panel to header 20 0.018 8'-3" V-0" 7'4" 7'-6" 20 0.018 V-9" V-5" 5'-2" 4'-1" 20 0.018 6'-5" 6'-3" 6'-0" 5'-10" 20 0.018 9'-3" 9-0" 8'-8" 8'-6" Headers Gauge 1 I 2 f 3 1 2 3 1 I 2 1 3 1 4 LIVE 0.024 10'-3" V-11" 9'-8" 9'4" LIVE 0.024 8'-2" 7'-9" 7'-5" 7'4" LIVE 0.024 8'-7" 11 8'-0" 7'4" LIVE 0.024 1 V-3" 10'-10" 10'-7" 10'-3" (in) 115 mph Exp B 115 mph Exp C 140 mph Exp C 0.032 12'-7" 12'-2" 11'-10" 11'-6" 0.032 11'-8" 11'-2" 10'-9" 10'-4" 0.032 10'-9" i0'-4" IVA" V-9" 0.032 12''13" 12'-3" 12'.0" 11'-9" Dble 2x6.625 0,018 4' 1 8' 12' V 6' 8' 2' 4' V 8' 0.038 1V-8" 13'4" 12'-10" 12'-6" 0.036 1V-3" 12'-8"j 12'-Z' 1 11'-9" 0.036 1 11'4" 10'-8" 1V-4" 10.4. 0.036 12'-11" 12'-8" 12'-5" 12'-3"1 RF Fascia 0.018 4' MAX MAX V MAX MAX 2' 4' MAX MAX 25 0.018 V-0" 8'-0" 7'-6" 7'-6" 25 0.018 V-5" 5'-5" 4'-3" 4'-1" 25 0.018 6'-3" 6`-3" V-10" V-10" 25 0.018 9'-0" V-0" V-6" V-6" 3x8 0.018 4' 8' 12' 3' 6' 8' 2' 4' 6' 8' 0.024 V-11" 9'-11" 9'4- 9'-4" 0.024 7'-9" 7'-9" 7'-1" 7'4" 0.024 V-3" 8'-3" T-9" 7'-9" 0.024 1V-10" 1V-10" 10'-3" 10'-3" All Othersi 0.018 4' 8' 12' 3' 6' 8' 2' 4' 6' 8' 0.032 12'-2" 12'-2" 11'-6" 11'-6" 0.032 1 V-2" 11'-2" 101-4" 101-4" 0.032 10'4' IVA" 9'-9" 9'4" 0.032 174" 12'-3" 1 T-9" 1 V-9" Dble 2x6.625 0.024 5' 10' MAX 4' 7' 11' V 6' V 10' 0.036 13'-3" 13'-3" 12'-6" 12'-6" 0.036 12'-8" 12'-8" 1V-9" 11'-9" 0.036 10'-8" 10'-8" 10'-1" 10'-1" 0.036 12'-8" 12'-B" 12'-3" 12'3" RF Fascia 0.024 5' MAX MAX 4' MAX MAX 3' 5' MAX MAX 30 0.018 V-6" T-6" 7'-2" T-2" 30 0.018 4'-6" 4'3" V-11" V-9" 30 0.018 V-10" V-10" 5'-6" V-6" 30 0.018 8'-6" 8'-6" 8'-0" 8'-0" 3x8 0.024 5' 10' MAX 4' 7' 11' V S' V 10' 0.024 9'41" 9'4" V-10" 8'-10" 0.024 7'-1" T-1" 61-6" V-6" 0.024 T-9" 7'-9" 7'4" 7'4- 0.024 1V-3" 10'-3" 9'-9" 9-9" All Others 0.024 5' 10' MAX 4 1 7' 11' 1 3' 1 V V 10. 0.032 11'-6" 1V-6" 10'-11 10'-11., 0.032 IV-4" 10'-4" 9'-7" 9'-7" 0.032 9'-9" 9'-9" 9'-3" 9'-3" 0.032 11'-9" 11'-9" 11'-4" 111-4" Dble 2x6.625 0.032 6' 12' MAX 4' 8' 13' 3' 6' 9' 11' 0,036 12'-6" 12'-G" 11'-11" 11'-11" 0,036 1 V-9" 1 V-9" 1 V-0" 1 V-0" 0,036 IVA" 10,4, 9'-7" 9'-7" 0.036 12'-3" 12'-3" 11'-10" 11'-10" RF Fascia 0.032 6' MAX MAX 5' MAX MAX 3' 6' MAX MAX 40 0.018 V-10" V-10" 6'-6" V-6" 40 0.018 V-9" V-8" V-5" V-3" 40 0.018 V-3" 5'-3" 4'-8" 4'-7" 40 0.018 7'-8" 7'-8" 7'4" 7'-4" 3x8 0.032 7' 14' MAX 5' 10' 16' 3' 7' 10' IV 0.024 8'-5" 8'-5" 8'-1" 8'-1" 0.024 V-0" 6'-0" 5'-7" 5'-7" 0.024 7'-0" 7'-0" 6'-8" 6'-8" 0.024 V-4" 9'4' 8'-11'. 8'-11" All Others 0.032 7' 14' MAX 5' 10' 15' 3' 7' 10' 13' 0.032 iV-5" iV-5" 10'4" 10'-0" 0.032 8'-11' V-11" 8'4" V-5" 0.032 V-10" V-10" 8'-5" 8'-5" 0.032 11'-V 1V-0" 10'-9" 10'-9" Dble 2x6.625 0.036 6' 12' MAX 4' 8' 13' 3' 6' 9' 11' 0.036 1V-4" IV-4" 1V-10" 10'-10" 0.036 10'-3" 10'-3" 9'-8" -8 9' " 0.036 V-1" 9'-1" V-8" 8'-8" 0.036 11'-5" 11'-5" 1V-2" 11'-2" RF Fascia 0'036 6' MAX MAX 5' MAX MAX 3' 6' MAX MAX 60 0.018 V-7" 5'-7" 5'-7" 5'-7" 60 0.018 2'-11" V-0" V-0" V-0" 60 0.018 4'-3" V-0" V-0" V-V- 60 0.018 6'-4" 6'-0" V-4" V-4" 3x8 0.036 8' MAX MAX 6' 11' MAX 4' 7' 11. MAX 0.024 T-0" 7'-0" T-0" T4- 0.024 R-4" V-0" V-0" V-0" 0.024 5'-9" 5'-9" V-9" 5'-9" 0,024 T-8" 7'-8" T-8" T-8" All Others 0.036 8' MAX MAX 6' 11' MAX 4' 1 8' 1 11' M 0.032 8'-7" 8'-7" 8'-7" 8'-7" 0.032 V-9" V-9" V-9" V-9" 0.032 71-3" 7'-3" T-3" T-T" 0.032 9'-6" 9'-6" V-6" 9'4" 0,036 V-5" V-5" I 9'-5" 9'-5" 0.036 7'-11" T-11" T-11" 7'-11" 0.036 1 7'-6" T-6" 7'-6" 71-6" 0.036 10'-1" i0'-1" 10'-1"1 1V-1" ICC ESR1398(2012 IBW0013 TABLE 4.6 Page 22 at.E 4.7 TABLE 4.8 JK 02 2015 pWr�Sslo SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES FOR HIGH WINDS ¢ N '2.5"x8"Su er Six(Single Span)Detail N3,A 3.5"x12"Su er 12(Sin le Span Detail D 2.5'x 12"Mark X(Single S an)Detail B 2"x6"Flat Panel(Single Span)Detail N2,C g�ONAL Io 4JU �T`y. ^ Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure �y .� d Is Snow Load Gauge Exp B I Exposure C Snow Load Gauge Exp B I Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C 2 (psf) (in) 140 1 120 130 140 (ps m 140 120 130 140 (pst) (in) 140 1 120 130 140 (psf) m 140 120 130 140 o a A 9 586 10 0.018 V-0" 7'-11" 7'-4" 6'-9" 10 0.018 10'-6" -6 10' " T-i" V-6" 10 0.018 V-5" 6'4' V-10" V-5" 10 0.018 V-6" V-6" 7'-10" 7'-5" 6 139 LIVE 0.024. 12'-3" 12'-1" 11'-2" V-5" LIVE 0.024 11'-11" 11'-11" ii'-2" 10'-10" LIVE 0.024 V-5" 8'-3" 7'-8" T-i" LIVE 0.024 11'-7" 11'-7" 10'-10" 10'-7" arl 0.032 15'-1" 14'-11" 13'4" 12'8" 0.032 14'-0" 14'-0" 13'-1" 12'4" 0,032 12'-0" 12'-0" 1 V-5" 10'-10" 0.032 12'-9" 12'-9" 12'-3" 12'-0 44 11 i 17 0.036 i 5'-10" 15'-10" 15'-0" 13'-10" 0.036 15'-0" 15'-0" 14'-0" 13'-7" 0.036 12'-5" 12'-5" 1 V-11" 1 V-2" 0.036 13'-3" 13'-3" 12'-8" 12'-5' l ti ,V 24503 l t1tP 20 0.018 '8-0 T-11" 7'-4" 6'-9" 20 0.018 6'-6' 6-6" fi'-0" 5-4" 20 0.018 6-3 6'-3' 5-10", 5'-5" 20 0.018 7'-6" 7-6" 7'-2" 6'-1 D' LIVE 0.024 11_8.. 1114, ill-Ill 8'-5" LIVE, 0.024 10'-6" V4" V-11" 8'-5" LIVE 0.024 8'-2" 8'-2" T-8" ' T-1" LIVE 0.024 VA" V-1" 8'-9" V-3" ar 0,032 14'-l" iV-10" 13'-7" 12'-8" 0.032 12'4' 12'-1" 1 V-9" 11'-3" 0.032 1 V-0' 10'-10" 10'-8" 9'4" 0.032 1 V-9" 1 V-7" 11'4" 11'-0" fi C OCT 02 2013 0.036 14'-8" 14'-5" 14'-2" 13'-9" 0.036 13'-3" i2'-i1" 12'-7" 12'-0" 0.036 1V-5" 11'-3" 11--1" 10'-7" 0.036 12'-3" 12'-0" 11'-10" 11'-5" M IMUM ET TARY WIDTH AND#10 SCREWS 25 0,018 V-0" 7'-11" 7'-4" 6'-9" 25 0.018 6'-6" 6'-3" V-9" 64' 25 0.018 6'-3" 6'-V 5'-10" 5'-5" 25 0.018 T-6" 74' T-V V-10" FO ANE H ER COMBINATIONS Table 4.9 0.024 1 V-4" 1 V-4" 10'-10" 8'-5" 0.024 9'-4" V-2" V-9" V-5" 0.024 8'-2" V-0" 7:-8" 7'-1" 0.024 9'-1" 8'-11" 8W" 8'-3" Pa el#of 410 screws PER FOOT to attach anel to header 0,032 13'-10" 13'-10" 13'-3" 12'-8" 0.032 12'-1" 12'-1" 1 i'-6" 1 V-3" 0.032 10'-10" 10'-10" 10'-6" 9'-2" 0.032 i 1'-7" 11'-7" 11'-2" 11'-0" Headers Gaug 1 ( 2 1 3 2 3 4 2 3 4 6 0.036 14'-5" 14'-5" 13'-11" 13'-9" 0.036 12'-11" 12'-11" 12'-3" 12'-0"1 0.036 11'4" l V-3" 10'-10 10'-7" 0.036 12'-0" 12'-0" 11'-8" 11'-5" (in)-115 mph Exp B 116 mph Exp C 140 mph Exp C 30 0.018 V-0" T-41" 7'-4- 6'-9" 30 0.018 V-0" V-9" 5'-4" 0'-0" 30 0.018 V-0" 5'-11" 5'-8" V-5" 30 0,018 T-2" T-1" 6'-10" 6'-7" Dble 2x6.625 0.018 ,3' 6' 9' 4' 7' '9' 3' 4' 6' MAX 0.024 10'-10" 10'-10" V-4" 8'-5" o.024 8'-11" 8'-9" 8'-5" T-11" 0.024 7'-10" 7'-8" T-5" 7'-1" 0.024 8'-9" 8'-7" V-3" 8'-0" RF Fascia 0.018 3' 6' MAX 4' MAX MAX 3' MAX MAX MAX 0.032 13'-3" 13'-3" 12'-9" 12'-5" 0.032 11'-6" 11'-W 11'-0" 10'-9" 0.032 10'-6" 10'-6" 9'-2" 8'-i0" 0.032 11'-2" 11'-2" 10'-10" 10'-9" 3x8 0.018 3' 6 9' 4' 7' 9' 3' 4' 6' MAX 0.036 13'-11" 13'-11" 13'-6" 13'-3" 0.036 12'-3" 12'-3" 11'-9" ll'-6" 0.036 10'-10" 10'-10" 10'-5" 9'-1" O.D36 1V-8" 11'-8 1V-3" 11'-2" All Others 0.01a 3' 6' 9' 4' 7' 9' 3' 4' 6' MAX 40 0.018 7'-7" T-7" 7'-3" 0'-0" 40 0,018 a'-0" 01-0" 010 0'0 4D 0.018 V-7" V-7" 5'-4" 0'-0" 40 0.018 6'-8" V-8" 94" 0'-0" Dble 2x6.625 0.024 4' 8' 12' 6' 9 12' 4' 6' 8' MAX 0.024 V-3" 9'-3" 8'4" 0'-0" 0.024 8'-3" 8'-3" 7'-5" 0'-U' 0.024 7'4" 7'4" 6'-11" 0'4" 0.024 VA" 8'-l" 7'-9" 0'-0" RF Fascia 0.024 4' MAX MAX V MAX MAX 4' MAX MAX MAX 0.032 12'-2" 12'-2" 11'-9" 1 V-7" 0.092 i 0'-6" 10'-6" V-4" 0'-0" 0.032 V-0" V-0" 8'-7" 0'4" 0.032 10'-7" 10'-7" 9'-6" 0'-0" 3x8 0.024 4' 8' 12' 6' 9' 12' 4' 6' 8' MAX 0.036 i V-0" i 3'-0" 12'-6" 12'-4" 0.036 1 V-3" 11'-3" 10'-10" 10'-8" 0.036 9'-3" V-3" V-10" 0'4" 0.036 1 V-0" I V-0" 10'-9" 10'-7" All Others 0.024 4' 8' 12' 6' 9' 12' 4' 6' 8' MAX 60 0.018 0'-0" 0'-0" 0'-0" 0'-0" 60 0.018 0'-0" 0'-0" 0'-0" 0'-0" 60 D.018 0'-0" V-0" U-0" 0'-0" 60 0.018 0'-0" V-0" 0'-0" V-0" Dble 2x6.625 0.032 4' 9' 13' 6' 10' 13' 4' 6' 9' 13' 0.024 0'-0" 0'-0" V-0" 0'-0" 0.024 V-0" U-0" 0'-0" V-0" 0.024 V-0" 0-0" 0'-0" 0'4" 0.024 V-0" 0'-0" 0'4" 0'-0" RF Fascia 0.032 5' MAX MAX 7' MAX MAX 5' MAX MAX MAX 0,032 V-0" 0'0 0'4' 0'-0" 0.032 0'-0" D'-0" 0'-W 0'4" 0.032 0'-0" G-0" 0'.0' 0'-0" 0.032 0'-0" V-0" 0'-0" V-0" 3x8 0.032 6' 11' MAX 8' 12' MAX 5' 8' 11' MAX 0.036 0'-0" 0'-0" 0-4' 0'-0" 0.036 0'-0" 0'-W 0'-0" 0'-0" 0.036 Owl 0'-0" 0'-01, 0'-0"1 0.036 0-4- V-0" 0-4- 0'-0" All Others 0.032 6' 1 V MAX 8' 12' MAX 5' 8' 11' MAX TABLE 4.i1 TABLE 4.12 TABLE 4.13 TABLE 4.14 Dble 2x6.625 0.036 4' 9' .1V 6' 10' 13' 4' 6' 9' 13' SINGLE SPAN TABLES NOTE:PANELS MAY OVERHANG 25%OF THEIR CLEARSPAN RF Fascia 0.036 5' MAX MAX 7' MAX MAX . 5' 7' :12' AX MAX 2.5"x6"Super Six(Muitispan)Detail N3,A 3.5"x12"Super 12(Multlspan)Detail D 2.5"x 12"Mark X(Mullispan)Detail B 2"kW Flat Panel(Multispan)Detail N2,C 3x8 0.038 6' 12' MAX 8' 13' MAX 6' 8' 1' MAX Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure All Others 0.036 6' 12' MAX 9' 13' MAX 6' 9' MAX Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C (pso (in) 140 120 130 140 ( ;iQ (in) 140 120 130 140 (psf) (in) 140 1 120 130 140 (pro m) 140 1. 120 130 140 'MAX means the maximum possible tributary width 10 0.018 8'-7" 8'-7" S'-0" 7'-9" 10 0.018 6'-1" 6'-1" 5'-5" 5'-2" 10 0.018 V-8" 6'-8" 6'-3" • 6'-0" 10 0,018 9'-7" 9'-7" 9'-D" 9'-11" Minimum number of screws is on per panel LIVE 0.024 10'-7" 10'-7" 9'-11" 9'-8" LIVE 3.024 8'-8" 8'-8" 7'-9" 7'-5" LIVE 0.024 8'-10" V-10" 8'-3" 8'-0" LIVE 0.024 11'-7" 1T-7" 10'-10" 1V-11" MAXI MUM ALLOWABLE TRIBUTARY WI DTH AN D#14 SCREWS 0.032 13'4" 13'-0" 12'-2" 11'-10" 0.032 12'-3" 12'-3" 11'4" 10'4' 0.032 11'-i" 1 i'-l" 10'-4" 10'-1" 0.032 12'-9" 12'-9" 12'-3" 13'-l" FOR PANEUHEADER COMBINATIONS . Table 4.10 0.036 14'-2" 14'-2" 13'-3" 12'-10" 0.036 i 3'-10" 13'-10" 12'-8" 12'-2" I 0.036 1 l'-5" 1 V-5" 10'4" 10'4"1 1 0.036 13'-3" 13'-3" 12'-8" 13'-7" Panel#of#14 screws PER FOOT to attach panel to header 20 0.018 7'-6" 7'-4" 7'-2" VAY- 20 0.018 T-11" T-11" T-8" T-3" 20 0.018 V-1D" V-8" 5'-6" 5'-3" 20 0,018 8'-6" V-3" V-0" V-6" Headers Gauge1 1 2 1 1 I 2 1 3 1 1 2 I 3 4 LIVE 0,024 9'-4" 9'-1" 8'-10" V-5" LIVE 0,024 T'-i" 6'-10" 6'4' 6'-0" LIVE 0,124 7'-9" 7'-7" 7'-4" T-0" LIVE 0,024 10'-3" 10'-0" 9'-9" 10'-3" (in)_115 m h Exp B 115 mph Exp C 140 mph Exp C 0.032 1l'-6" 1 V-2" 10'-11" 10'-5" 0.032 10'-4" 9"All" 9'-7" VAT' 0.032 V-9" V-6" 9'-3" 8'-10" 0.032 1 V 9" 1 V-7" 11'41 11'-9" Dble 2x6.625 0.018 4' 8' 12' 3' 6' V 2' 4' 6' 8' 0.036 12'-6" 12'-2" 11'-11" 1 V-4" 0.036 11'-9" -4"11' 1 V-0" 10'-3" 0.036 10'-11,1 9'-10" 9'-7" 9'-i" 0.036 12-3" 12-4- l l'-10" 12'-3" RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' 4' MAX MAX 25 0.018 T 4" 7'4' r-V' V-10" 25 0.018 T-11" V-9" V-6" 3'-3" 25 0.018 V-8" 5'-8" V-4" 5'-3" 25 0.018 V-3' V-3" T-10" 8'-6" 3x8 0.018 4' 8' 12' 3' 6' 8' 2' 4' 6' 8' 0.024 9'-l" V-1" 8'-8" 8'-5" 0.024 V-10" V-10" 6'4- 6'-0" 0.024 7'-7" 7'-7" 7'-2" T-0" 0.024 10'-0" i0'-0" 9'-6" 10'4" All Othersl 0.018 'N 8' 1 12' 3' V 8' 2' 4' 6' 8' 0.032 1 V-2" 11'-2" 10'-8" 10'-5" 0.032 V-11" 9'-11" 9'-3" 8'-i 1" 0.032 9'-6" 9'-6" V-0" V-10" 0.032 1114" 11'-7" i l'-2" 1 V-9" Dble 2x6.625 0.024 5' 10' MAX 4' 7' 11' 3' 5' 8' 10, 0.036 12'-2" 12'-2" 11'-7" -411' " -40.036 11' " 1 V-4" 10'-7" 10'-3" 0.036 V-10" V-10" V-4" V-1" 0.036 12'-0" 12'-0" 1 T-8" 12'-3" RF Fascia 0.024 5' MAX MAX 4' MAX MAX 3' 5' MAX MAX 30 0.018 T-0" T-0" 6'-8" 6'-6" 30 0.018 3'-8" 3'-6" 3'-3" 3'-1" 30 0.018 5'-4" V41 4'-7" 4'-5" 30 0.018 7'-10" T-10" 7'-6" 8'-0" 3x8 0.024 5' 10' MAX 4' 7' 1 V 3' S' 8' 10' 0.024 V-8" 8'-8" 8'-3" 8'-1" 0.024 6'-3" 6'-3" 5'-1W V-7" 0.024 7'-2" T-2" 6'-10" V-8" 0,024 V-6" V'6" 9'-1" 9'-9" All Others 0.024 5' 10' MAX 4' 7' 11' V 5' 8' 10' 0,032 10'-8" 10'-8" 10'-2" 10'-0" 0,032 9'-3" T-W 8'-8" 8'-5" 0.032 9'-0" V-0" 8'-8" 8'-5" 0.032 1 V-2" 1 V-2" 10'-10" 11'-4" Dble 2x6.625 0.032 6' IT MAX 4' 8' 13' 3' 6' 9' 11' 0.036 i 1'-7"1 11'-7" 11'-1" 10'-10,1 0.036 10'-7"1 10'-7" 10'-0" 1 V-8" 0,036 9'-4" 1 9'4" V-11"1 814" 0.036 1 V-8" 1 V-8" 1 V-3" 1 V-10" RF Fascia 0.032 6' MAX MAX 5' MAX MAX 3' V MAX MAX 40 0.018 V-4" V-4" 6'-l" 6'4" 40 0.018 3'-2" T-2" 2'-11" 0'-0" 40 0.018 4'-6" 4'4" 4'-3" V-0" 40 0.018 7'-2" 7'-2" V-11" 7'-4" 3x8 0.032 7' 14' MAX 5' 10' 15' V 7' 10' 13' 0.024 T-11" T-11" 7'-7" T-6" 0.024 V-5" V-5" 4'4' 0'-0" 0.024 6'-7" 6'-7" 61-4" 6'-2" 0.024 8'-9" 8'-9" 8'-5" 8'-11" All Others 0.032 7' 14' MAX 5' 10' 15' 3' 7' 10' 13' 0;032 9'-9" 9'-9" 9'-5" 9'-3" 0.032 8'-2" 8'-2" 7'-8" 7'-6" 0.032 8'-3" 8'-3" T-11" 7'-10" 0.032 10'-7" 10'-7" 10'-3" 10'-9" Dble 2x6.625 0.036 6' 12' MAX 4' 8' 13' 3' 6' 9' i1' 0.036 10'-8" 10'-8" '10'-3" 10.1" 0.036 V-5" V-5" 8'-11" 8'-8" 0.036 V-6" V-6" 8'-2" 8'-l" 0.036 11'-0" IV-0" 10'-9" 11'-2" RF Fascia 0.036 6' MAX MAX V MAX MAX 3' 6' MAX MAX 60 0.018 0'-0" 0'-0" 0'-0" 0'-0" 60 0.018 0'-01, 0'-0" 0'-0" 0'-0" 60 0.018 V-0" 0'-0" V-0" 0'-0" 60 0.018 0'-0" 0'-0" 0'-0" 6'-4" 3x6 0,036 8' MAX MAX 6' 11' MAX 4' 7' 1 V MAX 0.024 0'-0" 0'-0" 0'-0" 0'-0" 0.024 V-0" V-0" V-0" 0'-0" 0.024 0'-0" V-0" 0'-0" 0'-D" 0.024 0'-0" 0'-0" 0'-0" 7'-ti" All Others 0.036 8' MAX MAX 6' 11' MAX 4' 8' 11' MAX 0.032 V-0" V-0" 0'4" " 0'-0" 0.032 0'-0" 0'0 0'-0" 0'.0" 0.032 V-0" 0'4' 0'-0" 0'4" 0.032 0'-0" V-0" 0'-0" V-6" 0.036 1 0'-0" 1 0'-0" 0'-0" 0'-0" 0.036 0'-0" 0'-0" 1 0'4" 1 0'-0" 1 0.036 V-0" 04" V-0" I V-0" 0.036 0'-0" 0'-0" 0'-0" 10'-1" ICC ESR1398(20121W'W61013 TABLE 4.16 Page 23Tt 4.17 TABLE 4.18 OL PLC MER S.O P-„ EtGAt C- SIN 116 MPH IMND AREAS D. x6 > am (Det0lrN3 Double 0.042"JOW"Beam(Detail N25) Double 0.04050149.625"Beam(Detail N25) 0.D42"&W'Box Beam (Detail N30) Double 0.042'5050"Beam(Detail N26) Double 0.040" !x5.625"Beam(Detail N25) TABLE 5.1 Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.11 Attached Freestanding or Attached Freestanding or Attached Freestanding or Multispan Units Structure Multispan Units Structure Multispan UnitsStructure Multispan Units Structure Mullis an Units Structure Mullis an Units MAX POST ENGTH SNVW WIDTH RE T POST MIN' FOOTER MAXD TRIS ' 0!112' POST MIN FOO7Ea MAX POST 0 1 I POST MIN FO. 8 I01TLENGT 9NOW WI0T1H SPACING REOD POST MIN o0T MAXPOST MAX 0 t2' POST MIN TE B I 1trT MAX MAX POST XPOST�� 17 POST MIN DOTE 8' I t0'LJ tY LOAD (FT) S FOR SPACING POST SIZE CONSTRAINED FOD SPACING POST 52E CONSTRAINED FOOT SPACING POST SIZE CONSTRAINED FOOT LOAD OFT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST 612E CONSTRAINED FOD7 SPACI POSY 62E CONSTRAINEOFOOTER (PSF) SLAB (FT) TYPE 'Cr 'd -d' -d" (FT) TYPE 'd' 'd -d- 'd' (FT) TYPE w 'd 'd w (PSF) (FTr SLAB (FT) TYPE -d •d •d' 'd' (PT) TYPE -d- 'd. 'd 'd (FT) TYPE -d- -d• •d -d• MI On) (in) (in) O�) M) M) M) On) On) (in) On) M) n1 M) On) M7 M1 fN) p10 M1 tin) On) M) 115MPHExPOSUREB G 3 22'-r A 11'•1' A 20 24 26 27 16'-r B 22 26 26 29 14'-8" B 21 26 27 29 30 3 T-6' A 8'-4' A 18 23 24 25 12'-7" C 20 25 2fi 28 11'-3' B 20 _Z4 T6 27 L 3.5 19-5" A 10'-2` A 20 24 25 26 14'-11" B 23 26 27 29 IY-4' B 22 25 27 28 3.5 w-r A T-7' B 18 22 24 25 1114r D 21 24 26 27 10'S• C 20 24 25 27 LO/,�0 4 1T'-0" A 9'•4" A 20 23 25 26 1T-11" B 23 25 27 28 17-Y B 22 25' 26' 28 4 71•1" A b'-11' B 18 22 23 25 10'-8' D 21 24 '25 27 9'-V C 21 23 25 26 15'-1" A 8'•9- A 21 23 24 26 13'-0' 0 24 25 27 28 11'-8` B 23 24 26 27 4:6 6•4' A 6'-V B 19 22 23 24 101•0" 0 22 24 25 26 81•0" D 21 23 25 26 A 8'-2- A 21 23 24 25 12'-3" C 24 25 26 28 11-1" B 23 24 26 27. 5 5'•8" A 61•01 B 19 21 23 24 B'-4" D 22 23 25 28 B'-6" 0 21 23 24 26 5.6 17.4" A T.S. B 21 22 24 25 11'-8• C 24 24' 26 27 . 10'-6" B 24 24 25 27 55 5'r A 5'-T B 19 21 22 24 8'-10" 0 22 23 24 .26 8'-1" D 22 23 24 25 6 11'4' A 713" a 21 22 23 25 11'-1• D 25 25 26 27 f0'•D- O 24 24 25 26 6 4'-9" A 5'-31 B 19 21 22 23 81-4' D 22 23 24 25 7'•B' D 22 22 24 25 6.5 IM-51 A 6'-11" B 22 22 23 25 1W-7- D 25 25 25 27 9-71 C 24 24 25 26 6.5 4'•4" A 4.11" B 19 20 22 23 6'•0" D 23 23 24 25 7'-' D 22 22 24. 25 am lima A 6-T' B 22 22 23 24 1V-27 D 25 25 25 26 9'•2" C 24 24 25 26 7 4'-i' A V-11" B 20 20 .'22 23 7'-7' E 23 23 -24 25 7'-0• D 22 22 23 25 7.5 9'-1" A 6'•3' B 22 22 23 24 9-9' D 26 25 25 26 S•10" D 25 25 25 26 7.5 3'-9• A 4'-5' B 20 20 2t 23 7'-3' E 23 23 23 25 6'•a- D 22 22 23 24 8 W.V. A 6'-0' B 22 22 23 24 9-4- D 26 26 28 .2fi 8'-6' D 25 25 25 26 8 31-V A 4'-3' B 20 20 21 22 61•11' E 23 23 23 25 6'-S' 0 23 23 23 24 8.5 8'-D' A 61•9" B 22 22 22 24 91-V D 26 26 26 26 W-r D 25 25 25 25 8.5 3'-e A 4=D' B 20 20 2l 22 6'-r E 23 23 23 24 6'-2" E 23 23 23 24 9 T-6' A 5'-6" B 22 22 22 23 8'-9" D 26 26 26 26 7'-11- D 25 25 25 25 9 3'-r A 3'•1D' B 20 20 21 22 61•5" E 24 24 24 24 6'•D' E 23 23. 23 24 9.5 T--2" A 51-r B 23 23 23 23, 8'-5" D 26 26 26 26 71•8" 0 25 25 25 25 9.5 3'-0' A 3'•6' B 20 20 2t 22 6'•2' E 24 24 24 24 5'•9' E 23 23 23 24 10 6-9" A 51•1" B 23 23 23 23 81•2" D 26 26 26 26 7'-6- D 26 25 26 26 I IS MPH EXPOSURE C or 130 MPH EXPOSURE B 11 - 6'-2" A 4'•9" 8 23 23 23 23 T-8' D 27 27 27 27 T•1" D 26 26 26 26 30 3 8'-b' A 7'-10" B 20 24 26 27 11'-10" D 23 27 28 30 10'-8" C 22 26 28 29 12 5'-8' A 4'-5' B 23 23 23 23 T'3" E 27 27 27 27 6'A" D 26 26 26 26 3.6 8'-2' A 7'•1" B 20 24 25, 27 10'-10` D 23 26 28 29 9'-10" C. 22 26 27 29 13 5'-2" A 4'•2' B 23 23 23 23 6'-11' E 27 27 27 27 8'•5" D 27 27 27 27 4 7'-1" A 6'-6' B 20 23 25 26 101•1" D 23 26 27 29 9'•1" 0 23 25 27 28 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 4.5 6'-4" A 610' B 21 23 25 26 94, D 24 25 27 ,2B 81-V •D 23 - 25 26" 28 10 3 2X-9' A 10'•1" A 21 26 27 29 14'-11" 8 24 28 3D 31 13'4" B 23 27 29 31 5 5'-8" A 5 r 8 21 23 24 26 8'-10' D 24 25 27 28 8'-0" D 23 25 26 28 LIVE 3.6 t9'-5" A 9`41 A 22 25 27 28 13'-8• B 25 28 29 31 12,3" B 24 27 29 30 5.5 S'-2" A 5-2- B 21 22 24' 25 B'-F D 24 25 26 28 7'•7' D 24 24 26 27 LOAD 4 1TD" A V-V A 22 25 26 28 1F-91 C 25 27 29 30 11'-S' B 24 27 28 3D 6 4'•9" A 41•1D B 21 22 24 25 T•10" E 25 25 25 27 T-r D 24 24 26 27 ONLY 4.5 15'-1" A 71•11" B 23 24 26 27 I'll-11" c 26 27 28 30 IV-9' B 25 26 28 29 6.5 4'-4• A 4-7' B 21 22 23 25 TS" E 25 25 26 27 6'-to" D 24 24, 25 27 5 13'-7" A T•5' B 23 24 26 27 11-3" D 26 26 28 30 1W-27 C 25 26 27 29 7 4'-1• A 4'4" B 21 22 23 24 7'-1'. E ZS 25 25 27 6'•T _ D 25 25 25 26 5.5 12'-4" A 6'-11' B 23 24 25 27 t6'-8" D 27 27 28 29 9-7" �c 26 26 27 29 1.5 T-9' A 4'•1' 8 21 21 23 24 6'•9' E 25 25 .25 27 6'•3" E 25 25 25 26 . 6 11'-4' A 6-6" B 23 24 25 26' t0'•1" D 27 27 27 29 9-2' D 26 26 27 28 6 3'•6" A 3'-11- S. 22' 22 23 24 61-6' E 26 26 26 26 6'-7 E 25. 25 25 26 6.5 10-51 A 6'•2" B 23 23 25 26 9'•8" D 27 27 27 29 B'-9" D 26 26 27 28 83 3'-4 A 3-6" C 22 22 23 24 61•31 E 26 26 26 26 51•10" E 25 25 25 26 7 6-B" A 5'-11" B 24 24 25 28 8'-3` D 27 27 27 28 5'-5" D 27 27 27 28 9 3-2' A 3'•6" C 22 22 22 24 61•01 E 28 28 26 26 51•T E 25 25 25 26 7.5 F-I" A 5'-7" B 24 24 24 26 8'-00- D 28 28 28 26 'e'-1" D 27 27 27 28 9.6 3-0• A 3'-4' C 22 22 22 23 51•9" E 26 28 26. 26 5'-5' E 25 25 25 25 8 8'-6' A 5'•4- B 24 24 24 25 8-8" D 28 25 26 28 7•9' 0 27 27 27 27 11 S MPH EXPOSURE C or 130 MPH EXPOSURE B 8.5 8'-0- A 5'•t" B 24 24 24 25 B'-2- 0 28 28 26 26 7'•6` D 27 27 27 27 40 3 T-2" A 7'-0- B 19 24 25 27 10'-9" D 22 26 28 29 91•8" C 21' 26 27 29 9 T-6' A 4'41" B 24 24 24 25 7'-11` D 28 28 28 28 7'-r D 28 28 28 28 3.5 6'•2" A 6'-4" B 18 23 25 26 9'-10" D 22 26 27 29 8'-11 D 22 25 27 28 95 7'•2" A 4'-6' 8 24 24 24 25 71-V E 29 29 29 29 T-0" D 28 28 28- 28 4 5'•5' A 5'•9- B 19 �23 24 26 9'•1" D 23 25 27 28 8'-Y 0 22 25 28 28 10 6'-9" A 4'•6' B 24 24 24 25 T--5" E 29 29 29 29 6'-10" D 28 28 26 28 4.5 4'-r A 5'-3" B 20 23 24 25 8'-5" D 23 25 26 28 T-8' D 22 24 26 27 11 6'-2" A 4'-2' B 25 25 25 25 SA I- E 29 29 29 29 6'-5' D 28 28- 28- 28 6 4'-4' A 4%11' B 20 .22 24 25 T•10" E 23 24 26 27 7'•3- D 23 24 26 27 12 5-8" A 3'-11" B 25 25 25 25 61-V E 29 29 29 29 6'-1" E 29 29 26 29 5.5 3-11" A 4-6' 8 20 22 23 25 T•S E 24 24 25 27 6'-10" D 23 24 25 27 13 S 2" A 316` B 25 25 25 25 6'-7 E 3f1 30 30 3l1 5'-9" E 29 29 29 29 6 3'-r A 4'-3 B 20 22 23 24 T•0' E 24 24 25 27 fi'$' D 23 23 25 26 1t5MPHEPOSLRES 6.5' 34' A 4'-D' B 20 21 23 24 6'•8' E 24 24 25 27 6'-2" E 23 23 25 26 20 3 11'-10" A 91-V A 18 23 25 26 IT-4" 8 21 25 27 26 12'-D" B 20 25 26 27 - 7 3'-1' A 3-9` B 20 21 21 24 6'•4' E 24 24 25 26 6'-10" E 24 2-0 25 26 LIVE 3.5 10'-2' A 8'-2" A 19 23 24 25 12'$" C 21 25 26 28 11'-1' B 21 24 26 27 7.5 2'•10" A W.G. c 20 21 22 24 6A' 4 24 2S 26 5'-7- E 24 24 24 25 LOAD 4 8'-11" A T-6" a 19 22 24 25 11'-V C 22 24 26 27 1D%3" C 2t 24 25 27 8 T•8• A 3'-4" C 21 21 22 23 51•9" 25 25 26 5-6• E 24 24 24 25 ONLY 4.6 7'41" A 51•11" a 19 22 23 25 17--8" D 22 24 25 27 V-71 C 21 23 25 28 8.5 T.G. A 3'-2" C 21 21 22: .23 5-6' 2� 25 25 26 - '5-2` E 24 24 24 25 5 T--1" A 6.6' B 19 22 23 24 10'-0" D 22 24 25 26 9'-1" C 22 23 25 26 9 X-4 A 3'-0' C 21 21 22 23 5'3` E 25 25 25_. 25 5-0' E 24 24 24 25 5.5 6'-r A 6'-1- B 20 21 23 24 9'-6" D 23 23 25 26 8-r D 22 23 24 26 115 MPH EXPOSURE B t 6 5'--11" A 518 B 2D 21 22 24 9'-M D 23 23 25 26 8'-2- D 22 23 24 25 40 3 T 27 A T-5" B 17 22 24 26 114• D 26'{ 24 26 27 6.5 5'-5' A 51-V B 20 21 22 23 W-r D 23 23 24 26 T-10" D 23 23 24 25 3.5 6'-2" A G-6' B 17 22 23 24 104' D 20 24 25 27 7 5'-1' A 5'-1" B 20 21 22 23 8'-2" D 23 23 24 25 7'-6' D 23 23 24 25 4 5S' A 6'61' B 18 21 23 24 9'•6 D 20 23 25 26 -e 7.5 4'-9' A 4-70" B 20 20 22 23 7'•10' D 24 24 24 25 T-2" D 23 23 23 25 4.5 4-9" A b'-T B 1B 21 22 24 rI1D- 0 21 23 24 26 B 4'-5" A 4%7' B 20 20 21 23 T•6" D 24 24 24 25 6'•11" D 23 23 23 25 S 4'•4` A 5'-2' S 18 21 22 23 " D 21 3 24 25 .OQ •P'� 3.5 4'27 A 4'-5' B 20 20 21 23 Td' E 24 24 24 25 6'-V D 23 23 23 24 6.5 Y-11- A 4•-10' B t0 20 22 23 T•0 D 21 24 25 > . l 9 3-11" A 4'-2" B 20 20 21 22 6'-1t" E 24 24 24 25 6'-5' D 24 24 24 24 6 7-r A 4-6' S Is 2D 21 23 T• ' E 22 24 25 9.5 3'-9' A 4'•0' B 21 21 21 22 6'•e" E 24 24 24 24 6'"r D 24 24 24 24 6.5_ 3'•4" A 03" B is 20 21 22 T-0" E 22 22 23 25 . ), 10 3-6' A 3'-1r B 21 21 21 22 81•6" E. 24 24 24 24 6'-0' D 24 24 24 24 7 3'-t' A 4-0' B 19 20 21 22 6••8' E 22 22 23 24 Q it 3'•2" A Y-T 8 21 21 21 22 6-1' E 25 25 25 25 5'-8' E 24 24 24 24 7.5 2'-10- A 3'-10' B 18 18 21 22 6'-4' - 23 24 12 2d1" A 3'•4' B 21 21 21 22 51-V I E 25 25 25 25 5'-4' E 24 24 24 24 8 2'•6' A 3'"7" B 19 t9 21 22 S-1" 24 1 13 2'-i' A 3'-1' B 21 21 21 21 S-r E 25 25 25 25 5'-1' E 25 25 25 25 8,5 7.6' A 3••r C 19 i9 2D 22 5'•t 122 4 * ! 9 Y�' A 3'•3- C 19 19 20 21 5' �l3 C 139 CALLA * W. 012017. * OCT 02 2013 ICC ESR1398(2012 IBC)9/29/2013 Page 24 of 66 �1� IV` �Q, rUN 02 2015 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 116 MPH WIND AREAS D.042'=K13"Box Beam (Detail N30) Double 0.042'x3 W'Beam(Detail N25) Double 0.040"&2 6.625"Beam(Detail N25) 0.D42"X3)"Box Beam (Detail N30) Double 0.042'SGW"Beam(Detail N25) Double 0.040`4'"6.625"Beam(Detail N25) TABLE 5.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.1 Attached Freestanding or Attached Freestanding 0r Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units -Structure Muftis an Units Structure Multispan Units Structure Multispan Units GROW TRIS WIDTH SPACING POSTREO'D POST MIN FooTFn MAX POST LENGTH POST MIN FooTE1t MAX PO o LENGTHY POST MIN FOO7ER MPOST LENGTH T GSNOW WIDTH JONSLAS1 SPACINGRE ODLSPACtMi 08T .IN OO7E g POST LENGTH MAXMIN hOOT MAX PC) LENGTH MAX MAXPOSTLENGTH LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRASNEO FOOT SPACING POST SIZE CONSTRAINED FOOTS SPACING POST SeE CONSTRAtNEDP00TE LOAD (Fq FOR PO5T SQE CONS7RPJNED FOO7ER SPA ICNG NSTRIUNED FO02, SPACIT OS7 801ZE CONSTRAJINED FOOTS(PSF) (FT) SLAB (FT) TYPE 'd' 'd' •d' •d' (Fn TYPE 'd' 'd' 'd' •d' (FT) TYPE •d' 'd' 'd' •d (PSF) (FT) SLABTYPE 'd. "d. 'd• •d' (Ft) d' •d' 'd' (M TYPE 'd' W "d• 'd' (ar) fn) M) M) pn) (raI (in) (In) (In) Dn) 0n) (hl (inl MI tint (In) M) (In) On) (in) (in) (in) of I Is MPH EXPOSURE C or 130 MPHEXPOSURE B I t5 MPH EXPOSURE B 20 3 W-10• A B'-4- A 20 25 26 28 17-T C 23 27 29 30 11'-3" B 22 28 28 30 60 3 4'-10' A 5'-9' B is 21 22 24 9'-1" D 16 23 25 26 8'-3' D 18 23 24 25 LIVE 3.5 10'-7' A T-T B 20 24 26 27 11=6• D 23 27 26 30 10'-5' C 23 25 28 29 3.5 V-2" A 5'-2' B 16 21 22 23 8'-3' D 19 23 24 25 T-T D 18 22 24 25 LOAD 4 B'-11' A 61-11" B 21 24 25 27 10'-0" O 24 26 28 29 81-6" C 23 26 27 29 4 3'•7" A 41-V B 18 20 22 23 7'-7' E 10 22 24 25 1`60' O 18 22 23 25 ONLY 4,5 r-11• A 6'•5' 8 21 23 25 26 10'-V D 24 26 27 29 91-0" D 24 25 27 26 4.6 312' A 4'-3' B 16 20 21 22 r-0" E 19 22 23 25 61-6• D 19 22 23 �24 5 T-1" A 6••0• 8 21 23 25 26 9'-4" O 25 25 27 28 F6" D 24 25 26 28 5 7-I1" A 7-11' B t6 20 21 22 V-r E 20 22 23 24 V-1' E 19 21 23 24 55 6'-V A 5'-T B 21 23 24 26 6'-101 D 25 25 27 28 B'•i' D 24 25 26 28 5.5 2'-T A 3'-V B 17 19 21 22 6'-2- E 20 21 23 24 S-9' E 19 21 22 24 6 5'-11" A 5'-3' 8 22 22 24 25 8'4' D 25 25 28 28 7-B" 0 25 25 26 27 6 T-5" A 3-4' ' C 17 19 20 22 5'-9" E 20 21 22 24 5'-5' E 19 21 22 23 6.5 F-5" A 41 11" B 22 22 24 25 6-0• D 26 26 26 27 r4' 0 25 25 26 27 6.6 2'-2' A 3'-r C 17 19 20 21 5'-5" E 20 21 22 23 6-2' E 20 21 22 23 7 V.I. A 4'4" B 22 22 23 25 T-7" E 26 26 26 27 71-0• D 25 25 25 27 7 7.1" A T 11" C 17 29 20 21 5'-2' E 20 27 72 23 4'-17' E 20 20 22 23 7.5 4-9" A 4'-5' B 22 22 23 25 7-3" E 26 25 26 27 6--8' 0 25 25 25 27 7.5 1%11' A 2'-9' C 17 18 20 21 4'-11' E 20 20 22 23 /'-B' E ZO 20 22 23 8 4'-w A 4'-3" 6 22 22 23 24 V-11" E. 26 26 26 2T 6'-5" 0 25 25 25 26 a 1'•9" A 2'-7' C 17 18 20 21 4'-8' E 20 20 22 23 {-5' E 20 20 2i 23 8.5 4••2" A 4-0' 6 22 22 23 24 C-6' E 26 26 25 27 V-7 D 26 26 26 26 8.5 1'•8" A 2'-6' C 17 i8 19 21 4'-6' E 20 20 21 23 4'-3' E 20 2D 21 22 9 3111" A 3'-10" B 22 22 23 24 6'•5' E 27 27 27 27 6'-0" E 26 26 26 26 115 MPH EXPOSURE C or 130 MPH EXPOSURE 8 91 T-9" A 3-8' 8 22 22 22 24 6.2' E 27 27 27 27 .5'-S" E 26 26 26 26 60 3 4•-10" A 5'-V B 16 23 24 26 9'-1` D 21 25 27 28 8'-3• D 20 25 26 26 10 31-V A T-6" a 22 22 22 24 6'-D" E 27 27 27 27 V-71 E 26 26 26 26 3.6 4'•2' A 5'-2' B 18 22 24 25 8'-3' E 21 25 26 28 7'-7' D 20 24 26 27 11 T-2' A T-3• C 23 23 23 23 51•7. E 27 27 27 27 5'-r" E 27 27 27 27 4 8.7' A 4'•8` B 18 22 23 25 T-T E 21 24 26 27 7'-0' D 21 24 25 27 I15 MPH EXPOSURE B 4.5 3'-2' A 4'J• B 18 22 23 24 7'-0• E 22 24 25 27 6'-6' 0 21 23 25 26 25 3 11W A 9'-0' A 16 23 25 26 134" C 21 25 27 25 lx-0' B 20 25 26 27 5 2'-11" A 3-t1' B 19 21 23 24 6'-7' E 22 24 25 26 61-1" E 21 23 25 26 3.5 9'-8' A 5'-2- A 19 23 24 25 12=3• C 21 25 26 28 11'-t' B 21 24 26 27 5.5 2'-7" A 3'-V C 19 21 22 24 6'-2' E 22 23 25 26 5'-9" E 22 23 24 26 4 8-6" A 7'-w 8 19 22 24 25 W-5" 0 22 24 26 27 10'-3' C 21 24 25 27 6 2'•5" A 3'4" C 19 21 22 23 S-9• E 72 23 24 28 5'-5' E 22 23 24 26 4.6 7'-0• A 6'•11' a 19 22 23 25 101•8" O 22 24 25 27 9'-T C 21 23 25 26 6S 2'-2" A 3'-2" C 19 20 22 23 5-5' F 23 23 24 26 6'-2' E 22 22 21 25 5 6'-9' A *6'-6' B 19 22 23 24 10'-0' O 22 24 25 28 9'-1" D 22 23 25 26 7 X-1" A 2-41- C 19 20 22 23 5'-2` P 23 23 24 25 1'-11` E 22 22 24 25 5.5 6'-2" A 6'-1' B 20 2t 23 24 91-V D 23 23 25 26 8'•7" D 22 23 24 26 6 5'-8" A 5'-8• B 20 21 22 24 91•0" O 23 23 25 26 8'-2' D 22 23 24 25 r(Fr) TABLE 52 TRIBUTARYWIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6.5 5'-7 A 5-5• 8 20 21 22 23 8'•T D 23 23 24 26 7'-IV D 23 23 24 25 PROJECTION OF SINGLE Sy�N STUCTURES(FT) 7 4-10' A 5'-1" B 20 21 22 23 8'•2' D 23 23 24 25 7'-6" D 23 23 24 25 - 6' T 8' 10' 17' 12' {3' 14' t5' 16' iT IB' 19' 20' 27' 72'7.6 4.6' A 4'-1D" B 20 20 22 23 T•f0' D 24 24 24 25 T-2- D 23 23 23 25 3' 3.5' 4' 4.5' 5' SS 6' 6.5' T 7.5' a' 8.5' 9' 9.5' 10, 10.5' 11' 8 {'-3' A 4'-T B 20 20 21 23 VV E 24 24 24 25 6'-11" D 23 23 23 25 3,6 4' 4,5' � 5,5' V 6S j, 7.5' 8' 8.5' B• 9.5' 10' 1D•5' 11' 115' 85 4'-0" A 4-5" B 20 20 2123 T-2" E 24 24 24 25 6'-8' D 23 23 23 24 de da rva 5.5' 6' 6.5' T 7.5' 8' 8.5' V 9.5' 10, 10.5' 11• 11.5' 12, 9 3-9• A 4'.2" 8 20 2D 21 22 6.11" E 24 24 24 25 6'-5' D 24 24 24 24 da da do Na Aa da Na B' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.6'9.5 T-7' A 4'•0• B 21 21 21 22 6-B• E 24 24 24 24 6-2- E 24 24 24 24 Iva Na Na wa wa nra Na Na Na wa rJa ID.5' 11' it.5' 12 12.5' 13' 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 25 3 it'-4" A 6.4- A 20 25 26 28 12'-T G 23 27 29 30 W-W B 22 26 28 30 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for 35 9'-a" A 7-T B 2D 24 26 27 11-6' 0 23 27 28 30 10•51 C 23 26 28 29 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures 4 6-0" A 6'-11" B 2( 24 25 27 1D'-e• D 24 26 28 29 91-W C 23 25 27 29 Post Description Max POST Detail Post Description Maximum Max POST 4.5 71 w A 6-5' B 21 23 25 26 , ID'-D" D 24 26 27 29 9-D• 0 24 25 27 26 Hgt Code Footing Height Code Detail# 5 6'-9" A 6-0" B 21 23 25 26 91-C D 25 25 27 28 81.6' D 24 25 26 28 Twin 0.060"xti5"xl.5"Scroll 9' A AG 0.041'SGZW"Steel Clover d= 2a' 1 9' 1 B N71,AH 5.5 612' A 5'•T 8 21 23 24 26 8'-10' D 25 25 27 28 B'-t' D 24 25 26 28 0.042"x3"x8"Aluminum Post 10' B N30 0.041"aG Gi"Steel Clover d= 21' 0' 1 B N11,AH 6 5'-V A 5'-3' a 22 72 24 25 a'4• D 25 25 26 28 7'68' D 25 25 26 27 0.02W')0)0'Post with Side lat 11' B NIS.BK 3116'SGi'7G3"Steel$ Uaf d= 29' 14 E N17 AG 6.5 5'-2- A 4•41• B 22 22 24 25 V e' E 26 26 26 27 7.4• D 25 25 26 27 Clover D.030'X 50'Alum 11' C Nit,AH I leet S u e d= 32" 8' F N17.AG 7 4-10' A 4'68• a 22 22 23 25 T-7' E 26 26 26 27 74" D 25 25 25 27 Clover 0,040')Li"53"Alum 11' D N11.AH 3116"xV*x4"Steel S u d= 35' 14' F N17,AG 7.5 4''-W A 4•-S' B 22 22 23 25 T.3• E 26 26 26 27 6'-8' D 25 25 25 27 Colonial 0.062"Extruded 12' E AE 3116"x4'k4"Steel S u re d= 38" w F N17,AG 6 4'-W A 4'-3" B 22 22 23 24 6-lV 'E 26 26 26 27 6'•5' D 25 25 25 25 0.041'Sx3'50'Steel Clover 11' F Nnt.AH 3116"x5'k5"Steel S re- d= 41" 15 G N17,AG e5 a'-o' A a-D• B zz 22 23 24 6-a" E 26' 26 26 27 s'-z• E 26 zs 26 26 0,041'SGi'x3"Steel Clover I G Nf1,AH 3116'5056"Steel S re d= 46' 15' I N77,AG 9 T'9' A V-10' B 22 22 23 24 6-5" E 27 27 27 27 6-0• E 26 26 26 26 3/16"xXXT'Steal Square 15 H NI 7.AS - 9.5 3'-7" A 3'-V C 22 22 22 24 6'-2' E 27 27 27 27 5'-9" E 26 26 26 26 311650533'Ste01 Square 12' 1 N17.AG ,+10 3'4- A 31-V C 22 22 22 24 C-0" E 27 Z7 27 21 5'-T E 26 26 26 26 3116")W x4"Steel Square 15' J N17,AG GSS� GENERAL INSTRUCTIONS FOR THESE TABLES 3116"x5'7r5"Steel Square 15' K w7,AG Q�OF 0 1..CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN Sid L p'(� .' 2 CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.1 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT. Amerimax Exterior Home Products if S C'/y y�� C,1 3.-DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 28921 US Hwy 74 P rN,q� (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE OIC SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romoland,CA 92585 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(NI-N35 orA-BM) 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. 681 ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.1 Lynchburg,VA 24603 CALCULATE FROM TRIBUTARY DIAGRAM ON SCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cartautnaM t orn astnet S.CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE SLAB 9.FOLLOW 940 FROM ABOVE POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MIs03 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES L CAI.. 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.1 T,g�• AL OCT 02 2013 JUN 02 2015 ICC ESR1398(2012 IBC)9/29/2013 Page 25 of 66 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 116 MPH WIND AREAS 5.6'Eldrudad Fascia(Detail L) California Extruded Fascia(Detail G) 0.041")C XT'Steel Cloverleaf(Detail W) 5.5"Extruded Fascia(Detail L) California Extruded Fascia(Detail G 0.041")OW"Steel Cloverleaf(Detail W) TABLE 6.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.5 Attached Freestanding or Attached Freestand ng or Attached Freestanding or Structure Mullis an Units Structure Multispan Units Structure Multi an Units I Structure Mulfispan Units Structure Multispan Units Structure Multispan Units ITUB POST POST MAX ENGTK MAX AX ST SNOW WIDTH SPACING REO'D 1'OS MIN FOO7N72 a i 0IV I 17 POST MIN FOOTER a-I O 0 LENGTH 2' OST MIN FDOTER 81 010 L I 12'IEWITH SNDW�WIDTH SPACING R90 POT MIN TE MAX I POST I LENGTH POS MIN DOTE V 1 01 I 12' POST MIN OOT w 10IV LENGTH iT LOAD (Fr) ON SLAB FOR SPACING POST 512E CONSTRAINED FOOTER SPACING POST SQe CONSTRAINED FOOTFA SPACING POST SRE CONSTRAINED FOOT9R LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED F007ER SPACING POST SIZE CONSTRAINED FOOT SPACING POST SIZE CONSTRAINED FOOTFR (PS9 (FT) SLAB (FT) TYPE •d' "d" "d" 'd' (FT) TYPE 'd' 'd' "d" 'd' (Fr) TYPE 'd' -d- •d" "d' (PSF) (Ff) SLAB (F7) TYPE -d' -d- "d' •d-- (M TYPE "d' 'd" -d" "d' (Fri TYPE •d. 'd- "d" -d- On) (in) (In) (In) fin) M) (In) tN) (In) 0n) (In) (in) (n) (In) (h) Pn) 6n) (H) (in) M) (H) (M) (in) 115 MPH EXPOSURE B 115 MPH EXPOSLRE B . 10 3 22'-8" -A 12'•7" A 20 20 22 23 12'•5" A 2D 2D 20 22 1D'•9' A 19 21 22 23 30 3 7-6' A 8'•5' B 19 19 20 22 9'J' B t8 18 i9 21 8'-1• A 16 18 21 22 LIVE 3.5 1915' A 11'4' A 2t 21 21 22 11'-4" A 21 21 21 2t 9'•10' A 20 20 22 23 3.5 81•2" A 81-6' B 19 19 20 21 8'4" B t9 19 19 20 7'4" B III Is 20 22 LOAD 4 17'60" A 10'-T 8 21 21 21 22 10'-5' A 21 21 21 21 V-1' A 20 20 21 22 4 71•1' A 7'-9' B 19 19 20 21 T-7" B 19 19 19 20 6'-9' B 16 19 20 21 ONLY 45 IS'I* A 9'-10" a 22 22 22 22 B'-6' B 21 21 21 21 B'-6' A 21 21 21 22 4.5 61-C A 7'•2' 8 19 19 20 21 7'-0" B 19 19 19 20 61J• B 19 19 20 21 5 13'-7' A 91•2' B 22 22 22 22 91-0' B 22 22 22 22 7.11" A 21 21 21 22 5 51•8" A 6'-W B 20 20 20 21 6'-W B 19 19 19 20 5'-10' B 1B 19 20 21 5.6 12'-4" A 6'-7' B 22 22 22 22 8'-5" B 22 22 22 22 7'-S" A 21 2t 21 22 5.5 5'•2- A 6'-3' B 20 20 20 20 6'-1" a 20 2D 20 20 5'-6' B 19 19 19 21 6 114" A 8'•2" B 22 22 22 22 8'•0• B 22 22 22 22 7-I. $ 21 21 21 22 6 4'-9' A 5'•10' B 20 20 2D 20 S'-B" B 20 20 20 2D 5162" 8 19 19 19 21. 6.6 lot S" A T1' B 22 22 22 22 7-0" B 22 22 22 22 6'-6' B 21 21 21 21 6.5 4W A W.S. C 20 20 20 20 54" B 20 20 20 20 4'-11' B 19 19 19 20 7 91•9" A 74' B 23 23 23 23 7-2" B 22 22 22 22 6'-5` B 22 22 22 22 7 4-1' A 5'-2- C 20 20 20 20 SL1• B 20 20 2D 20 4'-8' 8 19 19 19 20 7.5 9-1" A 71•0" B 23 23 23 23 6'-10" B 23 23 23 23 6'-1" B 22 22 22 22 7.5 3'-9' A 4'•11' C 20 2D 2D 20 4'-9' C 20 20 20 20 4'-$' B 26 20 20 20 8 8'4" A 6'--8" B 23 23 23 23 W-W B 23 23 23 23 5'-10" B 22 22 22 22 8 W.G. A 41•6" C 20 20 20 20 4'-7' C 20 20 20 20 4'•3• 8 20 20 20 20 8.5 8"•0" A 6'-5" 8 23 23 23 23 6'-3' 8 23 23 23 23 6'-7" a 22 22 22 22 8.5 31-C A 4'-6' C 21 21 21 21 4'-4" C 20 20 20 20 4'-0' 8 20 20 20 20 9 71-0" A 6'-I" a 23 23 23 23 6'•0' B 23 23 23 23 V-5' 8 22 22 22 22 9 3'-2` A 4'-3" C 21 21 21 2l 4'-2` C 20 20 20 20 3'•10' 8 20 20 20 20 9.5 7'2' A 51 11" B 23 23 23 23 5'•9" B 23 I3 23 23 9-2- B 22 22 22 22 9,5 3'-D" A 4-1' C 21 21 21 21 4'-D' C 20 20 20 20 T-9" C 20 20 20 20 10 6'•9" A 5'-W B 23 23 23 23 51-V B 23 23 23 23 V-V B 23 23 23 23 t 15 MPH EXPOSURE C or 130 MPH EXPOSURE B 11 61-2• A 6'-W 8 24 24 24 24 5'-2' 8 23 23 23 23 4-8" 8 23 23 23 23 30 3- 9'-' A B'-10" B 2D 21 22 23 i1=11 B 20 20 21 22 7'-7' B 19 21 22 24 12 5'-8• A 4'41" C 24 24 24 24 4'•10" B 24 24 24 24 4'•5" B 23 23 23 1 M 3.5 8'-2• A 7-111 8 21 21 22 23 74" B 21 21 21 22 6'•11' 8 20 21 22 23 13 5'-2' A 4'-8' C 24 24 24 24 4'-6' C 24 24 24 24 4'•2" 8 23 23 23 23 4 71•1' A T-3• B 21 21 21 23 7-1' B 21 21 21 22 V-4' 8 20 20 22 23 115 MPH EXPOSURE C or 130 MPH EXPOSURE 8 4.6 6'-4' A 6'-8' B 21 21 21 22 8•-6" B 21 21 21 21 5'-t0" B 20 20 21 23 10 3 22'-W A 111-6' A 22 22 23 24 111-4` A 22 22 22 23 9'-10` A 21 22 24 25 5 5'-e` A 6'-2" B 22 22 22 22 6'•0` B 21 21 21 21 5'-5• B 2l 2t 21 23 LIVE 3.5 191-5" A 10'•5" B 23 23 23 24 10'-3' B 23 23 23 23 91•0" A 22 22 23 24 5.5 5'-Y A 5'•9' C 22 22 22 22 5-r B 22 22 22 22 6'-1' B 2% 21 21 22 LOAD 4 1T•6" A e'-7- B 23 23 23 24 91 5• B 23 23 23 23 8'•3" A 22 22 23 24 6 4'•9• A 5'-5" C 22 22 22 22 5-3- C 22 22 22 22 4'-10' B 21 21. 21 22 ONLY 45 Is,1" A a,Ir 8 23 23 23 23 6'4" B 23 23 23 23 71-8" A 22 22 22 24 6.5 4'4" A 514" C 22 22 22 22 4'•11' C 22 22 22 22 4-7' B 2t 2% 21 22 5 13'-7' A 0'-3" B 24 24 24 24 8'4• B 24 24 24 24 T•Y B 23 23 23 24 7 4'-1" A 4-1D' C 22 22 22 22 4'•8" C 22 22 22 22 4'4- B 21 21 21 22 5.5 12'W A T-9' B 24 24 24 24 7'-Y' B 24 24 24 24 6'-W B 23 23 23 23 7.5 3'•9• A 4'•7" C 22 22 22 22 4'•5' C 22 22 22 22 4.1" B 22 22 22 22 6 111-4" A 74' a 24 24 24 24 7'-2' a 24 24 24 24 614" B 23 23 23 23 8 31-6• A 4'-4' C 22 22 22 22 4'•T C 22 22 22 22 3'-111 C 22 22 22 22 6.5 10'-5" A 6'-11" B 24 24 24 24 6'•9" B 24 24 24 24 6'-0' B 23 23 23 23 8.5 W4' A V-I" D 22 22 22 22 4'-0" C 22 22 22 22 T-9" C 22 22 22 22 7 91-8" A 6'-T B 25 25 25. 25 61•5" 8 24 24 24 24 W.S. B 23 23 23 23 9 3-T A F1I' D 23 23 23 23 3'•10' C 22 22 22 22 7.7" C 22 22 22 22 7.59-1" A W-3' B 25 25 25 25 W-1" B 24 24 24 24 F.S. B 24 24 24 24 915 T-T A 3'•9' D 23 23 23 23 S'•8" C 22 22 22 22 3'•5' C 22 22 22 1 22 8 81-W A 5'-11' B 25 25 25 25 51•9' a 26 25 25 25 5-3" 6 24 24 24 24 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 8.5 8'-0" A 51•8' C 25 25 25 25 5'-6- B 25 25 25 25 5'-0" B 24 24 24 24 40 3 T-2' A 7'-10' B 20 20 22 23 7'-8' B 19 19 21 22 6'•10' B I9 21 22 23 9 T-0" A 5-5" C 25 25 25 25 5'4" B 25 25 25 25 4'•10- 8 24 24 24 24 3.5 6'•2' A 7'-0' B 20 20 21 23 61•10' B 20 20 20 22 6'•27 B 19 20 22 23 9.5 7'-2" A 5'-3" C 25 25 25 25 5'-1" C 25 25 25 25 4-r B 24 24 24 24 4 51•51 A G 5' B 20 20 21 22 6'-3` B 20 2LI 20 21 5'-7- B 19 20 21 23 f0 6'-9' A F-0" C 25 25 25 25 V-11" C 25 25 25 25 4'-6" B 24 24 24 24 4S 4'-9' A 5'-10" C 20 20 2t 22 5'-T B 20 20 20 21 5'•T 8 20 20 21 22 11 6'-2- A 4"•e" 0 25 25 25 25 V-6" C 25 25 25 25 4'•T B 25 25 25 25 5 41-4" A 5••S' C 21 21 21 22 6'-3' C 20 20 20 21, 4'•10' B 20 20 21 22 12 51•5• A 4'4" C 26 26 26 26 4'-T O 25 25 25 25 3'•11' B 25 25 25 25 5.5 3'-11" A V41 C 21 21 21 22 4'-11' C 21 21 21 21 4W B 20 20 21 22 13 5'•2" A 4'-1' C 26 26 26 26 T-111• C 26 26 26 26 3--9- C 25 25 25 25 1 6 3'•T A 4'-9" C 2t 21 21 21 4=7' C 21 21 21 21 4'-3" B 20 20 20 22 115 MPHEXPOSURE B 6.5 TW A 4'-5' C 21 21 21 21 44' C 21 21 21 21 4'•0" B 20 20 2D 22 20 3 11'-10' A 101-1' B 19 19 21 22 9'-11' B 10 19 20 21 9'-9" A IB 20 21 22 7 3'•1' A 4'•2' C 21 21 21 21 4'•1' C 21 21 21 21 3-10' C 20 20 20 21 LIVE 3.5 II-2" A 9'-2' B 18 19 2D 22 9'-01 B 19 19 19 21 T•17" A 10 19 21 22 7.5 2'-10' A 3'-11' D 21 21 21 21 3'-10' C 21 21 21 21, 3'-7' C 21 21 21 21 LOAD 4 8'--11" A B'-5' B 20 20 20 21 0'-3' B 20 20 20 20 71-3" A 19 19 20 22 a Y-8• A 3'•9" D 21 21 21 21 3'-7' C 21 21 21 3'-5" c 2t 21 21 21 ONLY 4.5 T-11" A T-9" B 20 20 20 21 T-7' B 20 20 20 20 G•9" a 19 19 20 21 8.5 7.6' A T-7- D 21 21 21 21 3'-V D 21 21 21 21 3%3" C 21, 21 21 21 5 T-l" A T•3' B 20 20 20 21 7.1" B 20 20 20 20 6'-3" B 19 19 2D 21 9 2-4- A T-5• D 21 21 21 21 3'-3" D 2 21 21 21 T-2' C 1 21 21 21 21 5.5 6'-5` A 6'•9' 8 20 20 20 21 6'-7" B 20 20 20 20 5'-11" B 19 19 20 21 115MPH OWOSLREB 6 51•11" A 6W a 21 21 21 21 6'-2' B 20 20 20 20 5'-7" B 20 20 20 21 40 3 7'-2' A 8'•Y B 10 19 20 21 -6'-1" 8 18 16 19 20 6.5 5'-5• A 61•0' B 21 21 21 21 5'•10" B 20 20 20 20 5'•3" B 20 20 20 21 3.5 6'-2' A T•5" B 18 10 2D 21 7W B 18 1 19 20 7 5'-P A 5'-8' B 21 2121 21 5'•6" B 21 21 21 21 5'-0' B 20 20 20 20 4 51W A 0'-10" B 18 16 19 21 6'-B' a 1a 1: 19 20 ,•A�Q��JaS)� 7.6 4=9' A S'-S' B 21 21 21 21 5'-3" B 21 21 21 21 4'-9" B 20 20 20 20 4.5 4'•9' A 6'3' B 19 19 19 20 6'-1" ; B 18 18 18 20 l 8 4'-5• A 5'-l" C 21 21 21 21 6'•0' B 21 2t 21 21 4'-7- a 20 20 20 20 5 4'-4' A 51•9' B 19 19 19 20 SILO' 19 19 B 19 Q• �U I/ • 8.5 4'•2' A 4'-it" C 21 21 21 21 4=9" B 21 2t 21 21 VV B 20 20 20 20 5.5 3'-11" A 51-W C 19 19 19 20 F-3" B 19 19 19 9 31•41" A 4'-B" C 21 21 21 2t 4'-6' B 21 21 21 21 41•T B 20 2D 20 20 6 3=7• A 51-T C 19 19 39 20 4AI" C 19 19 1 19 9.5 3-9' A 4'-6' C 21 21 21 21 4.4- C 21 21 21 21 4'-l' B 21 21 21 21 6.5 314. A 4'•9" C 19 19 19 20 4'-7' t9 l9 19 19 1'11 10 W-V - A 4'4" 0 21 21 21 21 4'-2" C 21 21 21 21 3'•11' B 21 21 21 21 7 W.I. A 4%S" C 19 19 19 20 4W 9 19 it 3'-2" A 4'-0' 0 22 22 22 22 3'-10' C 21 21 21 21 3115" B 21 21 21, 21 7.5 21•10' A ��4 C 19 19 18 19 4-1" C 12 Y-11' A 3'•9' C 22 22 22 22 3'-7" C 21 21 21 21 3'-5` C 21 2t 21 21 8 2'-8' A C 19 19 19 19 3-11' C13 2'-6' A 3=G C 22 22 22 22 3'4' C 21 21 21 21 3'3�" C 21 27 21 2t 8.5 2-b' A D 19 19 19 19 T•e'0 2'4" A D 20 20 20 20 T•6• ,'3L fe ,9 G'! �Q'' 8139 fiCA1.1�' 012017 4CT 02 2013 ICC ESR1398(2012 IBC)9/29/2013 Page 26 of 66 civ • Fr t 1FCQ�\P JUN 02 2015 SOLID COVER 5.0•POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS 5.5"Extrudedd-Fascia(Detail L) California Exlrluded Fascia(Detail G) 0.041"x3'k3"Steel Cloverleaf(Detail W) 5.5"E traded Fascia(Detail L) California Extruded Fascia(Detail G) 0.041")O'x3"Ste01 Cloverleaf(Detail W) TABLE L5, Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multis an Units Structure Multispan Units Structure Mullis an Units Structure Mullis an Units Structure Mullispan Units Structure Multis an Units POST MAX ST POST ENGTH MAX MAX POST POSTB POST POST MAXLENGTHWIDTH ENGTH MAX I Ml " 1 Y LOAD (FT) ONSLAB FOR SPACING POST S= CONSTRAINED FOOTES SPACING POST SIZE CONSTRAINEDFOOTER SPACING POST SIZE CONSTRAINED FOO '.LOAD (FT) ONSLAB FOR SPACING POST 8 CONSTRAIPED.FOOTER SPACING POST SIZE CONSTRAINED FO07 IP-1 POST 82E I---FOOT (PSF) (Fn SLAB (Fr) TYPE 'Ir 'd' •d' •d• (FT) TYPE •d" •d" -d• •d- FFn TYPE - •d- --d- "d- •'Cr (PSF) (FT) " (FT) TYPE -d- 'd• 'd• •'d• (Fr) TYPE -d- 'd' •d' •e (FT) TYPE 'd' 'd• -d• (G8 ttn} ryI) (1n) (W tW On) (in) M) M3 (P8 (in) y)S'B NIl 8n1 (ln) (In) (n) @) (in) (In) (in) (N) On) 116 MPH EXPOSURE C or 130 MPH EXPOSURE 8 115 MPH EXPOSURE B - 20 3 11'-10" A 9'-5' B 21 21 22 24 9'-3" B 21 21 21 23 V-t' A 20 21 23 24 60 3 4'-10" A 6'-V B t6 18 19 20 6'3" 8• 16 17 18 20 V-V 8 16 Is 70 21 LIVE 3.5 10-2" A 8'-V B 21 21 22 23 V V B 21 21 21 22 T-4• 8 20 21 22 24 3.5 4'-2" A 51-8" C 17 18 t9 20 5'-7" B 16 17 18 19 5'•1" B 16 18 19 21 LOAD 4 8'-11" A T•9" B 22 22 22 23 71•7" B 21 21 21 22 6'-9" a 21 21 22 23 4 3'-7" A 5-2• C 17 17 19 20 5'-1' C 17 17 18 19 4'-8- 0 16 18 19 20 ONLY 4.6 71-11" A T-Y B 22 22 22 23 7'-0" B 22 22 22 22 8'-3• B 21 21 22 23 4.5 V-2' A 4=9" C 17 17 18 20 414" 0 17 17 f8 19 07 a 16 17 19 20 5 7'-0" A 6'-6" B 22 - 22 22 22 6'-V B 22 22 22 22 6'-10 B 21 21 21 23 5 2=11- A 4.4• C 17 77 18 194-3*' " C 17 17 t6 19 3'-11" B 17 17 19, 20 S.5 V-5' A 6'-3• B 22 22 22 22 61.1• B 22 22 22 22 51-6" B 21 21 21 23 5S 2'-7" A 4'-1" C 17 17 16 19 3=11' C 17 17 17 19 3'-6" C 17 17 is 20 6 6141' A 5'-10• 8 22 22 22 22 S'-8- 8 22 22 22 22 5'-F 6 22 22 22 22 6 V-61 A T-V D 17 17 18 19 31•8" C 17 17 17 19 31-V C 17 17 18 19 6,5 51-5" A 51-V C 23 23" 23 23 51-V B 22 22 22 22 4'-11' 8 72 22 22 22 GIs Y•21 A 31-W D 17 17 Is IS 313• C 17 17' 17 19 3'3" C 17 17 18 19 7 6-1• A 5'-2" C 23 23 23 23 5'•1" B 23 23 23 23 4'-8" B 22 22 22 22 7 2'-1 A T-4" D 17 17 18 19 T-2' D 17 17 17 19 3'-T' C 17 17 16 1B 7.5 4'-9" A V-11• C 23 23 23 23 4'-9' C 23 23 m 23 4'-5" B 22 22 22 22 7.5 1.11• A 3'-2" D 17 17 i8 19 31•0- D 17 17 18 18 2'41' C 17 17 18 19 a 4'-V A 4'-6' C 23 23 23 23 4'-7• C 23 23 23 23 .4'-J• 8 22 22 22 22 a 1%9" A 2'-1 f" D 18 is 18 19 2=10" D 17 17 16 19 Y•9' D 77 f7 78 iB 8,5 4tr A 4'4" C 23 23 23 23 4'-4• C 23 23 23 23 4'-0" B 22 22 22 22 8.5 1'-8" A 2-10' D 16 i 18 16 19 2'-8• D 17 17 18 19 2'-8" D 17 17 IS 19 9 8-11• A 4'-3• C 23 23 23 23 4'-2" C 23 23 23 23 3'-10• B 22 22 22 22 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 9.5 T-V A 411' C 23 23 23 23 4'-0" C. 23 23 23 23 3'-91 B 23 23 23 23 60 3 t40' A 61-V B 16 19 21 22 &3" B 18 f9 20 21 5=B• B 18 20 21 23 10 T-W A T-11• C 23 23 23 23 3-10" G 23 23 23 23 317" C 23 23 23 23 3.5 4'.2• A 51-V C 19 19 21 22 V_?* D 18 18 20 21 5=t" B 18 20 21 22 11 3'-2" A T-V D 23 23 23 23 3'•6- C 23 23 23 23 3'4- C 23 23 23 ,23 4 31•7" A 5'-2' C 19 19 20 22 5'-1" D is 19 19 21 4-6" B 18 i9 21 22 115 MPH EXPOSURE B _ - 4.5 3'-2' A 4'-9" C 19 18 20 21 4N-7" D 19 19 19 21 4-7 B '18 19 20 22 25 3 111-4' A 10,1" 8 18 19 21 22 5-11" B 18 1B 20 21 8'-9" A 18 20 2t 22 6 2'-11' A 4 -3'-4- c 19 19 20 21 4' ' D 19 19 19 20 3'-11" 8 19 19 20 22 2"3.5 91-8" A 9'- B 19 19 20 22 9'-V B 19. 19 19 21 7'41' A 18 19 211 22 5.5 2'•7' A 4'61• D 19 19 20 21 3'-11-, D 19 19 19 20 3=6" C 19 19 2D 21 4 8'-6• A 8'-51 a 20 20 2D 21 8'3". B 20 20 20 20 71-3' 8 18 19 20 22 6 2=5" A T-9" D 19 19 19 21 V-S' D 19 19 19 20 T-6• C 19 19 20 21 4.5 T-6' A T-9' B 20 20 20 21 T-T B 20 20 20 20 6'-9" B t9 19 20 ,. 21 6.5 2'•2' A 3'-6" D 20 20 20 21 3'-5' 0 18 19 19 20 SIV C 19 19 20 21 5 F-9" A 7'-3' B 20 20 2D 21 T-1" 8 20 20 20 20 C-3• B 19 19 20 21 7' 2'-1' A 3'-4' D . 20 20 20 2t Y-2' 0 19 18 19 20 3-1' C 19 19 20 21 B. 6'-2" A V.S. B 20 20 20 21 6'-T 8 20 20 20 20 5'-11" B 19 19 20 21 6 5'-8" A 6'-4• 8 21 21 21 21 6'-2' 8 20 20 20 20 5'-7' B 20 20 20 21 OVER- TABLE 62 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES a.5 V-21 A 6'-0" B 21 21 21 21 5'-10- B 20 20 20 20 5'-3" B 20 2D 20 21 HANG PROJECTION CF SINGLE SPAN STUCTURES(FT) 7 4'-10• A 5'-8" B 21 21 21 21 V.6" B 21 21 21 21 V-2" B 20 20 20 20 (Fn 5' T 8' 9' 101 III 1Y 13' 14' IV IF 1T IV 19' 20, 21' 2Y 7.5 4'-6" A 5'-V C 21 21 21 21 S'.3" B 21 21 21 21 4=9' B 2D 20 20 20 0' T 3,6 4' 4.5' 5' 5.5, 6' 6.5' 7' 7.61 8' 8.V B' 9.5 10' 10.5 It, s VI�t't� 5 4'-3' A 5'-1" C 21 21 21 21 5'-0' C 21 21 21 21 4'-r 8 20 20 20 20 1' 3.5' 4' 4.5' S' S.5' 6' 6.5' 7' 7.5' 8' 815' 9' 9.6' t0' 10.5' 11' 11.5 G V C L�6.5 4"" A 4'--11' C 21 21 21 21 4'-9" C 21 21 21 21 4'•5• B 20 20 20 20 2' Iva Na Na 5.5' V 6.5' 7' 7-S 8' 8.5' 9' 9.51 10' 10.5' 11' 11.5' 12' Q `GQ PU 9• 9 3- A 4"8" C 21 21 21 21 4'-V C 21 21 21 21 '4'-2" B 20 20 2D 20 3' Na Ne Na Na Na NO Ne 8' 8.5' , S. 9.5' 10, 10.5' %1, 11•51 1Y 12.5' 8.5 '1-P A 4'-6r C 21 21 21 21 4-C C 21 27 21 21 4'-1" 8 21 21 21 21 4' Na Na Na Na Na Ne Ne Ne Na Na _Ne 10.9 11' 11.5'- 12' 12.5' 13, 115 MPH EXPOSURE C or 130 MPHEXPOSURE B I \ C 139 25 3 111-V A 9-5• B 21 21 22 24 9'-3- m- a 21 21 21 23 VA. A 20 21 23 24 TABLE 6.3 Post Requirements TABLE 5.4 Post Requlremmnts for 3.6 9'-6' A 8'-6" B 21 21 22 23 V-4' a 21 21 21 22 7-4' a 20 21 22 24 for Attached Single Span Structures Freestanding Structures or Mulitsioan Attached Structures 4 81-6• A T-9' 0 22 22' 22 23 T-7" B 21 21 21 22 5.9• B 21 21 22 23 Post Description Max POST Detail Post Description Maximum Max POST - 101201 4.5 T-6" A T-z• 0 22 22 22 23 7.0' 0 22 22 22 22 B'-3" B 21 21 22 23 H t Code Footingeight Coda Datalt�l 5 6'-V A 5.6' a 22 22 22 22 8'_r B 22 22 22 22 51-10• B 21 21 21 23 Twin D.060'k1.5"x1.5"Scroll 9' A Ac 0.041'50)Gi"Steel Clover do 20" 9' 1 lA 6.5 .s-z• A 6'-3• B 22 22 22 22 6'-1" B 2z 22 22 22 61-V B zt 21 21 23 0.042'W"W'Aluminum Post 1V B tau 0.041'50'6"Steel Clover d= 21" 8' ��• CIVI 6 5'-6• A 51•10- c 22 22 22 22 51-V B 22 22 22 22 5.2• B 22 22 22 22 0.024'AWk3"Post with Side lax 11' B NIS.BK 3116'k3"x3"Steel Square do 29" 14•63 6'-2• A 5.6" G 23 23 23 23 S.4' C 22 22 22 22 4'-11• B 2z 22 22 22 Clover 0.030'!iGW'A(um 11' C N11AH 3116"x314"Steels uare d= 32" 8'7 a••10• A 5-r C 23 z3 23 23 5-1• C 23 23 23 23 4'-6" a 22 22 22 22 Clover0.049W'k3"Alum IT D N1f.iw 3116'S(4"x4"Steels uare d= 35"_ 147.5 4-6• A 4'-1t" C 23 23 23 23 4.9• C 23 23 23 23 4-5" a 22 22 22 22 Colonial 0.062"Extruded i2' E AE 3116"x4"x4"Steel S uare do 36" 9' 1J�84'-3' A 4'-S• C 23 23 23 23 4'-7' C 23 23 23 23 4'-3' B 22 22 22 22 0.041'5014"Steel Clover S 1' F N11,AH 3116'k5"X5"Steel S uar0 do 41" 15' GIN J 8.5 4'-0' A 4'-6- C 23 23 23 23 44 C 23 23 23 23 4--0' B 22 22 22 22 01041*50'x3"Steel Clover 6' G Nit AH arluA6'St6"Seel Square do 46" 15' N17,AG '9 3'-94 A 4'•3" 0 23 23 23 23 0-2• C 23 23 23 23 3'-10" C 22 22 22 22 3116'504"Steel Square 16 H N17,AG 9.5 '3•-A A 4=1' D 23 23 23 23 4'-V C 23 23 23 23 W-9" C 23 23 23 23 311V 0)0'Steel Square 12'. 1 N17.AG t0 3'-4• A 3'-11' D 23 23 23 23 T-10' C 23 23 23 23 31•7" C 23 23 23 23 3116k4'k4"Steel Square 16 J N17•AG GENERAL INSTRUCTIONS FOR THESE TABLES 3l16'k5'Sd"Steel S uare 15' K Nf7.AG �EL� �SS�O�tir 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN P f 2 CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.6 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerlmax Exterior Home Products w 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 28921 US Hwy 74 =Gj• V• Cam (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE 01C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romaland,CA 92585 C5 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(N1-N35 orA-BM) 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place * ! Tk 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR- SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.5 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ON SCO2 PAGE 2 OF 2 SLAB a.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cariputnaml(Gccomcastnet 6.CHOOSE A HEADER FROM TABLE 6.5 THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE POSTSPACING. SLAB 10.FOR TWO POSTSTRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OFTHESE TABLES 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.5 OCT 02 2013 ]CC ESR1398(2012 IBC)9/29/2013 Page 27 of 66 SOLID COVER 5.0 POSTSPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH VANDAREAS Classic Extruded Fascia(Detail H) Alaskan Extruded Fascia(Detail K) Double Steel Cloverleaf Detail AA Classic Extruded Fascia(Detail H) Alaskan Extruded Fascia(Detail K) Double Steel Cloverleaf(Detail AA) TABLE 5.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mullis an Units Structure Multis an Units Structure Multispan Units I Structure Multis an Units Structure MulGspan Units Structure Multispan Units TRIB POST I POST STLENGTH MAX GROUND WIDTH SPACING REO'D POST MIN FOOTEA v I 7RIB POST POST MAX POST LENGTH lz POST .MIN FOO7ER W I O V i 2 POST MIN FOOTER TH V ,AX 010'EM1Y GROUND WIDTH SPACING REQ POST MIN ODT MAX POST 0.LENGTH T 2' POST MIN OOT V I O IV I Y POST. MIN DOTE V 1010,E I 12H LOAD (FT) ONSLAS FOR SPACING POST SIZE CONSTRAINED F007S SPACING POST SIIE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT) ONSLAB FOR SPACING POST SIZE CONSTRAINEDFOOTER SPACING POST SGE CON5fRAI ED F007 SPACI POST SIZE CONSTRAINED FOOTS (PSF) (F11 SLAB lFT) TYPE 'd •d- 'd' -d- (Fr) TYPE 'd' -d' 'd' 'd" (FT) TYPE "d' 'd" •d. 'd" (PSF7 (FT) SLAB (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd" 'd' 'd• 'd' (Fn TYPE 'd' Ant (in) on) (in) (rnl (in) (in) (rn) fn) An) (ti) (in) Cm) Ant t1n) (in) Ant M) (in) (In) (1n) (In) I Ml (bl 115 MPH EXPOSURE B 115 MPH EXPOSURE 9 10 3 , 2Y-8' 'A 16'-9` B 22 22 23 24 13•-10' A 21 21 22 23 13'•7" A 21 22 23 24 30 3 91-6' A 131•6" D 21 21 22 23 11w B 20 20 21 22 111-6" B 20 21 22 23 LIVE 3.s 19'65" A 151-2" 8 23 23 23 24 13-2' 8 22 22 22 23 12'-10' B 22 22 23 24 3.5 V-2" A 10-10" D 22 22 22 23 10••6' C 20 20 21 22 10Y•11" C 21 21 22 23 LOAD 4 17'-V A 14-6" B 24 24 24 24 1Y•71 B 22 22 22 23 17-4" B - 22 22 23 24 4 71•1" A 12W D 22 22 22 23 V-11" C 21 21 21 22 jow D 21 21 22 23 ONLY 4.5 IV-11 A 13•-t1" C 24 124 24 24 11'-11' B 23 23 23 23 IV-10' B 23 23 23 24 4S 6'4* A 11'-10• E 23 23 23 23 9'-0' D 21 21 21 21 10'-O" D 22 22 22 23 5 17-7" A 13'-5' D 25 25 25 25 111•2" 8 23 23 23 23 11-5" B 23 23 23 23 5 S'-8' A 11'-5' E 23 23 23 23 8%v D 21 21 21 21 9-8 O 22 22 22 23 SS IV 4" A 12''W D 25 25 25 25 10'•7" 8 24 24 24 24 Ill 11" C 24 24 24 24 515 5'•2" A 10%5" E 23 23 23 23 T-H' D 21 21' 21 21 Y-S' D 23. 23 23 23 6 '1T-4' A 11'-11" D 25 25 25 25 10'-0" C 24 24 24 24 10-9" C 24 24 24 24 8 4'-e' A 101•1' E 24 24 24 24 71-V D 22 22 22 22 9-1' E 23 23 •23 23 6,5 10'-S" A 11-7' D 26 28 26 26 9'-7' C 24 24 24 24 10•S' D 25 25 25 25 6.5 4'1" A 9110' E 24 24 24 24 T•l" D 22 22 22 22 6••11' E 24 24 24 24 7 T-8' A IVA" D 26 26 26 26 B'-2• C 24 24 - 24 24 10••3• D 25 25 25 25 7 4'•1' A V-r E 25 25 25 25 8'•S" b 22 22 22 22 k8" E 24 24 24 24 7.5 9'•1" A lit-I" 0 27 27 27 27 8'-9" D 25 25 25 25 10'-w D 26 26 26 26 7S Y-9" A B'-v E 25 25 2S 25 •6'-v D 22 22 22 22 8-5" E 24 24 24 24 8 I8•-e" A 17-10" D 27 27 27 27 B-5' D 25 25 25 25_ V-9" D 26 26 26 26 8 3'-6' A 9•-2' F 26 26 26 26 6'•2" D 22 22 22 22 8-2' E 25 25 25 25 8.5 8'-0' A 16'•7" E 27 27 27 27 113,4" D 25 25 25 25 8'-7" D 26 26 26 26 8.5 Y4" A 91•0" F 26 26 26 26 51•11" D 23 23 23 23 T-11" E 25 25 25 25 9 7'-W A 10-5" E 28 28 28 28 7-10" D 25 25 25 25 9'-5' 0 27 27 27 27 9 T-2' A 8'-10' F 26 26 26 26 5'-9' D 23 23 23 23 79' E 25 25 25 25 9,5 T•2' A 10'-3" E 28 28 28 20 7'-T D 25 25 25 25 9'-3" E 27 27 27 27 9,5 3'•0" A 8'-8• F 27 27 27 27 V-6' D 23 23 23 23 T-6' E 25 25 25 25 10 6'-9" A 101•0" E 26 28 26 28 7.4" D 25 25 25 25 914" E 27 27 27 27 .115 MPH EXPOSURE C or 130 MPH EXPOSURE B 11 V-2" -A 9'•B" E 29 29 29 29 V-10" D 26 26 26 26 8-8" E 28 28 26 28 30 3 V-6" A IT-l" D 23 23 24 25 IV-9' 0 22 22 23 24 11•.1' C. 22 23 24 25 12 5'-6" A 9'-5" E 29 29 29 29 61-W D 26 26 26 26 B•-5" E 28 28 28 29 3.5 8'•2" A 12'•5" D 24. 24 24 25 V-10' C 22 22 22 24 101-6" D, 23 23 24 25 13 5'•2" A 9'-2" F 30 30 3D 30 6•-2' D 26 28 26 26 8%1" E 29 29 29 29 4 7'-1" A 11'10" E 25 25 25 25 9'-1" D 23 23 23 23 10'-l" D 23 23 24 25 115 MPH EXPOSURE C or 130 MPH EXPOSURE B '4.5 V 4' A 1115" E 25 25 25 25 6'•5" 0 23 23 23 23 a,a" D 24 24 24 25 10 3 2Y-8' A 15-1' 9 24 24 25 26 131•1" 8 23 - 23 24 25 12'-10' 8 23 23 25 26 5 5-8' A 111-0" E 26 26 26, 26 7'-11" D 23 23 23 23 V4 E 25 25 25 25 LIVE 3.5 19'-5" A '14'-4' C 25 25 25 26 12'-5" 8 24 24 _24 25 12'-2• B 24 24 24 26 5,5 5-27 A- II-0" E 26 26 26 26 71-V D 24 24 24 24 V.I. E 25 25 25 25 LOAD 4 171•0' A 13'-9" D 26 26 26 26 IV-7" 8 25 25 25 25 111-8' B 25 25 25 26 6 4'-9' A 9'-9" E 27 27- 27 27 71•0' D 24 24 24 24 8•-10' E 26 26 26 26 ONLY 4.5 15'-1' A -13-2" D 27 27 27 27 10'-10' C 25 25 25 25 1V-2• C • 2S 25 25 25 6.5 4'-0' A 914' E 27 27 27 27 6•-6" D 24 24 24 24 6•-7" E 26 26 26 28 5 13'-7" A 12-9" 0 27 27 27 27 10'-2" C 25 25 25 25 10•-10" D 26 26 26 26 7 41•11' A 9'•S" F 28 26 26 28 G4" D 24 24 24 24 8-4- E 27 27 27 27 5.5 12'-4" A 11'-T D 27 27 27 27 9'-7- C 26 26 26 26 to,v D 26 26 26 26 7.5 3'-V A 9•-1" F 28 28 28 28 61•0" D 24 24 24 24 8-0" E 27 27 27 27 6 114" A li%Y D 28 28 26 28 B'-1" D 26 26 26 26 10'-F D 27 27 27 27 a 3-6' A 81•10" F 28 28 28 28 51•9• D 75 25 25 25 T-9" E 27 27 27 27 6.5 iv-5" A 11'-0' D 28 28 28 28 8'-B' D 26 28 26 25 9'-11" D 27 27 27 27 0.5 31•4' A 6'•e" F 29 29 29 29 6-6" E 25 25 25 25 T-8" E 27 27 27 27 7 9-8" A 10'-V E 29 29 29 29 8-3' D 27 27 27 27 9'-8' D 26 28. 28 28 8 3'-2" A V-6' F 29 29 29 29 S-4" E 25 25 25 25 T-4- F 28 28 28 28 1 7,5 91-" A 10'-5' E 29 28 29 29 T-11" D 27 27 27 27 91-V D 28 2B 28 28 95 3b• A 84" F 29 29 29 29 5'-1' E 25 25 25 25 T•27 F 28 28 28 28 8 81-6" A 10•-3" E 30 30 30 30 7'-7" D 27 27 27 27 9-3" E 29 29 29 29 tl5 MPH EXPOSURE C or 130 MPH EXPOSURE 8 0.5 61-0" A 10-0' E 30 30 30 30 7'4" D 27 27 27 27 V-1" E 29 29 29 29 40 3 T•2' A 12-4' D 23 23 24 25 9'-8" C 21 21 22 24 10'-5' D 22 22 24 25 9 T-6" A 9'-1 D" E 31 31 31 31 7'-1' D 27 27 27 27 61-11' E. 29 29 29 29 3.5 6'-21 A 11'-6• E 24 24 24 25• V-10' D 21 21 22 23 9'-11' D 22 22 24 25 9,5 7'-2' A 91•8" E 31 31 31 31 6'•10' D 26 26 28 28 61•9" E 30 30 30 30 4 5'-5' A 11%2' E 24 24 24 25 V.I.' D 22 22 22 23 91-V D 23 23 23 251 19 6'-9" A 9'•6' E 31 31 31 31 6-7- D 28 26 28 28 8'-7" E 30 3D 30 30 4.5 4'-9' A 10'•9• E 25 25 25 25 T-6" D 22 22 22 23 9141 E 24 24 24 25 11 6-2' A 9'-2" F 32 32 32 32 6'-2" D 28 28 28 26 V-2" E 31 31 31 31 5 4'-4" A 10'-4• E 26 26• 26 26 .T-0" 0 22 22 22 22 V10' E 24 24 24 24 12 5'-8' A 8'-11' F 33 33 33_ 33 W-10 D 28 28 28 2B 7-10' E 31 31 31 31' 5.5 3' A 9-5' E 26 26 26 26. 6-7" D 23 23 23 23 81•6' E 25 25 25 25 13 5'-Y A 8'•8' F 33 33 33 33 1 V.G. E 28 28 .28 28 7'-6' E 32 32 32 32 6 3'-T A 9'-2- F 26 26 26 26 6'•3' D 23. 23 23 23 81•3" E 25 25 25 25 115 MPH EXPOSURES 6.5 34• A 8-11" F 27 27 27 27 5-11' 23 23 23 23 71•11" E 25 25 25 25 20 3 '11'•10" A 14'1' C 21 21 22 24 12'-W B 20 20 21 23 12'-Ir B 20 21 22 24 7 3'-1' A B-9' F 27 27 27 27 5'-7' 23 23 23 23 T-T E 26 26 26 26 LIVE 3,5 IW-2' A IT-5' D 22 22 22 23 11-r B 21 2t 21 22 11-4' 8 21 21 22 23 7.5 2'-10' A &E" F 27 27 27 27 5'•4' E -23 23 23 - T•4' F 26 26 26 26 LOAD 4 8'-11' A 12'9" - D 23 23 23 23 10'•4• C 21 21 21 22 lw-10" C 21 21 22 23 8 2'•8' A V-r F 2B 28 28 28 5'•1" E 24 24 24 7'-1' F 26 2fi. 26 26 ONLY 4.5 7'-11" A 124" D 23 23 23 23 •9'-7" C 21 21 21 22 10'-5' D 22 22 2Z 23 8,5 21•6" A 8'-0" F 28 28 28 28 4'-111" E 2 24 4 4 V-11' F 27 27 27 27 5 T--1" A ll'-10* D 24 24 24 24 91-0" C 22 22 22 22 10•-1" D 23 23 23 23 B 2'-4' A 7'•8" F 28 28 28 28 4'-3" E 241 24 1 4 W-V F 1 27 1 27 27 27 5.5 6•-5 A 10'-10' D 24 24 24 24 8-6" D 22 22 22 22 91•9" D 23 23 23 23 115 MPH EXPOSURE B - I I v I - 6 51-11' A IV-15" E 24 24 24 24 r-l" D 22 22 22 22 •V-6' D 23 23 23 23 40 3 7'-2' A 12'•8' D 20 20 22 23 10'-2' C 19 19 21 22 6.6 5'-5" A 1D-3" E 25 25 26 25 T-B' D 22 22 22 22 W-3- D 24 24 24 24 3.5 6'4" A 12'•0" D 21 21 22 23 9'-" D 1 19 20 22 7 5'-1' A /0'-D' E 25 25 25 25 T-4' D 23 23 23 23 V-0. E 24 24 24 24 4 T-5- A IV4, E 22 22 22 23 6'-7' D 2 0 20 21 O� 7,5 /'-9" A 9'•B" E 25 25 25 25 T•0• D 23 23 23 23 8'•10' E 25 25 25 25 4.5 4'-9- A IV-1" E 22 22 22 23 T-11" D 20 21 8 4%5" A V-7" E 26 26 26 26 6'-6" D 23 23 23 23 B'-7" E 25 25 25 25 5 4.1" A ID-8" E 23 23 23 23 T-5' D 2 2 21 - 8.5 1-2" A 94' E 26 26 26 26 6'-5' D 23 23 2S 23 6-5' E 25 25 25 25 5.5 7.11' A W-9' E 23 23 23 23 T-0' 0 ;21 21 21 9 3-11• A 9••2' E 27 27 27 27 61•2" D 23 23 23 23 W-2- E 26 25 26 26 6 7-7' A 9•-5' E 23 23 23 23 6••7" i21 21 21 21 9.5 3'-9" A W.O. F 27 27 27 27 5-11- D 23 23 23 23 T 11• E 26 26 26 26 6.5 T-4" A 9••2" E 24 24 24 24 6'•3" I 21 U p q TiL 10 T-6" A V-10" F 27 27 27 27 5•-9" D 24 24 24 24 T-9' E 26 26 26 26 7 3••1' A 9'•0' F 24 24 24 24 5'-tY '••� D 17 11 3'-2" A 8-7' F 28 28 28 28 5'-S D 24 24 24 24 7'S' E 26 26 28 26 7.5 2'-10" A 8'-9• F 25 25 25 25 '-B' (�� 2t 72 2'-11' A 8'•Y F 28 28 28 28 5'•1" E 24 24 24 24 T-1' F 27 27 21 27 B 2'-8" A 8'•T' F 25 25 25 25 - ,21 13 2'-6' A T-10' F 28 28 28 28 4'•9" E 24 24 24 24 6'-10' F 27 27 27 27 8S 2'-6" A 8'-5' F 25 25 25 25 22 ?2 B 2'-4' A 6'-1' F 25 25 25 25 E 22 22 (�! �{• 6130120 * * OCT 02 2013 lV4 ICC ESR1398(2012 IBC)9/29/2013 Page 28 of 66 s�gTECF ��\� JUN 02 2015 SOLID COVER S.0'AOST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS Classic Extruded Fascia(Detail H) Alaskan Extruded Fascia(Detail K) Double Steel Cloverleaf(Detail AA) Classic Extruded Fascia(Detail H) Alaskan Extruded Fascia(Detail K) Double Steel Cloverleaf(Detail AA) TABLE 5.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.6 Attached Freestanding or Attached Freestanding or Attached Freestantling or Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Mullis an Units Structure Multispan Units Structure Multispan Units GROUND TRIG POST POST MAX MAX;OST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB POST POST MAX MAX�ST L i TH MAX MAX;POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO•D POST MIN FOOTER V 1 17 12' POST MIN FOOTER 8' ! Sir 12' POST MIN FOOTEe 8' l 10' IT SNOW VNDTH SPACING RE09 POST MIN 00T B' lir 12' POST MIN DOTE 8' 1 1lr 12' POST MIN oOTE 6' In' 12' LOAD (FT) ONSIAS FOR SPACING POST SIZE CONSTIYIINEDF00 SPACING POST SIZE CONSTRAINEDFOOT SPACING POST BRE CONSTRAINED FOOTERLOAD (FT) ONSLA9 FOR SPACING POST S4E CONSTRAINED FOOTER SPACING POST S¢E CONSTRAINED FOOTS SPACI POST SIZE CONSTRAINED FOOTS (PSF) (F7) SLAB (FT) TYPE 'd' 'd- -d- 'Cr (FT) TYPE 'd' 'd- -d- -d" (FT) TYPE -d" "d- "d' -d- (PSF7 (FT) SLAB (FT) TYPE "d- 'd' "d' 'd' (FT) TYPE d• 'd• 'd' Id' IM TYPE 'Cr 'd- "d' 'd- (uJ (8) (W (in) (tnI I. On) fry (In) (In) (m) M) (In) M) (in) (in) M) _M! M) {in) (b) fin) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 115 MPH EXPOSURE a 20 3 111-10" A 13'-6" D 24 24 24 25 It-5' a 22 22 23 24. 111-6" 6 22 23 24 25 60 3 4'-IV A 11'-2' E 20 20 21 23 8'-2' D 18 19 20 21 91-V D 19 20 21 23 LIVE 3.5 10'-2" A 1ZAV D 24 24 24 25 10'-5" C 23 23 23 24 10=11' C 23 23 24 25 34 4'.r A 10'-7' E 20 20 21 22 T-r D 18 18 20 21 9-0" E 19 20 21 22 LOAD 4 V-tt" A 1Y4" D 25 25 26 25 9'-6' C 23 23 23 24 10'.5" D 24 24 24 25 4 3-7' A IW-2" -E 21 21 21 22 6=9• D 1B 18 19 21 8-7- E 20 20 21 22 ONLY 45 71-11" A it'-t0" E 26 25 26 26 W-V D 24 24 24 24 to'-0' D 24 24 24 25 4.5 3'-2' A B'-B' F 21 2l 21 22 6.3' D 19 19 19 20 8-r E 20 20 21 22 5 T-1' A 11'66, E 26 26 26 26 8'-5" D 24 24 24 24 9'-8" D 25 25 25 25 5 2'-17" A 9.4- F 22 22 22 22 5-SO" 0 19 19 19 20 T-10" E 21 21 21 22 5.5 6'-S A 10'-5" E 26 26 26 26 71-11" 0 24 24 24 24 9'-5' D 26 26 26 26 5.5 2'-r A B'-r F 22 22 22 22 5-5' E 19 10 nl 20 T-S' E 21 21 21 22 6 5-11" A IM-1" E 27 27 27 27 T-w D 24 24 24 24 M-1' E 26 26 26 26 6 2'•5' A e'4" F 22 22 22 22 51-r E 19 19 19 20 T•r F 21 21 21 22 E.5 T-S' A 9110' E 27 27 27 27 7'-1" D 25 25 25 25 F-11" E 26 28 26 26, 6.5 2'•2' A 7'-11" F 23 23 23 23 4'-1V E t9 19 19 20 8'-10" F 22 22 22 22 7 5'-11 A 9'-7' E 26 28 28 28 6'-9' 0 25 25 25 25 8'-8" E 27 27 27 27 7 2!-1' A 7.7" F 23 23 23 23 4'-7- £ 19 1B 19 20 6'-r F 22 22 22 22 Ts 4'-9' A 9=4' E 28 28 28 28 6-V D 25 25 25 25 W-V E 27 27 27 27 7.5 1'41" A 7'-3' F 23 23 23 23 4'-4" E 20 20 20 20 61-V F 2Z 22 22 22 a 4'-5" A 9'.2" F 29 29 29 29 6'-2' D 25 25 25 25 F-2" E 26 28 28 28 8 1-9' A 6'-11' F 23 23 23 23 4LV E 20 20 20 20 6'-r F 22 22 22 22 8.5 0-2- A 9'-0' F 29 29 29 29 V-tt' D 25 25 25 25 T-tt' E 26 28 28 26 8.5 i%a' A 6'-W F 23 23 23 23 4'-T E 20 2D 20 20 5'-11" F 23 23 23 23 9 3'-11" A 8'-10" F 29 29 29 29 T.S. D 25 25 25 25 T-9' E 28 28 28 28 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 9.5 T-9" A 8'-8' F 30 3D 30 30 51-6' D 26 26 26 26 7'-6" E 28LELL�j 60 3 4'40' A 17'-r E 22 22 23 25 8'-Z' D 20 20 22 23 91-V D 21 22 23 25 10 T.6" A 8'-w F 30 30 30 30 SPA" E 26 26 26 26 T-4' F 29 315 0.2" A 10'-r E 23 23 23 24 7'-5' E 20 20 21 23 9'-0' E 22 22 23 24 it 8.2" A T-1- F W 31 31 31 5-0" E 26 26 26 26 'T-0' F 29 4 J'-7• A 10'-2" E 24 24 24 24 61A" E 21 21 21 22 8'-r E 22 22 23 24 115 MPH EXPOSURE B 4A 3'.r A 9'-91 F 24 24 24 24 6'-W E 21 21 21 22 6'r E 23 23 23 24 25 3 111,-4' A 1C-1' C 21 21 22 24 lY-r B 20 20 21 23 tY-0' B 20 21 22 24 5 2- 4 11" A V ' F 25 25 25 25 5'-10" E 21 21 21 22 7'-10" E 23 23 23 24 3.5 B'-a A 13'-5' D 22 22 22 23 11'-r B 21 21 21 22 11-4' B 21 21 22 23 5.5 2'-r A B'-7' F 25 25 25 25 5'-5' E 21 21 21 22 7'-5" F 24 24 24 24 - 4 W-V A 12'-9" O 23 23 23 23 10'4' O 21 21 - 21 22 10'-10' C 21 21 22 23 6 2'-Sr A 0'4" F 25 25 25 25 T-2" E 21 21 21 22 71-2" F 24 24 24 24 4.5 714" A 12'-4" D 23 23 23 23 9'-r O 21 21 21 22 10'-S' D 22 22 22 23 6.5 2-Z' A 7'-11" F 25 25 25 25 4.10' E 22 22 22 22 6'-IV F 24 24 24 24 5 6'-9" A- t1-10' E 24 24 24 24 B'-0" D 22 22 22 22 10'-1' D 23 23 23 23 1 1 7 1 2'-1- A r-7" I F 26 1 26- 26 26 4-7' E 1 22 1 22 22 22 6'-7- F 25 25 25 25 SS 6'-r A HY-10" E 24 24 24 24 B-6' D 22 22 22 22 9'-B' D 23 23 23 23 6 5'-W A 101-V E 24 24 24 24 8-1" D 22 22 22 22 9'-6" 0 23 23 23 23 OVER- TABLE6.2 TRIBUTARYWIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6.5 T-2• A 10'-3" E 25 25 25 25 71r D 22 22 22 22 91-r E 24 24 24 24 PANG PROdECT10NOF SINGLE SPAN STUCTURFS(M - T 4'%W A 101-0' E 25 25 25 25 1 T-4" 0 23 23 23 23 1 9'-6' I E 24 24 24 24 (FT) 6' 7' 8 9' IV 11' 12' IT 14' 15' 16' 1r is, 19' 20' 21' 2T 7.5 4'.6" A 9'-9' E 25 25 25 25 T-0" 0 23 23 23 23 6'-10' E 25 2S 25 25 0' 3' 3,5' 4' 4.5 5' 5.17 6' 6,5' 7' 7.5' a' 8.6' 9' 9.5' In, 1D,5 11' 6 41-3" A 9'-7' E 26 20 25 26 6'-8' D 23 23 23 23 8'-7" E 25 25 25 25 1' 3.S 4' 4.5' F 5.5' 6' 6.5' T 7.5' 6' 8.5' 9' 9,5' 10' 10.5' 11' 11.5 BS 4'-0" A W4' E 26 28 26 26 6'-5' D 23 23 23 23 11%5" E 25 25 25 25 7 Iva Na rid 5b' V 6.5 T 7.5' 8' BIT B' 9.V 10, 10.5' 11' 11.5 12' 9 3'69" A 9'-2" F 27 27 27 27 6-2" D 23 23 23 23 8'-2` E 26 26 26 26 T da 11118 nta Iva IJa rJa de a' 8.5' 9' 9.5' 10, 10.5' 11' II.5' 12' 12.5' 9.51 T-7" 1 A 9'-0" I F 1 27 1 27 27 27 5'41" D 23 23 23 23 T-1V E 26 26 26 26 4' No Na Na da IJa da W. Na Ne Ne NO 10.5 11' 11.T IT 12.5' IT 115 MPH EXPOSURE C ar 130 MPH EXPOSURE B - '25 3 1114' A 131-6' D 24 24 24 25 1114" 9 22 22 23 24 11'-6" B 22 23 24 26 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for 3.6 9'-8' A 1XA V D 24 24 24 25 t0•-5" C 23 23 23 24 . 1a-11' C 23 23 24 25 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures 4 6'-6" A 12.4' 0 25 25 25 25 9'-V C 23 23 23 24 10'-5" D 24 24 24 25 Post Description Max POST Detail Post Description Maximum Max POST 4.5 r-6' A 11'-10' E 26 26 28 26 9'-V D 24 24 24 24 t0'A' D 24 24 24 25 H9t Code Footing Height Code Detail iF 5 V.9' A 11'-5" E 26 26 26 26 0'-5" D 24 24 24 24 B-8" D 25 25 25 25 Twin 0.060'k1.5"x1.5"Scroll- 9' A AC 0.D41'SA W"Steel TIN97 d= 20" 9 B N11.AH 5.5 6'-2" A 10'-V £ 26 26 26 26 T-11" D 24 24 24 24 9'-5' D 28 26 28 26 0.042'hG'k6"Aluminum Post IV B N)0 0.(141'S0)6"Steel CI r d= 21" V B N71 AH 6 5'-8' A 10'-1" E 27 27 27 27 Td' D 24 24 24 24 T-1" E 28 26 26 26- 0,024'50W"Post With Side plat 11' B NI5,SK 311V 6'5G"Steel 5 ua d= 29" 14' E N17 AG s.s 5'-2' A 9•.10" E 27 27 27 27 Ta' D 25 25 25 25 V-1I" E 26 26 26 26 Clover 0.030"7G'70"Atum 11' C NI 1.AH 3I16'501)0"Stool uare d= 32" 8' F Nil AG 7 4%10" A 9'-7- E 28 28 28 28 V-9" D 25 25 25 25 8'-V E 27 27 27 27 Clover 0.040"a'0"Alum 11' D NI 1.AH 3116"x4'1x4"Steal Square d= 35" 14' F N17 AG 7.5 OW A 91-V E 28 28 26 28 6'-' 0 25 25 25 25 s'-5" E 27 27 27 27 Colonial 0.062"Extruded 12' E AE 3116"A'k4"Steel Oquare 11 d= 38" 9' F N17•AG 8 4'-r A 9'-27 F 29 29 29 29 6'-21 0 25 25- 25 25 6-27 E 28 28 28 28 0.041'50"501 Steel Clover 11' F N11.AH 3116"%55f5"Steel Square i d= 41" 15' G N17,AG 8.5 4%V A 9'-D- F 29 29 29 29 5'-11' D 25 25 25 25 7'41" E 28 28 28 20 0.D41'4'50"Stee3 Clover' IF G N71-AH 3I16"k5"X6"Steal quare d= 46" 15' 1 N17,AG 9 3'-9" A 6-10" F 29 29 20 29 5'-9" D 25 25 25 25 7'-9' E 28 28 28 28 3/16'50'al SteelSquare 16 H NI 7,AG 9.5 3'-T A 8-8' F 30 30 30 30 S-6" E 26 26 26 26 7'�' F 28 28 28 28 3116'50"10"SteelSquare 12' 1 M 7,AG t 10 3'-4' A $1- F 30 30 JO 30 5.4" E 28 zs 2B 2s 1'-4' F 29 29 29 29 3116"%4'k4"Steel Square 15' .I ts17,AG Af 081 GENERAL INSTRUCTIONS FOR THESE TABLES 3116")SW Steel Square 15' K N17,AG QR AL 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE &FOR SINGLE SPAN ATTACHED UNIT USE THE POSTSHOWN IN ��j510 NC7+� w.: -PU 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.6 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Pro ��C N Y` aj 3.DETERUSE TABLE 5A 26921 US Hwy 74 MINE UIND AND LIVE OR NITS USE 10 SF MTIN,COMMERCIALNITS OW LOAD OF RE SITE S.FIND THEOIC FREESTANDING ACI G OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romole d,CA 92585 � � J � � oo � tttn USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(N7-N35 orA-BM) 9 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam P.E ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM-ABOVE THEN 3441 Ivylink Place 1 S. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.6 Lynchburg,VA 24503 Q 6130120 1 CALCULATE FROM TRIBUTARY DIAGRAM ON SCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING earloutnanl(@corxast.net 6. CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE SLAB 9.FOLLOW 9-10 FROM ABOVE POST SPACING. SLAB 10.FOR TWO POSTSTRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ST I lL �P A1.1� 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.6 '9T� CA FO�� OCT 02 2013 ICC ESR1398(2012 IBC)9/29/2013 Page 29 of 66 U 02 2015 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS 4'9GM"I Beam(Detail Y) I 71)W I Beam(Detail O) 16 Gauge)C3"x6"Steel C(Detail T) 4'7Gi"1 Beam(Detail Y) 7"x4"1 Beam(Detail O) 16 Gauge)o')0"Steel C(Detail T) TABLE 5.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.7 Attached Freestanding or AttaChad Freestanding or Attached Freestanding Or Structure Mullis an Units Structure, Multispan Units Structure Mullis an Units Structure Muftis an Units Structure Mullispan Units Structure Mullis an Units GROUND TRIG POST POST MAX tdAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX .MAX POST LENGTH SNOW W107H SPACING REO'D POST MIN ROOTER 0' 12' I 15' POST M1N ROOTER 8' I 12' I 1S POST MIN FOOTEri 8' i 12' I 15' SNOW WIDTH SPACING REOD POST h9N OOT 8' 1 12' ' IT *POST MIN T B' I 12' 1 15' POST MIN 007 6' 12' I Is OTES - SNOW (PT) ON SLAB FOR SPACING POST S¢E CONSTRAINED F007 SPACING POST 6¢E CONSTRNNEDFOOTER SPACING POST S� CONSTRAINED FOOTER LOAD (FT) ONSLAB FOR SPACING POST 6¢E CONSTRAIr•PDFOOTER SPACING POST S¢E Ct7NSTRW1iEDF00T SPACING POST S¢E' CONSTRAX•EDF0-o (PSF1 (Fn 'SLAB (FT) TYPE 'd' 'd- "d" -d- (FT) 7YPE 'd' 'd' 'd' 'd. (FT) TYPE 'd" •d- -d• -or (PSF) (F'n SLAB (Fn TYPE •d' "d' 'd' 'I' (F7) TYPE •d' 'd" "d" -.r .(FT) TYPE 'd" 'd' 'd' "d' 0n) 0n) Ml (in) (In) TIP) M) 0n) MS M) (b) (b) M) _6N (in) (in) iln) fin) On) On) Ml Qn) M) (in) 115 MPH EXPOSURE 8- 115 MPH EXPOSURE B 10 3 22'-B' A 13'-71 A 21 22 25 19'-5' B 24 27 30 20'4" C 24 28 31 30 3 91•6" A 10'-3' B 19 21 24 25 1T•11" E 25 28 29 31 14'-7' D 21 26 29 30 LIVE 3.5 19'-51 A IT-11" B 22 22 25 18-a" D 25 27 30 18'-s" C 24 27 30 3.5 8'-2" A 9'-1' B 10 21 23, 25 16'-5• E 23 26 29 31 13'-1" D 22 25 28 30 LOAD 4 17'-V A IVIl" B 22 22 25 IB••0" D 25 26 29 161.10" D- 25_ 27 30 4 7'-1' A• 6"2" a 19 20 23 25 14'-it' E 24, 25 28 30 11'-10' D •22 25 27 29 ONLY 4.5 16-1" A 10•-11' 8 22 22 24 1T-5" 0 25 26 29 Iw4r 0 25 26 29 •4.5. 61-V A 7-5• D' 20 20 22 24 131•8" E 24 25 28 29 10'-T D 22 24 27 28 5 13'•7" A 101•1" 8 23 23 24 IT•0" D 27 27 29 14'-5' D 25 26 29 5 51-81 A 6'-10" 8 20 20, 22 24 12'•7" E 24 24 27 29 91-W D 22 23 26 28 5.5 1Y4" A 91•5' B 23 23 23 161-V E 27 27 29 IT-6" D 25 26 28 55 5'-2' A S•3" B 20 20 22 24 it'-9" E 24 24 27 28 6'-S" D 22 23 26 27 6 11'•4' A 8'-9* 8 23 23 23 1S-11` E 28 29 28 12'•a• D 26 26 28 6 4%9' .A 5'-10" B 20 20 22 23 10'-117 E 25 25 26 28 T-11- D 22 22 25 27 6.5 181•5" A 6'J" a 23 23 23 15-0' E 28 28 28 11-11" D 26 26 27 6.5 4'4" A 5-V B 20 20 21 23 101a• E 25 25 26 28 T-4" D 22 22 25 27 7 9'-8" A 7'-9• B 23 23 23 14'W E 2B 28 26 till" D 26 26 27 7 4-1' A S.I. C 20 20 21 23 91-8" E 25 25 26 27 6'-10' D 22 22 24 26 7.6 9'-1" A 714' B 23 _ 23 23 IT-61 E 28 28 28 10'•5• D 26 .26 27 74 T-9" A 4LIV C 20 20 21 23 -91•2" E 25 26 25 27 6'-4 D 22 22 24 26 6 a'•6' A 6'-11" a 23 23 23 12'-10' E 29 29 29 9'-9" D 26 26 26 6 W-W A 4'•6" C 20 20 21 22 B'-6" E 25 25 25 27 61•0" D 22 22 24 26 8.5 8-0" A e'-T 8 23 23 23 17-3" E 29 29 29 9'-2' D 26 26 26 8.5. 3'4" A 41•3" C 20 20 21 22 8'-3` E 25 25 25 27 51-81 D 22 22 24 25 9 T-6" A 6'-V B 23 23 23 11'-9" E 29 29 29 8'-8" 0 26 26 26 9 3'-Z A 4'-1' C 20 20 20 22 7•10", E 25 25 25 26 5'4" 0 22 22 23 25 95 T-2" A 6'-0' 8 23 23 23 1114" E 29 29 29 8'-3' D. 26 26 26 9.5.. 3'•0' A 3tl l" C 20 20 20 22 T-6' E 25 25 25 26 6'-0- D 22 1 22 23 26 ID 6'-9" A 5'-9' a 24 24 24 10•10` E 29 29 29 T•10' 0 26 26 26 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 11 6 -4'-2" A 5' " C 24 24 24 10'-01 E 29 20 29 T-l" D 26 26 26 30 3 91-6' A 91•5" B 21 23 26 27 161-11' E 25 26 31 33 13'-6" D 23 28 31 33 12 5-8" A 4'-11' C 24 24 24 9'4' E 29 29 29 61-V D 26 26 26 3.5 81•2" A 84" B 21 22 25 ' 27 15'•2' E 26 28 31 33. 12'-1` 0 24 127 30 32 13 5'-2' A 4'-7' C 24 24 24 8'-9" E 30 30 30 6'•0" D 26 26 26 4 71-1• A 71•6' B 21 22 . 25 26 13'•8"- E - 26 27 30 32 10'•T D 24 26 29 31 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 45 614* A 6'4" a 21 21 24 26 12'-7' £ 26 26 30 31 9'-5" D 24 25 28 30 10 3 221-8" A 12'-9' 8 23 24 27 1T-11" C 26 20, 32 18-l" D 26 29 33 5 5'-V A 6-2" a 22 22 24 26 11'-7' E 26 26 29 31 a'-6" D 24 25 20 3D LIVE 3.5 ur-5" A '11-6" 8 23 24 27 1r-0" D 27 28 32 16'-4" D 26 29 32 5.5 5-2• A 5-9" B 22 22 23 25 101•B" E 27 27 29 30 T•9' D 24 24 27 29 LOAD 4 1T4" A 10'-V 8 24. 24 25 I6-5" D 28 28 31 14'41- D 27 28 31 6 4%9" A 5'-4- C 22 22 23 25 10'-D" E 27 27 28 30 T4". D 24 24 27 29 ONLY 4.6 15'-1" A 91•7' B 24 24 26 15'•11' D 28 28 31 13W D 27 28 31 6.5 41-4- A 4'-11" C 22 22 23 25 9'-5" E 27 27 28 30. 6'-T D 24 24 26 28 5 13-T. A 8'-10' B 24 24 25 15'-5" E 29 29 31 12'•6• D 27 27 30 7 4'-1" A 4'-7" C 22 22 23 24 8'-10" E 27 27 27 29 6'61" D 24 24 26 26 5.5 12'4" A B'-2" B 24 24 25 W-11' E 30 30 31 IV-10' D 20 28 30 7.5 3'-9' A 4'-4" C 22 22 22 24 81-4" E 27 27 27 29 51•8" D 24 24 26 28 6 11'4` A 7'--7- B 24 24 25 14'•0" E 30 30 30 101.10" 0 28 28 29 8 31-V A 4'•1" C 22 22 22 24 7'-11' E 27 27 21 29 54" D 24 24 25 27 6.5 10'-5" A T-1" 8 25 25 25 13'-2' E 30 30 30 10'-0' D 28 28 29 6.5 T-4" A T-10' C 22 22 22 24 T•6' E 27 27 27 28 51•0" D 24 24 25 27 7 W-W A 6'-9" B 25 25 25 12'•5" E 30 30 30 9'-' D 28 26 26 9 T-2` A 31•8• C 22 22 22 24 1•2' E 27 27 27 28 4'•9- 0 24 24 25 27 7.5 91•1" A 61-4' B 25 25 25 11-9" E 31 31 31 8'-9" D 28 28 26 - 9.5 3'-0" A 3'-6" C 22 22 22 24 614a" F 28 28 28 1 28 4'-T 0 24 24 1 25 26 8 81•6' A 6'-0' a 25 25 25 11•-2" E 31 31 31 5-2' D 28 26 28 120 MPH EXPOSURE B 0.5 5'4" A 5'-S' C 25 26 25 10'-V E 31 31 31 T-B• D 28 28 28 30 3 71. 'A 10'-1 B 20 22 24 26 17'-9" E 24• 27 30 32 14'•5" D 2z 28 29 31 9 T-6" 'A 5-5' C 25 25 25 10%r E 31 31 31 T--3" D 26 28 26 3.5 6'-2" A W.IV B 20 21 24 25 16'•3" E 24 26 2a 31 17-11" D 22 26 29 30 9.5 T-2' - A 5'-T C 25 25 25 9'-9' E 31 31 31 6'-11' 0 28 28 28 4 T.I. A W.I" a 20 21 23 25 14'•9' E 24 26 29 30 11'-8" D 23 25 28 30 10 6-9" A 4'-11' C 25 25 25 9'-4" E 31 31 31 61•7" D 28 -28 28 4.5 6'-4" A i'd' B 20 20 23 25 131-V E 25 25 28 30 101-V D 23 24 27 29 11 61•2" A 4'4' C 25 25 25 6'•9` E 31 3% 31 6'-0' D 28 28 28 5 5-8` A 6'-9' 8 20 20 23 24 12'-6" E 25 25 28 29 '9'-4• b 23 24 27 28 12 5'-6' A 4'•2" C 25 25 25 V.I.• E 31 31 31 ti'-6' D 26 28 26 55 512' A 6'•2" 8 20 20 22 24 11-7" E 25 25 27 29 8'-6' D 23 23 26 28 13 1 T-2' A T-11" C 25 25 25 T•6" E 32 32 32 5'•1' D 28 28 28 8 4'-9" A 5'•9" C 20 20 22 24 IV-10* E 25 27 29 7'-1 a" D 23 23 26 27 115 MPH EXPOSURES 6.5 4'4" A 5i' C 21 21 22 23 1 E' E 25 25 26 28 T-3- D 23 23 25 27 20 3 ,11'-10' A Ill B 20 22 24 26 18'-10" D 23 27 30 31 16'-Y 0 22 28 29 31 7 4-1" A 6-0" C 21 21 22 23 9' ' E 25 26 ,2e 61•9' 0 23 23 25 27 LIVE 3.5 10'-2" A 10'•2" B 20 21 24 25 1T-10" E 24 26 2B 31 14'-V D 23 28 29 30 7.5 3'-9" A 4'-8" C 21 21 21 23 -0" E 26 25 28 6'-3' 0 23 23 25 26 LOAD 4 8'-11' A 9'-2' 8 20 21 23 25 16'-7• E 25 ?6 29 31 13'-2• D 23 25 26 30 8 T-6" A 4'-W C 21 21 21 23 '•T' E 26 26 27 5'-11" D 23 27 24 28 ONLY 45 T--11" A 8'-4' 5 20 20 23 25 15'-3" E 25 25 28 30 12-1" D 23 25 28 29 8.5 3'•4" A 4'-3' C 21 21 21 23 8'•2" E 26 26 27 5'-6' D 23 23 24 26 5 7'-1" A 71-B" B 21 21 23 24 34'61" E 25 25 28 30 11'-a" D 23 24 27 29 8 T-2' A 4'-O' C 21 21 21 23 T-9" 26 26 27 51-3' 0 23 23 - 24 25 5.5 6'-V A 7'-1' B 21 21 22 24 13'-l" E 25 25 27 29 101•0" D 23 24 26 28 120 MPH EXPOSUERE C or 140 MPH EXPOSURE B 5 5'-11" A 6'-7- B 21 21 22 24 -12'J" E 26 26 27 29 F-2" D 23 23 26 26 30 3 F.G. A 9'-2' B 21 23 26 28 15-T 2 29 32 34 6.5 5-5" A a,-- B 21 21 22 23 1I'-6" E 26 26 27 28 8-6" O 23 23 26 27 3.5 B'•2• A 6-1" B 22 23 25 27 14-10" E 26 26 31 33 7 5'-1" A 5'•10' B 21 21 22 23 10'-1V E 26 26 26 25 T-1l" 0 23 23 25 27 4 T-1` A T•3" B 22 22 25 27� 13'•5' E �21 27 31 33 7.5 4'-9" A 5'-5' C 21 21 21 23 /0-4" E 26 25 26 28 T-4" D 23 23 25 27 4.5 614" A 6'•7" a 22 22 25 26 12'-3' E 27 •27 30 32 k Ly S 4'•5" A 5'-2" C 21 21 21 23 5 9' E 26 26 26 27 6'-11' D 23 23 25 26 5 5'-5" A 6'-0' B 22 22 24 26 1'•4" E 27 7 _30 ` 31 � r� 8.5 4'-2' A 4'•11` C 21 21 21 23 9'-4' E 26 26 26 27 61-6" D 23 23 24 26 5S T-2" A 51•T C 22 22 24 26 0'-67 E -27` 29 9 3'-11` A 4-8' C 21 21 21 22 B'•11" E 26 26 26 27 6'-2' D 23 23 24 25 6 4'-9' A 5'-2' C 22 22 24 25 4" E 7 29 31 \ tt] 9S TV A 4'-5' C 21 21 21 22 Ir'-6' E 26 26 26 27 5-10" b 23 23 24 25 6.8 4-4' A 4'-10" 0 22 22 23 25 9'- 30 10 3'-6" A 4'-3' C 21 21 21 22 0'.2- E 26 26 . 26 26 5'-6' - 0 23 23 24 25 7 4'-1" A 4-6' C 22 22 23 25 '•7 28 30 L7 s+ 11 3'-2" A 31•10' C 21 21 21 22 T4" E 27 27 27 27 5'-0" D 23 23 23 25 7:5 . W.S. A V r C 22 22 23 25 8 ��j 29 12 2'-11 A 3'-7- 0 21 21 21 22 6'-11" E 27 27 27 27 4'-7' D 23 23 23 24 fl 31-V A 4'-0' C 22 22 23 25 T 2p �• 29 C 7. 13 21•8' A 3'-4' C 21 2l 21 22 6-6" F 27 27 27 27 4S' D 23 2S 23 24 8.5 3'•4' A 3'-9' C 22 22 23 244'i. 26 28'� 29 9 3'-2' A 3'-T C 22 22 22 24� .611' 26 8 6813 cAit�c°� * 61301z017 * OCT 02 2013 ICC ESR1398(2012 IBC)9/29/2013 Page 30 of 66 �1T,9� Nl \Q` JUN 02 2015 CALW SOLIO'COVER S,O.POSTSPACINGS FOR PATIO AND COMMERCIAL COVERS IN 116 MPH WIND AREAS 4"x3"I Beam(Detail Y) 71K4"I Beam(Detail Q) 16 Gauge X3'k8"Steel C(Detail T) 4")3"I Beam(Detail Y) TW 1 Beam(Detail Q) 18 Gauge Xd"x5"Steel C(Detail T) TABLE 5.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.7 Attached Freestanding or Attached I Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Multis an Units Structure Multis an Units Structure Multispan Units GROUND WIDTH SPACING P.ST POT MIN FOOTER MAX M6 72POSTt t5 POST MIN FOOTER MBA%POSt2 9 POT MIN FOOTER MAX M8 17t a 16' rROL WIDTH POST SPACING RESTOID MAX MIN ODT MAX POST LENGTH MAX MAXPOSTLENGTH MAX MAX POST LENGTH ST LOAD (FT) ONSLAB FOR SPACING p0T BRE CONSTMNEDF00T SPACING POST 629 CONSTRAINED FOOTER SPACING POT S� CONSTRAINED FOO LOAD (FT) ONSLAB FOR SPACING POST SIZE CONISTRAIBEDF I IT IOTER SPACING PO tV POST ST 82S CONSTRAINED F DOT SPACI POT SIZE CONSTRAINED FOOTER (PSF) (FT) SLAB (FT) TYPE 'd' •d 'd' 'd (FT) TYPE •d 'd 'd Nr (FT) TYPE 'd 'd 'd •d- (PSF) (FT) SLAB (FT) TYPE 'd -d 'd -d- (Ft) TYPE 'd 'd 'Cr 'd' (� TYPE 'd' 'd "d 'd' (Nl (in) Cad fa�1 fug) M) 1'n) M) 0n) oat (N) ((n) (mi 0n) 0n) (In) (41) (In) Ur0 M) (h) fn) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 115 MPHEXPOSLRE B 20 3 111.10' A IV-4" B 1 22 23 26 28 1T-8' D 26 29 32 34 14'-9' D 24 28 31 33 40 3 7'-2' A - e'-1D' B 78 21 23 25 16'-1• E 22 26 29 30 1Y•4' D 21 25 28 30 LIVE 3.5 10'-r A W-27 a 22 23 25 27 16'-T E 27 28 31 33 17-3' D 25 27 31 33 3.5 6'-2• A T-IV B 18 20 23 24 14'-4" E 22 25 28 30 11-3" D 2l 24 27 29 LOAD 4 8'-11• A 8-3' B 22 22 25 27 IVA* E 27 28 31 33 12'-0' D 25 27 30 32 4 51•5` A T-0' B 19 20 22 24 iv-0' E 23 24 27 29 9111' D 21 24 26 28 ONLY 4.5 7'-11" A 71-V B 22 22 25 26 IT-IV E 27 27 30 32 10'-9' D 25 26 29 31 4.5 4'•9' A 6'•4" B 19 19 22 24 11'-10' E 23 24 27 29 8-10' D 2l 23 2B 27 5 T4* A W-11' B 22 22 24 26 12!-9" E 27 27 30 32 91-8' D 25 26 29 30 5 11-4' A V-10' B 19 19 22 23 IV-11" E 23 24 26 26 T•11" D 21 22 25 27 5.6 V-5' A 6'-51 B 21 22 24 26 t1-11' E 28 28 29 31 8=10' D 25 25 28 30 5.5 3'-11" A V-4' C 19 19 21 23 10'-2' E 23 23 26 28 T-3' D 21 22 25 26 6 5'-1t" A 5'-11" B 23 23 24 25 11%1" E 28 28 29 31 V-1" D 25 25 28 29 6 31 7' A 5'-a" C 19 19 21 23 9'•5" E 23 23 26 27 6'•T D 21 22 24 26 6.5 5-5' A 5116" C 23 23 23 25 101.5' E 2e 28 28 30 T-6' D 25 25 27 29 6.5 34" A V-7• C IS 19 21 22 8'-10• E 24 24 25 27 6'-1" D 21 21 24 26 7 5'-1" A VZ' C 23 23 23 25 9-10" E 28 28 28 30 6'-11" D 25 25 27 29 7 T-1" A 4'-4• C 19 19 21 22 8'-4' E 24 24 25 2) 5'-8" 0 21 21 24 25 7,5 4'-9" A 4'-10" C 23 21 23 25 9'•3' E 26 26 28 3D 6'-6` D 25 25 26 28 7.5 2'-10' A 4'-l" C 19 19 20 22 T'-10' E 24 24 25 26 5'-4' D 21 21 23 25 8 4'1S A 4-7" C 23 23 23 24 B-1T E 28 28 28 29 V-1- D 25 25 26 28 8 V-B' A 3'-10' C 19 19 20 22 7'-5" E 24 24 24 26 51•0" 0 21 21 23 25 8.5 4'•r A 4'-V C 23 23 23 24 84" E 26 26 28 29 5'-9' D 25 25 26 28 8.5 Y-6' A S-7' C 19 19 20 22 T-W F 24 24 24 26 4'•8" 0 21 21 23 21 9 5'Y-11" A 4'-Y C 23 23 23 24 8'-V E 28 28 28 29 -5" D 25 25 26 27 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 9.5 X-9' A 3'-11' C 23 23 23 24 7'-7' E 29 29 29 29 5'-1" D 25 25 25 27 40 3 712' A 8'-2` B 20 22 25 27 14.10" E 24 27 31 33 11'-10' D 22 27 30 32 10 3'•6' A 3'-9' C 23 23 23 24 T'-W E 29 29 29 29 4'-10' O 25 25 25 27 3.5 6'-2' A T•2" B 20 22 24 26 13'-T E 25 27 30 32 10'-2" O 23 26 29 31 11 T-2' A 3'-5' C 23 23 23 24 F 29 29 29 29 4-5' O 25 25 25 26 4 5'-5' A 61•5" B 20 21 24 26 12'-W E 25 26 29 31 8'-1 V O 23 25 20 30 _ 115 MPH EXPOSURE B 4.5 4'•9` A 5140" a 20 21 23 25 I W-11" E 25 26 29 31 7%11' D 23 24 27 29 25 3 114" A 11'-3' B 20 22 24 26 161-6" D 23 27 30 31 I5'-11' D 22 26 29 31 5 4'4' A P-4- C 20 20 23 25 101-0' E 25 25 28 30 T-2' D 23 24 27 29 3.5 9-8" A 101-0" B 20 21 24 25 1T-9' E 24 26 29 31 14'4• D 22 26 29 30 5,5 X-11' A 4'-11" C 21 21 23 25 9'-3" E 25 25 28 3D 61•5' D 23 23 28 4 8'•6" 'A 9'-0" B 20 21 23 25 IV4' E 25 26 29 30 IT-V D 23 25 28 30 6 3'-T A V.6" C 21 21 23 24 81•8' F 26 26 27 29 5'-11" D 23 23 4.5 71-V A 81.3" B 20 20 23 25 IV-0' E 25 25 26 30 1t'-11" O 23 25 27 29 6,5 3'4" A 4'-2' C 21 21 22 24 8'-1• F 26 26 27 24 5'•6' D 23 23 26 2 5 6'-9" A TT" B 20 20 23 24 13-11' E 25 25 28 29 t0'-9' 0 23 24 27 29 7 3'-1' A 3'-11" C 21 21 22 24 7'-T F 26 26 2T 28 S'•1' 0 23 23 S 27 5.5 V-r A T--V B 21 21 22 24 tr-11" E 25 25 27 29 9'-10' O 23 24 26 28 6 51-8' A B'-w B 21 21 22 24 1Y•1" E 25 25 27 29 9'-V D 23 23 26 28 OVER- TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES I. V-2' A 6'-1" B 21 21 22 23 11'4" E 26 26 27 28 84' D 23 23 25.. 27 FW1G PROJECTION OFSINOLESPAN STUCTURes(FY) s10N L fA' 7 4'-10" A V-6' C 21 21 21 23 10'•9" E 26 26 26 28 7'-V D 23 23 25 27 (FT) S' T T 9' 10, 11' IX - 13' 14' IV IV 1T 15• 17 20' 21• 2X 7.6 4'•6" A V-4- C 21 21 21 23 10'-21 E 26 26 26 26 T-r D 23 23 25 26 0' Y 3.5' 4' 4.V 5" 55' 6' 6.V 7' 7.V 8' es 9' 9.5' 10, 1D,5' 11' O[� T 8 4'-3• A 5'-1' C 21 21 21 23 9'-S` E 26 26 26 27 S r D 23 23 24 26 1' 3.5' V 4.5' 5' 5.5' 6' 6.5' 7' 7.V V &V 9' 9.5' 1D' t(LV 11' II.5 G �� S.5 4'-V A 41-10, C 21 21 21 23 9'•2- E 26 26 26 27 6'-5" D 23 23 24 28 V de Na Ne 5.V 6' 6.9 7' 7.V e' 8.V 9' 9.6 10, 1o.5' 11' 11.5' IT 9 3'-V A 4-T' C 21 21 21 22 8'-9' E 26 26 26 27 W-V D 23 23 24 26 3' Iva da de Ne rJe de wa 8' 9S' 9' 9.5' 10, 10.5' It, II.5' IT 12.5' f 8 9 95 '-T A 4'4- C 21 21 21 22 64" E 26 26 26 27 V-S' D 23 23 24 25 4' da da de da da de Na da da da da 10.5' 11' ILT IT 12.5' 13, 115 MPHPXPOSURE C or 130 MPH EXPOSURE S EXP. 012017 25 3 11'4" A 10'-1" a 21 23 26 28 1T-6' E 26 29 32 34 14-5" D 24 28 31 33 TABLE 5.3 Post Requirements TABLE 6.4 Post Requirements for ,* 3,5 91•8" A V-11' B 22 22 25 27 IV-3" E 26 28 31 33 12'-11" 0 24 27 30 32 for Attached Single Span Structures Freestanding Structures or MulBspan Attached Structures 4 81{' A 8'-1' B 22 22 25 27 14'•S" E 27 27 31 32 1i'-r D 25 27 30 32 Post Description. Max POST Detail Post Description Maximum Max POST 4.5 TLV A T'-4' a 22 22 24 26 131-V E 27 27 30 32 10'-S' D 25 25 29 31. H t Rode Footing Height Code Detail 41 ��1 C1 I 5 6'V.V A 19" 9 22 22 24 26 i2'-6' E 27 27 29 31 9'•4" D 25 25 28 30 TWin 0,060)(1.6M.5"Scroll 9 A AC 0.041"x3"X3"Steel Clover d= 20" 9 B N11.AH 5-S 6'-21 A E-2' B 22 22 24 26 11'-7" E 27 27 29 31 a'-fi' D 25 25 28 30 0.042'x3"J "Aluminum Post 19 B mo 0.041'k3"1Li"Steel Clover d= 21"_ 8' El N11,AH 6 51-V A St-91 B 22 22 23 25 to'-10' E 26 26 24 3D T-10' D 25 25 27 29 0.024"XT53'Post with Side lal .11' B N16,BK 3116"x3"X3"Steel Square d= 29" 14' E N17,AG 65 V-2• A V4" C 22 22 23 25 10'-2" E 28 28 28 30 T-3` D 25 25 27 29 Clover 0.030'50 O'Alum 1V C Nt1.AH 3116"XWO'SteelSquare d= 32" 8' F N17,AS 7 4-1V A 5'-0' C 22 22 23 25 9'•7" E 28 25 25 30 6'-9' D 25 25 27 28 Clover 0.040'70133"Alum 11• D N71,AH 3116'k4"x4"Steel Square d= 35" 14' F N17 AG J N 02 2015 7.5 V.6" A 4'•9' C 23 23 23 25 9'-0' E 28 28 28 29 6-3' D 25 25 26 28 Colonial 0.062"F-ldruded 12' E AE 3116'k4"X4"Steel Square d= 38" 9' F N17,AG 8 4'-3' A 4'3- C 23 23 23 24 V-7" E 28 28 28 29 51•11• D 25 25 26 28 0.041'4W'Steel Clover 11' F N71,/W 3116"X5"X5"Steel Square d= 41" 15' G N17,AG 8.5 4'-V A 4-3' C 23 23 23 24 8'-r E 28 28 28 29 51-V D 25 25 26 27 0.041'k3W'Steel Clover 8' G NlI.AH 3116"X6"x8"Steel Square d= 46" 1; 1 N17.AG 9 3'-9" A 4'V C 23 23 23 24 T'-9' E 28 28 28 29 51-W D 25 25 25 27 3)16V'501SteelSquare is. H N17,AG 9,5 3'-T A 3'-10' C 23 23 23 24 7'-5' E 26 26 28 28 4'-1V 0 25 25 25 27 3116"AN5 '$reel$ uare 1T I N17.AG 10 3'4` A 3'-e" C 23 23 23 24 T-1' E 28 26 28 26 4'-e" D 25 25 25 27 3/i6'k4'k4"Steel Square 15' d N77,AG C98sf�• GENERAL INSTRUCTIONS FOR THESE TABLES 3116'k5'SLb"Steels uare 15' K N17.AG Q� 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN INQ' PU 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.7 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOTSUFFICIENT Amerimax Exterior Home Products 1'1s 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 28921 US Hwy 74 f (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE 01C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7,5 OR TABLE 7.7 Romoland,CA 92555 f�T1 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(NI-N35 orA-BM) -I 3 4.CHOOSE A PANEL FROM SECTION 4.0 THATHAS Carl Putnan%P.E. i ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOWS 6 FROM ABOVE THEN 3441 Ivylink Place 5, DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.7 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ON SCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OFTHE POST SPACING ON SLAB OR HEADER POST SPACING car1putnamocomcastnet 6.CHOOSE A HEADER FROM TABLE 5.7 THAT HAS ADEQUATE SLAB 9.FOLLOW 940 FROM ABOVE a•. POSTSPACING. SLAB 10,FOR TWO POSTSTRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES CpL1' 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.7 OCT 02 2013 ]CC ESR1398(2012 IBC)9/29/2013 Page 31 of 66 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA: 12 Gauge x7x8"Steel C(Detail T) Double 16 Ga T)t8"Steel C(Detail T and AY)Double 12 Ga 3"x6"Steel C(Detail T and AY) 12 Gaul a x3'x8"Steel C(Detail T) Double 16 Ga TW"Steel C(Detail T and A Double 12 Ga 3'7r8"Steel C(Detail T and AY) TABLE 5.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.8 Attached Freestanding or Attached Freestanding or Attachedffslonngg or Structure Mulfispan Units Structure Mu)lispan Units Structure Multispan Units Structure Multispan Units Structure Muilispan Units Structurenits GROUND TRIB POST POST MAX MAXPOSTLEN'GTH MAX MAIL POST LENGTH MAX MAX POST LENGTH GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAXPOSTLENGTH MAX NGTH IF SNOW LOAD SNOW N(FT) ONSDTH ING LA13 FO12 ST NO R PACING POST POST SIZEFSIZE CONSTRAINED FOOT SPACING POST 15. PostFS2ER CONST'RN EDF00 SPA NG P057 FSOiZE CONSTRAINED IOOTE LOAD (FT) ON SLAB FOR SPA N PO15T 9012E CONSTRAINED DOTER SPACING OIST sOizE CONSTRAINEOFOOT, SPA N POSTLd Es. FOOT (PSf9 (F7) SLAB (F'f) TYPE 'd' 'd" •d' 'd' (FT) TYPE 'd" 'd" 'd' 'd'_ (FT) TYPE 'd' 'd' 'd" •d- (PS F) (F7) SLAB (FT) TYPE 'd' 'd" 'd' 'd' (FT) TYPE 'd' 'd' 'd" 'd" (FT) TYPE -d" fm) on) M) on) 9n) (in) On) On) fm) fm) M) (in) 6n) fm) On) P�) pn) (In) (in) (M) [n) 115 MPH EXPOSURE B - 115 MPH EXPOSURE B 10 5 13.7' A U.S. E 30 30 30 24'-0' F 30 30 31 29'-11" F 22 32 34 30 5 V-S. A 17 1 V F 27 27 27 28 20'•9' F 29 29 30 32 25'-2' F 31 31 32 34 LIVE 5.5 124' A 2Z'-10" F 30 30 30 23'-11' F 31 31 3t 29'-0' F 33 33 33 S.5 5'•2" A 16'•11- F 28 28 28 28 20'-l" F 29 29 30 32 24'-W F 31 3f 32 34 LOAD 6 11'♦' A 21'-9' F '31 31 31 23'•3' F 32 32 32 W-2* F 34 34 34 6 4'•9" A 16'-0' F 28 28 2B 28 19'3' F 30 30 30 32 23'3' F 32 32 32 34 ONLY 65 IIYw A 20'-6' F 31 31 31 22'•7' F 32 32 32 2715' F 34 34 34 6S 44- A IV-2' F 28 29 28 28 18-5" F 30 30 30 31 2T-I' a 32 32 32 34 7 9'-8' A 19'-9" F 31 31 31 22'-l" F 33 33 33 ZV-91 F 35 35 35 7 4'•1" A 14',6" F 28 28 26 28 1T•91 F 30 30 30 31 22'•6' G 33 33 33 33 71 911" A 15-11" F 32 32 32 21=7' F 33 33 33 26'4' F 35 35 35 7.5 319" A 13'-10' F 29 29 29 29 17'-1' F 31 31 31 31 2Y-0- G 33 33 33 33 8 816' A IB'3' F 32 32 32 21'-1' F 34 34 34 25-7' F 36 36 36 B T-v A 13'-3' F 29 29 29 29 16W F 31 31 31 31 2116' G 34 34 34 34 85 B'-0" A 17'-0' F 32 32 32 20'-B' F 34 34 34 25'4' F 36 36 36 0.5 Y-v A 12'•9' F 29 29 29 29 75.11' F 31 31 31 31 21-1' G 34 34 34 '34 9 716' A 16'-11" F 33 33 33 20'3' F 35 35 35 24'-7' F 37 37 37 B 3',2" A 12'-3' F 29 2B 29 29 15'i' F 31 31 31 31 2W-8- G 35 35 35 35 95 7'-2" A 164' F 33 33 33 19'-a' F 35 35 35 2T-2" F 37 37 37 9.5 31-V A W-10' F 29 29 29 29 W-1V F 32 32 32 32 20'-4' G 35 35 35 35 10 5 9" A 15'-10" F 33 33 33 19'-11 F 35 35 35 23'--S' F 38 38 38 10 2'-10' A 11'-5" F 30 30 30 30 14'-5' F 32 32 32 32 20'-0' G 35 36 36 36 50.5 6'-V A 15'-4' F 33 33 33 18'•7' F 35 35 35 2W-4' G 38 38 38 10.6 V-B' A 11'-0" F 30 30 30 3D 14'-1' G 32 32 32 32 191-8' G 36 36 36 36 11 6'-2" A W-10" F 33 33 33 16'-2" F 36 36 36 2310• G 33 36 38 11 2-T A la-8' F 30 30 30 30 131-8' G 32 32 32 32 194' G 36 36 36 36 11.5 5'-11' A 14L5' F 33 33 33 171-81 F 36 35 36 27.8" G 39 39 39 11.6 2-5" A 1014' F 3D 30 30 30 13'-4• O 33 33 33 33 19--1- G 37 37 37 37 12 F-V A 14'-1' F 34 34 34 1T-3' F 36 36 36 W-4- G 39 39 39 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 11 6-2" A 334' F 32 32 32 16'S" F 34 34 34 21%9' F 38 38 38 30 5 5'-B" A 16'-9' F 30 30 30 31 20'-0• F 32 32. 33 35 24L3' F 3/ 34 35 3T 12 W.B. A 12'-0" F 33 33 33 15'-10" F 35 35 35 21.2' 6 39 39 39 51 V-2- A IF-9' F 30 30 30 30 191-0' F 32 32 32 34 23'-5' F 35 35 35 37 13 5'-2" A 12'-1' F 33 33 33 t5.3' F 35 35 35 20'-8' 6 39 39 39 6 V.S. A W-10' F 31 31 31 31 181•2' F 33 33 33 34 22'-9' G 35 35 35 37 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 6.5 44' A 14'-1' F 31 31 31 31 171-4' F 33 33 33 34 22'-2' G 36 36 36 36 10 5 IT-7' A 21'-9' F 33 33 33 23'-2" F 33 33 34 261-1' F 36 36 36 7 4'-1" A 13'-6' F 31 31 31 31 W-8" F 33 33 33 33 21'-B' G 36 36 36 36 LIVE 55 174' A 20'-T F 33 33 33 2X-5' F 34 34 34 273' F 36 36 36 75 3=9" A 12'•t0' F 31 31 31 31 IV-0' F 34 34 34 34 21'-2' G '37 37 37 3T LOAD 6 1t4" A 191-V F 33 33 33 21'-10' F 35 35 35 25S' F 37 37 37 a T-W A 12'-4' F 32 32 32 32 15'S" F 34 34 34 34 20'-8' G '38 38 38 38 ONLY 6.5 10'•5' A 18'-7' F 34 34 34 21'•3' F 35 35 35 25'-9' F 38 38 38 9.5 3'-4" A W-l0' F 32 32 32 32 14'41' F 34 34 34 34 20'3• G 38 38 38 38 7 918' A $T•9' F 34 34 34 20'-9' F 3T 36 36 25'-1' F 38 38 3B 9 3'-2' A 11'-4' F 32 32 32 32 /4-5' F 35 35 35 35 19'-11' G 39 39 39 39 7.5 V-1" A 17'-0" F 34 34 34 20'3' F 37 37 37 20-S" F 39 39 39 9.6 3'-0• A 10'-11' F 32 32 32 32 13,11' 5 35 35 35 35 19'•6' G 39 39 39 39 B 816" A 16'3" F 35 35 35 19'-7" F 37 37 37 24'-0' F 39 39 39 10 X-10' A 10'-7' F 32 3Z 32 32 IT-W G 35 35 35 35 19-2" G 39 39 39 39 85 8'-0' A 15'3" F 35 35 35 16'-11" F 37 37 37 23'-6' G 40 40 40 10.5 Y-B' A 10-2' F 33 33 33 33 13'-2' G 35 35 35 35 11'-1V G 40 40 40 40 9 T-6" A 15'-1" F 35 35 35 18'4' F 38 38 38 2Y-1' G 41 41 41 11 7.7' A 9'-10' F 33 33 33 33 72'-9" G 36 36 36 36 IV-7' G 40 40 40 40 9.5 T-2' A 14'•7" F 35 35 35 17,10" F 3a 36 38 M-8- G 41 41 41 11.5 2'•5' A 9'•7' F 33 33 33 33 12'•" G 36 36 36 36 IV-4' G 41 41 411 41 10 6'-9" A 14'-1' F 36 36 36 1T�" F 38 38 39 22'3' G 41 41 41 120 MPH EXPOSURE a 10.5 6'-5" A SX-V F 36 36 36 16'-10' F 38 38 38 21-11' G 42 42 42 30 5 5'-8" A W-19" F 28 28 28 29 2018' F 29 29 /31 1 33 25'-0' F 31 31 33 35 11 6'-2" A 13'-3' F 36 36 36 16'-5' F 39 39 39 21'67" G 42 42 42 6.5 5'-2" A 16%9' F 28 28 28 29 20'.0" F 30 30 33 24'•3" F 32 32 33 35 III 5-11" A W-10" F 36 35 36 16'-0' F 39 39 39 21'3' G 43 43 43 6 4'-9' A 15'-10• F 29 29 22 29 19'-1' F 30 30 0 32 231-6' F 33 33 33 35 12 6'-9" A 12'-6" F 36 36 36 75-61 F 39 39 39 21'-0' G 43 43 43 fiS 4'-V A 15'-0' F 29 29 29 29 1t1'3' F r32 31 31 32 W-11' O 33 33 33 34 11 6-Y A W-16" F 35 35 35 W-1V F 37 37 37 20'•5' 6 42 42 42 7 4'-1• A 14'-4' F 29 29 29 29 1717' F 31 31 32 &.4- G .34 34 34 34 12 51-8" A 11'3' F 35 35 35 14'3' F 38 38 38 39'-1V G 42 42 42 76 T.S. A IVW F 29 29 29 29 16'-11'. F 32 32 32 211•10' G 34 34 34 34 13 V2' A 10'•9' F 36 36 38 13'•9• F 39 39 39 194i' G 43 43 43 6 T-V A IT-7" F 30 30 30 30 16'-3" F 32 32 21-5" G 35 35 35 35 115 MPH EXPOSURE B 8.5 T-C A IZ-7' F 30 30 30 30 15'•9' F 32 32 20'•1 V G 35 35 35 35 20 5 7'-1" A 191087 F 28 28 28 29 2P-10' F 29 29 31 32 261-6' F 31 31 33 35 9 3'-2• A 12'•1' F 30 30 30 3D IV3' F 32 32 32 20'•7' G 36 36 36 39 LIVE 55 6'-5" A 1818• F 26 28 26 29 21•Y F 30 30 30 32 2&-V F 32 32 33 34 9.5 3'-V A t118' F 30 30 30 30 141•e' F 33 33 33 201•2" G 35 36 36 36 LOAD 6 V-11' A 17'-0' F 29 29 29 28 20'•7• F 30 30 36 32 24'-11' F 32 32 32 34 10 2'•10' A 113' F 30 30 30 30 14'-4' G 33 3 33 33 IT-10' G 37 37 37 37 ONLY 6.5 5W A 1T'-a" F 29 29 29 29 26'-0' F 31 31 31 32 24'•3- F 33 33 33 34 103 218" A 10'-11' F 30 30 30 30 13'-11' G 33 3 33 33 19'-0' G 37 37 37 37 7 5'-1• A IF-II" F 29 29 29 29 1912' F 31 31 31 32 23'-8' F 33 33 33 34 11 7-7' A 10'•7' F 31 31 31 31 13'-6' O 33 33 33 19'3' G 37 37 37 37 73 4'•9' A IV-31 F 30. 30 30 30 1816' F 32 32 32 32 2Y-Y G 34 34 34 34 120 MPH EXPOSURE C or 140 MPH EXPOSURES 8 4'-V A W-7' F 30 30 30 30 1T-10" F 32 32 32 32 22'-7' G 34 34 34 34 30 5 V.S. A 15S• F 31 31 31 31 19'-0' F 33 3 33 35 85 4'-2" A 14'-0' F 30 30 3D - 30 1T-3' F 32 32 32 32 22'•2' G 35 35 35 35 5.6 51.2• A IW-61 F 31 31 31 31 W-9' F 33 33 35 ��+SS•11a 9 5-11' A IT-6" F 30 30 30 30 16'-8' F 32 32 32 32 21'-91 G 35 35 35 35 6 4'•9" A 14-T F 31 31 31 31 1T•10' F 33 33 3,ry 4L� 9.5 T-9" A 13'0' F 30 3D 30 30 16-2' F 33 33 33 33 21'-4' 0 36 36 36 36 6.5 4'-4" A 13-10' F 32 32 32 32 I7LI- 34 34 /34 10 316' A 12'-7' F 31 31 31 31 15-9" F 33 33 33 33 21'-0' G 36 36 36 36 7 4'-T A 13'-2' F 32 32 32 32 16'i' 34 'GAY (T'1 ko 10.5 34" A 12'-2" F 31 3t 31 31 154' F 33 33 33 33 20'68- G 37 37 37 37 7.5 T-T A 12'-7• F 32 32 32 32 IV-9' 35 3 35 35 11 -3'-2" A 17'-10" F 31 3% 31 31 W-I1' F 33 33 33 33 204" G 37 37 37 37 8 T-6• A 12'-11' F 32 32 32 32 151•2' 35 35 35 35 R� 1LS 3161" A' 11-5' F 31 31 31 31 14'-6' F 34 34 34 34 2010' G 37 37 37 37 a's 34" A 11'-7' F 33 33 33 33 14'-8' F 35 35 35 12 2'-11" A 11-i• F 31 31 31 31 14'-2' G 34 34 34 34 191•9' G 38 38 38 38 9 3.2- A W-1' F 33 33 33 33 14'•2' G 1 36 \ 11 3'-7 A 1016' F 30 3D 30 30 IT-V F 32 32 32 32 19'3' 0 36 36 36 36 9.5 31-V A 10'-6" F 33 33 33 33 13'-8' 12 7-11' A 10'-0' F 30 30 30 30 12AV F 33 33 33 33 t8'-9" 0 37 37 37 37 10 7•t0' A 104'. F 33 33 33 33 13.3' �[ p 13 7-V A T-W F 30 30 30 30 12'-4• F 33 33 33 33 184' G 38 39 38 38 10.5 2'-8' A 10'01 F 33 33 33 33 12'-17" Q9 38 -�75�� ,ti��` 11 2'-T A 916' F 33 33 33 33 - -77 3 36 3® 3 C'� 41 C 139 fiCA�!F� >X'/3 01 OCT 02 2013 ICC ESR1398(2012 IBC)9/29/2013 Page 32 of 66 A13F0�� JUN 02 2015 SOLID COVER 5,0FOST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS 12 Gauge x3"xe".Steel C(Detail T) Double 16 Ga 3"x8"Steel C(Detail T and A Double 12 Ga V`xO"Steel C(Detail T and AY) 12 Gau a x3'k8"Steel C Detail T) Double 16 Ga T "Steel C(Detail T and A Double 12 Ge 3"x8"Steel C(Detail T and AY) TABLE 5 B Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 1111 Attached Freestanding or Attached! Freestanding or Attached Freestanding or Structure Mullispan Units Structure Mullis an Units Structure Multispan Units Structure Mull(span Units Structure Multispan Units Structure Muttispan Units GROUND NOW DTH SPACING REQ'D POST MIN FOOTER MAX POST I 12' IGTH MAX S POST MIN FOOTER tee' I S1Y IGTH IS' POT NUN FOOTER ems' PI St IGTH 15 GROUND SNOW WIDTH SPACING REOD POST MIN .DOTE "a- I6 1Y NI TH MAX MAX 15' POST MIN OD V I sit LENGTH S POT MIN ooT MAXa. LEtI 1& LOAD (FT) ON SLAB FOR SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINEOFOO SPACING POST SIZE CONSTRAINED FOO LOAD (FT) ONSLAB FOR SPACINGPOST SIZE CONSTRAINED FOOTER SPACINGPOST SIZE CONSTRAINED FOOTS SPACIN POST S¢E CONSTRAINED FOOTS (PM (FT) SLAB (FT) TYPE 'd" "d" 'd- "d" (FT) TYPE "d" 'd' -,r 'd" (FT)- TYPE •d" "d- 'd• •d" (PSF) (FTl SLAB (FT) TYPE "d" "d' 'd' 'd' (FT) TYPE 'd" 'd" 'd' "d' (� •TYPE ''d' 'd' 'd' 'd" Onl On) (m) On) On) M) On) M) M) On) M) Onl On) On)' ON M) On) On) On) 0"1 On) On) On) M) 115 MPH EXPOSURE C or 130 MPH EXPOSURE 3 115 MPH EXPOSURE B 20 5 T•t" A 18'-2' F 31 31 31 31 20'-11' F 32 32 33 35 25.4' F 34 34 35 38 40 5 44' A 1", F 26 26 26 26 19.3' F 28 28 30 32 23'-7' F 30 30 32 34 LIVE SS 6'-5' A 17'-1' F 31 31 31 31 20'-3' F 33 33 33 35 241•81 F 35 35 35 37 515 31•11, A lW-o' F 27 27 27 27 16'•3' F 28 28 29 31 22'-10' G 31 31 32 34 LOAD 6 5'-11, A IV-2' F 31 31 31 31 f9'-8' F 33 33 33 35 23'-t 0' F 36 36 36 37 6 3-7- A 14-2• F 27 27 27 27 17'•5" F 29 29 29 31 22V' G 31 31 31 33 ONLY 615 V6" A 15'•4' F 32 32 32 32 16'-8' F 34 34 34 34 23'-2- G 36 36 38 37 61 314' A 13'-5' F 27 27 27 27 IV-8" F 29 29 29 31 21,a" G 32 32 32 33 7 5'4. A 141-8' F 32 32 32 32 1T-11" F 34 34 34 34 2Y•7• G 37 37 37 37 7 31•1' A 12'-10• F 27 27 27 27 16=0' F 29 29 29 30 21'-1' G 32 32 32 33 7.5 4'•9• A IV-0' F 32 32 32 32 17'-3' F 35 35 35 35 22'-S' G 38 38 38 38 7.5 2-10' A 12'A' F 27 27 27 27 16•4' F 30 30 30 -30 20'•7' G 33 33 33- 33 8 4'-5' A 13'•5' F 33 33 33 33 16'-T F 35 35 35 35 211-8' G 36 38 36 38 8 2 8'-V A 11'-' F 28 26 28 28 14.9' F 30 30 30 30 20'-2' G 33 33 33 33 a.5 4'-2" A 12'-S D" F 33 33 33 33 SF-W. F 35 35 35 35 21'-Z' G 39 39 39 39 6.5 2'-W A 113' F 28 28 28 28 14'.9' G 30 30 30 30 19'-9' G 34 34 34 34 9 7.11• A 1216' F 33 33 33 33 151•6" F 36 36 36 36 20-10' G 39 39 39 39 9 2'4" A 10'-9' F 28 28 28 28 13'-9" G 30 30 30 31 19'•5- G 34 34 34 34 9.5 3'-0" A II'-11" F 33 33 33 33 15'-1' F 36 36 36 36 20'-5' G 40 40 40 40 9.6 2'3' A IW-5' F 28 28 28 28 13'4', G 31 31 31 31 18'-1' G 34 34 34 34 10 V-S' A Ill F 33 33 33 33 14'-7' F 36 36 36 36 20'-1" G 40 40 40 40 10 7-2" A'2" A 10' F 28 28 26 28 12'•11'' G 1 31 31 31 31 t8'-9' G .35 35 35 35 1015 31 4 A t1-2' F 34 34 34 34 W-2" G 36 36 36 36 19-9• G 41 41 41 41 10S Y-0• A 91-8' F 28 28 28 28 12.7' G 31 31 1 31 35 18'6' G 35 1 35 35 35 11 3'-2' A .10'-10' F 34 34 34 34 13'-10" G 37 37 37 37 19'-5• G 4t 41 41 41 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 11.5 31 1" A 101-6" F 34 34 34 34 13-51 G 37 37 37 37 19L2" G 41 41 41 41 40 5 V-4" A 14'-11' F 29 29 29 30 18'-2' F 31 31 32 34. ZY•9' G 33 3336 37 12 2-11' A 10'-2' F 34 34 34 34 13-1' G 37 37 37 37 18'-11" G 42 42 42 42 5.5 3'•11' A 14'-0' F 29 29 29 29 173' F 31 31 32 34 22'-1' G 34 34 34 36 11 3'-2- A 9'-T F 32 32 32 32 12'.6' F 35 35 35 35 1BL51 0 40 40 40 40 6 3'-7- A 13'J' F 29 29 29 29 16'S' F 32 32 32 33 211-5' G 35 35 35 36 115 MPH EXPOSURE B 65 34' A 12W F 30 30 30 30 151-8, F 32 32 32 33 20-10' G 35 35 35 36 25 5 6-9" A 191-5' F 25 26 26 29 21'-8' F 29 29 31 32 25-W F 31 31 33 35 7 3'•1" A II'-11' F 30 30 30 30 15'-0" G 32 32 32 33 20'-4' G 36 36 36 36 5.6 6-2' A 1814" F 28 26 28 29 211-D" F 3D 30 30 32 2V6" F 32 32 32 34 7.5 2'-101 A 11'4* F 30 30 30 30 W-5' G 33 33 33 33 19'-11' G 36 36 36 36 6 51-V A 171-4• F 29 29 29 29 20'-5" F 30 30 30 32 24'-9' F 32 32 32 34 a Y•8- A 10'-10' F 30 30 30 30 0111' G 33 33 33 33 191-5" G 37 37 37 37 BS V-2" A 161-6' F 29 29 29 29 19=9, F 31 31 31 32 24-1' F ' 33 33 33 34 8.5 2'-6" A 10'-5' F 31 31 31 31 13'-5' G 33 33 33 33 t9'-f• G 31 37 31 37 7 4-10' A 1541 F 29 29 29 20 t9•-0' F 31 31 31 31 236' F 33 33 33 34 9 V-4' A I.I.' F 31 31 31 3f 12'-11' G 33 33 33 33 56-6' G 36 38 3B 38 7.5 41-V A 15'-0" F 29 29 29 29 IF-31 F 31 31. 31 31 23'-0' G 34 34 34 34 5 4%W A 14-5' F 30 30 3D -30 tT-e' F 32 32 32 32 22:6' G 34 34 34 34 OVER- TABLE 52 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 5.5 4'-W A 1311w F 30 36 30 30 17'-1' F 32 32 32 32 22'0' G 35 35 35 35 HANG PROJECTION OF SINGLE SPAN STUCTURES IFT) 9 3'-9" A 13'-4' F 30 30 30 30 16-6' F 32 32 32 32 21-7- G 35 35 35 35 (FT) b' 7' tl• 9' 10' tit' 12' 13, 14, 15' 16' 17' 18, is, 20' 21, 22' BS 3'-7' A 12'-10' F 30 30 30 30 1" F 33 33 33 33 21.3, G 36 35 36 36 V 3• 3.5' 4' 4.5. S• 5.6 6' 6.5'' T 7.5' 8' as 9' 9.6 117 IDS- 11' SO 34' A 12'-V F 30 30 30 30 15-7" F 33 33 33 33 211-10' G 36 36 36 36 1' as 4' 4.5' S 5.5' F 6.5' 7' 7.5' B' 8.5' 9' -9.5' 10, 10.5' 11' 11.5' IDS T-2' A 12'-0" F 31 31 31 3t IV-2" F 33 33 33 33 2D'4' G 36 36 36 36 2' Ne Na We 6.5' 6' 6.5' 7' 7S 8' 8.5 9' 9.6' 10' 10,5 11' 11.5' 12' 11 V-1" A 11.8' F 31 31 31 31 14=9' F 33 33 33 33 20:2" G 37 37 37 37 3' nro nM We n(a n!a rda Ne S' A5 9' 9.5, 10' 1OS' It, 11.5' 12' 12,5' 11.5 2'-11' A 11'4- F 31 31 31 31 14'4- G 33 33 33 33 191•11" G 37 37 37 37 4' We de n1a da n!a ds nla n!a de de 196 10.5' 11' Its 12' 12.5' 13, 115 MPH EXPOSURE C - or 13O MPH EXPOSURE B _ 25' 5 B'-9' A 1T-8' F 31 31 31 31 20'd' F 32 32 33 35 25'4' F 34 34 35 37 TABLE 5.3 Post Requirements - TABLE 5.4 Post Requirements for 5.5 6'-2- A IV-9' F 31 31 31 31 27-0' F 33 33 33 35 24'-3' F 35 35 35 37 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures 6 5'-0" A 151-10" F 31 31 31 31 19-1' F 33 33 33 34 23'-6' F 36 36 36 37 Post Description Max POSTI Detail Post Description Maximum Max POST 6.6 5'-2" A 1SA" F 32 32 32 32 18'-3" F 34 34 34 34 2Y-11' G 36 36 36 37 Hgt Code I Footing Height Code Detail# 7 4'-10" A 1414" F 32 32 32 32 17'-7' F 34 34 34 3t 22L4' c 37 37 37 37 TwinO.D60"xi.5"xl.5"Scroll 9 A 1AC 0.041'50k3"Steel Clover d= 29' 1 9 B N11,AH 7.5 4.6" A IV-8" F 32 32 32 32 16'-11" F 34 34 34 34 21'-10• G 37 37 _37 37 0.042"x3'k8"Aluminum Post 10, B IN30 0•D41'k3"x3"Steel Clover d- 21" 6' B N11,AH a 41-3• A 13 - F 32 32 32 32 153• F 35 35 35 35 21L5" G 35 38 39 39 0,024"xT' "Post with Side plat 1 V B N76.BK 3116'k3'k3"Steel Square - d= 29" 14' E N77,AG 8S 4'-0" A 12'-7" F 33 33 33 33 16,9" F 35 35 35 35 20-11' G 39 39 39 39 Clover0.03V!x&0'Alum 11' rE NSI,AH 3110kKWX3"Steels uare d= 32" 8' F N17,AG 9 3'-9' A 1Y-1" F 33 33 33 33 153• F 35 35 35 35 20'•7' G 39 39 39 39 C(oVer0.040"X3'k3"Alum 11' N1t,AH 3H6'k4"x4"Steels Uar d= 35" 14' F N17,AG - 95 V-T A 11'-8' F 33 33 33 33 14'•9• F 36 36 36 36 20'-2' G 39 39 39 39 Colonial 0,0621 Extruded 12' AE 3116'X4"X4"Steels Uar d= 38" 9' F N17 AG 1D 3.4' A 11'3' F 33 33 33 33 14'4' F 36 36 36 36 19'-t0" G 40 .40 40' 40 0,041'k3'k3"Steel Clover 11' Nt1,AH 3116'x&'A6'Steel S ua a d= 41" 16 N17,AG 10.5 3-2- A 10'-11" F 33 33 33 33 13'-1Y G 36 36 36 3S 1", G 40 40 40 40 0,041"xT'KV'SteelClover BNI1,AH 3116"XV' 6"SteelSQU re d= 46" 'IV 1 N17,AG tt 3'-1• A 10'-7' F 33 33 33 33 13-6' G 36 38 36 36 t9'-3' G 41 41 41 41 3116"X3'k3"Steel S uare 16N17,AG 11.5 Y•11' A 10'-3" F 34 34 34 U 13-2' G 36 36 36 36 18'-11" G 41 41 41 41 31IM'5W Steel uare 1TN17,AG 12 2'-f0' A B'-S 7" F343434 34 12'-10- 6 37 37 37 37 18'$' G 42 42 42 42 3/l6'k4"x4"Steel Square 15N17,AG GENERAL INSTRUCTIONS FOR THESE TABLES 3/16k5'k5"Steel Square 15 K 7.AG �U! -1�r 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE B.FOR SINGLE SPAN ATTACHED UNIT USETHE POST SHOWN IN 2- CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.8AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home prod C.- V. 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5,4 28921 US Hwy 74 (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9,FIND THE 010 SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romoland,CA 92586 PU R7 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(Nit-N35 or A-BM) 8. 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Car(Putnam,P.E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-e FROM ABOVE THEN U41 Ivyllnk Place 68 g �! S.DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.8 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carloutnanIftemcastnel\ 130 1 S.CHOOSE B9.FOLLOW 940 FROM ABOVE FROM TABLE 5.8 THAT HAS ADEQUATE OST SPAC NG SLAB 0,FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES * !-`CA4�FC�`� 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.8 IVI sTq FCA1.�F �P OCT 02 2013 1CC ESR1398(2012 IBC)9/29/2013 Page 33 of 66 022015 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL.COVERS HIGH WIND AREAS 0.042"xWM"Box Beam (Deteil N30) Double 0.042"x3"X11"Beam(Detail N25) Double 0.040"X2"X6.625"Beam(Detail N25) 0.042'W"W Box Beam (Detail N30) Double 0.042"x3"x8"Beam(Detail N25) Double 0.0417'x2'k6.625'Beam(Detail N25) TABLE 6.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.1 Alto= Freestanding or Attached Freestanding or Attached Freestanding or Structure Mulds an Units Structure Multispan Units Structure Multispan Units Strudure Multispan Units Structure MUltispan Units Structure Multispan Units GROUND TRIG POST I POST MAX MAxPOSTLENGTH MAX MAXPOSTLENGTH MAX MAXPOSTLENGTH GROUND TRIB POST POST MAX MAXPOSil.ENOTH MAX MAX POST LENGTH MAX MAXPOSTLENGTH SNOW WIDTH SPACING REOU POST MIN FOOTER 6 I 10' I 12' POST MIN FOOTER 8 I 10' ' 12' POST MIN FOOTER 6' 1 10' I 12' SNOW WIDTH SPACIN REO'D POST MIN OD 8' j 10' I 1, POST MIN oor 8 I 18 I fY POST MIN OCT 8 f0' 1Y LOAD -(FT) ONSLAS FOR SPACIN POST 5f2e CONSTRAINED FOO SPACIN POST SIZE CDNSTRAfNEO FOOTS SPACING POST SIZE CONSTRAINED FOO LOAD UM ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SITE CONSTRAINED FOOTS SPACIN POST ,SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE 'd' 'd' 'd" 'd' (FT) TYPE "d' W W 'd' (FT) TYPE "d" 'd" 'd' "d' (PSF) (FT) SLAB (FT) TYPE 'd' -d' "d" "d" (F7) TYPE "d' -d' 'd' "r (FT) TYPE -d' Nr 'd' -d- on) On) On) On) M) M) On) On) (in) On) On) On) On) On) On) M) (in) M) M) (in) On) M) On) on) 130 MPH EXPOSURE B - or 115 MPH EXPOSURE C of 116 MPH EXPOSURE C 10 3 2Y-8' A 10'-1" A 21 25. 27 26 14'-01" 8 24 27 29 31 134' .B 21 27 28 30 25 3 1114, A e'-0' A 20 25. �27 28 12-2" C 23 27 29 30 11,0' B 22 27 28 30 LIVE 3.5 .19'-5" A 91-3" A 21 25 26 28 131-V a 24 27. 29 30 1YJ' B 23 26 26 29 3.6 9'-8" A 74" B 21 24 26 27 1P2" D 24 27 2S 30 161, C 23 26 2S 29 LOAD 4 17'-0" A el" A 22 24 26 27 12'-9" 8 25 26 28 30 111-5" B 24 26 27 29 4 W-W A 6%9 B 21 24 26 27 104' D 24 26 28 29 T4' C 23 26 27 29 ONLY 45 15'-1" A 7'41' A 22 24 25 27 11'-11" C 25 26 28 29 •101.9' a 24. 26 27 29 4.6 71-V A 61•27 B 21 24 25 27 W-W D 25 26 28 29 8'-9" D 24 25 27 28 5 13'r A r5" B 22 24 25 26 11'-3" C 25 26 27 29 10'-2' 8 25 25 27 28 6. 6-9" A 519" B 21 23 25 26 a,I" D 25 26 27 29 81-r D 24 25 27 28 55 1Y-4' A 6=11: B 22 23 25 26 10'-0" D 26 26 27 28 9'-r C 25 25 26 28 5.5 6-r A 51•5" B 22 23 24 26 8'-T D 25 25 27 26 7-t0" b 24 25 26' 26 6 We A 61-6' B 23 23 24 26 1011, D 26 26 27 28 9-2- C 25 25 26, 28 6 5'4 r A 5'-1" B 22 23 24 26 8'-T D 25 25 27 28 7'-5" D 25 25 26 27 65 10'-5' A 6.2" B 23 23 24 26 F-8" D 26 26 26 28 8'-9" D 26 26 26 27 6.5 5-Y A 4'-9" B 22 22 24 25 7'-0" D 26 26 26 25 711' 0 25 25 26 27 7 W.G. A 6%11' B 23 23 24 25 9-3' D 27 27 27 28 8=5" D 26 26 26 21 7 4'-10" A 41-6' B 22 22 24 25 T4" E 26 26 26 27 6'-9' D 25 25 26 27 7S 9'-1" A 9'-7' B 23 23 24 25 8-10' D 27 27 27 27 6'-1" D 26 26 26 27 7.5 4'W A 4'•3' B 22 22 23 25 7w E 26 26 26 27 6 D 26 26 26 1 8 81-W A 5'4" B 23 23 23 25 W-61 D 27 27 27 27 7-9- D 26 26 26 27 8 4 r •A 4'-1' B 22 22 23 25 6'-9" E 26 26 26 27 B'-3" D 26 26 26 27 8.5 81-W A 5'-1" B 23 23 23 25 V-2" D 27 27 27 27 r-6- 0 27 27 27 27 8.5 4'-D" A 3'•10' B 22 22 23 24 6'-T E 27 27 27 27 6'-0' E 26 26 26 26 9 r-W A 4'-11' B 23 23 - 23 24 r-11- 0 27 27 27 27 7-3" D 27 27 27 27 9 3'-9' A 3'-8" a 22 22 23 24 6.2" E 27 27 27 27 5=9' E 26 26 26 26 95 7'2- A 4'-W B 24 24 24 24 71-V D 28 28 28 28 r-0" D 27 27 27 27 9.5 3'-7" A 3'-6' B 23 23 23 24 6.0" E 27 27 27 27 51•7' E 26 26 28 26 10 6'-9" A 4'�i B 24 24 24 24 7'-5" 0 28 28 28 28 6'-10" D 27 27 27 27 140 MPH EXPOSURE C 11 6'-2- A 4'-2' _B 24 24 24 24 8-11' -E 28 28 28 28 8.5' D 27 27 27 27 25 3 11'4" A 715' 5 22 27 28 30 11'J" D 25 29 W 33 10'•2" C 24 28 3D 32 12 5'-8' A 3-11' B 24 24 24 24 6W E 28 28 28 28 6'-1' D 25 28 28 28 3.5 9'-0" A 6=8" B 22 26 26 28 1OW D 28 28 30 32 9'-4' D 26 26 30 31 13 5=2' A 3'$' B 24 24 24 24 6'-7 E 29 29 29 29 5'•9" D 28 28 28 28 4 6, A 6'-1' B 23 26 27 29 9'•6' D 26 28 30 31 a, D 26 26 29 31 130 MPH.M(POSURE O or 150 MPH EXPOSURE B 4.5 r-6' A 6%7" B 23 25 27 28 81-10" D 27 28 29 31 8'-1" D 26 27 29 30 10 3 22'-8' A 9'-0" A 22 27 28 30 13'�4' 8 25 29 31 33 12'-0" B 25 28 30 32 5 6'•S" A 5'-2' B 23 25 26 28 SW D. 27- 27 29 31 r-7' D 26 27 28 30 LIVE 35 19'-5' A 8'•2" A 23 26 28 29 12-3' C 26 29 30 32 11'•1" a 25 28 30 31 5.5 6-T A 4'-10' B 23 24 26 28 T•111" E 27 27 29 30 r-7 D 27 27 28 30 LOAD 4 17'-0' A T-6' B 23 .26 27 29 11'-5' C 27 26 30 31 10'-3' 8 26' 28 29 31 6 S'-8" A 4-6- B 24 24 26 27 r-5' E 28 28 28 3D 6-10" D 27 27 28 29 ONLY 45 IVA" A 6'-11, B 23 25 27 28 1D'-8' D 27 28 29 31 9'-7" C 26 27 29 30 6.5 5-Y A 4'-3' B 24 24 25 27 T.O. E . 28 28 28 30 W4r D 27 27 28 29 5 13'-7' A -6'-6' B 24 25 27 28 1l1'-0' D 27 27 29 31 9'-1" C 27 27 26 30 7 4'-t0" A 4'A' B 24 24 25 27 8.8'' E 28 26 26 29 6-Y' E 28 28 28 29 5.5 1T4' A 6.1' B 24 25, 26 28 9'-6" D 28 25 29 30 8'-r D 27 27 28 30 7.5 4'E' A 3-10' 8 24 24 25 26 64' E 28 28 28 29 5=11• E 28 28 26 29 6 114" A 5'S' B 24 24 26 27 9'-0" D 26 28 28 30 8'-r D 27 27 26 29 8 4-W A 3'-r C 24 24 25 26 6-1' E 29 29 29 29 V-8" E 28 28 28 28 6.5. 10'-5" A 55' 8 24 24 25 27 8'-T 0 28 28 26 30 7'-10' D 28 28 26 29 8.5 4--0" A T•5' C 24 24 24 26 110" E 29 29 29 29 6'-6" E 28 28 28 28 7 9'S" A 5.1' B -2S 25 - 25 27 8'-r D 29 29 29 29 7'-W D 28 28 28 29 9 W.S. A 3'-3" C 24 24 24 26 5'-r E 29 29 29 29 5-3" E 26 28 28 28 7.5 9'-1" A 4'-10- 13 25 25 25 27 r-10' 0 29 29 29 29 T-2" D 28 28 28 29 9.5 3'-7" A 3'-1' C 24 24 24 26 5'-5' E 29 29 29 29 Vol. E 29 29 29 29 a 81-W A 4'-T B 25 25 26 26 7'S' D 29 29 29 29 61•11" D 25 211 28 28 13OMPHEXPOSUREB 8.5. 8'-0" A 4'-5' B 25 25 25 28 7'-2' E 28 29 29 29 U.S. D 29 29 29 29 30 3 W.S. A r-10" B 19 24 25 27 W-10' C 22 26 28. 29 IV-8' B 21 25 27 28 9 7'S" A 4'-r a 25 25 25 26 6'-11, E 30 30 30 30 6'-5' D 29 29 29 29 3S 8'-2" A 7'-1" a 19 23 25 26 10-10, D 22 26 27 29 9-10' C 22 25 27 28 95 7-2- A 4'-W 8 25 25 25 26 61•8" E 30 30 30 30 6'-2' 0 29 29 29 29 4 7-1' A 6'S' 8 20 23 24 26 10'-1' 0 23 25 27 28 9'-1" D 22 25 26 26 10 -8.9" A 3'-10' 8 25 25 25 26 6'S" E 30 30 30 30 6'-0" 'D 29 29 29 29 4.5 614" A 6'-0" B 20 23 24 25 9'-4" D 23 25 26 28 6'-6' D 22 24 26 27 11 V-2" A 31•r B 25 25 25 25 6'-1' E 311 30 30. 3D &-8' E 30 3D JO 30 5 "" A 5'-7• a 20 22 24 25 8%18' D 23 24 26 27 W-W D� 23 24 25 27 12 T.O. A 3'4" 8 2b 26 26 26 5'-8" E 30 30 30 30 S'4" E 30 3D 30 30 55 5'-r A S'-2" 8 20 22 23 25 8'-0" D 24 24 26 27 T-r D 23 24 25 27 13- 5'-Y' A 3'-1' 8 26 26 26 26 5'-S E 3l 31 31 31 5'-1" E 30 30 30 30 6 4'-9" A 4'-10" 8 20 22 23 24 7'-lV 0 '24 24 25 27 7-Y D 23 23 25 26 140 MPH EXPOSURE B 6.5 44" A 4-7" B 21 21 23 24 7W E 24 24 25 26 6-10" D 24 24 25 26 10 3 22'-0' A 91-V A 21 26 28 29 14'-4' 8 24 28 30 31 12'-10" B 24 28 29 31 7 4'-1" A 44' 8 21 21 23 24 7'-S' E 24 24 25 26 6-r D 24 24 24 26 LIVE 35 19'-5' A e'-10, A 22 25 27 20 13'•2- 8 25 28 29 31 11'-10' B 24 27 29 30 7.6 3=9' A 4'•1" B 21 2t 22 24 6'•9' E 25 25 25 26 6'-3" D 24 24 24 26 LOAD 4 1710, A 8'-r A 22 25 27 28 tY-3" C 26 '27 29 30 11f-0' B 25 27 28 30 8 3-V A 3'-11"_ B 21 21 22 23 , 65' E 25 25 25 26 W-W E 24 24 24 25 ONLY 4.5 SS'-i' A r-7' -B 23 25 26 28 11%5' C 26 27 29 - 30 10'4' B 25 26 28 29 A5 3'4" A W-8- B 21 21 22 23 6'S E 25 25 26 5-/D' E 24 24 24 25 5 IT-7' A 7•Y a 23 24 26 27 _70'-9' D 26 27 28 30 7.9' C 26 26 28 29 9 T-r A 3'-W B 21 21 22 23 64" E 25 25 25� 25 F-T E 25 25 25 25 55 174' A 6-7- B 23 24 25 27 10'-2" D 27 27 28 29 9'-3' C 26 26 27 29 130 MPH EXPOSURE C 6 1t'4' A 6'-3" 'B 23 24 25 27 W-r D 27 27 28 29 8'-10, D 26 26 27 26 30 3 F-W A T•r B 21 25 27 29 11}0' 24 28 30 3t 6.5 10'S" A 5'-11' B 24 24 25 26 9'J' D 27 27 27 29 8'-5" 0 27 2T 27 28 3.5 6.2- A 61-6' 8 21 25 27 28 Iq-V D� 24 29 , 1+� rssl! 7 9'4' A 5-T B 24 24 26 26 8'-10" 'D 28 28 26 26 B'-1" D 27 27 27 26 4 r-1" A 5-11" 0, 21 24 25 28 9'a" D 25 28 3D :.��y�G 75 D'-1" A 5'4" B 24 24 24 26 8'S" b 28 28 28 28 7'-9" -D 27 27 27 28 4.5 64- A 51•5' B 22 24 26 27 8'd' 25 2 ��0 IQ �T•1. 8 - 8fi" A 5-1" B 24 24 24 26 V-2' D 28 28 28 28 7'4' D 27 27 27 27 5 51-r A 5'A" B 22 24 25 27 8-1' 26 26 f^2a 29� .:�j V Q5 B'-0' A 41-40' B 24 24 24 26 T-10' D 28 28 28 28 7'2" D 28 28 28 28 5,5 5'•2• A 4'-0" B 22 23 25 26 T-T 0 26 26 27 29 9 r-W A 4'-0" - 'B 24 24 24 25 r-7- D 29 29 29 29 6'-11' D 28 28 28 28 6 V-9" A 4'-V 8 22 23 25 26 r-2" E 6 28 27 29 9.5 7'-T A 4'-5" a 24 24 24 25 7'-0" E 29 29 29 29 9-9" , D 28 28 28 28 6.5 44" A 4'-1" B 22 23 24 26 6-10" -E 26 27 28 1D 6-9' A 4'-r B 24 24 24 25 7'-1' E 28 29 29 28 6-6" D 28 28 28 28 7 4'•1" A 3.11" B 22 23 24 26 8.6" E 1 � 288 31 6'-r A 4'-0" a 25 25 25 25 6'-7" E 29 29 29 29 6'-2' D 28 28 28 28 7.6 3'-9' A 3'-r B 23 23 24 25 82" 1' 12 5-8' A 3'-0' B 25 25 '25- 25 6'-0" E 29 29 29 29 •5'•10' E 29 29 29 29 8 3'S' A 316' B 23 23 24 25 5-1 1" - - 13 5.2' A .T'W B 25 25 25 25 5'-11' E 30 JO 30 30 6.6- E 29 29 29 29 8.5 3'4" A 3-1' 8 23 23 23 25 5'S' 9 3'-Y A 3-T C 23 23 23 25 3'- \ 27 277 C 8139• CAUF * P 16 a17 * OCT 02 2013 ICC ESR1398(2012 IBC)9/29/2013 Page 34 of 66 CIV�1EO��Q' JUN 02 2015 SOLID COVER 6.WPOST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: FG42'k3'k6'Box Beam (Detail N30) Double 0.047k3"x8"Beam Detail N25) Oouble 0.04U KZ 6.625'Beam(Detail N25) 0.042'k3"xB"Box Beam (Detail N30) Double 0.042"x3"x&'Beam 1001011 N251 Double 0.04(r5a'x6.625"Beam(Detail N25 TABLE 6.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABE 6.L1 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND 7RIB POST POST MAK MAXPOSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REOTJ POST MIN ROOTER 8' I 10' I 1Y POST MIN ROOTER 8' I 10' l 12' POST MIN ROOTER 8' I 10' I 12' SNOW WIDTH SPACIN REQU POST MIN OOT 8' f 10' I 12' POSi MW .DOTE 8' I 10' 12' POST MIN Do C I 10' f 1T LOAD (FT) ONSLAS FOR SPACINGPOST SIZE CONSTRAINEDFOO SPACINGPOST SME CONSTRAINEDFOO SPACING POST SIZE CONSTRAINED FOOTEF LOAD Fri ION SLA131 FOR SPACINGPOST SIZE CONSTRAINED ROOTER SPACIN POST SIZE CONSTRAINED FOOT SPACIN POST SIZE FOOTEF (PSF) (FT) SLAB (FT) TYPE "d 'A" 'd "d (FT) TYPE "d -d - "d 'd (Fr) TYPE 'Cr 'd 'd 'd (PSF) (FT) SLAB (FT) TYPE "d 'd 'd' 'd (FT) TYPE 'd 'd •d •d (FT) TYPE 'd 'd 'd "d` On) M) On) On) 6n) tun) ON On) On) M) M) On) On) On) fm) On) 6n) On) On) On) On) 6n) 0n1 Oa) 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 140 MPH EXPOSURE B or 115 MPH EXPOSURE C 10 3 2Y-6- A 81-" A 23 28 29 31 IT-11' C 27 30 - 32 34 11,81 9 26 29 31 33 30 3 9.6" A 7'-7' B 20 25 26 28 11'-7' 0 23 27 29 30 1013' C 22 26 28 29 LIVE 3A 19'-5' A T•10' B 24 21 29 30 11'-11" C 27 29 34 33 IW-81 C 26 29 31 32 3,5 S-2• A V-11' a 2D 24 26 27 IV-7' 0 21 26 28 30 9'-7" C 23 26 27 29 LOAD 4 17'-0' A 71-3' B 24 25 25 30 111-w D 28 29 31 32 91-11, C 27 28 30 32 4 7-1" A 6'3' a 20 24 25 27 9'-9' D 24 26 Z8 29 0'-10' D 23 25 27 28 ONLY 4.5 15'-1' A V-6' B 24 26 28 29 10113` D 2a 29 30 32 914" D 27 28 30 31 4.5 V-4- A 5'-10" B 21 23 25 26 91•1' D -24 26 27 29 V4" D 23 25 27 28 5 13'-7" A V-7 B 25 26 27 29 9'-8' D 29 29 30 32 8'-9" D 28 28 29 31 5 5'-e' A 54- a 21 23 24 26 9-7- D 24 25 27 28 T-10' D 24 25 26 20 5,5 12W A W-10• B 25 25. 27 20 9-2' D 29 29 30 31 V'r D 28 28 29 31 5.5 5-2" A V-0• B 21 23 24 25 6'-1' D 25 25 26 28 714' D 24 24 26 27 6 IT-4' A V-6' B 25 25 27 28 8'-0" D 29 29 29 3t P-11' D 28 28 29 30 6 4'-9" A 4 r B 21 22 24 25r 7'-T E 25 25 26 28 T-w D 24 24 26 27 6.6 10-5• A V-2- a 25 25 26 28 8'•3' D 30 30 30 31 T-0' D 29 29 29 30 6.5 44" A 4-V H 21 22 24 25 713" E 25 25 .26 27 Ve D 26 25 25 27 7 9'-0• A 4'-10- 8 25 25 26 28 T 10• D 30 30 30 30 T3- 0 29 29 29 30 7 4'-1" A 4•-2• a 22 22 27 25 6'-11' E 25 25 26 27 W-V D 25 25 25 27 7.6 9.4. A 4'-8" B 26 26 26 27 7-6' E 30 30 30 30 6'-11" D 29 29 29 29 7.5 T-V A T-11' 9 22 22 23 24 V., E 26 26 26 27 6.1" E 25 25 25 26 8 V-6" A 4%5" B 26 26 26 27 T-3' E 30 30 30 30 6'-V D 30 30 30 30 a 3'-W A V-9' a 22 22 23 24 6'-7 E 26 26 26 27 V-10" E 25 25 25 26 85 V-0" A 4'8" B 26 26 26 27 V-11' E 31 31 31 31 6-5' D 30 30 30 30 8.5 31 V A 3'-7' B 1 22 ?2 23 24 V4r E 26. 26 28 26 51-W E 25 1 25 25 26 9 7'-W A 4'-0' B 26 26 26 27 6'-0' E .31 31 31 31 6'-Z" E 30 30 30 30 140 MPH EXPOSURE C 95 T-Y A V-10' B 26 26 26 26 CS E 31 31 31 31 6'-W E 30 30 30 30 - 30 3 W-w A 7'-0" B 22 25 28 30 101.9" D 25 29 31 32 913' C 24 28 30 32 10 V-9" A T-V B 26 26 26 26 6'-3" E 31 31 31 31 5-S' E 30 30 30 3D 3.5 S-2- A V 4" B 22 26 27 29 9'-lo" D 25 26 30 32 6'-11" D 26 28 29 31 11 6'-2" A T-5' C 26. 28 26 26 V-10' E 31 31 31. 31 5-5' E Ti 31 31 31 4 7'-1' A 51•9' B 22 25 27 20 W.I. 0 26 28 30 31 8'-3' D 25 27 29 31 140 MPH EXPOSURE B 4.5 64" A 5'-3' B 23 25 26 28 8'-5' 0 26 27 29 31 T-8' D 25 27 29 30 20 3 11'-10' A 84' A 20 25 27 28 12'-7' C 23 27 29 31 11'-3• B 23 27 28 30 5 51A" A V-1 Y B 23 24 26 28 T-10" E 27 27 29 30 7'-3' 0 26 26 28 30 LIVE 3.5 10'-2' A TT B 21 25 26 28 11'-6' D 24 27 29 30 10-5' C 23 26 28 29 5.6 V-2' A 4'-6" B 23 24 26 27 T•5" E 27 27 28 30 6'-10' D 26 26 20 29 LOAD 4 8'-11' A 6'-11, B 21 24 26 27 fo'-8' D 24 26 28 30 9'4' C 24 26. 28 29 6 4'-9" A 4.7 B 23 24 25 27 7'-0" E 27 27 28 30 V-V` D 27 27 28 29 ONLY 45 T-11" A 6-5' B 21 24 25 27 101-V D 25 26 28 29 91.0" 0 24 26 27 29 1 6,5 4'-4" A 4-0' B 23 23 29 27 V-8" E '25 28 28 29 6'-2' E 27 27 27 29 5 T-1' A 6'-0" a 22 23 25 26 V-4- D 25 26 27 29 6'�' D 24 25 27 25 7 4'-1•• A 3'S" B 23 23 29 26 6'-4' E 28 28 26 2t1 6'-10' E 27 27 27 29 55 G-5' A 5'-T B 22 23 25 26 8110, D 25 25 27 28 6-t' D 25 25 26 26 6 5'-11" A 5.3' a 22 23 24 26 8'-4" D 26 26 27 28 74' D 25 25 26 28 OVER- ! TABLE6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6,5 V-V A 4-11" a 22 23 24 25 V-w E 26 26 26 28 74" D 25 25 26 27 HANG PROJECTION OF SINGLE SPAN STUCTUREB(FT) 7 5'-1' A 4'-8" B 22 22 24 2S T•T E 26 26 26 28 7'4" D 26 26 26 27 (FT) V 7 V 9' 10, 11' 1Y IV 14' 15• IV 17, IV 19, 20' 21' 2T 7.5 4'-0' A 4'-5" B 22 22 24 25 T-3' E 26 26 26 21 V w D 26 26 26 27 0' 3' 3.5' 4' 4.5' 5' 5.6' 6' 6.5' T 7,5' 8' SO 9' 9.5' 10, 1", 11' 8 4'-5" A 4'-3" B 23 23 23 25 6-11' E 27 27 27 27 6'•5' D 26 26 26 27 1' &V .4' 4.V S 5.V S' 6.5' 7' 7,5' 8' 8.5 9' 9,S 19 10.& 11' 11.5' 8.5 4'-Y A 4-T B 23 23 23 24• 6'-0' E 27 27 27 27 6'-2- E 26 26 26 26 2' Na Na Na Na Na 6.5 T 7.61 6' Bb' 9' 9s 10, 10.5' 11' 11.5• IT 9 3'-11, A 3'-10• B 23 23 23 24 V-5" E 27 27 27 27 V-V E 26 26 26 26 V Ne Na Na nla n!a Na Ne n!a Na No 9.P 10, 10.5' 1P 11S' IT 12.5' 9.5 3'-9" 1 A T-8' C 23 23 23 24 -V-2- E 27 27 27 27 5'-9' E 27 27 27 27 4' 1 Na Na Na Na n!e Na Ne n!a Ne Na Na Na Na Na - Na 12.5' IT 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 3 11=10" A 7'-5" 9 22 27 28 30 11'-s D 25 29 31 33 10•-2' C 24 28 30 32 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for LIVE 3.5 10'-2• A 6'-0" B 22 26 28 29 1014' D 26 29 30 32 9'-4• C 25 28 30 31 for Attached Single Span Structures Freestanding Structures or Muldspan Attached Structures LOAD 4 F-111 A -6-1' B 23 - 26 27 29 91-V D 26 28 30 31 w4r D 26 28 29, 31 Post Description Max. POST Detail Post Description Maximum Max P T ONLY 4.5T-1 8 1" A 5-T B 23 25 27 20 '-10' D 27 28 29 31 8'-1' D 26 27 29 30 Hgt Code Footing -Height ode Pletall 0 5 71-1" A 5'-2" a 23 25 26 2e e'-P D 27 27 29 31 Ta' D 26 27 26 30 Tw)n 0.060'k1.5"xl5'Scroll 9' A Ac 0.041'k3'k3"Steel Clover d= 20" 9' B' 1 AH s.s 6'-V A 4'-10' a 23 24 26 26 7'-10" D 27 27 29 30 7'-2' D 27 27 28 30 0.042"xT`X8"Aluminum Post IV B N30 0.041'k3'k3"Steel Clover d= 21" B 11,AH 6 5'-11• A 41-6" 9 24 24 26 27 7-5" E 28 28 28 30 V-t0' D 27 27 26 29 0.024"x3'k3"Post with Side plat 11' B NIS.SK 31l6'k3"x3"Steel Square d= 29" 4' E 17 AG 6.5 V-5' A 4'3• B 24 24 26 27 ,Ta' E 28 29 28 30 61-V D 27 27 26 29 Clover 0.03V7 KTk3"Alum 11' C N11.AH 3116'k3"x3"Steel Square d= 32" 8' F 1417.AG 7 5'-11 A 41a• a 24 24 25 27 V-V E 25 26 2e 29 61-21 D 28 28 25 29 Clover 0.040"xT X3"Alum 11' b N11,AH 3116"x4'k4"Steel Square = 35" 14 F N17,AG 75 41-9" A Y-10" B 24 24 25 26 64' a 26 28 28 29 6'-11" E 28 28 28 29 Colonial 0.052"Extruded 17 E AE 31l&'x4'k4"Stee)Square 3 9 F N17,AG 8 4'-S A T-7' B 24 24 25 26 6'-1• E 29 29 29 29 51•6' E 28 28 26 28 0,041'k3'k3"Steel Clover 11' F N11,AN 3/16"x5'k5"Steel Square d- " 15 G N77 AG eS 4'-2' A 3'-S' B 24 24 24 26 5'-10" E 29 29 29 29 V-6' E 28 28 26 28 0,041'50',T'Staol Clover 8' G N11,AH 3/16"x6'k6"Steel Square d= 6" IV ! N17•AG 9 3'-11' A 3'a" C 24 24 24 26 V-7• E 29 29 29 29 5'3' E 28 28 28 28 3N6'k3"x3"Steel Square 15' H -NI7,AG 9.5 A 3'-1' C 24 24 24 26 5'-S" E 29 29 29 29 5'•1' E 29 29 29 29 31l V)cNk3"SteelSquare 12, 1 N17,AG ! G 10 3-6" A V-V C 24 24 24 25 5-2' E 29 29 29 29 4'-11- E 29 29 29 28 3116"X4'k4 Steel$gUafe 15' J N7T•AG GENFHALINSTRUCTTONS FOR THESE TABLES 311UxVx5"Steels uare 15 K N17.AG f' Q -PU 1.CHOOSE FREESTANDING ORATTACHED STRUCTURE ,FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN 1N B 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 6.1 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Produ �cjcJ�d 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6,4 2BD21 US Hwy 74 ty (f T N� U (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romoland,CA 92685 Q PtR N 8' 3 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(Ni-N35 or A-BM) 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E.. 68 �9 ! * �• ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivyllnk Place 6. DETERMINE TRIBUTARY WIDTH FROM TABLE 62 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg,VA 24603 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB B.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING earloutnamocomcast.nel * 61301201� S.CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9-10 FROM ABOVE POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MIsc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.1 9TFOF ALt OCT 02 2013 [CC ESR1398(2012 1BC)9/29/2013 Page 35 of 66 022 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH MnND AREA: 5,5"Extruded Fascia(Detail L) California Extruded Fascia(Detail G 0.041"x3W'Steel Cloverleaf(Detail VV) 5,5"Extruded Fascia(Detail L) California Extruded Fascia(Detail G) 0.D4111&5c3"Steel Cloverioal(Detail V4) TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.6 Attached Freestanding or AMU Chad Freestanding Or Attached Freestanding or Structure Mullis pan Units Structure Multispan UnRs Structure Muitispan Units Structure Multispan Units Structure Multispan Units Structure Multispan Units TRIS POST POST MAX MAX POST ENGTH MAX POST LENGTH GROUNDI NOW WIDITH SPA NO ST R O'T MAX MAX POST D POST MIN FOOTER a- I o'Ll�!GT POST MIN FOOTEa MAX eAh(1r 10- 1 Ir POST MIN FOOTER l8AXI to, 1 17 GROUND WIDTH SPA N REOU POST MlN OOT S'' I 10 LENGTH 2' POST MIN OOT ji. I i E 1 17 POST MIN OOTE e- I for 17 LOAD (FT) ON SLAB FOR SPACINGPOST 5lZE CONSTRAINED FOOT SPACINGPOST SIZE CONSTRAINED FOOT SPACING PORT 'SIZE CONSTRAINEDFODT LOAF) (FT) ON SLAB FOR SPACIN POST SITE CONSTRAINED FOOTER SPACIN POST SITE CONSTRAINED FOO PACING POST SIZE CONSTfWNEDFOOTFF (PSF) (FT) SLAB (FT) TYPE 'd' 'd" -d- -d" (FT) 1YPE 'd' -e •d. 'e (F•O TYPE "d" 'd' 'd' 'd' (PSF7 (FT) SLAB (FT) TYPE 'd" 'd' "d" 'd" (FT) TYPE -e -d' d" 'd' (FT) TYPE 'Cr "d' 'd' 'd' M) On) On) On) On) On) On) (In) On) on) On) On) On) On) M) M) On) tin) On) (in) On) On) On) On) 130 MPH EXPOSURES 140 MPH EXPOSURE B 10 3 22'-8- - A 11,6" A 22 22 23 24 114" A 21 21 21 23 9-10' A 21 21 23 24 25 3 114" A f.1- B 21 21 22 24 81•11" B 21 21 21 23 T•10" A 20 21 23 24 LIVE 3.5 19'-5' A IV-5' A 22 22 22 23 10'63" A 22 22 22 22 9'-0" A 21 21 23 24 3.5 91-V A W-W B 21 21 22 23 8'4" 8 21 21 21 22 T:1' B 20 21 22 24 LOAD 4 IT-0" A 9-7" 8 22 22 22 23 9'-5' B 22 22 22 22 8.3" A 21 21 22 24 4 8'•8- A r-w B 22 - 22 22 23 T-4' B 22 22 22 22 W'6' B 21 21 22 24 ONLY 43 1514' A 8'-16". B 23 23 23 23 6'S" B 23 23 23 23 TS' A 22 22 22 23 4.5 7'S' A 6'-11, 8 22 22 22 23 F-S" B 22 22' 22 22 W4.' B 2t 21 22 23 5 13-7' A 5'-0' 8 23 23 23 23 8'•1" 8 23 23 23 23 T-2- A 22 22 22 23 5 6'•9' A 6'S` B' 22 22 22 23 6'-3' B 22 22 22 22 5'•6' B 2t 21. 22 23 5.5 17.41 A 7'-9" B 23 23 23 23 7'-7' B 23 23 23 23 61•9" B 22 22 22 23 5.5 6'-2" A 6'-0' 8 22 22 22 22 5-10' B 22 22 22 22 5'-3" B 2t 21 21 23 6 114, A T-P B 23 23 23 23 7-2' B 23 23 23 23 6'•4- B 22 22 22 23 6 S'-8" A 5'67- 8 23 23 23 23 5'•6' B 22 22 22 22 W.O. 8 22 22 22 23 65 IW4' A 6'-11, 8 24 24 24 24 6'-9' B 23 23 23 23 V-w B 23 23 23 23 6.5 5.2' A V-3' C 23 23 23 23 5'-r B 23 23 23 23 4%a- B 22 22 22 22 7 9'-8", A V-7" B 24 24 24 24 5--5" 8 24 24 24 24 5-9" B 23 23 23 23 7 4'-10" A 5'-0' C 23 23 23 23 4'-10- C 23 23 23 23 V.6' B 22 22 22 22 7.6 9'-1" A 6'•3' B 24 24 24 24 W-1' B 24 24 24 24 W-W B 23 23 23 23 7.5 4-6' A 4'•9" C 23 23 23 23 _V-7'• C 23 23 23 23 4'•3" B 22 22 22 22 8 8'S" A 5-11" B 24 24 24 24 5.9' 8 24 24 24 24 5'J" 8 23 23 23 23 8 4'•3' A 4'-6' . C 23 23 23 23 44' C 23 23 23 23 4'•1" B 22 22 22 22 815 5-0' A 5'-8" 8 24 24 24 24 5'-6� B 24 24 24 24 5'A' 8 23 23 23 23 8,5 4'-0' A 44' C 23 23 23 23 4'•2" C 23 23 23 23 3'-11, 8 22 22 22 22 9 TS" A 5'-S" B 24 24 24 24• T 4" B 24 24 24 24 4'-10' B 23 23 23 23 9 7-9' A 4A" C 23 23 23 23 4'-0' C 23 23 23 23 31•9" 8 23 23 23 23 sS T-2- A 5'3' B 24 24 24 24 5'-1" B 24 24 24 24 4'-e' B 24 24 24 24 9.5 T-7- A V-11' C 23 23 23 23 3-10" C 23 23 23 23 3'-7' C 23 23 23 23 10 5.9' A W-W 8 25 25 25 25 4A 1' B 24 24 24 24 4'S' 8 24 24 24 24 14D MPH EXPOSURE C or 160 MPH EXPOSURE 8 11 6'-2" A 4'-W C 25 25 25 25 4'-V B 24 24 24 24 4-2" B 24 24 24 24 25 3 11'-4' A F-W B 23 23 24 26 8-1' 'D •23 23 23 24 7'-2' 8 22 23 24 26 12 51-V A 4-4o C 25 25 25 25 V-7 B 25 25 25 25 3'-I1' B 24 24 24 24 3.5 9'-0' A T-5" B 23 23 24 25 T-4'. B 23 23 23 24 6'-6' S 22 22 24 25 13 5'-Z' A 4'-1' C 25 25 25 25 3'•11' - C 26 25 25 25 V-9- 8 24 24 24 24 4 8'-0' A 6'-10, B_ 24 24 24 25 41-V 8 23 23 23 24 5-11' 8 23 23 24 25 130 MPH EXPOSURE C or t50 MPH EXPOSURES 4.5 TS" A 6'J" B 24 24 24 24 6-1' 8 24 24 24 24 S'-V B 23 23 23 25 10 3' 22-8' A 10'-1' B 23 23 24 25 9'41" 8 23 23 23 24 V-9" A 22 23 24 26 S. 6'-9' A V.9' C 24 24 24 24 5'-8' 8 24 24 24 24 5'-1" S 23 23 23 25 LIVE 3.5 IW-51 A 9-2" B 24 24 24 25 9'-0' B 24 24 24 24 T-11" A 23 23 24 25 5.5 6'-2' - A 5-5' C 24 24 24 24 51-W C 24 24 24 24 4'-9' B 23 23 23 24 LOAD 4 17-0" A 8-5" 8 24 24 24 25 V-3" B 24 ,24 24 24 T3" A 23 23 24 25 6 51-V A 5'-0" C 24 24 24 24 4'-11- C 24 24 24 24 4'-e" a 24 24 24 24 ONLY 45 15'-1' A 7'•9" 8 24 24 24 24 7'-7" B 24 24 24 24 6'-9' B 23 23 23 25 6,5 V-2- A 4'•9' C 25 25 25 25 4'-T C 24 24 24 24 4'-3' B 24 24 24 24 6 13'-7' A T-3' B 25 25 25 25 7'-1' B 24 24 24 24 6-W B 24 24 24 25 7 4'-10' A 41-V C 25 25 25 25 4'-4 C 24 24 24 24 4'-0' B 24 24 24 24 5.5 12'4' A 6-9" B 25 25 25 25 V-7" B 25 25 25 25 5'-11, B 24 24 24 24 7.5 4-6" A 41-3' 'C 25 25 25 25 4=1' C 25 25 25 25 3'•10' C 24 24 24 24 6 114' A V-4" a 25 25 25 2S 6'-7 B 25 25 25 25 5•T B 24 24 24 24 6 4'-W A 4'-0" D 25 25 25 25 T-11' C 25 .25 25 25 3'-8" C 24 24 24 24 6.6 10'S' A W-0' B 25 25 25 25 5-10' 8 25 25 25 25 S-3- B 24 24 24 24 8.5 4'-0' A 3'•10' D 25 25 - 25 25 3'-8' C 25 25 25 25. 3'-6' C 24 24 24 24 7 9'S- A 5'-8" 8 25 25 25 25 5.6' B 25 25 25 25 5'-0' B 24 24 24 24 9 3'•9- A T-V D 26 25 25 25 3'S' 0 25 25 25 25 34' C 24 24 24 24 7.6 9'-1" A V-5" B 26 26 26 26 5'-3" B 25 25 25 25 4'-9' B 25 25 25 - 25 9.5 3'-7" A 3'-0" D 25 25 25 25 34' D 25 25 25 25 3'•3" C 25 25 25 25 a 8'S" A •5'-1" B 26 26 26 26 V-0' B 25 25 25 25 4'-T" B 25 25 25 25 130 MPH EXPOSURES _ 8.5 8'-0- A 4'-11' C 26 26 26 26 4'•9" B 26 26 26 26 4'd' B 25 25 25 25 30 3 9.. A 8'-10, B 20 20 22 23 8'-8" B. 20 20 20 22 7'-7' A 19 20 22 23 9 7'S" A 4-6' C 26 26 26 26 4'S' 8 26 26 26 26 4'-2' 8 25 25 25 25 3.5 8'•2' A T-11• B 20 20 21 22 7'S' B 20 20 20 21 6'•11' D 19 20 22 23 9.5 T-2" A 4'-6' C 26 26 26 26 4'-0' 0 26 26 26 26 4'-1" a 25 25 25 25 4 T-1" A 7'-0' B 20 20 21 22 711, B 20 20 20 21 6'd" 8 19 20 2t 23 10 6'-9' A 44" O 26 25 26 26 4'-2' C 26 26 26 �25 3'•11• B 25 25 25 25 43 64' A 6'S" B 21 21 21 22 6'•6" B 20 211 20 21 5'-00' B 20 20 21 22 11 6'-2" A 4'-0' C 25 28 26 26 3'-10• C 26 26 26 26 3$' B 26 26 26 28 5 5-8' A 5-2- B 2i 21 21 22 6'-0' B 21 21 21 21 545' B 20 20 21 22 12 5'S' A 3'-9" ,C 26 26 26 26 3'-7' C 26 26 26 26 3'•5' B 26 26 26 26 5.5 V-2' A 5'-9" B 21 21 21 21 5'-T 8 21 21 21 21 5-1" B 20 20 21 22 13 5'-2" - A 3'-6" -C 27 27 27 27 34" C 26 26 26 26 3'•3- C 26 26 26 26 6 4'•9' A 6'-V B 21 21 21 21 5J" B 21 21 21 21 V-t0" B 20 20 20 22 140 MPH EXPOSURE B 6.6 4'-4' A 5-1• C 21 21 21 2t 4-11• a 21 21 21 21 4-7- 8 21 21 21 21 10, 3 22'-8' A 11'-0' A 22 22 23 25 10'-10' A 22 22 22 23 9'-5" A 21 22 24 25 7 41-4" A 4'-10" C 21 21 21 21 4-8" C 21 21 21 21 4'-4- B 21 21 21 21 LIVE 3.6 19'-5' A 9'41' B 23. 23 23 24 9'-9' B 23 23 23 23 6'-7' A 22 22 23 25 7.5 T-9" A W-T C 22 22 22 22 4'-S O 21 21 21 21 41•1' B 21 21 21 21 LOAD 4 1T-0' A 9'-2" B 23 23 23 24 5-0' 8 23 23 23 23 T-11' A 22 22 23 24 8 3'a" A 4'-4' �C 22 22 22 22 4'•2" O 21 21 21 21 3'-11" B 21 21 21 2t ONLY 4.5 ISA, A 8'-5' B 23 23 23 24 8'-3' 8 23 23 23 23 T4" A 22 22 23 24 6.5" T-4- A 4'•1' C 22 22 22 22 4'-0' C 22 22 22 22 3'-9' 8 21 21 '21 21 5 1S•7' A 7-10' B 24 24 24 24 7'-9' B 24 24 24 24 6'-1 a, B 23 23 23 24 9 T-2- A 3'•71" C 22 22 22 22 3'•iD" 22 22 22 22 3%r 8 2% 21 21 21 5.5 12'-1" A 7'-5- 8 24 24 24 24 T-3" 8 24 24 24 24 6'•5- B 23 23 23 23 130 MPH EXPOSURE 0 or 150 MPH EXPOSURE B 6 11'4" A 6'-11, 8 24 24 24 24 6'-V B 24 24 24 24 61-1" B 23 23 23 23 30 3 9'S" A 614" S 22 22 23 25 7%11'( 3 1 21 22 23 as 10'-5" A V-7" 8 24 24 24 24 6'S B 24 24 24 24 5'-9' B 23 23 23 23 3.6 6'-2' A T•3" 8 22 22 23 24, � 71•1' 8 22 22 23 L�b�jQ 7 9'-8' A 6'3- B 25 25 25 25 6'-1" B 24 24 24 24 51 v B _ 24 24 24 24 4 7'-1' A G-T B 22 22 22 24 6'-5" 22 22 23 75 9A" A 5'-11, a 25 25 25 25 5-9' B 25 25 25 25 53' B 24 24 24 24 45 614' A V-1" B 22 22 22 24 5-11' B 22 2P 23 Q•i` ''++ 6 8'S' A 51-V 8 - 25 25 25 25 5S' 8 25 25 25 25 5-0" 8 24 24 24 24 5 W-W A F-*r 8 23 23 23 23 V.5' 22 22 22 22 8.5 8'-0" A 5'-5' B 25 25 25 25 5'-3" B 25 25 25 25 4'-9' B 24 24 24 24 5.5 6'•2" A 5'3' .0 23 23 23 23 5'•1'f 23 23 23 23 9 7'W A Y-2" B 25 25 25 25 5'-0' 8 25 25 25 25 V-7- B 24 24 _ 24 24 6 4-9' A 4-11' C 23 23 23 23 4'-9' 23 23 23 r 9,5 7'-2' A 4'-11' C 25 25 25 25 4'•10' B 25' 25 25 25 41•5" B 24 24 24 24 6.5 4'4' A 41%r C 23 23 23 23 4'-V C 23 23 23 23 10. 619' A 4'-9' C 25 25 25 25 4'•T B 25 25 25 25 4'3' 8 24 24 24 24 7 4'-1- A 4'4' C 23 23 23 23 4'-2' 623 23 I 6"-2- A 4.5' C 26. 26 26 26 4'3' C 25 25 25 25 4-0" B 25 25 25 25 75 3"•9' A 4'-1" C 23 23 23 23 3'-11- N232 5'S' A 4'•1" C 26 26 28 Z5 4'-0' C 25 25 25 25 3'-9" B - 25 25 25 25 8 3'S' A 3'•t1" C 23 23 23 23 3'-9'13 5-2' A 3-1D- C 26 26 26 28 3-9' C 26 26 26 26 3'-6" B 25 25 25 25 8.5 3'-4' A 3'-6" C 24 24 24 2< 3'•9 3'-2". 'A T-W D 24 24 24 24 S 23 - 81 EUX s� 2017 OCT 02 2013 ICC ESR1398(2012130)9/29/2013 Page 36 of 66 C V11. �P JUN 02 2015 nr At 11:0 SOLID COVER 6.0'POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: 5.5eExtruded Fascia(Detail l.) California Extruded Fascia(Detail G1J'Clr 0.041"x3'k3"Sleet Cloverleaf(Detail W) 5.5"Extruded Fascia(Detail L) California Extruded Fascia(Detail G) 0.041"Itak3"Steel Cloverleaf(Detail W) TABLE 6.5 Attached Freestanding or Attached Freestanding o Attached Freestanding or TABLE 6.6 Attached Freestanding or Attached Freesland'Ing or Attached Freeslandng or Structure Multis n Units Structure Multis an Unit Structure Multispan Units Structure Muftis an Units Structure Mult(s an Units Structure Mullis an Units GROUND T1UB POST JPOST.GMAX MAX POST LENGTH tJAX MAX POST LEN MAX MAX POST LENGTH GROUNDTRIO POST POST MAX MAXPOSTLENGTH MAX MAX POST LENGTH MARMAX POST LENGTH SNOW WDTH SPACING REG'D POST MIN F'OOTER S' I Ia, I IX POST TER 6' I 10' I POST MIN FXK)TER 8' I Ia. I 17 SNOW WIDTH SPACIN REOD POST MIN DOTE tr I 10' I 1r POST MIN 007 8' I 10' I 12' POST MINHo.) 6' I 10' I 12'LOAD (FT) ONSLAS FOR PACIN POST SIZE CONSTRAINEDFOO SPACIN :id E CONSTRAINED ISPACING POST 312E CONSTRAINED FOO LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINEDFOOTER SPACIN POST SIZE CONSTRAINED FOOTE SPACIN POSTCONSTRAINED FGOTE (PSF) (FT) SLAB (FT) TYPE 'd• 'd 'd 'd (FT) • -d 'd' (FT) TYPE 'd "Cr 'd' 'd• (PSF) (FT) SLAB (FT) TYPE 'd' 'd 'd' -d' (FT) TYPE 'd' 'd •d 'd (FT) TYPE 'd 'd' "d' M) M1 On) M1 ) M) OnI M) Cm) On1 M) On) On) On) On) M) (in) On) On) On) (1n) On) M) 14D MPH EXPOSURE C of 160 MPH EXPOSURE B 140 MPH EXPOSURE B _ 10 3 22'-81 A 9'-9' B 24 24 25 26 8'-7" B 24 24 24 26 0-51 A 23 24 25 27 30 3 91-V A 8'-45' B 21 21 22 24 W-4- B 20 20 21 23 T-5' A 20 21 23 24 LIVE 3.5 19'-5' A 8'40' B 25 25 25 25 a'd' B 24 24 24 25 7'-e- A 23 23 25 26 3.5 8.2• A T.S. B 21 21 22 23 7'-V B 21 21 21 22 s•-e• B 20 21 22 24 LOAD 4 171-W A 6'-1• B 25 25 25 25 71-11' B 25 25 25 25 7'-0' B 24 24 24 26 4 T-1' A T-0• B 21 21 22 23 V-10' B 21 21 21 22 V-2' B 20 20 22 23 ONLY 4.6 1S'-1'• A 7=5" B 25 25 25 25 71.7 B 25 25 25 25 6'E' 8 24 24 24 26 4.5 6'-4• A V-5" B 21 21 21 23 6'4" B 21 21 21 22 V.6' B 21 21 22 23 5 13-7' A 6'-11' a 26 26 26 26 6'-9' B 25 25 25 25 W.I. B 24 24 24 25 5 61-6' A 6'-V B 22 22 22 22 51-10' B 22 22 22 22 ". B 21 21 2t 23 5.5 121-4' A 6'46• 8 26 26 26 26 64' B 26 26 26 26 61-8. B 25 25 25 25 5.5 5'4' A 5'-7' B 22 22 22 22 5'-5' B 22 22 22 22 4-11" B 21 21 21 23 6 1114' A 6161' B 26 26 26 26 5'--11' B 26 26 26 26 51-C B 25 25 25 25 6 4.9' A 51-3' C 22 22 22 22 V.I. B 22 22 22 22 4-6' B 21 21 2t 22 6.5 10'-5' A 5'-9" B 26 26 26 26 5'-7' B 26 26 26 26 5=t" B 25 25 25 25 6.5 4.4' A V-11' C 22 22 22 22 4'-9- C 22 22 22 22 4-5' B 21 21 21 22 7 91.8" A 51•5' C 26 26 26 26 5'-3' 8 25 26 26 28 4'-10, B 25 25 25 25 7 C.I. A 4'-8' C 22 22 22 22 4'.6' C 22 22 22 22 4'-2' B 22 22 22 22 7.5 9'-1' A Y.2" c 27 27 27 27 51-0' C 26 26 26 26 4'-7' B 26 26 26 28 7.6 T-V A 4'-S" C 22 22 22 22 4'•3' C 22 22 22 22 4A' a 22 22 22 22 8 W-W A 0-11" C 27 27 27 27 V_V C 26 26 26 26 4'-5' B 26 26 26 26 6 3'4i' A 4'•2' C 23 23 23 23 4'A' C 22 22 22 22 3:9• B 22 22 22 22 9.5 8'•0' A 4'V C 27 27 27 27 416" C 27 27 27 27 4.27 9 26 26 26 26 8.5 3.4• A 4'-0' 0 23 23 23 23 3'•10' 1 C 22 22 22 1 22 3'-7' c 22 22 22 22 9 71-W A 4'-6' C 27 27 27 27 4'4• C 27 27 27 27 4'-0• a 25 25 26 25 14O MPH EXPOSURE C or 160 MPH EXPOSURE 8 9.6 7'-2• A 4-3' c 27 27 27 27 4•.2" C 27 27 27 27 3'-11, E 26 25 26 26 30 3 9'-6 A 7A V B 22 22 24 25 7'-8' B 22 22 23 24 V_l V B 21 23 21 26 10 6'-9' A 4'-1' C 27 27 27 27 4'-W c 27 27 27 27 3'-9' C 26 26 26 26 3.5 8'•2' A T-0' B 23 23 23 25 6'-10" B 23 23 23 24 6-2' B 22 22 24 25 11 V-2- A T-10' O 21 27 27 27 T-8" C 27 27 27 27 3'-• C 26 26 26 26 4 T•1' A 61-V B 23 23 23 25 6'•3' B 23 23 23 24 50•7' B 22 22 24 25 140 MPH EXPOSURE B 4.5 S4" A 5'-10, B 23 23 23 24 51•9' a 23 23 23 23 5'-2' B 22 22 23 25 20 3 11'-10' A 91•5• 8 21 21 23 24 91-7 B 21 21 21 23 II.A. A 20 21 23 24 6 51-8" A 5'-5' C 24 24 24 24 51•31 B 23 23 23 23 4-10' B 23 23 23 24 LIVE 3.5 10'•2' A a'-6" B 22 22 22 24 S-4' B 22 22 22 23 7'4' B 21 21 23 24 5.5 5'-2' A 17-1" C 24 24 24 24 4'•11• C 24 24 24 24 4.6' B 23 23 23 24 LOAD 4 6'-11' A T•9' B 22 22 22 23 T•7' B 22 22 22 22 G-9' B 21 21 22 24 6 4.9• A Call C 24 24 24 24 4'-7' c 24 24 24 24 4'-3' B 23 23 23 24 ONLY 4.5 T-11' A T•2- B 22 22 22 23 T-D- B 22 22 22 22 6-3' B 21 21 22 23 6.5 44' A 4'W C 24 24 24 24 4'•4' C 24 24 24 24 4'-0' B 23 23 23 24 5 T-0' A 61-V a 22 22 22 23 6'-6' B 22 22 22 22 T-10' 8 22 22 22 23 7 4'-1" A 4'-Y C 24 24 24 24 4'•t' C 24 24 24 24 3'•10' C 23 23 23 24 5.5 61•5' A 6'4' B 23 23 23 23 6'4' B 22 22 22 22 51E' B 22 22 22 23 6 V-111 A 5'-10• C 23 23 23 23 51-81 B 23 23 23 23 51•21 B 22 22 22 23 OVER- TABLE 62 TRIBUTARY%IDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6.5 T.V A 5'-V C 23 23 23 23 5'd- C 23 23 23 23 4'-11• B 22 22 22 23 HANG PROJECTION OF SINGLE SPAN STUCTURES(F'p 7 S-T' A 51•2• -C- 23 23 23 23 5'-11' C 23 23 23 23 4•68' B 22 22 22 22 (FT) 6' T 8' 9' 10, IS' iz • 13, 14' 15' 16' jr 18• 19' 20' 21, 22' 7.6 4-9' A 4'-11' C 23 23 23 23 4'-9" C 23 23 23 23 41•5" B 22 22 22 22 0' 3' 3S 4' 4s S' S.5' 6' as T 7.5' 8' as 9' as 10' 1D.5' 11' 8 V-5' A 4'-6' 0 23 23 23 23 4'-7" C 23 23 23 23 4'-3' B 23 23 23 23 1' 3,5' 4' 4.T T 5.5' 6' 6.5' 7' 7S' 6' as 9' 9.6' IV 10.51 11' 11.5' 65 4'-2" A 4'-6' C 24 24 24 24 4'-4' c 23 23 23 23 4'-P a 23 23 23 23 2' Na Na Na We Na 6.6' 7' 7.5' 6' 8.6' 9' 9.5' IV 10.5' 11' 11.5' 12' 9 7.11" A 4'-3' C 24 24 24 24 0.2- C 23 23 23 23 3'•10' C 23 23 23 23 3' Na Na Na Na Na Na nra nra Fire We 8.5' 10' 10.5' t1' 11.5, IT 125' 9.5 1 3'•9" 1 A 4'-1' 1 D 1 24 1 24 24 24 4.0- C 23 23 23 23 3.9" C 23 23 23 23 4' Na Ne Ne Ne Ne Fite Na VIM Ne J118 Ne Na File rda We 12,5' 13' 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 3 11'-IW A 81-3' a 23 23 24 26 8A B 23 23 23 24 7'-2' B 22 23 24 29 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for LIVE 3.5 1V 2' A T•5" B 23 23 24 25 7'4" B 23 23 23 24 6r61 B 22 22 24 26 for Attached Single Span Structures Freestanding Structures or MulUspan Atta ed St ctures LOAD .4 8'-11• A 6'•10• B 24 24 24 25 6'-8" a 23 23 23 24 V-111 B 23 23 24 25 Post Description Max POST Detail Post Description Maxima Max DST ONLY 4.5 7'-11' A V.3' B 24 24 24 24 61.1. a 24 24 24 24 5.6' B 23 23 23 25 Hgt Code Footin Helgtlt Ode Detail# 5 T-l" A 51•9" B 24 24 24 24 51-V S 24 24 24 24 5.4. B 23 23 23 25 TWin 0.0691A1.5"x1.5"Scroll 9' A At 0.041"x3'k3"Steel Clover d= 20" 9' I IB N11.AH 6.5 6'.V A 51•5" C 24 24 24 24 S-7 a 24 24 24 24 4'-9• B 23 23 23 24 0.04Z'xWx8"Aluminum Post Ia B N30 0.04l'k3'1xW'Steel Clover d 21" 8' IB N11.AH 6 51•1 V A 51-V 0 24 24 24 24 4'-11' c 24 24 24 24 4'.6" 8 24 24 24 24 0.024'k3'k3"Post with Side plat 11, 8 NI6,SK 311&'A3"x3"Steel Square = 29" 14' IS N17,AG 65 51S' A 4-9• C 25 25 25 25 4'•7• C 24 24 24 24 4'-s' B 24 24 24 24 Clover 0.031Yk3x3"Alum '11' C Nit,AH 311614'50'Ste uare d= 32" 6' j F N17,AG 7 E-1' A 4'•6' c 25 25 25 25 4'i' C 24 24 24 24 4'•0• 8 24 24 24 24 Clover 0.040"x3'k3"Alum IllrDNtI,A)1 3Il&'x4'k4"S el uare d= 35" 14' F N77 AG7.6 4-9• A 4'3' G 25 25 25 25 4•-t' G 25 25 25 25 3'-10• B 24 24 24 24 Colonial 0.062"Extruded 12' AE 31l&'x4'k4" eelS re d= 38" 9' F N17,AGa 4-5" A 4-0• G 25 25 25 25 7'-11• C 25 25 25 25 3'd• c 24 24 24 24 0.041'X3'k3"Steel Clover 11' Nt1.AH 3116'KSlx5" (eel S u d= 41" 15' G N17.AGa's 4'-2' A 3'-10" C 25 25 25 25 38• 0 25 25 25 25 TV C 24 24 24 24 0.041'k3W"Steal Clover 8' NII,AH 3116'KVI/. " tealSque d= 46" IS 1 N77,AG 9 3'-11• A VV D 25 25 25 25 3'6' C 25 25 25 25 34' C 24 24 24 24 3116"X3"x3"Steel S uare 15' N17,AG 95 V-9' A 31. D 25 25 25 26 7'-4' C 25 25 25 25 T-3• C 25 25 25 25 3116rxV3 x3"Slee15 uare i2' N17.AG GENERAL INSTRUCTIONS FORTHESETABLE55 z5 z5 3a• c 2s zs 25 z5 3'-t• c 25 25 25 3116k5'k5Steel Square 15' N17.AG OQC� pU�� 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN 1N 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 6.5 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home acts 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 28921 US Hwy 741101, (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE 010 SPACING OR 9 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romoland,CA 92586 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(N1-N35 or A-BM) 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. k j ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivyiink Place 5.DETERMINE TRIBUTARY WIDTH FROMTABLE 62OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg,VA 245y(3� C 681 9 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cadputnam@ccmca3.net Cl S.CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE .6130/20 fiCA1:1F ? POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 7.USE THE APPROPRIATE FOOTER S12E SHOWN IN TABLE 6.5 Xr�9� c0� OCT 02 2013 cA�1 ICC ESR1398(2012 IBC)9/29/2013 Page 37 of 66 022015 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH NOND AREA; Classic Extruded Fascia(Deta3 H) Alaskan Extruded Fascia(Detail K) Double Steel Cloverleaf(Detail AA) Classic ded Fascia(Detail H} Alaskan Extruded Fascia(Detail K) Double Steel Cloverleaf(Detail AA) TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mullis an Units Structure Multispan Units Structure Multispan Units Structure Muflispan Units Structure Mullis an Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAXPOSTLENGTH MAX MAX POST LENGTH GROUND TRIG POST POST MAX MAXPOSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH 'SNOW WIDTH SPACING REDD POST MIN FOOTER S. I 10' I 12' POST MIN FOOTER 8' I 10' I 1Y POST MIN FOOTER 8' I 10' I 12' SNOW WIDTH SPACIN REDD POST MIN OOi 8' I IV I tr POST MIN OOTE g I 10' I 12' POST MIN 007E 8' I 10' I 12' LOAD (FY) ON SLAB FOR SPACIN POST SIZE CONSTRAINEDF00 SPACIN POST 512E CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOT LOAD (FT) ONSLAS FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SITE CONSTRAINED FOOTS SPACIN POST S12E CONSTRAINED FOOTFF (PSF) (FT) SLAB (FT) TYPE Nr 'd •d' 'd (FT) TYPE 'd 'd -d- 'd (FT) TYPE -d 'd' "Cr -d- (PSF) (FT) SLAB (FT) TYPE 'd" -d- •d- -d' (FT) wPE •d` 'd 'd 'd (FT) TYPE "d 'd -d- -d- on) On) (in) (n) (in) On) On) (In) On) Cn) On) rm) M) On) On) Od) On) (In) On) M) On) (n) On) rW 130 MPH EXPOSURE B 140 MPH EXPOSURE S 10 3 22'•8" A 15'-1' B 24 24 24 25 13'-1' B 23 23 23 24 12'-10' B 22 23 24 25 25 3 114' A 13'-4' O 24 24 24 26 111•1' B 22 22 -23 25 11.3• B 23 23 24 26 LIVE 3.5 19'S" A 14'4' B 24 24 24 25 12'•5• a 23 23 23 24 12'-2' B 23 23. 24 25 3.5 9'3' A 1T-8" D 25 25 25 26 IV-2• C 23 23 23 24 10'-9' C 23 23 24 26 LOAD 4 1T-0' A 13=9' C 25 25 25 25 15-7' B 24 24 24 24 11'-0' a 24 24 24 25 4 8'b" A 12-1' ➢ 25 25 25 25 94" C 23 23 23 24 10'd' D 24 24 24 25 ONLY 4.6 15'-1' A 13'-2' D 26 26 26 26 10'-10" B 24 24 24 24 1V-2' B 25 25 25 25 4.5 T-6" A 111•T E 26 26 26 26 8'-0' D 24 24 24 24 9:10- D 25 25 25 25 5 13'7' A 1Y-9' D 26 26 26 26 10'-2• B 25 25 25 25 10.70• C 25 25 25 25 5 W-91 A 11'-2' E 27 27 27 27 8'-2- D 24 74 24 24 9't' D 25 25 25 25 5.5 12'-4' A 11•-7' D 27 27 27 27 9'-T C 25 25 25 25 10'-0' D 26 26 26 26 5.5 6'-2" A 101•3' E 27 27 27 27 71-V D 24 24 24 24 9'-0• E 26 26 26 26 6 t14' A 11%a" D 27 27 27 27 9'--1' C 25 25 25 25 10'-2' D 26 26 26 26 6 F.B. A 9••11' E 27 27 27 27 7'•3" D 25 25 25 25 5-11' E 26 26 26 26 GA lo'-5• A 11-0' D 2B 28 28 28 W-8" C 25 25 25 25 9'•11' D 27 27 27 27 65 5'•2" A 9'-8` E 28 28 28 28 6'-10" D 25 25 25 25 8.9" E 27 27 27 27 7 91-8" A 10'-8" D 28 26 28 25 81-3" D 26 26 26 26 91-8" D 27 27 27 27 7 4-10' A 9'-6^ E 28 28 28 28 6'-7' D 25 25 25 25 V-6" E 27 27 27 27 7.5 9'-11 A 10'-5' E 28 28 26 28 T-11• 0 26 26 26 26 9'•5• D 27 27 27 27 7.5 4'-6' A 9'•2" E 29 29 29 24 61•Y D 25 25 25 25 T-3` E 28 28 28 28 a 8'-6• A 10'-3' E 29 29 29 29 71•7' 0 26 26 26 26 9'-0• D 28 20 28 28 8 N-3' A 9'-0' F 29 29 29 29 6'•0' D 25 25 25 25 6-0• E 28 28 28 28 8.6 8'4" A 10-0' E 29 29 29 29 74• D 26 25 26 26 9'-1' E 28 28 28 28 8.5 4'A' A 81•10" F 28 29 29 29 5'A' D 26 26 26 26 T-9' E 26 28 28 28 9 T-W A 9'-10" E 30 30 30 30 7'-1" D 26 26 26 25 6'-11" E 29 29 29 29 9 31•9• A 8'-8" F 30 30 30 30 51-V D 26 26 26 26 T-6• E 28 26 28 28 95 7'-2' A e'-0" E 30 30 30 30 6'-10' D 27 27 27 27 8'-9" E 29 29 29 29 B.5 31•7' A e:e- F 30 30 30 30 5'4" E 20 26 26 26 T•4" E 28 29 29 29 10 6'-9' A 9'•6" E 30 30 30 30 6'-T' D 27 27 27 27 8'-T' E 29 29 29 29 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 11 6'-2- A 9'62^ E 31 31 31 31 6'-2" D 27 21 27 27 8'-2" E 30 30 30 3D 25 3 11'4' A 17.8' D 26 26 26 25 10'-2" 0 25 25 25 26 101•9' D 25 25 26 28 12 5'•8' A 8'-1t' F 32 32 32 32 5'-10" D 27 27 27 27 71•10• E 30 30 30 30 3.5. 8'-e• A 1Y-0' D 27 27 27 28 9'-4' D 25 25 25 26 10'-3• D 26 26 26 28 13 V-2" A 81-8' F 32 32 32 32 5-0" D 26 28 28 28 T-6" E 31 31 31 31 4 8'-6' A 11'-8' E 28 _ 28 28 28 8'•T" D 25 25 25 26 9'-9' D 27 27 27 27 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 45 V-S' A 11'-7' E 29 29 29 29 T'-11" 0 26 26 26 26 .9'•5^ D 27 27 27 27 10 3 22'-8" A 14'-7" C 26 26 26 27 12'3' B 25 25 25 26 tY-0' B 25 25 26 27 5 6'-9" A t0'-8• E 30 30 30 30 TS" 0 26 26 26 26 91•1" E 28 28 28 28 LIVE 3.6 19-5" A 13'-5' D 27 27 2T 27 tt'•T B 25 25 25 26 1114' B 25 25 25 27 5.5 V-2" A 91•9' E 30 30 30 30 T'-W 0 26 26 26 26 81•91 E 29 29 29 29 LOAD 4 1T-0' A 12.9' 0 28 28 28 28 1&4" a 26 26 26 26 70'-t0• C 26 26 26 27 6 S-8• A 9'-5" E 30 30 30 30 6'•7" D 27 27 27 27 V-6" E 29 29 29 29 ONLY 45 15'-1• A 12•-4' D 28 28 28 26 9'-7' C 26 26 25 26 10'-5' D 27 27 27 27 6.5 5'-2' A 91•2" F 31 31 31 31 6J" D 27 27 27 27 W-31 E 30 30 30 30 5 13'•7' A 11%10" D 29 29 29 29 9'-0" C 27 27 27 27 10%1' D 28 28 28 28 7 4'•10" A 9'A' F 31 31 31 31 541" D 27 27 27 27 7A 1" E 30 30 30 30 5.5 12'-4" A IV-10' D 29 29 29 29 B'•6^ D 27 27 27 27 91•9" 0 28 28 28 28 7.5 V.6' A V-9" F 32 32 32 32 S-6" D 27 27 27 27 71-81 E 30 30 30 30 6 11'4" A 10'-0• E 30 30 30 30 8'-7" D 27 27 27 27 91-V D 29 29 29 29 6 4'-3• A 8'•7" F 32 32 32 32 V'v E 28 28 28 28 7=5• F 31 31 31 31 6S 101•5• A 10'3' E 30 30 30 30 7'-0' D 27 27 27 27 9'•3" D 28 29 29 29 8S 4.0' A 8'•5" F 33 33 33 33 SY E 28 28 28 28 T-2" F 31 31 31 31 7 91-V A IM-0' E 31 31 31 31 7.4' D 28 28 28 2B 914r E 30 30 30 30 9• 3'•9' A 11,41 F 33 33 33 33 5'-0• E 28 28 28 28 7'-0 F 31 31 31 31 7.5 9'•1" A 9'-9' E 31 31 31 31 T.O. D 28 26 28 28 B'-10" E 30 30 30 30 9.5 rY•7• A T-10' F 33 33 33 33 4-10• E 28 28 28 28 V-10' F 31 31 31 31 8 B'-6' A 9-7' E 32 32 32 32 G-0' D 28 25 28 28 8'-T E 31 31 31 31 130 MPH EXPOSURE B 85 8'-D' A 94' E 32 32 32 32 6'-V 0 28 28 26 28 8-5' E 31 31 31 31 30 3 9'-6' A 13-1- D 23 23 23 25 10'-9' B 21 21 22 23 11-1" C 21 22 23 25 9 T•G A 9'-2" E 32 32 32 32 6'•2" O 28 28 28 28 81•2" E 31 31 31 31 3.5 8'•2• A 1Y-5" D 23 23 23 24 9'-10' C 22 22 22 23 16'L• 0 22 22 23 25 95 7'-2' A 9'-0• F 33 33 33 33 5'-11' D 29 29 28 29 T•11' E 31 31 31 31 ♦ 7-7" A 11•4V D 24 24 24 24 01•1" C 22 22 22 23 10'-1' D 23 23 23 24 t0 6'-9" A 81•10' F 33 33 33 33 5'-V D 29 29 29 29 T•9' E 32 32 32 32 4.6 6.4- A 11••5- E 25 25 25 25 81-5" 0 22 22 22 23 F-8" 0 23 23 23 24 11 6'"2" A 8'-7' F 34 34 34 34 SS D 29 29 29 28 T•5' E 32 32 32 32 5 5•-B' A 11'-0' E 25 25 25 25 T-I V ➢ 23 23 23 23 11-1 O 24 24 24 24 12 5'-a" A W-3" F U 34 34 34 5'-7• D 29 29 29 29 V-1' F 33 33 33 33 5.5 5'-2" A IV-O" E 25 25 25 25 T•5" D 23 23 23 23 E 24 24 24 24 13 5-2" A 7'-10- F 35 35 35 35 4'-9' E 30 30 30 30 6-10' F 33 33 33 33 6 4'-9" A 9'-9" E .26 26 26 26 T-o" 0 23 23 23 ti-10- E 25 25 25 25 14DMPHEXPOSUREB 6.6 41-4• A 9-8" E 26 26 26 26 6'•8" 3 23 23 23 a-7" E 25 25 25 25 10 3 22'-0` A 14'-9' B 25 25 25 26 121•9' B 24 24 24 25 121•6• B 23 23 25 26 7 4'•1" A 9'-3" E 27 27 27 27 6' D 23 23 a-4" E 26 26 26 26 LIVE 35 t9'-5' A 14'-0' C 26 26 26 26 12'-1' B 24 24 24 25 111.11, B 24 24 25 26 7.5 3'-9" A 9'-1' F 27 27 27 27 •0• D 24 24 4 24 8'-0• E 26 26 26 25 LOAD 4 17'-0' A 131•V D 26 26 26 26 11'-2" a 25 25 25 25 114' B 25 25 25 28 B w-v A B'•10' F 27 27 27 27 5=9" D 24 24 24 24 T•9 E 26 26 26 26 ONLY 4.5 151•1' A 12'-10" D 27 27 27 27 101-V C 26 25 25 25 10'-11' C 26 26 26 26 6.6 3'•4" A S%W F 28 28 28 28 S-0" D 24 2 24 24 T ' E 27 27 27 27 5 IT-7' A 12'-5' D 28 2a 28 28 9'•9' C 26 26 26 26 10'$ D 26 26 26 26 9 T-2" A 8-6" F 28 28 28 28 9-4' D 24 4 24 24 4" E 27 27 27 27 5.5 1 X-4' A 171-4" 0 28 28 28 28 9.3• C 26 26 26 26 t0'3' D 27 27 27 27 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 6 114' A 11•-a" 0 28 28 28 28 a'-9" D 26 26 26 26 9'-01' D 21 27 27 27 30 3 9'b' A i7.6' D 25 25 25 27 91•11" C 23 23 24 25 6.5 10'•5" A t0'-8" E 29 29 29 29 84' D 26 26 26 26 9'-S" 0 28 25 26 28 3.5 8'•2" A 11110• D 26 26 26 26 't' D 24 24 24 2i/ 7 91-V A 10'-5' E 29 29 29 29 T-11• D 27 27 27 27 91-Y D 28 26 28 28 4 T•1• A 114' E 27 27 27 27 D 24 24 24 /25 7.5 9'-1• A 101•2' E 30 30 30 30 T 7• D 27 27 27 27 T-2' D 29 29 29 29 4S 6'4" A 10%11' E 27 27 27 27 D 24 24 24 24 8 64i' A 10'-0' E 30 30 30 30 T3" D 27 27 27 27 9-0" £ 29 29 29 29 5 5'3' A 10'•6' E 28 2B 28 28 T ^ D 25 25 8.5 8'•0" A 9'-9' E 30 70 30 30 T-0" D � 27 27 27 27 8'•10` E 29 29 29 29 5.5 5'•2" A 9'•7" E 26 28 28 28 6'•9 25 25 -2 N_. �y 2• 9 71" A 9-T E 31 31 SI 31 6'--9• D 27 27 27 27 8'-e' E 30 30 30 30 6 4'-9" A 94' E 28 28 28 28 6'-5" 25 25 25 m 0.6 T-2' A 9'-5' E 31 31 31 31 SIT D 28 28 28 28 8'll' E 30 30 30 30 6S 4'-4' A' 91•1" F 28 29 29 29 V-1' � 25 25 25 10 61•9' A 9'-3" E 32 32 32 32 6'-3' D 28 26 26 28 8'3' E 30 30 30 30 7 4A" A 8'-10• F 29 29 29 29 S-9' D 26 �7 11 6'-2' A 9'-0" F 32 32 32 32 5"•11' D 26 28 28 2a 7'-10' E 31 31 11 31 75 3-9" A W-8" F 30 30 30 30 5'-6" 26 12 5'-0" A E-9" F 33 33 33 33 6fi' 0 28 28 26 26 T-0" E 31 31 31 31 8 3-W A 8'S" F 30 30 30 30 5'3" / 6 13 5'-2- A 6'-6" F 33 33 33 33 5'3" D 29 29 29 29 T3' E 32 32 32 32 85 3'4" A 8'•2" F 31 31 3t 77 r•'-0" ' 9 31•2' A T-11' F 31 3t 31 31 4-1 26I 8139 CA1.1F� EXP. 2017 OCT 02 2013 ICC ESR1398(2012 IBC)9/29/2013. Page 38 of 66 �'� IV14 ��Q J N 02 2015 9Ti opr%h IFCQ' SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: Classic Extruded Fascia(Detail H) Alaskan Extruded Fascia(Detail K) Double Steel Cloverleaf(Detail AA) Classic Extruded Fascia(Detail H) Alaskan Extruded Fascia(Detail K) Double Steel Cloverleaf(Detail AA) TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.6 Attached Freestanding or Attached Freestanding oftAttached FreestandinjF00TS Structure Multispen Units Structure Multispan Units Structure Multis an Units Structure Multis an Units Structure Multis an Unitsructure Muttispan U GROUND TRIB P057 POST MAX MAXiOSTLi GTH MAX MA7(POSTL INGTH MAX MAXiOST LENGTH GROUND TRIB POST POST MAX MAX STLiG1H N1AX MAXPOSTLiGTH MAXiOSTL SNOW WIDTH SPACING RECT) POST MIN FOOTER V 10' 12' POST MIN FOOTER 6' ( 10' 12' POST MIN FOOTER 8' t0' 1I 12' SNOW WIDTH SPACIN READ POST MIN GOTE 8' 10' 1T POST MIN 00 6' rI 10' 12' OOTE 8' 10'LOAD (FT) ON SLAB FOR SPACIN POST SRE CONSTRAINED FOOT SPACIN POST SUE CONSTRAMNEDF00 SPACING POST SRE CONSTRAINEDFOO LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINEDFOOTFR SPACIN POST SIZE CONSTRAINEDFOO T SIZE CONSTRAINED(PSF) (F1) SLA6 (F7) TYPE 'd' 'd. 'd' 'd' (FT) TYPE 'd' 'd' 'd' 'd' .(FT) TYPE 'Cr 'd' •d- 'd" (PSF) IFT)- SLAB (F-q TYPE 'd' 'd" 'cr 'd' (FT) TYPE 'd' 'C 'd' -d' E -d' 'd• •d'fin) ) M) Cln) M) On) (nl (�) fN) M) On) On) M7 MI M) On) M) Ml On1 On) M) On) on) 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 140 MPH EXPOSURE B 10 3 =-a. A 13'-5' C 27 27 27 28 11-10' B 26 26 26 27 111•9" B 26 26 27 26 30 3 V-w A 1r-10' D 24 N 24 26 1e1•6• C 22 22 23 24 10'41- C 22 23 .24 26 LIVE 3.5 191-5' A 12'-9' D 28 28 26 2B IV-10". C 26 28 26 27 1T-2' C 27 27 27 28 3.5 ti'.2" A 1r-3' D 24 24 24 25 9'-7' C 23 23 23 24 104' D 23 23 24 25 LOAD 4 17'-0' A 12'•2' D 29 29 29 29 10'-0" C 27 27 27 27 W-0' D 27 27 27 26 ' 4 1•1- A 111-8' E 25 25 25 25 8-10' D 23 23 23 24 9'-11" D 24 24 24 25 ONLY 4.5 IF-11 A t1'-0' D 28 29 29 29 9'•3' D 27 27 27 27 IV-w D 28 28 28 28 4.6 61r A 11'-3" E 26 26 26 26 8'•2• 0 23 2S 23 23 91•6" 0 24 24 24 25 6 17-7" A 111-4' E 3D 30 30 30 8'A' D 26 28 28 28 0'-11' 0 29 29 29 29 5 S•B- A 10'-10, E 26 26 26 26 T-0' 0 24 24 24 24 V-2" E 26 25 25 25 6.5 124• A f0-7' E 30 30 3D 30 6'-2" D 28 28 28 28 9'-T D 28 29 29 29 5.5 V-2• A 9111' E 26 26 26 26 T-2" D 24 24 24 24 8-11' E. 26 26 26 26 6 114' A 104' - E 31 31 31 31 T-9' D 26 28 28 28 sw E 30 30 30 30 6 •49- A 9'•7" E 27 27 27 27 V-10" D 24 24 24 24 8'-6' E 26 26 :26 26 65 101S' A Iw-V` E 32 32 32 32 - 71-C 0 28 28 28 28 9'-1" E 30 30 30 30 6.5 V-4- A 914" E 27 27 27 27 V-r D 24 24 24 24 8-5- E 27 27 27 27 7 9'-0' A 91•9" E 32 32 32 32 T-e' D 29 29 29 29' S-10" E 31 31 31 31 7 V-t" A 9'-1- F 28 28 26 28 61•2" D 24 24 24 24 8'-Y E 27 27 27 27 7.5 9'-1' A 9'- E 33 33 33 33 6'•9' D 29 29 29 29 8-7' E 31 31 31 31 7.6 3'-9' A 8'-11" F 28 26 26 28 5'-1D" D 25 25 25 25 T•10" E 27 7' 27 27 27 8 8.W A V-4' E 33 33 33 33 V-5' D 29 29 29 29 V-V` E 32 32 32 32 a 31-V A 8'S' F 29 29 29 29 V-T D 25 25 25 25 T-7" E 27 27 27 27 8.5 8'•0" A 9'-2' F 33 33 33 33 V-2" D 29 29 29 29 8'-2' E 32 32 32 32 8.5 7-4" A 6'-6' F 29 29 29 29 V-4" E 25 25 1 25 25 7-4" E 26 1 28 28 28 9 T-6- A 9'-0• F 34 34 34 34 5-11' D 30 30 3D 30 71-1 i' E 33 33 33 33 140 MPH EXPOSURE C or 150 MPH EXPOSURE 8 95 T-2" A 0'-10' F 34 34 34 34 5-9" D 30 30 30 30 T•9" E 33 33 33 33 30 3 91-V A f7.4' D 26 26 26 28 91-W C 24 24 25 26 101•5' D 25 25 26 28 10 6-w A 8•-8' F 35 35 35 35 54i" D 30 30 30 30 7 6" E 33 33 33 33 3.5 8'-2" A 111-51 E 27 27 27 27 8'-10" 0 25 25 25 26 9'-11' D 26 26 26 27 11" 6'-2" A 8'-4" F 35 35 35 35 V-2" E 30 30 30 30 T-2' F 34 34 1 34 34 4 7'-l' A 17'4" E 28 26 28 28 8-1" D 25 25 25 25 9'-0' D 26 26 26 27 140 MPH EXPOSURE B 45 G-4" A 10'•9' E 29 29 29 29 T-6' D 25 25 25, 25 91•1' E 27 27 27 27 20 3 11%10' A IT-V D 24 24 24 26 1114" B 23 23 23 25 11'-61 a 23 23 25 26 5 F.B. A 10.4' E 29 29 29 29 T-0" 0 26 26 26. 26 V-10" E 28 28 28 28 LIVE 3.5 11Y-2- A 1r•10" D 25 25 25 26 t0'-51 C 23 23 23 24 117-11" C 24 24 24 26 5.5 V-2- A 9.5' E 29 29 29 29 6'-7' 0 26 26 26 26 6'-0" E 28 28 28 26 LOAD 4 8'-11' A 12'4' D 25 26 26 26 91$" C 24 24 24 24 10'-V O 24 24 24 25 6 4'-9• A V-2' F 30 30 30 30 6'•3' 0 26 26 26 26 V-3" E 29 29 29 29 ONLY 4.5 7111' A tt'-10- E 25 26 26 26 9'-0" D 24 24 24 24 101•0' D 25 25 25 25 6.5 4'-4" A 8'•11' F 7D 30 30 30 V-11' D 26 26 26 26 T-11- E 2B 29 29 29 5 7'•1" A Ills" E 27 27 27 27 8'-S" D 24 24 24 24 9'-0' D 25 25 25 25 7 4'-1" A 8'•9` F 3t 31 31 3t 5••7' E 27 27 27 27 7'-7" E 29 29 29 29 55 V-5" A 1(-5" E 27 21 27 27 T-11' D 25 25 25 25 V-5" D 26 26 26 26 - 6 -0"5'-11' A 10'-1' E 27 27 27 27 71 D 25 25 25 25 91•t" E 27 27 27 27 OVER- TABLE 62 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6S S•5' A 5'-10' E 28 28 26 28 T.I. 0 25 25 25 25 V-1I" E 27 27 27 27 HANG PROJECTION OF SINGLE SPAN STUCTURES(FT) 7 S T•1" A 9'- ' E 26 28 28 28 6'-9' D 25 25 25 25 81-8- E 27 27 27 27 (FT) 6' T a' 9' IV 11' 17 13, IV IV 15 17 Is, 78' 2V _21' 27 7.5 06.9' A 9'-0' E 29 29 29 29 S'-0' D 25 25 25 25 81-w E 28 28 28 28 0' 3' 3.51 4' 4.5' S' 55' V 6,5' 7' 7.5' B' &V 9' 9.5' IV 10.V 11' 8 4'-V A 8-2" i F 29 29 29 29 6'4' D 26 26 26 26 8',r E 26 28 28 28 1' 3b' 4' 4.5' S SN 6' 0' 7' a. 65 B' 9,5 IV 10.5' it' t1.5• 8.5 V-T A 9'4" F 30 30 30 30 5'•1 I" D 26 26 28 26 r-11' E 28 28 28 28 T nra File Na Na Na 6.5' 7' 7.5' 8' 8.51 111 9.V 10, 10.5, 11' 11.61 12, 9 3141" A V-10" F 30 30 30 30 5'-9" D 26 26 26 26 T.I. E 29 29 29 29 3' n1a nra Filln1a nra n1a n1a Ne nra Wit9.5' 10' 10.5' t1' 11.5• 12' 12.5' 9.51 3'•9' 1 A 8'4' F 1 30 1 30 30 30 V-W I E 26 26 1 26 1 26 1 7'-0" F 1 29 29 29 20 1 0 rdo n1a Ne Na Ne n1a nPo n1a n1a n1a - We nra nra da n1a 12.5' 13, 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 3 11•10' A 12'-a' D 26 26 26 28 10.2" C 26 25 25 26 10-9' D 25 25 26 28 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for LIVE 3.5 - 10'-2" A 1z-w. D 27 27 27 29 -1-4- C 25 25 2s 26 10'.3, 0 26 - 26 26 28 for Attached Single Sp an Structures Freestanding Structures or Mul6span Attached Structures LOAD 4 V-11" A ti'•6• E 28 28 28 28 8'•7" 0 25 25 25 26 9'-V D 27 27 27 27 Post Description Max P OST Detail Post Description, Maximum Max POST ONLY 4.5 T-t1' A 71'-t' E 29 29 29 29 T•11' D 26 26 26 26 9'-5' D 27 27 27 27 H t Footing Height Code Detail# 5 711' A IV-a' E 30 30 30 30 Ts D 26 26 26 26 s•-1" E 2e 26 28 2B Twin 0.060'kt5'k1.5"Scroll 9' Ac 0.041"xWW"Steel Clover - 20" 9' B N11 AH 55 V-6' A M-9' E 30 30 30 30 71-M D 26 26 26 26 6••B" E 29 29 29' 29 0.042"x3'k8"Aluminum Post 10' N30 0.D41"x&'AT'Steel Clover d 21" 8' B N11,AH 6 s-1t' A 9'-s E 3D 30 30 30 V-r D 27 27 27 27 0'-6" E 29 29 29 29 0.024"x3'k3"Post with Side tat IVNIS.BK 3/16"x3'k3"Steel S uare d= 29" 14' E N17,AG 6,5 T-5' A 9'•2- E 31 31 31 31 6'-3' D 27 27 27 27 e,-3' E 30 30 30 30 C'ilover 0.039'xX'K3"Alum 11' I 3/16"xWK3"Steel$ uare d= 32" 8 F N17,AT 5'-1' A V-0' F 3t 31 31 31 s•-11" D 27 27 27 2T 7-11' E 30 30 30 30 Clover 0.0491A3"x3"Alum 11' 3/16"xW1A4"Steel S uare d= 36' 14' F N17,AG 7.5 V-9• A 6-9" F 32 �32 32 32 5'-0' D 27 27 27 27 7'-8" E 30 30 30 30 Colonial D.062"Extruded 12' 3116"XV'(V'Steel S uare d= 36' 9' F N17,AG 8 4' ` A r-7- F 32 32 32 32 S w 0 28 28 28 28 T-0' E 31 31 31 31 0.041"xT AW Steel Clover 11' F 3f16"x5"x5"Steel S uar d= 41" 15' G N17 AG 8,5 4'-2" A 8'•5" F 33 33 33 33 5'-r' E 26 28 28 28 T-2" F 31 31 31 31 QD41I'xT'x"Steel Clover 8' G 3116`47x6"Steel S uar d= 46" 15' 1 Nil,AG 9 3'-1t" A 8'-t' F 33 33 33 33 V-w E 28. 28 26 28 T-0" - F 31 31 31 31 3115'x3"x3"Steel Square 15' H 95 V-9' A T-10- F 33 33 33 33 4'-10" E 28 28 28 28 V-10' F 31 31 31 31 3116"xWx3"Steel Square 12' 1 p 5SS1p f 10 3'-0 A "A" F 33 33 33 33 4'•7- E 28 28 28 28 V-8' F 32 32 32 32 3116"X4'k4"Steel Square 15' J GEN&3 NSTRUCTiONSFORTHESETABLES 3116'x5"x5"Steel Square le K 4 Q ptf 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 6.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 6.6 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amer)max Exterior Home Pr u S�pNAL 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE$A 28921 US Hwy 74 �tGCJ (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE OIC SPACING OR#OF USE THE APPROPRIATE DETAILS(FASTENERS A OR ATTACHING TO WALL FROM TABLE 7.6 OR TABLE 7.7 Romoland,CA 02665 VPR� �UTN USE 20PSF MIN) 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. _ * .. ADEQUATE CLEARSPAN FOR YOUR NEEDS, FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 lvylink Place C 6 139 6.DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cadputnam@comcas at XP"6/3 17 04� S.CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9-10 FROM ABOVE POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.6 . s�9T 10- ,� OCT 02 2013 ICC ESR1398(2012 IBC)9129/2013 Page 39 of 66 JUN 02 2015 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA; 411x3"I Beam(Detail Y) 7W1 I Beam(Detail Q) 16 Gauge x3"xs"Sleei C(Detail T) 4'7r3"I Beam(Detail Y) 7 Sc4"I Beam{Detail O) 16 Gauge x3''Xi6"Steel C(Detail T) TABLE 6.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Muhispan Units Structure Muftis an Units Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUNOI SNOW WIDIS POST I POST MAX TH SPACING R901) POST MIN FOOTER MAXw1 ILENGTH 7S POST MIN FOOTER MAX PO 6' 112 ENG 15' POST MIN FOOTER MAX PI l LENGTH SNOW WDTH SPACIN REO'D PROUND 7RID POST POST OST MIN 00T 81AX POST r N1 15' POST MIN 00 V MAX PO 12-ST LENGTHIr POST .MIN. DOTE MAX POSTLENGTH LOAD (FT) ONSLAB FOR SPACINGPOST SIZE CONSTRAINEDFOO SPACINGPOST a¢E CONSTRAINED FOOTE SPACING PDST SIZE CONSTRAINED FOOTEF LOAD (FT) ON SW FOR SPACINGPORT St2E CONSTRAINEDFOOTFR SPACINGPOST srLE CONSTIIRAINED IOD SPACINGPOST St2E CONSTRAINEDPOO (PSF) (FT) SLAB (FT) TYPE 'd' 'd' -Cr •d' (FT)_ TYPE 'd' 'd' -d' "d' (FT) TYPE 'd' -d" I 'd' "d" (PSF) (FT) SLAB (FT) TYPE 'd' 'd' 'd' 'd' 'd' -1 'd' (FT) TYPE 'd' -d- 'd' -d- on) On) On) On) (In) On) (in) On) On) On) On) On1 M) N+) On) On) On) I On) I On) (in) On) On) M) 130 MPH EXPOSURE 0 14D MPH EXPOSURE 8 ' 10 3 22'-8' A 131•0' B 22 24 27 16'-2' C 25 28 31 18'$' C 25 29 32 25 3 114' A 101-0' B 22 23 26 28 17'5' E' 26 29 32 34 14'-3' D 24 28 31 33 LIVE 35 I9-5' A W-11" B 23 23 26 17-5' D 26 28 31 16'•10• D 26 28 31 3.5 9'-8" A 8'-10" B 22 23 26 27 16'-0' E 27 28 32 34 12'-9' D 25 28 31 "33 LOAD 4 Ir-0' A 10-10' B 23 23 26 16'-Ir D 27 28 31 15'-5" D 26 28 31 4 81-6" A 7'-11" B 22 22 25 27 14'-r E 27 28 31 33 I1 1V D 25 27 30 32 ONLY 4.5, 15'-1' A 91•11' B 24 24 - 25 16'-4' D 28 26 30 14-2' D 25 27 30 4.5 7'-0• A r-r B 22 22 25 27 13'•4" E 27 27 30 32 101-Y D 26 26 29 31 5 1T-7' A Ir-r B 24 24 25 15-16" E 28 26 30 13.2• D 27 27 30 5 6'-V A 6'•7' 0 22 22 24 26 12'W E 28 28 30 32 9'J' D 25 25 29 31 6.5 12'4' A 5.6" B 24 24 24 Ir-5' E 29 29 30 1Y-a' D 27 27 29 5.5 6'-T A 6.4. B 23 23 24 26 11'•5' E 28 28 29 31 8'-5" D 25 25 26 30 6 11'-4' A T'-1 V B .24 24 24 WV E 29 29 30 11'S' D 27 27 29 6 T.S. A- 51-8' C 23 23 24 26 to,8" £ 28 26 29 31 7'-r D - 25 25 28 30 6.6 10'S" A -�r4* B 24 24 24 134" E 30 30 30 101-6' D 27 27 28 6.5 5-2' A SW C 23 23 23 25 IT-W E 28 20 29 30 7'-1• 0 25 25 27 29 ' 7 9'-e- A r o. B 24 24 24 W-11' E 30 30 30 91-9" 0 27 27 26 7 4'40' A 4=11' C 23 23 23 25 W-5' E 28 28 28 30 6'-r D 25 25 27 29. 7.5 9'-1' A 6'•7' B 24 24 24 121•3" E 30 30 30 9'-2' D 27 27 28 7.5 4'fi" A 4'-8• C 23 23 23 25 6-111 E '28 20 20 30 6'-2' D 25 25 26 20 8 8'-6' A 6'-3' B 24 24 24 11'-8' E 30 3D 30 8-r D 27 27 27 8 4--3' A 4'-5• C 23 23 23 25 V-5' E 28 28 26 29 V-9' D 25 25 26 28 BA 6'-0" A 5'-11• B 25 25 25 11'-1" E 30 30 30 W.I. D 27 27 21 8.5 W.O. A 4'-2' C 23 23 23 24 W.W E 29 29 29 29 5'-5" D 25 25 26 28 9 7-6" A 51-V B 25 25 25 10'-7" E 30 30 30 7'-8" D 27 27 27 9 3'-9' A 3'-11" C 23 23 23 24 T-8' E 29 29 29 29 5'-2' D 25 25 26 27 9.6 r-Y A s4• C 25 25 25 iC-2• E 30 30 36 71-3' D 27 27 27 9.5 3'-7• A T-9" C 23 23 23 24 7'a' E 29 29 29 29 4'-lV D 25 25 25 27 10 6'-9' A V-2' C 25 25 25 9'-Y E 31 31 31 61•10' D 27 27 27 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 11 6'-2' A 4-9' C 25 25 ,25 9'-0" E 31 31 31 61-Y D 27 27 27 25 3 114' A 8=9' B 23 25 28 30 15'-11• E 26 31 34 36 12'-8" D 26 30 33 36 12 5'-8' A 4W C 25 25 25 0'•5' E 31 31 31 5'-9' D 27 27 27 3.5 91-r A r-9' B 24 24 27 29 14'-3" E 29. 30 33 36 11'-0" D 27 29 32 35 13 Y-r A 4'•1• C 25 25 25 r-10' E 31 31 31 54' D 27 27 2T 4 OW A 6'-11" B 24 24 27 29 12'-10' E 29 29 33 35 9'-9' D 27 28, 32 34 130 MPH EXPOSURE C .or 150 MPH EXPOSURE 8 4.5 r-0' A 614" 8 24 24 26 28 W-S' E 29 29 32 34 0'•e" D 27 28 31 33 10 3 22'-8' A 11'-5' B 24 25 28 161-61 D 27 30 33 18'-2' 0 27 30 34 5 6=9' A 5'-9• C 24 24' 26 28 10'-10' E 30 30 32 34 T-10" D 27 27 30 32 LIVE 3.5 19'-5' A 10.2•. B 24 24 28 15-41" D 28 30 - 33 14'-G' D 28 30 3J 5.5 S-2' A 5'd" C 24 24 26 28 10'-0" E 30 30 31 33 7'•f' D 27 27 30 32 LOAD 4 17'-0' A 9'-21 B 25 25 27 154• D 29 29 33 13'-27 a 28 29 32 6 5'-8' A 4'-11' C 24 24 25 27 91-V E 30 30 31 33 6W D 27 27 29 31 ONLY 4.5 15'-1' A 84" B 25 25 27 14'-10' E 30 30 33 12'-1' D 28 29 32 6.5 5'-2- A 4'-7• C 24 24 25 27 W-9' E 30 30 30 32 6'-0' D 27 27 29 31 5 13'-7' A rw B 25 25 26 W-11 E 31 31 32 11'-0' D 28 28 31 7 4'-10' A 4-3" C 24 24 25 27 8'-3' E 30 30 30 32 T.7" 0 27 27 28 30 5.5 12'-4' A r-1' B 25 26 26 1T-l" E 31 31 32 10'-01 D 28 28 31 7.6 4.6' _ A V-r C 24 24 25 27 7'-9' E 30 30 30 32 5'3' D 27 27 28 30 6 11.4' A 6'-7' B 25 25 25 12'-3' E 31 31 31 9'-2' D 28 28 3D 8 4'•3" A 3'-9' C 24 24 24 26 714' E 30 30 30 31 4-11' 0 27 27 28 30 65 10'-51 A 6'-2' B 26 26 26 11'-6' E 31 31 31 BI-6" D 28 28 30 5.5 4=0' A 3-r C 25. 25 25 26 6'-11' F - 31 31 31 31 4=7' 0 27 27 27 29 7 9'$" A V-10' B .26 26 26 10'-11" E 32 32 32 7'-11• D 28 28 29 9 3'-9' A 3'•5• C 25 25 25 26 6'-7- F 31 31 31 31 0-4 D 27 27 27 29 7.6 9'-1" A S'-W B 26 26 26 1014' E 32 32 32 7'4" D 28 26 29 9.5 3'-r A 3'-3' C 25 25 25 ' 26 6'4- F 31 31 31 31 4'-2• D 27 27 27 29 0 8-W A S•r C 26 26 25 91•9' E 32 32 32 6'-11' D 28 28 28 130 MPH EXPOSURE B 8.5 8'-0' A 4'41• C 26 26 26 9'4' E 32 32 32 6.8' D 28 28 28 30 3 9'6':. A 9'-7' B 20 22 25 27 _1r-7 E 25 26 31 33 131-9" D 23 27 30 32 9 r4± A 4'-B' C 26 26 26 8'-11• E 32 32 32 6'-2- D 28 28 28 3A 8'-2' A 8-6' a 21 22 24 26 15'l' E 25 27 30 32 12'4P D 23 26 29 31 9.5 rr A 4'-5' C 25 26 26 8'4* E 32 32 32 5'-10' D 28 28 28 4 T-1• A T-W B 21 21 24 26 W-l' E 25 26 29 3t W-111 D 23 26 29 30 10 6'-9' A 4'•3" C 26 20 26 8'-2' E 32 32 32 SKS' D 28 28 26 4S 64" A 6'-11" a 21 21 24 25' 12-10' E 26 26 29 31 91•9" D 23 25 20 30 11 6-r A 3'-10' C 26 26 26 r-r E 32 32 32 61-V D 28 26 28 5 51-8' A 6'•4' 8 21 21 23 25 11'-10' E 26 26 28 30 8'-9' D 23 24 27 28 12 51-V A 3'-r C 26 26 26 6'-11" E 33 33 33 4'-7" D 28 20 28 " 5'-r A 5'-00` B 21 21 23 25 11%0' E 26 26 20 30 8'-W D 23 24 27 29 13 5'-r A' 3'4- C 26 26 26 V4r E 33 33 33 - 4'-3" D - 28 28 28 6 4'•9• A 6-5' C - 21 21 23 24 10'•3" E 26 26 28 29 7'-4' 0 23 23 28 28 140 MPH EXPOSURE a 6.5 4'4- A 5'•1' C 21 21 22 24 9'-0' E 26 26 27 29 6'-9' D 23 -23 26 28 10 3 =-a. A 1Y•a" B 23 24 27 tr-5" D 26 29 32 17'7' D 26 30 33 7 C.I. A 4'•9' C 21 21 22 24 9-1' E 26 26 27 29 6'4' D 23 23 26 27 LIVE 35 IV-5" A litr B 24 24 27 16'-9' 0 27 29 32 15'-10" 0 27 29 32 7.6 31•9' A 4'L' C 21 21 22 24 8'-r E 27 27 27 28 5'-11' D 23 23 25 27 LOAD 4 1T-0` A - 10-1' B 24 24 26 16'-r D 28 28 32 14'6' D 27 28 32 8 3-8' A.. 4'3" C 21 21 22. 24 8-1" E 27 27 27 28 5'•6" 0 23 23 25 27 ONLY 4,5 15'-1' A 91-r B 24 24 26 16'-F E 29 29 31 r3'-3' 0 27 26 31 6S 3'4' A /'A" C 22 22 22 23 r-r E 27 27 27 28 V-2" D 23 23 25 25 5 13'-7• A 6-W B 24 24 25 1T3- E 30 30 31 174' D 28 28 30 9 Y-2- A 3-9• C 22 22 22 23 74' 27 27 27 28 *41' D 23 23 24 25 55 12'4' A T-10' 8 25 25 25 14''6' E 30 30 31 11'-4' 0 26 28 30 130 MPH EXPOSURE C or ISO MPH EXPOSURE B 8 114' A 7.4- B 25 25 25 ISt' E 30 30 30 10'-V D.. 28 28 29 30 3 9'-6" A 8'$' B 22 24 27 29 .1S'-e' E>i 27 30 33 35 615 f0'-5' A 61•10' B 25 25 25 12'-r E 30 30 30 9'-7' D 28 28 29 3.5 r-2` A 7'-8" B 22 23 26 28 141`f' E 27 29 32 34 C 7 91-e" A 6'-5' B 25 25 25 12-0' E 31 31 31 6'•11' D 28 28 28 4 r•1" A 8'-10" B 22 27 26- 28 12-'B' E 128 28 31 33 �Qs�SSIO zl 75 9'-1" A 6'-11 B 25 25 25 11'-V E 31 31 31 84" D 28 28 28 4.6 6'-4' A 6'-r B 23 23 25 27 11' E t 28 28 31 JS Q:,`,.y r, - •� 8 8'fi' A 51-V 0 25 25 25 10,10" E 31 31 31 7'-10' D 28 28 28 5 51-V A 5'-8' C 23 23 25 27 1 E 28 28 30 32 9.5 01-0' A 5-5" B 25 25 25 10'4' E 31 3t 31 714• D 28 28 28 5.5 5'-r A ''11' C 23 23 25 25 •It' E B 28 30 32 9 7-6" A V-2" C 25 25 25 9'-10' E 31 31 31 T-0• 0 28 28 28 6 4'-9" A 4'-10' C 23 23 24 26'I E 6 28 29 31 ,U 9.5 r-2- A 4'•11' C 25 25 25 9'-5' E 31 31 Jl 6-r D 28 28 28 6.5 44' A 4'6' C 23 23 24 f 29 29 31 10 6'-9- A' 4'-9' C 25 25 25 9'•0" E 31 31 31 6--3- D 28 28 28 7 4'-1` A 1'•3" C 23 23 24 _29 29 31 J I1 6'-2" A 414" C 25 25 25 . 84' E 32 32 32- 6'-8" D 28 28 28 7.5 3'•9" A 4'-0' C 23 23 24 2 _9 29 '30 12 51-V A 4'-0" C 25 25 25 7'-9• E 32 32 32 S3' D 28 28 28 8 7'-6' A 3'-9' C 23 23 23 25 A �Tf 1 9• 30 * { 13 6'-2' A 3-9' C 26 26 26 T3' E 32 32 u 1'-70' D 28 28 - 2B 8.5 3'-4' A 3'b' C 23 23 23 A q� FV �Q'`-"2 30 f A 34'' C 23 23 23 25� CFI 29 29 �(C6 39 cAiatio. * 613 OCT 02 2013 ICC ESR1398(2012 IBC)9/29/2013 Page 40 of 66 Sjq� CIVIl-\ JUN Q2 2015 Fr-At 1F4 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: 4'k3"I Beam(Detail Y) 7"x4"I Beam(Detail Q) 16 Gauge x3"x8"Steel C(Detail T) 4k3"I Beam(Detail Y) 7'k4"I Beam(Detail Q) 16 Gauge x3'k8"Steel C(Detail T) TABLE 6.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.7 Attached Freestanding or Attached Freestanding-Cr Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Muftis an Units Structure Multls an Units Structure Multispan Units Structure Multispan Units GROUND TRIO POST POST MAX MAX PD.tt LENGTH MAX MAIL POST LENGTH MAX MAX POST LENGTH GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAx POST LENGTH MAX MAXPOST LENGTH SNOW WIDTH SPACING REDID POST MIN FOOTER 6' I 17 I 15 POST MIN FOOTER 6' 17 ! 15 POST MIN FOOTER 5 I 17 I 15 SNOW VNDTH BPACIN REO'D POST Mr, 00T 8' 17 I t5' POST MIN T 6' I 17 I f5' POST MIN OoJECONSTRAINED 8' I 17 I 15 LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOO SPACIN POST SIZE CONSTRAINED FOO SPACING POST SIZE CONSTRAINED FOOT LOAD (FT) ONSLAt FOR SPAC94 POST 62E CONSTRAINEDFOOTER SPACIN POST I. CONSTRAINED FOOTS SPACW POST SI FOOTFJ(PSF) (FT) SLAB (FT) TYPE '(r 'd' 'd' 'd' IFT) TYPE 'd' 'd' -d- W (FT) TYPE 'd' 'd' 'd' 'd' (PSF) (FT) SLAB (Fit) TYPE 'd, -d- - •d' W (FT) TYPE 'd' W 'd' 'd" (FT) TYPE 'd 'd• 'd' 'crM) On) 0n1 C0r) On) M) fnl fin) (In) Bd) Bnl fn) M) M) M) pn) Bn) fm). MJ On) O (in) (In) 8n1 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 140 MPH EXPOSURE B t0 3 224' A 10'-7" B 25 26 29 c5iZI IV-11' D 28 31 34 15'-1' D 26 31 35 30 3 91-V A w-r a 21 23 26 28 16-7' E 26 28 32 34 13'-2' D 24 28 31 33 LIVE 3.5 19'-5' A 9-5" B 25 25 28 iv-3' D 30 30 34 13'•7' D 28 30 34 3.5 V-r A V-I" B 21 22 25 27 14'-10' E 26 28 31 33 11'-9" D 24 27 3D. 32 LOAD 4 1}-0' A W-61 B 25 25 26 ,14'-9" E 30 30 34 124" 0 29 3D 33 '4 T-t" A TJ' B 21 22 25 27 IT-5" E 26 27 30 32 104' D 24 26 29 31 ONLY C5 15-t' A T•9' B 26 26 27 14'W E 31 31 33 11'-t' D 29 29 32 4S 6'-4' A 5•T B 22 22 24 26 1Y-3` E 27 27 30 32 9'•2' D 24 26 '29 31 5 13'-7' A T-1' 8 26 26 27 f3'-2' E 32 32 33 10'-0' D 29 29 32 5 S-0" A 6'-0" B 22 22 24 26 11.4' E 27 27 29 31 V-37 D 24 "25 28 30 SS 124' A 6'-T B 26 26 26 17-Y E 32 32 32 9'-l" D 28 2n 31 5.5 V-2- A 5'-7• 8 22 22 24 25 10'.6' E 27 27 29 31 T-6' D 24 25 26 29 6 W-4' A 6'•1" B 26 26 25 11'-V E - 32 32 32 814' D 29 29 31 8 4'•9- A 5'-2' C 22 22 23 25 9'-9" E 27 27 28 3D 6'-11' D 24 24 27 29 65 1C-5' A SW B 26 26 26 lV-9" E 32 32 32 T-9" D 29 29 30 6.5 4'4' A 4'49' C 22 22 23 26 V-2" E 27 27 28 30 V.S. D 24 24 27 29 7 W.S. A 54" C 26 26 28 10'-1 E 32 32 32 7'-r- D 29 29 30 7 44- A 4--+- C 22 22 23 25 8'-7" E 27 27 26 30 51Y D 24 24 26 28 7.5 W-1 A 5'0' C 26 26 26 9'-T E 33 33 33 .6-7 D 29 29 29 7.5 31 a" A 4 W C 22 22 23 25 V-2' E 27 27 27 29 W.G. D 24 24 26 28 a a'-e' A 4'•9' C 26 26 26 9'-1' E 33 33 33 54" D 29 29 29 a 3'1r' A 4'-0' C 22 22 22 24 T-w E 28 28 28 29 9-2' D 24 24 26 27 ab V-V _ A 4'-6' C 26 26 26 V-7- E 33 33 33 5.11' D 29 29 29 d5 3'4" A 3t9' C 22 22 22 24 714' E 25 28 28 29 4"l I' D 24 24 25 27 9 T-6" A 4'-3' C 27 27 27 V-3- E 33 33 33 5-T D 29 29 29 l40 MPH EXPOSURE C or 160 MPH EXPOSURE B 95 7'-2' A 4'-1" C 27 27 27 'T-10' E 33 33 33 5'-4' O 29 29 29 3G 3 9•-6' A V-2- B 23 24 27 29 14'-10' E 25 30 34 36 11'•t0" O 26 29 33 35 10 6'-9" A 3'-11, C 27 27 27 7'-V E 33 33 33 5'A" D 29 29 29 3.5 V-2" A T•2- B 23 24 27 29 IT-3- E 26 29 33 35 10'-2" D 26 28 32 34 tit V-2" A 3'•T C 27 27 27 61•1V E 33 33 33 4'-T D 29 29 29 4 T-1' A 6165" B 23 23 26 28 17-0" E 28 29 32 34 8'-11" D 26 28 31 33 140 MPH EXPOSURE B - - 4.5 64" A V-10' a 23 23 26 28 IV-ill E 29 29 32 34 71•11, D 26 27 30 32 20 3 11'-10' A 10'•1' B 22 23 26 28 17'-9' E 26 29 32 34 W-5' D 25 28 32 34 5 51-8" A S4- C 23 23 26 28 IV-0" E 29 29 31 33 T•21 D 26 26 30 32 LIVE 36 1V-2' A 8'-11' 8 22 23 26 28 16-3' E 27 28 32 34 IT-11" D 25 28 31 33 5S 5'-2' A 4"1" C 24 24 25 27 81•3' E 29 29 31 33 6'-6' D 26 26 29 31 LOAD 4 81•11, A 8'•1" a 22 22 25 27 W-11" E 27 26 31 33 11'S' D 25 27 30 32 6 4'-V A 4W C 24 24 25 27 8'S" E 29 29 30 32 5-11' D 26 26 29 33 ONLY 4.5 T-t 1' A T4" B 22 22 25 27 IT-V E 27 27 30 32 10'-5' D 25 26 29 31 6.5 44' A 4'•Y C 24 24 25 27 11 8'-i' E 29 29 30 32 5-6 D 2b 26 28 30 5 7'-1" A e-91 B 23 23 24 26 12'S' E 28 28 30 32 9'4' 0 25 26 29 31 7 4-1" A 3'-11' C 24 24 24 26 7'-T E 29 29 29 31 5.1 D 26 26 28 30 SS 5.5' A V-2" B 23 23 24 26 11'-7" E 28 28 29 3t V-6' D 25 25 28 30 5 5'-11' A V.S. B 23 23 24 26 10'-10" E 28 28 29 31 7-110' D 25 25 28 30 OVER- TABLE62 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6.5 5'-5" A 514' C 23 23 24 25 10'-r E 28 28 29 30 T-r D 25 25 27 29 HANG PROJECTION OF SINGLE SPAN SYUCTURES(FTI 7 5'-1" A V-0" C 23 23 23 25 9'-7- E 28 28 26 30 V-9' D 25 25 27 29 (FT) 6' T 8' 9' IV 11' 17 IV 14' IF 15 iT IV to, 2V 21' 27 75 4'-9' A 4'-r C 23 23 23 25 94 E 28 28 28 30 5.3. D 25 25 27 28 0' T as 4' 4,5 5 5.5' V B.5' T 7.5' a' as T 9.5' IV 10.5' 11' a 4'•5" A 4'S', C 23 23 23 25 51•T E 29 29 29 29 511' D 25 25 26 28 1' 3.5' 4' 4,5 5' 5.5 5 6,5' T 7.5 e' 8S' F 9.6 In, 10S' 11' t1.5' 8.5 4'-2- A 4'.r C 23 23 23 25 8'-21 £ 29 29 29 29 V-6. D 25 25 26 28 2' Na Ne Na RIP Na 6.5' 7' 7.5' B' as 8' 9,5 10, 10.5' 11' 11.5' 12' 9 T-11' A 0-0 C 23 23 23 24 '71•9' E 29 29 29 29 51-r 0 25 25 26 28 3' rJa On Iva do Ne nr0 nra nta nla n/a 9,5' IV 10,5' 1t' Its t7 12S 9.5 T-9' A Y-10- C 23 23 23 24 7'•5' E 29 29 29 29 4'dV D 26 25 25 27 4' Na OR da Ida Ne nla We nrn de We Na Na n1a "in rda 12S' 13, 14D MPH EXPOSURE C or 160 MPH EXPOSURE B 20 3 11-10' A V-10' 8 23 25 28 30 15'-I1' -E 28 - 31 34 36 12'•9' D z6 30 33 36 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements far LIVE 3.5 1V-2• A TAW a 24 24 27 29 144' E 29 30 33 36 111-r D 27 29 33 35 for Attached Single Sp an Structures Freestanding Structures or Multispan A ed Structures LOAD 4 8-11' A 7-0' B 24 24 27 29 131-W E 29 29 33. 35 V-11' D 27 28 32 34 Post Description Max POST Detail Post Description Maximum ilex POST ONLY 4S T-11' A 64' B 24 24 26 28 11'-10" E 30 30 32 34 V-to, D 27 28 31 33 1 Hgt Code Footing Fight Code Detail# 5 T-I" A 5110" a 24 24 26 28 t0-11' E 30 30 32 34 T-1I" D 27 27 30 32 Twin 0,060k1.6k1.5 Scroll 9 A AC 0.041'k31K3"Steel Clover d= " 9' B N11 AH 5.5 61S' A 54" C 24 24 26 26 f0'-2' E 30 30 31 33 7%r D 27 27 30 32 0,042"AT!Ic8"Aluminum Past IV B N30 0.041"X3'k3"Steel Clover d= 1" 1& B Nil,AH s .5-11' A 5-0` 0 24 24 25 27 9'•5" E 30 30 31 33 6t 4'k3' 7" D 27 27 29 31 0.02k3"Post with SIde lat 11' B NIG,BR 3116`41"x"Steel Square d= 9" 4' E N17 AG 65 V-5' A 4'•T C 24 24 25 27 V-10' E 3G 30 30 32 5-1" 0 27 27 29 31 Clover 0.030"x3"x3"Alum 11' C N11.AH 3/16"x3'k3"Steel S u d= 32" F N17,AG 7 51 1" A 44' C 24 24 25 27 814" E 3D 30 30 32 F-V D 27 27 28 30 Clover 0.04Dk3'k3"Alum 114 D N11,AH 3/l6'k4"x4"Steels are d= 35" V F N17.AG 7.5 4%V A V i" C 25 25 25 27 T-l0" E 30 30 30 32 54" D 27 27 26 30. Colonial 0.D62"Extruded 12' E AS 3116"x4'k4"Steel S are d 36, 9' F 1111N 17,AG ' 8 4'S' A- 7.1G' C 25 25 25 26 T--5" E 31 31 31 31 .5'-0' D 27 27 28 36 0.D41"xWx3"Steel Clover 11' F N11,AH 3116"x5"x5"St I S uare d 41" IV G 17 AG 8.5 4'•2" A 31•T C 25 25 25 26 7'-0" E 31 31 31 31 4-8' D 27 27 27 29 0.041'k3'k3"Steel Clover S' G Nm AH 311G"x&'x6"St uare 46" IV l 17,AG 9 3-11' A 315, C 25 25 25 26' 61-r 'F 31 31 31 31 4'-5 0 27 27 27 29 3116'k3"xW Steel Square 15' H NIT,AG 9S 3'-9" A T-3- C 25 25 25 26 V-5' F 31 31 31 31 4'-2' D 27 2T 27 29 3116'k3"x3'SteelSquare 12' I N17.AG 10 3'S' A 3'•1" C 25 25 25 25 V-l' F 31 31 31 31 00- D 27 27 27 29 3116'k4'W'Steal Square' 1,T J N17,AG GENERAL INSTRUCTIONS FOR THESE TABLES 3116"xV'x6"Steal Square 16' K N77,AG Q� 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8,FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN P� 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 6.7 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Produ 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE SA 25921 US Hwy 74 (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS S.FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romoland,CA 92585 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(NI-N36 or A-BM) 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 6.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carioutnam8comeast.riel 1301201 S.CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9-10 FROM ABOVE *" POSTSPACING, SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES kCALlF 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.7 9j V1 QL�`P O CT 02 2013 Fps AI.� ICC ESR1398(2012 IBC)9/29/2013 Page 41 of 66 J 022015 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA' 12 Gaul a X3"x8"Steel C(Detail T) Double 16 Ga 3"x8"Steel C Detail T and A Double 12 Ga 3'7t8"Steel C(Detail T and AY 12 Gauge x3"x8"Steel C(Detail T) Double 16 Ga 3'Shc"Steel C(Detail T and A Double 12 Ga WW'Steal C(Detail T and AY} TABLE 6.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.8 Altachetl Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan'Units Structure Multispan Units Structure Multispan Units Structure MUltis an Units Structure Multispan Units Structure Multispan Units GROUND IRIS POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH 61A% MAX POST LENGTH GROUND 7RIB POST POST MAXTMAX POST LENGTH MAX MAIL POST LENGTH MAX MAX POST LENGTH SNOW DTH SPACING REnU POST MIN TOOTER 5' I 12' I 16 POST kUN FDDTER 8' I 12' I 15' POST MIN FD07Ea B' I 12' I 15' SNOW WIDTH IS PACIN REOD POST B' I IT I 15• POST. MIN ooT a• I 112' 1 1& POST MW 00T 8' I tT ( 15' LOAD (F1) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTEF SPACINGPOS7 512E CONSTRAINED FOOTEF SPACING P057 SRE CONSTRAINEDFOO LOAD (E'D ON SLAB FOR SPACIN CONSTRAINED FOOTER SPACINGPOST 812E CONSTRAINEDFOO SPACINGPOST SIZE FOOTEF (PSF) (FT) SLAB (FT) TYPE -d- 'd' -d- "d" (FT) TYPE "d' 'd' E' Nr (FT) TYPE 'd' 'd" 'd' -d- (PSF) (F7) SLAB (FT) 'd" 'd' 'd' tFT) TYPE 'd' "d" -d- 'T (FT) TYPE 'd' "or 'd' 'd' M) 6n) On) On) Bn) M) on) On) Cn) 0n) 0n) tin) On) (tn) fn) BN (I.) Gn) On) M1 M) (m) Gn) 130 MPH EXPOSURE B 140 MPH EXPOSURE B 10 5 13'-7" A 2Y•5' F 32 32 32- 2Y-7• F 33 33 33 28'•7• F 35 35 35 25 5 61•9' A 1T•T F 31 31 31 31 27C F 33 33 33 35 2T-11' F 35 35 36 36 LIVE 5.5 12'-4' A 211-2' F 32 32 32 22'-10' F 33 33 33 271-8' F 35 35 35 5.5 6'•2' A 16'-7' F 31 31 31 31 19'•10' F 33 33 33 35 24'-1' F 36 36 36 38 LOAD 6 114" A 20'-1' F 33 33 33 22'•2' F 34 34 34 26'•11' F 36 36 36 6 5'$" A 15'$' F 32 32 32 32 IV-11' F 34 34 34 35 23W. F 36 36 36 37 ONLY 65 10'•5' A 19'-1' F 33 33 33 21'-7• F 34 34 34 261•2' F 37 37 37 '6.5 V-2' A 14161D• F 32 32 32 32 IV-1' F 34 34 34 34 22'-9' G 37 37 37 37 7 W.B. A 18'J" F 33 33 33 2111' F 35 35 35 25'-e' F 37 37 37 7 V-10" A 14'-2' F 32 32 32 32 173' F 35 35 35 35 22'-3' G 39 38 38 38 71 9'-1" A 17-6• F 34 34 34 20'-7' F 36 38 36 24'-11' F 38 38 38 7.5 4'-0' A 131-6' F _ 33 33 33 33 161•9' F 35 35 35 35 21'-9" G 38 35 36 35 8 81-6" A 16-9' F 34, 34 34 20-1" F 36 36 36 24'S" F 38 38 38 a 4.3- A !3'-0' F 33 33 33 33 16'-2' F 35 35 35 35 21'3' G 39 39 39 39 8.5 8'-0" A /6-T F 34 34 31 19'S' F 36 36 36 23'-it' F 39 39 39 a.S V-0" A 121•5' F 33 33 33 33 15'-7' F 36 36 36 36 20'•10' G 39 39 39 39 9 7.6• A 15'-7' F 34 34 34 16'-10' F 37 37 37 2Y.6' G 39 39 39 9 3=9" A 12'-0' F 33 33 33 33 15'-1' F 36 36 36 35 201-6' G 40 40 40 40 95 7•T A IV-0' F 35 35 35 184' F 37 37 37 23-1" G 40 40 40 8.1 31•T A 11'-6' F 33 33 33 33 14'-7' F 36 36 36 36 20'-1' G 40 40 40 40 10 6'-9' A 141•7- F 35 35 35 17-9' F 37 37 37 2Y-0' G 40 40 4D 10, 3'•4" A 11'-2' F 34 31 34 31 14'•2' G 36 36 36 36 19'-9' G 41 41 41 41 10.5 6'-5' A 14'-1' F 35 35 35 17'•4' F 35 38 38 22'•4- G 41 41 41 10.5 3'-2" A 10'-9' F 34 J4 34 34 13'•9' G 37 37 37 37 19'S' G 41 41 41 41 11 6-2• A 131-V F 35 35' 35 18-10" F 38 38 36 21'•11" G 41 41 41 11 3'•1" A 10'•5" F 34 34 36 34 13'-5• G 37 37 37 37 19'-1' G 42 42 42 42 115 5'-i 1' .A 13'-0' F 35 35 35 16'-5' F 38 38 38 27•-B• G 42 42 42 115 2'-1V A WA, F 34 34 34 34 W-11' G 37 37 37 37 18'-10' G 42 42 42 42 12 5'-8' A IX-It" F 36 36 36 16'•Y F 38 38 38 27'•4' G 42 42 42 14O MPH EXPOSURE C or 160 MPH EXPOSURE B 1.1 6'-2" A 12-Y F 34 34 34 15'-4 F 37 37 37 20'•9' G. 41 41 41 25 5 6'-9" A 15'-10' F 34 34 34 34 191•1' F 38 38 36 38 23'-6' F 38 38 36 41 12 51-8" A 1117, F 34' 34 34 1416' F 37 37 37 20'•3' G 41 41 41 55 6'-2" A' 14-10' . F 34 34 34 34 18'-2' F 36 .36 36 37 22-9' G 39 39 39 40 13 S'-T A 111•1' F 35 35 35 14'-1" F 38 35 38 19'-9' G 42 42 42 6 5'-e" A 14'-1' F 34 34 34 34 17'-Y F 37 37 37 37 22'-1' G 40 40 40 40 130 MPH EXPOSURE C or 160 MPH EXPOSURE H - - 65 5-T A 13-4' F 35 35 35 35 16'S' F 37 37 37 37 211-6" G 41 41 41 41 10 5 13-7' A 191-8' F 34 34 34 21'-10' F 36 36 36 26'-6• F 38 38 33 7 4A 0' A 121-81 F 35 35 35 35 15'-10' F 36 33 36 38 21'-0' G M 41 41 41 LIVE 55 12'-4" A 181-61 F 35 35. 35 21t.2• F 36 36 36, 25-8' F. 39 39 39 7.6 4'S" -A• 12'-1" F 35 35 35 35 15'-3' F 38 38 38 38 2"' G 42 42 42 42 LOAD 6 111-V A 47-8' F 35 35 35 20'-7' F 37 37 37 24%11' 'F 40 40 40 6 4.3' A 11-7' F 35 35 35 35 14'-8' F 38 38 35 38 20'-1' G 43 43 43 43 ONLY 64 l0'-5' A 16'$' F 36 36 36 2W.O" F 38 38 39 243' F 4D 40 40 8S 41-0' A 11=1' F 36 36 36 36 14'•2' G 39 39 39 39 19'-8' G 43 43 43 43 7 91-8" A 15'-71' F 36 35 36 19'•2' F 38 38 38 2Yr F 41 41 41 9 31•9' A IW-8' F 36 36 36 36 13'-V G 39 39 39 39 19-4' G 44 44 44 44 75 914" A 1S-0' F 36 36 36 16'a' F 39 39 39 23-l' G 42 42 42 9.5 3••7• A 10'-T F 36 36 36 36 13'3' G 39 39 39 39 19'A" G 44 44 44 44 6 B'-V A 14--7" F 30 36 36 17'-10" F 39, 39 39 22-7- G 42 42 42 10 3.4" A 9'-11' F 36 36 36 36 12'-10' G 40 40 40 40 IV-a" G 45 45 45 45 85 8-0' A 14•-0' F 37 37 37 17'3" F 39 39 39 22•-2" G 43 43 43 10.5 T-2• A 9••T F 36 36 36 36 12'S' G 40 40 40 40 IT-4" G 45 45 45 45 9 7S" A 13.6" F 37 37 37 16-8' F 40 40 40 21'-9' G 43 43 43 tt 3'•t" A 9'-3` F 37 37 37 37 12'-1' G 40 40 40 4D 18'•1' G 46 46 46 46 9.6 7'-2' A 13'-0• F 37 37 37 1&--. F 40 40 4D 21'-4' G 44 44 44 ""s T-11" A 9'-0' F 37 37 37 37 11'•9' G 40 40 40 40 1T•9' H 46 46 46 46 10 W.S. A 12'•7' F 37 37 37 IV-9' F 40 40 40 21'-0' G 44 44 44 130 MPH EXPOSURES 105 6•-5" A IZ-2' F 35 38 30 15=4• F 40 40 40 201-81 G 45 45 46 30 5 5'-8" A 17%1' F 29 29 29 30 201-2' F 31 31 32 34 24•-i• F 33 33 34 36 11 6'•2" A 11.10' F 38 38 38 14-11' F 43 41 41 204' G 45 45 45 55 5''2" A 16'-1' F 30 30 30 30 194' F 31 31 32 34 23••B' F 34 34 34 36 11.5 V-11' A 11'd' F 38 38 38 14W F 41 41 41 2W-W G 46 46 46 6 4'-9' A 15-2' F 30 30 30 30 1a-5' F 32 32 32 33 23'-0" G 34 34 34 36 $2 5'-W A 11'-1' F 38 38 38 14'•T F 41 41 41 19'•B• G 46 46 46 6.5 4'-4' A 14'•5' F 30 30 30 30 17-W F 32 32 32 33 22'-5' G 35 35 35 36 11 V-2" A 10'-6• F 36 36 36 13'S' F 39 39 39 ur-W G M 44 44 7 4.1' A 13A' F 30 30 30 30 16'-11' F •33 33 33 33 21'•l0' G 35 35 35 35 12 S-0' A 10'-0• F 37 37 37 12'-11' F 40 40 40 18'•9' G 45 45 45 7.5 3-9' A IT-1' F 31 31 31 31 !6••3' F 33 33 33 33 21••4' G 36 36 36 36 13 6'•2- A 9'S' F 37 37 37 1T'-4' F 41 41 41 18•-4' G 46 46 46 8 T-W A 12!7' F 3t 31 31 31 15•-8' F 33 33 33 33 20'•11' G 37 37 37 37 140 MPH EXPOSURE B 8.5 Y-4" A 12'-1" F 31 31 31 31 15-2' F 33 33 33 33 20'-6' G 37 37 37 37 10 5 13'-T A 21'-2' F 33 33 33 2Y-10' F 34 34 34 27-e' F 36 36 37 9 3••2• A 11-7" F 3t 31 31 31 14-0" F 34 34 34 34 20'•1' G 38 38 36 38 LIVE SS 12'-4' A 20'-0- F 33 33 33 22'-1' F ' 35 35 35 •26'-9' F 37 37 37 9.5 3'-0' A 1112- F 31 31 31 31 14'-2' G 34 34 34 34 191•91 G 38 78 38 38 LOAD 6 111-4" A !8'-11" F 34 34 34 21••6' F 35 35 35 26'-0' F 38 38 38 10 2'-10' A 10'•9' F 32 32 32 32 1Y•9' G 34 34 34 34 19'-5' G 38 38 38 3B ONLY 63 1W-5' A 18'-01 F 34 34 34 20'-11' F 36 36 36 25'-4' F 38 38 38 105 2'68" A 50-5" F 32 32 32 32 13-5' G 34 34 34 34 19'-0` G 39 39 39 39 7 9'fi' A 17•-3' F 34 34 34 20'S' F 36 36 36 24'•9' F 39 39 39 11 2'"7" A 10'•1' F 32 32 32 32 :1T-0' G 35 35 35 35 18'-10- G 39 39 39 39 7.5 e'•1" A 16'S" F 35 35 35 19'-9" F 37 37 37 24-2' F 39 39 39 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 8 81•6" A 15'-10' F 35 35 36 19'-1' F 37 37 37 23-V F 4D 40 40 30 5 5'$' A IV-6' F 32 - 32 32 32 '-0- F 34 34 36 r, 85 8'-0' A 15'3' F 35 35 35 IV-51 F 36 38 38 23'•2" G 41 41 41 5,5 5'•T A 14'-9' F 32 32 32 32 18, F 34 M 36 9 7-W A 141-8" F 36 36 36 1T--11" F 38 35 38 2Y-9' G 41 41 41 5 4-9• A 13'-11' F 33 33 33 -- iT-2 F 35 35 35 36 96 7'-T A 14'-2' F 30 36 36 17'•Y F 38 38 38 22'•4' G 42 42 42 6S 4'-4• A 13'•T F 33 33 33 33 G•5' F 35 35 35 35 >" Q¢ u 10 V-9' A 13'-8' F 38 36 36 16'-1V F 39 39 39 21-11" G 42 42 ' 42 7 4-1- A IT-7" F 33 33' 33 33 '-9' F 36 36 36 36 '•�v C 105 6'-5' A 13W F 36 36 36 16'-S' F 39 39 39 21'-7• G 43 43 43 7.6 3••9' A 12'-0' F 33 33 33 33 1 1' 36 36 36 36 11 6•-2" A 12'-10' F 36 36 38 16'-0' F 39 39 39 21'-3' G 43 43 43 8 31" A 11W F 34 34 34 34 .w 36 36 36 11.5 V-11' A IZ-6" F 37 37 37 15'-7• F 39 39 39 20'-11' G 43 43 43 8.5 3'•4' A 110" F 34 34 34 34 14 3 37 37 12 5'S" A 12'-1" F 37 37 37 15'3' F 40- 40 40 2D'S• G 44 M 44 9 3'•2• A t0•-7' F 34 34 34 34 13'•T [ �(�_ 37 37 11 6'-T A W-61 F• 35 35 35 1C-6" F 3B 38 38 20--1' G 42 42 42 9.5 31-0" A 10'-2' F 34 34 34 34 "Tf3 7 37 ' 12 S-0' A 10'-11' F 35 35 35 IV-1 11 F 3B 38 38 19'•7' G 43 43 43 10 2'-10' A 9'-W F 34 34 34 34 �, 13 517 A 10'-6' F 36 36 36 IT-4' F 39 39 39 !8'•T G 44 44 44 10.5 2'S" A 9'-6' F 35 35 35 35( Q B „I !1 2'•T A 9'-2' F 35 35 35 35 1 3 38 y * P 6r o 17 OCT 022013 civil. ICC ESR1398(201..2 IBC)9/29/2013 Page 42 of 66 �T9rF0�'6 LtiF �\P JUN 02 2015 SOLID COVER 6.6POST SPACINGS FOR PATIOAND COMMERCIAL COVERS HIGH WIND AREAS 12 Gauge x3"x8"Steel C(Detail T) Double 16 Ga 3'1r8"Steel C(Detail T and AY Double 12 Ga Wx8"Steel C{Detail T and AY) 12 Gauge x3"x8'Steel C(Detail T) Double 16 Ga&!x8"Steel C JDetail T and A Double 12 Ge 3'k8"Steel C(Detail T and AY) TABLE 6.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multis an Units Structure Multispan Units Structure Multispan Units Stricture Multispan Units I Structure Mullis an Units Structure Multispan Units GROUND INS I POST I POST SNOW IAADTH SPACING REO'D POT MIN FOOTER MAX- POST1 LENGTH' POST MIN FOOTER r I 7w- MAX IZILENGTH5• OST MIN F007FR B'x P1 I I LENGTH5' 3NOW WIDTH OS REQM PPOST OST MIN COTE MAX POS'I.ENGT'5' POST MIN OOTE MAX MAX POS•'L 1 1 PSPACINC I E P i I IIr I l I I I I I I E I I I LOAD (F O ON SLAB FOR SPACING POST 51LE CONSTRAINED F00 SPACIN POS7 512E CONSTRAINED F00 SPACING POST BIzE CONSTRAINED FOOTS LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST BaE CONSTRAINED FOOT E CONSTRAINED FOOT(PSFl lFT) SLAB (Fr) TYPE -d" 'd' 'd' 'd` (M TYPE 'd' 'd" 'd" -d• (F7) TYPE -d" 'd' -d" 'd" (PSF) (FT) SLAB (FT) TYPE -or 'd' 'd' W (FT) TYPE -d' 'd' 'd' 'd' 'd" "d' •d. Ml Ml tin) On) (N) (in) 5n) (ia) On) On) (rn) On) on) 0n) on; MI Gn) On) on) 0n) (in) 11n1 Onl 140 MPH EXPOSURE C or 160 MPH.EXPOSURE B 140 MPH EXPOSURE B to 5 13'-r A We" F 35 35 35 21'-2- F 37 37 37 251•7' F 39 39 39 3D 5 F.B. A 16.V F 30 30 30 31 is,V F 32 32 33 15 I1-0• F 34 34 35 38 LIVE 5S 12'W A IV W F 36 1 36 W E>< 201fi' F 35 35 38 24'-10' F 40 40 40 55 S•2- A t5'-5' F 31 31 31 31 181•9• F 33 33 33 35 231-3' G 35 35 35 37 LOAD 6 1114, A 161•6' F 36 36 36 19'-1w F 39 39 39 24'-1' P 41 41 41 6 1-9. A 14'•7' F 31 31 31 31 17=10' F 33 33 33 34 2Y-r G 35 36 36 37 ONLY 6.5 IV-5* A 151-8" F 37 37 37 19'-0" F 39 39 39 - 23'-6' F 42 42 42 6.5 4'-4- A IT-10" F 31 31 31 31 1T•1'_ F 34 34 34 34 211 11" G 36 36 36 37 7 91-V A 15'-01 F 37 37 37 18'J' F 39 39 39 22'.11' G 43 43 43 7 4'.1" A IV-2' F 32 32 32 32 t6'-4' F 34 34 34 34 211-0' G 37 37 37 37 7.5 8'.1' A 14'4' F 37 37 37 IT-T F 40 40 40 2Y-5' G 43 43 43 7S 3'-9" A IZ-7' F 32 32 32 32 15'•9' F 34 34 34 34 2G-11' G 38 38 38 35 8 -08' ' A IT-91 F 38 38 38 15'-11' F 40 40 40 21=11' G 44 44 44 8 31-V A 72'•1' F 32 32 32 32 W-2' F 35 35 35 35 20'-B' G 18 38 35 38 8.5 81-w A IT-2' F 38 38 38 16'4' F 41 41 41 21'-6' G M 44 44 8.5 3'4' A 11'-7' F 32 32 32 32 14'-e" F 35 35 35 35 20'-1' G 39 39 39 39 9 T-6' A lZ-8' F 38 3B 38 19.10' F 41 41 41 2111' G 45 45 45 9 3'-2' A 11'-11' F 32 32 32 32 14'-2" F 35 35 35 35 181$' G 39 39 39 39 ?1--9.5 7' A 12'-3" F 38 38 38 154' F 41 41 41 20'-8' G 46 46 46 9.6 3'-0' A 10'-8' F 33 33 33 33 lT-r G 35 35 35 35 19'•4' G 40 40 40 40 10 VLT A 11'--IV F 38 38 38 14'-11' F 42 42 42 20'.4' G 48 46 46 10 2'-10, A 104''- F 33 33 33 33 13'-3" G 36 35 36 36 18'-0' G 40 40 40 40 1DS 6'-S A W-5' F 39 39 39 14'•6" F 42 42 42 20'-0- G 47 47 47 10.5 X-w A 1 10'-0' F 33 33 33 33 12'41- G 35 36 36 a6 18'•8' G 41 41 41 41 11 G--2" A 1114" F 39 39 39 14'-1' G 42 42 42 19'-0' G 47 47 47 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 11S 5111' A 10'-8" F 39 39 39 13'-9' G 42 42 42 19'-5' G 48 45 45 30 5 5'•8' A 14.11" F 33 33 33 33 IV-2' F 35 35 35 37 2r-9' G 38 3B 38 40 12 6'-8' A 10'-5' F 39 39 39 13'-G' G 43 43 43 19'-2' G 43 48 48 5.5 S•2' A 14'-0' F 33 33 33 33 17'•3" F 36 36 16 37 22'-1' G 39 39 39 40 11 6'-2" A 9-40- F 37 37 a7 12--9' F 41 41 41 18'.7- G 46 46 46 6 4=9' A 13'-0' F 3/ 34 34 34 1E5" F 36 36 36 37 21'S' G 40 40 40 40 140 MPH EXPOSURE B 6.5 44' A 121-W F 34 34 34 34 IV-8' F 37 37 37 37 20'-10" G 40 40 40 40 20 5 7'-l' A IF-9" F 31 31 31 31 20'4' F 33 33 33 35 25'-0' F 35 35 38 38 7 4-1' A 11'•11' F 34 34 34 34 15'-0' F 37 37 37 37 20'-4' G 41 41 41 41 LIVE 5.5 V-5' A IV-9' F 32 32 32 32 20'-0' F 33 33 33 35 243' F 36 36 36 38 7.5 3'-9' A 114' F 34 34 34 34 14'•5• F 37 37 37 37 191.11, G 42 42 42 42 LOAD 6 5'-11, A 15-10' F 32 32 32 32 19'-1' F 34 34 34 35 23'-8' F 36 36 36 37 8 W-W. A IV-10' F 35 35 35 35 W-11" G 38 38 38 38 19'-5" G 42 42 42 42 ONLY 65 5'-5" A 15.0' F 32 32 32 32 1813' F 34 34 34 34 221-11' G 37 37 31 37 ch 3'-4' A 10'•5" F 35 35 35 35 13'•6' G 38 38 33 38 19'-1' G 43 43 43 43 7 5'-1" A 14'-4' F 32 32 32 32 17'-7" F 35 35 35 35 22'�' G 3B 38 38 38 9 3'•2' A t0'•0' F 36 35 35 35 12'-11' G 38 3B 3B 38 18'4' G 43 43 43 43. 7.5 V.S. A 131-8" F 33 33 33 33 16-t7" F 35 35 35 35 2114V G 38 38 36 38 8 41•T A 13'-1• F 33 33 33 33 16'3' F 35 35 35 35 21'•5' G 39 39 39 39 OVER• TABLE 63 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 8.5 4'r A 12'-7' F 33 33 33 33 15-9' F 36 36 36 36 20'-11" G 39 39 39 39 HANG PROJECTION OF SINGLE SPAN STUCTURES(FT) 9 3'-11' A 12'-1' F 33 33 33 33 1V3' F 36 36 M 36 20-7' G 40 40 40 40 (FT) 6' T. 8' 9' IV 11• IX 13' 14' 15, 16' 17' 78' 19, 20' 21' 2Y 9.5 3'-9" A 11'-0• F 34 34 34 34 14'-9" F 35 36 36 36 20.2' G 40 40 40 40 w 3' 35P 4' 4.T S' 6.5 6' 6.5' T 7.51 w es 9' 9.5' 10, 10,5' 11' 10 31-6" A I1-3' F 34 34 34 34 14'•4' F 37 37 37 37 19'-10- G 41 41 41 Alt 1' 3,S 4' 4S 5' 5.9 6' 65' T 7.5' 8' 8.5' S. 9.S 10' 10S' • it, 11.5' 10S 34" A 11-11" F 34 34 M 34 13.11" G 37 37 37 37 19.. G 41 41 41 41 2' Na Na n1a n1a Ala 6.V 7' 75' 8' 8.6• IF 9.5' 10, 10.5' 11' 11.5' 12' 11 TZ A 10'-7' F 34 34 34 34 13'-0' G 37 37 37 37 19'•3' G 42 42 42 42 T Na Na nla rJa n/a Ala da Na nra nra 9.5' 10' 10.5' 11' 11.5' 12' 125' 11.5 1 3'-t' 1 A 10'•3' F 34 34 34 34 W-2- G 37 37 37 37 16'-11- G 42 42 42 42 4' n1a nra Na n/a -n/a Ala n/a Na rda n1a n/a Na Na Na n1a 12S 13' 140 MPH EXPOSURE C or toll MPH EXPOSURE B 20 5 •0'7'-1" A 161 F 34 34 34 34 18'-3" F 36 36 36 38 23•7' F 35 3s 35 41 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for LIVE 55 6-Y A 15'-0' F 34 34 34 34 18'-3' F 36 36 36 38 21-IV G 39 39 39 40 for Attached Single S art Structures Freestanding Structures or Mu1Hs an Attached Structures LOAD 6 5'-11' A 14'•2" F 34 34 34 34 17'-5" F 37 37 37 37 22'-r G 40 40 40 40 Post Description Max POST Detail Post Description Maximum Max POST ONLY 6,5 V-5' A 1IT-5' F 35 35 35 35 W-8' F 37 37 37 37 21-8' G 41 41 41 41 Hgt Code Footing Height Coda Detail# 7 5'-1" A 12•-10" F 35 35 35 35 16'A' P 38 38 38 35 21'-1' G 41 41 47 41 Twin 0.069k1.5"x1.5"Scroll 9 A AC 0.041"%3'k3"Steel Clover d= 20" 9' 1 B IN11,AH 75 4W A 12'•3' F 35 35 35 35 154" F 39 38 35 38 2D'-7' G 42 42 42 42 0.042"xV`x8"Aluminum Post 10' B N30 0.041"XV'X7 Steel Clover d= 21" 8' B N11,AH 8 4'-r A 11'•E' F 36 36 36 36 14'-9' F 38 36 38 38 20'-2' G 43 43 43 43 0.024"%3'5(3"Post With Side plat 11' B NI6,SK 311 WXT3 c3"Steel Square d= 29" wE ,AG 8.5 4'.r A 11'•3- F 36 36 36 36 14.3' F 39 39 39 39 19'-9" G 43 43 43 43 Clover 0.03U x3'k3"Alum 11, C N11,AH 3116'k3'k3"Steel Square d= 32" IT N7 7.AG 9 V-11' A 10'1 9, F 36 36 36 36 IT-9" G 39 39 39 39 f9'S' G 44 44 44 44 Clover O.D40"x3'k3"Alum 11' D Nil.Am 3116"X4'W;j Square d= 35" .14' F-K17,AG 1.5 7-9" A 10-5' F 36 36 36 36 134' G 39 39 39 39 19'-1' G 44 14 44 44 Colonial 0.062"Extruded 12' E AE I3116%4 "Steel Pare d= 38" Ir F N17 AG 10 T-6- A 10-W F 36 36 36 36 %2-11" G 40 40 '40 40 18'•9' G 45 45 45 45 0.041'k3'tK3"Steel Clover 11' F N71,AH 3116"XV S"Steel S re d= 41" 16 G NIZ7 AG 10.5 3'•4' A 9'•8' F 37 37 37 37 1T•T G 40 40 40 4D 18'•5" G 45 45 45 45 0.041'k3'k3"Steel Clover 6' G N71.AH 3116"x6'x6"Steel Squa d= 15' 1 N17,AG 11 3.2- A 9'4" F 37 37 37 37 12'•3' G 40 4D 40 40 18'•2' G 46 46 46 46 3116'k3'k3"SleeI Square 16 H N17.AG 11.5 V-1' A 9'-1' F 37 37 37 37 111"1" G 40 40 40 40 tT-10' H 46 46 46 46 3116'xT5 "SteelSquare 12' 1 N77.AG 12 2'-11` A F a7 37 37 37 G 41 41 41 47 17'l H 47 47 47' 47 3/16'k40'SteelSquare IS 3 N17,AG C s$jo GENERAL INSTRUCTIONS FORTHE5E TABLES 3I15k5'k5"Steel Square 15' K N17,AG e4OG J� 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE S.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN O\'' -FU 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 6.B AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior He a AL ENG oducts 5� lam 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6A 28921 US Hwy 74 j c4 R, (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE OIC SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 OR TABLE 7.7 Romoland,CA 92585 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(NI-N35orA-BM) 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place C 681 1 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 62 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cariputnam@comcast. e1 .61301201 S.CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES \ CALLF 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.8 V1L 4��Q' OCT 02 2013 �0 IFO ICC ESR1398(2012 IBC)9/29/2013 Page 43 of 66 JUN 02 2015 #10 SMS 2 6' a/c 2!,X45 ALUM`•f-'LATY�PANEL 2.5'x6' ALUM FLAT PANEL 1,500 4 =0.018. 3004H36 a; , t=0 018' 3004H36 t>0.018' 3004H34 t>0.018' 3004H34 USE OF FOAM CORE SANDWICH PANELS WILL , .- s N3 0.992 FASCIA CAN 8E REQUIRE THE USE OF A REGISTERED DESIGN .e"/` 0875 Ro•12� R= 0.2" 1.6es --0.75o ROLLED FOR `� 3 DIFFERENT .250 " �--0.125 PANEL HEIGHTS PROFESSIONAL T❑ COMPLY WITH EXISTING Ro.25o Ro,153 0.95 0.92 I i.o T IOC ESR ,; 0.295 1-- FOR 2•, 2.5' " AND 3.5' PANEL 0.3 y 1,958 5' R=.125 1.625 I_ HEIGHTS 2.000 0,363 0.5" R= 0.15" —� 0.18 FOAM CORE SANDWICH PANEL " W/ CURRENT ICC ESR f-o,525 --� 1,060 f- 250" 3.0" 167 1.625 D.3� 0.75 s,000 SIDE FASCIA IS #8XI/2' SMS 8 .167" 2.00 " + + + + + + + + + + + + t + + ♦ ri + + + a a3 d/C # xl/2 �- 1.625 NOMINAL 018 + + + + ♦ i + ♦ r + + ♦ + aa + ♦ + + . + + r a sMSE " IN THICKNESS. r + i . TOP 4 + + + + + + i • • + + • + ♦ + + • PER TABLE 4.9 OR 410 ♦ + 4 a + i + 4 4 r i + + + 4 + + i + + f T _ ♦ t + + + + + ♦ + r + ♦ + t + + + + + + i t ♦ 3.00 • + + • • • • • . • * f . ♦ . . + + • . . + ATTACH TO TEMP OF HEADERS a • + i r ♦ ♦ r + + ♦ + ♦ ♦ ♦ ♦ i ♦ f + ♦ + a � PER TABLE 4.9 OR4.i0 • + a ♦ fit f + + + + + r + + + r ♦ + ♦ + + + • + + + + ♦ + • a ♦ ♦ ft ♦ . + + + + + + .--f 6 1/2" ROLLFORME iH DE . ♦ + . + + i + i f + + ♦ + + + + + ♦ + (3004--H34 ALUM. A LO r t♦++ir+♦++a•fi•+++i•r+4 +4r♦+++r+afa+4♦iat+t+r 1�T /� 7 +'�1C + + + + + a + ♦ + r • + a-+ i + ♦ + f . ♦ + + ru1V oL. 2o1 + + ♦ + + . i i ♦ ♦ + + + + + + . + , r i f FOUR��4=zSD=5t;RE1NS�fACH��T•s_ Q �' � � SEk FOR'"FO.OTINGS UP TO d 26' C 6 1 8 R 613 281 2' x 6'5' Rafter FASCIA F�$:N2, N4 OR N10 " n 3"X 3" 1 1. #10 SMS' a 6' a/c ' 'r ,f- �, 3 POST 5I ALUM.\ � �'4T F Ll METAL SKIN Structure PaneL 'r BRACKET Header 7s� dR �' ALVANIZED OR ?% STAINLES STEEL HILTI SANDWICH N D W r C H PANEL T❑ SEE TABLE 4.9 OR 4. X •, KWIK BOL TZ ANCHOR (ICC N 1 ti''•: •. '° ESR 191y W/ 2' EMBED AND ° ~••'s• •'• 1' # WA HER OR EQUIVALENi HEADER CONNECTION s� NOTE ' z9 4" SLAB OR FOOTING SEE AIL BM AVAIL � Rafter TaILs ppESSJO 0.042' x 3' x 8' -FU F N8 BRACKET FOR C❑NNECTING POST TOSLAI Header r,�G Gy O OR F❑❑TING (6063-T6 ALUM ALLOY) SINGLE SPAN ATTACHED UNITS ONLY N5 DO PORT FASCIA Por t ' O .. � - Amerimax 28921 US Hwy74 EXTERIOR HOME PRODUCTS Romoland,CA 9258 CAL1F ` OCT 02 2013 BEJ/CP NTS ww-Com a s onnec ion e a s ICC ESR1398(2012 IBC)9/29/2013 Page 44 of 66 for Newport Patio Structures 1 of 4 Engineers Stamp NP01-2012 2.5' 1— 0-1 r 201#10 SMS COVER PANEL @ 6' O/C 0.024' 0.024' 0,28-- '" Live MAX"L"FOR TOP SEE TABLE 4.10 4.656 1.000 3 6 5 8' oa243, Load Wind Speed OR SIDE MOUNT 7,75, ENCLOSED IN (psf) and Exposure 16"o/c 24'b/c DETAIL N30 0.Q750 0.37 10 110 mph Exp B 21'-3" 14--2" TYPICAL 2,000 3. 115 mph Exp B 19'-7" 13--1" 12 Ct� 0,105') or 130 mph Exp B 16'-7" 1014, 16 Ga Ct= 0,05or t= 0.030 p ALUM 140 mph Exp B 13'-7" 9'-1" = 0,04111 STEEL 31 SQUARE COLUMN ej' 110 mph Exp C 15'-7" 1014" f (3004-H34 ALUM. ALLOY) 115 mph Exp C. 14'-3" 9'-7" 0,875" TYP. I----- 4.043 POSTS MAY BE TRIMMED w/FLEX 16 2' x 6.5' SIDEPLATEYS 20 130 mph Exp C 11'-4" 7'-7" ALUM. FACING. C3004-H34 ALUM. A Y> 140 mph Exp C 9'-10" 6'-7" STEEL "C"— CHANNEL HEADER CALIFORNIA FASCIA ", D o 3" ALTERNATE POST Sf'� PLATE CONNE ON DETAILN9 (STEEL A-653 Fy=50. KSI) (ALUM 6063 T6) N 11 (3105—H25 ALUM. ALLOY OR TOP MO UN SNOW BRACKET LOA AREAS LOWED A-653 Fy=40 KSI STEEL) SEE GENERAL NOTE #9 FOR CORROSION PROTECTION 3' x 3' METAL POST 61 6 PLACE PLACES SCREWS 1 rJ, 0.125' cF E GENERAL NOTE 19 � u's EXISTING EAVE ;E L OF WOOD FRAMING T IS u •vmeEIGHT #14 SMS �,�� STRU URAL �PANEL TWO 3/8' X5' LAGKDOUGLAS DETAIL N8 ALUM SM OMML WM �i 0.125'x1.5"x1.5" SCREW W/ 110 STEEL THESE DETAILS ARE LIMITED TO �t'"t6�'°"'¢ BRACKET. F � 33 KSI WASHER ONE ON PANEL T� MDurr f"'',�-'"`.' BRACKiT.y1" SPACING ��" N 18 EACH SIDE [IF, POST 150 Mph EXPOSURE B AND.120 mph BETWEEN SCREWS Exp C F13R 10 PSF L a* r �' TERN A E EAVE ATTACHMENT AND 150 MPH EXP C FOR 20 PSF 2x OF LEDGER BOARD FIR R 1' MIN GAP SIDE MOUNT BRA TR FLOOR BETWEENH E PENETRATIONS OR HEADER LEDGER AND ROOF Sg10,1 •MPL-ET Y AND N 1 Z TO ALLOW DRAINAGE EAVE OVERHANG AND 'L' MUST b� �, _ LY SEALED TOP MOUNT BRACKET ALSO COMPLY WITH DETAIL N ATTACHED STRUCTURE POST TO DECK FLOOR ,JOIST C 681 9 � O'rES$10 •Q(L _ XP.61301201 CIVIL. OR 0024 r .ti s N 14 " � � -.. T91F fiCAtIF �\ s 0.040 TYP. 3„-6„ ASTM A500 GRADE B $ JUN 02 2015 STEEL POST _ 3' ALUM SQUARE POST 3.00" 1, t =0.024' 3004H34 R�Q937 SEE GENERAL NOTE ctV �� rimax "ry 74 t =0.040' 3105HR6 T09 N 1 #9 FOR CORROSION / R moland,CA 92581 PROTECTION CAl-1F EXTERIOR HOME PRODUCTS �---3'-6'---� 8EJ/CP OCT 02 2013 NTS omponen a Connection a ai s Page 45 of 66 for Newport Patio Structures ICC ESR1398(2012 IBC)9/29/2013 9 Engineer's Stamp NP02-2012 2 of 4 UniSnaw load RAFTER MAX DISTANCETO FIRST ROW OF POSTS"L• r 4- 14 20 GA ASTM A653 GRADE 33 STEEL BRACKET SaW cmwwtnd SIZE SAYE OYMMNV 4 11 FOUR#8 SCREWS INTO RAFTER AND 124•orcl 6'• tr it 2r 3v EAOH SID I 2X FASCIA ,o pn1 2x4 ,6'a 15•a tza r-r 3•-0• , ONE PER RAFTER ROOF COVERING IS MAX 115MPH EW S 2X6 16'A' 1" tsa IT-0. 1r-11 3 PSF. HEAVIER ROOF 2xe 1a•-0' I" 16'.a 18'4a 1a'-0' r O 10 Pd 2X4 IF4 1T-0' 1z-0' T•t" 3'a' 6` ■2,7�' o � COVERING SHALL REQUIRE 115MPHMPO US 1r•0• ,r-01 17-C 1T-0' 1r•0• �� L ADDITIONAL ENGINEERING 20 1r-C fro' tr-0' 1r-01 Ira• ` DETAIL "A" ANALYSIS ,oPrt ac4 ,C-0 Iea' ,z-0 r1. a'a. 3'X 8 ALUM. HEAD. � a• 20x WOOD FRAMING 140 MPH W C 2 X6 16'-0' 16'-0• IF-W 16'-0' ifi•-0 • � � 078' 2X DF WOOD 2xa 1s-0 1s-0' 1eo 16'a' 16•a• " 25 1.0•�• FASCIA DOUGLAS FIR—LARCH (NORTH) 20 pal 2x4 I6'a' Iva• 5.10• 34• 11-V 2'X 1/2'X .024 '�• I VE DETAIL #2 OR STR 140 MPH E"C 2x6 16'a' 161-0' 16'a' trig' 0'•4' , A o raff 2xa 16'-0• 16'•0' tV& ,W-0 Is'-0 ALUM. SIDEPLA N14 x 3/4' SM IIANCETt \ Rapt 2X4 I6-0' 1ra• sue• a$• 11•9 3' X 8'ALUM. HEADER _y�I_, S 1Ci1)I1AL ` 140 MPH F F C US 16AY 16'a' le-a 17-10• 9'-1' T qi}a 2Xa 16'-0' 16'a' 10'•0' 1&0' 16'a' " " + / 3oPXr 2x4 ,s47 va• a•-r r$• ra• N2 3 x 8 HEADER � I�. 140 MPH FJWC US IS'a' 15'ar 15'a' 101- r-r �C �NNECTIQN EACH SIDEMS FA" N21 2Xa IF-, 164Y 1S4r IS-0' 14'-W 4— 114 SMS 7 o� L 40 pal 2x4 14-0O e-r 31-C 1'4` ff$ SEE TABLE 7.5 FOR FOR MAXIMUM US 14'a' 14'a' Ira' r•2' 41•r � EACH SIDE 24' O/C 6 63T,�•ALUMINUM FASTENER SCHEDULEDVMWG BE ALTERNATE E.AVE are I4'-0' 14W 14.4r 14'a' 10'a' SEEE GENERAL kDTE O pG}R ATTACHMENT 60Pd 2x4 a-m• 4'a• r-r ax va # CKET 11iFE US 12'-0' 11'-0' 6'•9• *0. 2'-1' � AL aea 12'•a Iz-0' Iz•0' Va. 6-10• Cj �oF PUTN OFF f10sMs06'% 6 9>:; 2' x 6 1/2 x .024 �n '' W, WiTki SIDEPLATES � ;. MM ALUM. SIDEPLAJ TE, ->- E .613 0 00 Jri 6.so• JUN 02 2015 6'0R 12'WIDE 1/2 0 J14 SMS ALUM POST OUBLE 2 x 6.5 or 3 x 8 SIRUCI IK PMEIZ0,04 HEADERS IN PLACE OF EACH SIDE 3"X 8" HEADER WITH 0.040'X3'X3' O 2`X 6 1/2'ALUM. 24. OTC POST & SIDEPLATES IMAM'NV ALUM POST SIDEPLA TYP 3"X 3" POST WITH SIDEPLATES END VIEW 3.00' N24 DOUBLE ALUM pL M6 1/2t R12' �ER N23 ROLLFORMED HEADER 'N4' CONN. HEADER CONNECTION 0 16 OR 24 ROLLFORMED DOODLE 2'X6,625' HEADERS (DETAIL Nall. O.C. HEADER TO STRUCTURAL PANELS N25 DOUBLE 3'X8' HEADER (DETAIL N30) f14 x 2' SMS _ 2'X 6 1/2"ALUM. FASCIA %N 0.5 MI SEE TABLE 7.5 110 SMS 0 FOU.M— FOR SPACING I SPACM 040 6 O.C. FOR 6 PANELS 1z' D.C. FOR 12'PANELS r,;- E N28RLTERNATE—DECORATIVE 1.50 6 #10 SMS e MAX LOADS TABLE 7.5 FOLLOWING Q�p��SS�p' FASCIA TRIM „ 10 PSF 140 MPH EXP C 25, 6P O/C GFOR 6' �� PU • N26 30 PSF 140 MPH EXP B fi OR 3.50 P, ELS 12' O/C 20 PSF 135 MPH EXP C / D 2 v m A-RAIL—SEE {�, 2'25 25 PSF 130 MPH EXP C F R 12 PANEL Ofi OR 1 :•! $ DETAIL 'J' np 2.50" 30 PSF 120 MPH EXP C Irmer�max 28921 US Hwy74 ,, EXTRUDED HANGERI.50T (j'CTURAL PANEL ��Q' Romoland,CA 9258 (6063—T6 ALUM. ALLAY) ROLLFORMED HANGER fi.CA4*QQ' EXTERIOR H O M E PRODUCTS 0•3WO N27{3004—H34 +,FII�i4LL0Y} DRAM 1.50• � OCT 02 2013 BEJ/CP • NTS Component a onnec Ion Details ICC • ESR1398(20121BC)9/29/2013 Page 46 of 66 Engineer's Stamp far Newport Patio Structures NP03-2012 3 of 4 2x wood studs DF SEE SHEET MIS FOR Lattice or STEEL POST SLAB REQUIREMENTS Solid Panels Or BTR ®16" O/c FOR CONSTRAINED 0.042"0"x8' ATTACH PANELS FOOTINGS Alum. Bracket HEADER PER DETAILS DETAIL L9 (0.060') A 'p. • � D-D 1W 3" Lattice or, AZ, BD OR BG Solid Panel um. Bracket B a a. �• -� a sMs Al "co.oeo•) sys LAG CREW OR D 4. D a #14 SCREW PER 2.5�� MIN TABLE 7.5 4 A 3' x 8' Header #1 �I 3' x 8' Header #2 '� „ ;0 0.0 0.032124' (0.0421> 1 I co.oa2•) ANC4 . 3" D, 4' or 0.040' 2' x b' Side Plate #14 SM #14 SM p Q • I I 3' x 8' He�dO 042') CONCRETE Foo'nNG CONTINUOUS 2x DF WOOD LEDGER N31 3"x3" POST I I 3'0' POST OR PROVIDE SIMPSON STRONG TIE . d N30 I I MSTA36 (ICC ESR 2105 AT SPLICE 3/8' x 9` STEEL REBAR EMBEDDED AT 'B' RAFTER & SIDEPLATES I I 2x6.5' SIDEPLATE LOCATION) d < 33' B = 9' HEADER (3004-H34 ALUM. ALLOT) I I COVER W/ 0.019" ALUMINUM d < 38' B = 12' (3004-H34 ALUM. ALLOY) d < 46' B = 1B' N32 ALTERNATIVE SPLICE FOR ATTACHED UNITS N29 FREESTANDING OR ATTACHED N34 LEDGER BOARD ATTACHMENT POST/FOOTING CONNECTION Seal with permanently flexible SIX 1/4' LAG SCREWS DR #14 SCREWS & waterproof sealant W/2.5. OF PENETRATION INTO WALL STUD) SEE GENERAL NOTE #23 CONTINUOUS 2'x DF LEDGER BOARD OR PROVIDE SIMPSON DF 2' x 4' STRONG TIE MSTA36 (ICC ESR vnnD DOUG FIR 2105) AT SPLICE LOCATION STUD WOOD STUD 1.001min. COVER W/ 0.019' ALUMINUM W,M:" e 1/4' Lag'Screw 3' X 8' ALUM = RAFTER BRACKET r MW DETAIL L7 NA G/ ATTACH PATIO COVER � 1 PI1 3.5' MIN AS PER N26 OR N27 a �-3'xe' ALUM Q� HEADER 6813$ Completely Seat with permanently flexible & N36 IX 6130/2017 waterproof seatant ��pFESS10 L==N\- Q: - 2.5' MIN PENETRATION 1.00'min. 2.5' MINA d'TgT I INTO WOOD FRAMING #14 SELF-DRD LING SCREW 3 Cf �C� (I,A `��Q� TuN 02 2015 Synthetic Stucco or other non-structural covering (1' max. thick) POST ALTERNATIVE FOR SLAB ATTACHMENT 1' �� • Sheathing MAX WIND LOAD IS 150 MPH EXP B AND * ! * 28921 US Hwy 74 130 MPH EXPOSURE C S. Cf .�\Q:. EXTERIOR, HOME PRODUCTS Romaland,CA 925E SEE ALLOWABLE DISTANCE TO FIRST N33 STUCCO ATTACHMENT DETAIL W/ d� ROW OF POSTS IN TABLE 7.7 LEDGER BOARD CALVE BEJ/CP OCT 02 2013 Co en a s ConnectionDetails ICC ESR1398(2012 IBC)9/2 912 0 1 3 Page 47 of 66 Engineers StampNTS for New Do Patio Structures NP04-2012 4 of 4 R= 0.2' • 0,95" 0.92" : • 4--1.500 R=.125' R=.125" �'S61 O 1 SIDE-1 0.5' R= 0.15' INSIDE - w �1.903' I .4,54" 1.625 I .216 TYP. 0.750 2.50 3.0' .167" 1.654`� '. 2.464" " lF B16SO/CWS 55 1/7 1.714" 876 TIP. 55 1 7SEE DETAIL II 42' SEE DETAIL�D .16.7* 1.625 �-SEE DETAIL B � 6.00" 1.137" 12's-F, 1.137" 6.500 0.125 2.500 ATTACH TO TOP OF HEADER BEAM AS PER TABLES 4.9 OR 4.10 2.00 OA 2.5'x6' SUPER SIX PANEL OR ATTACH PER STRUCTURAL FASCIA DETAILS 1.625 !t > 0.018' 3004H36 5'X12' MARK X ALUMINUM PANEL 5•-- -! � >0.018' 3004H34 B 2. 0.018'-0.032' 3004 H36 0.3 6 0.036' 3004 H34 °'718 2.000 f.625 .00� 0.036 0.992 0.875 R0.125 5g14N N- JUN 02 2015 18r 0.250 _} R0.125 RO,153 + Q-� �1, PU '1'F�� 5• TV. pF EACHSPLI IDE 3A0 0,350 0,295 O O 01 CENTERLINE UE 6 1/2" ROLLFORMED FASCIA 3004H34 ALLOY 2.000 © 0.363 1.958 C 68139 * XP,6130120i7 * 6.50" I 5.5'O O SEE �0.525 1.060 r-- SEE s>qp \(LI �a�F 5" 4• r 5" SPLICE LINE DETAIL D 6.000 DETAIL B FOfiC�1F0 9. 91' �-- .641 #10 S VIS 2'x6' FLAT PANEL 3 - J14 SMS t = 0.018' 3004H36 ALUMINUM ON EACH SIDE t > 0.018' 3004H34 ALUMINUM OF SPLICE 0.0750 *13.090 x3�' SHEET METAL SCREWS @ 3` O/C O ROLLFORMED HEADER SPLICE 4,656' 1.000 (3004-H34 ALUM. ALLOY) ROLLFORMED HEADER SEE TABLE ) B1 " • DETAIL E 2.000 0.516 4.9 OR 4.100.060 R= 0.08 OUTSIDE-4 P. 3R= 0.10" 0.125' t= 0.036" ROLL FORMED ' p,72" HEADER SPLICE, TIGHT • R= 0.20 �bFSlO .. 4.043. Fir INSIDE OF HEADER,,R�--P.0.25 2.06 .m'. 9' EACH SIDE OF �,4� -u 1.03 5 .3' SPLICE. CALIFORNIA FASCIA.4 cam. . : O 3 - 14 SMS n, . (6063-T6 ALUM. ALLOY) SEE 1.25000 ON EACH SIDE DETAIL B 6.00" 12A0 OF SPLICE 1 Amenmax2892i US Hwy 74 3,5'x12' 'W' PANEL EXTERIOR HOME PRODUCTS Romoland,CA 92585 Op t = 0.018' 3004H36 ALUMINUM CAl1F t > 0.018' 3004H34 ALUMINUM . OCT 02 20'i 3 BED/CP NTS Component Parts & Connection Details ICC ESR1398(2012 IBC)9/29/2013 Page 48 of 66 Engineer's Stamp .CD01-2012 1 of 9 0,67' HEADERNOTE- 8 — #14 SMS 0,09' F SPLICE POST. BE LOCATED WITHIN #10 SMS @ T 6' ❑/C 0.15" EXTRUDED HEADER 1 iv, SPLICE WITH 'EIGHT FIT " STABIUZER CUP INSIDE HEADER 4 720 = o 0.15" 5" � 0,54' TYP. #10 SMS @ 6' O/C .5*k--- 10" —5 .5'�--- 10" --- r 5.406" ' 5.75' 0,50' 24" 0.08" EXTRUDED HEADER 8 — 14 SMS SPLICE WITH o HT FIT INSIDE HEADER. 0,63' ---'i OI ALASKAN HEADER SPLICE o 2,17 2,31' 250" R. (6063-T5 ALUM. ALLOY) TYP. (�— 4.00" eT �--- 4,00' SNP OEAIL 'BB' - .115 GAUGE TYPICAL R�.375' FOR EXTRUDED 1.187" HANGER W/ A-RAIL 4- 1/4- BOLTS OR 4- #14 S.M.S. 6 CLASSIC FASCIA o.11" 0.192 OA—RAIL W/ S T A B L I Z E R CLIP 437" (6063-T6 ALUM. ALLOY) (6061—T6 Alum. Alloy) 0.215 2.750 750" 9o0„ #10 SMS @ 0,375 �0.057 ,� #10 SMS @ " 6' O/C 6' 0/G -f- 2g1„ .375 .375 STABILIZER CLIP- 2.965 o SEE' DETAIL 'M'. �0$ 1/2" O STABILIZER CUP FOR EXTRUDED - 7" 1/2" O (6HEADERS 3RT6 ALUM. ALLOIn SPLICE6DETAIL. #10 SMS @ 6' r cv #10 SMS @ 6 � 5 EXTRUDED D/G D/C ' � 6063T5 ALUMIMUMEAD�RDYSPLICE 1.0 �3 1/2" `T U TUR L .813 or r PANEL 5.406" N 022 15 U STRUCTURAL PAN L LO �S510N .Q4�p1:ESS1.0.. .079" �.079 1- PU 2.725" 0.062„ o 109" 'v. ` , 0.062" Cv `C 68439- � 8, m P.6130l2817 1 ,. `I * * �• - Amerimax, 2o 4.,00„ 3.00 Ci "� ST 10. ��Q' 0¢�rF* EXTERIOR HOME PRODUCTS Romland CA 9258., Q5 1/2' EXTRUDED HEADS �TFOF A�.1FC� CA1,1F. �K ALASKAN HEADER BEJ/CP PVMB C6105—T5 ALUM, ALLOY) ALUM, ALLOY) OCT 02 2013 SON NTS Component Ports & Connection Details ICC ESR1398(2012 IBC)9/29/2013 Page 49 0 6 Engineers Stamp nuw.CD02-2012 2 of 9 .l04 R. �?•��.��DEAL H I I �i 8 - #14SM II - .41 FOAM CORE SANDWICH PANEL WITH CURRENT ICC ESR l =I 1 li 1 it 4ps 5.49 I .300 ,110 R, ♦ + + ♦ r 4 + ♦ + + i i 4 • ♦ ♦ 4 ♦ + 4 + + �I + + + + + + + 4 ♦ + + • + + a ♦ + ♦ + ♦ + + + • + + + + + « + + ♦ « + ♦ ♦ ra • + + + ♦ a 11 .050R. TYP, II 4,4500 ♦ • + + + • a • • • r a • + • • r:• + r ♦ + USE OF FOAM CORE SANDWICH I I I ♦ ♦ ♦ + + + • ♦ + ♦ + ♦ ♦ ♦ + + « r ♦ ♦ + a + + : + + • + ♦ + + + + + + • ♦ , + • + ♦ ♦ II II 2.00 .5" 10" 5 5 10" 5" + . . . ♦ . + . + . ♦ + • + ♦ a . ♦ + . + « . PANELS WILL REQUIRE A REGISTERED + + + + + . + + r + ♦ + + « ♦ DESIGN PROFESSIONAL TO COMPLY II u • • ♦ +i arr i+�+++++ ++ti•♦�♦++ar • • ♦L 11 Il + .. . . . . . . . + ♦ • + . + + + + + + WITH CURRENT ICC ESR II — 24" +++ ++♦♦ f ++ +++a♦+ ♦ ♦ + r +•♦++++♦+++•++f+•++r♦f♦+++++ ++. d20 R i +r +r+♦ • s.74 CLASSIC ALASKAN HEADER SPLICE +i+++ ++a +r++♦•+♦+++•+ +•♦♦+ + + + ♦♦• « ♦ ♦ +.i+ . + + ♦ + + + 100 THICK TYPICAL. (6063 T5 ALUM. ALLOY) METAL SKIN HEADER �p SANDWICH PANEL TO HEADER C❑NNECTI❑N 2,5. STRUCTURAL PANEL SEE TABLE 4.10 SEE TABLE 410 16 GA <t=0,059') 3'XB' STEEL. HEADER 7,75 0 12 GA (t=0,105') 3'X8' STEEL HEADER ASTM A653 GRADE 50 12 GAUGE (0,105') 16 GAUGE (0,0591) 3X8 WRAP REQUIRED AS PER DETAIL AW 0.875" TYP. ® 7" x 4' I BEAM HEADER ^T 7,0' (6105-T5 ALUM, ALLOY) 09' TYP, JLTN 0 2015 Pu Pu NAL LO' ;Q FGPF,� Puny Amenmax28921 US Hwy74 P.6/3012017 C/ �t�tP EXTERIOR HOME PRDDUCTs Romoland,CA925& [" 4.0' `k GAL1� ORW BY. Um OCT 02 2013 EEJ/CP �gTFOF 1. NTS Component Parts do Connection Details • ICC ESR1398(2012 IEC)9/29/2013 Page 50 of 6 Engineers Stamp "CD03-2012 73 of 9 4" "1" BEAM gg� AL LNG 1/2" Botts w/ 0,56' PU 610 Washers 0.09" 3"� 681 "-t=0.09" 6130120 7 0,31' 1/2' Bolts w/ 1 Washers „ d'pq�F CIVIL 5.0" 0'1" 2-7" C SPLICES 4,00' 2,88' I? 4: CALIF ONE EACH SIDE OF 7" "1" BEAM 36„ ' 2 5 1.0" I 0.12' 0.13' I 3.00'� 24,' 7 X 4" [—BEAM SPLICE (6105—T5 ALUM. ALLOY) Q 4'X3' I BEAM FULL STRENGTH .� SPLICE BOLT LAYOUT O 7" X 4" ALUM. I—BEAM FULL STRENGTH SPLICE BOLT LAYOUT 6063--T6 ALUMINUM ALLOY FOUR #14 SEE TABLE SMS PER HEADER 3.00 0.024" . 4.9 OR 4.10 0,72�1,560.93�0.72 SEE TABLE 4,10 R=.0937 0.72 rn'• TT 3,00 O 3" SQUARE POST DETAIL W .931.56 (3004—H34 ALUM. ALLOY) 0,28 I� 0.37 4.00' 0.072' 2,88• ❑RTAG AIL AH 0.72 --� �0'17 DOUBLE STEEL CLOVERLEAF HEADER ASTM A653 GRADE 40 0 3' X 3" CLOVERLEAF HEADER oa3• 4'x3" I BEAM * ' L) 6063—T6 .ALUM cl �. �� menmax� 28921 US Hwy74 CA-653 Fy-40 KSI STEEL) ficAiaF `'. EXTERIOR HOME PRODUCTS Romolana,CAS258! OCT 02 2013 BEJ/CP NTS Component Parts & Connection Details [CC ESR1398(2012 IBC)9l29/2013 Page 51 of 66 Engineers Stamp 'CD04_2012 4 of 9 FY73/32* TWO 3/8' BOLTS �•r.n 1:5• LLIJ fFOUR #14 SD SCREWS EACH ASIDE UP TO d=26 FOOTING 3"X 3" SIDEPLATES" .7 ' 3/8' BOLTS W/ 1' DIA, TYP, THK. STL WASHER ✓'f' ALUM. FOOTING r BRACKET 0.062'X1.5' SO ALUM W/ DECORATIVE �xf J'O or j' GALVANIZED OR;,.STAINLESS HILTI 1,5• rt' L ,• KWIK BOLT TZ (1CC ESR 1917) ALUM SCROLLS OR SOLID FILL W/ 2' EMBED AND V 0 WASHER OR EQUIVALENT �-0 GALVANIZED STEEL HILTI KWIK BOLT TZ (ICC L � ti,*��;� 4 SEE DETAIL BM FOR OPTIONS DErA1L ESR 1917) W/ Z' EMBED AND 1' 0 WASHER DR POD '■'':S• �r` EQUIVALENT. SLAB OR FOOTING i SEE DETAIL BM FOR OPTIONS TWO 3/8" BOLTS + AD Q ALUMINUM FOOTING BRACKET FOR GEINNECTING TO OTTOM CONN. CHANNEL 2g C❑NCRETE SLAB ❑R FOOTING ,, 'f --)2.25' 4.5' 2.25' -- 6063 T6 ALUM ALL❑Y6p @ SCROLL POST CONNECTION TO CONCRETE* SLAB OR F❑❑TING ONLY USABLE FOR SINGLE01SPAN ATTACHED UNITS BRACKET = 6063 T6 ALUM ALLOY POST = DET'AIL AF ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS 3„ 3.000' 0.0 62" IIJk.437'"f4) _3 3.000' 8(4) A .094' .7 0'(4) o �- 3'-6' --•-� " LO 3', '4', 5' or 6' ASTM A500 .68 (4) GRADE B STEEL POST SEE GENERAL NOTE #9 FOR t (IN)= 0.031' (STEETEEL) (ALUM OA4 .43714) C❑RR❑SI❑N PR❑TECTI❑N = .12 " FAD. AH .020" DP. 361 3' ALUM OR STEEL CLOVERLEAF X ]2) .062~ RAD.(20) - 1,50" �oFESSI P❑ST li .187" RAD(i 6) jU 02 2015 0 ::��► (3105 H25 OR -ASTM A653 GRADE �y c 40 STEEL) COLONIAL POSTS TWIN 1 .5 . SQ. X PNcti� (3" ALUM. 6063 T6) EXTRUDED POST` vP� t = 0.062, UNLESS OTHERWISE NOTED * ' �merimax~ (ALUM. 60 63—T6 C 6813 _ � 28921 us Hwy 74 r`f EXTERIOR HOME. PRODUCTS Romoland,CA 925E R 6/3012017 p1,1FTIM * BEJ/CP srq `CI a OCT 02 2013 NTs Component Parts & Connection Details ICC ESR1398(2012 IBC)9/29/2013 Page 52 of 66 TF0 CA1.1 Engineers Stamp CD05-2012 5 of'9 POST SPACING IS RESTRICTED TO THE 'ON SLAB' SPACING SHOWN IN TABLES 5.1, 5.5, 5.6, 5,7, 5,8, 6.1, 6.5, •6.6, 6.7 OR 6.8. PUS: •a• DETAIL AD SOLID COVERS MUST USE THESE DOUGLAS FIR UTILITY RESTRICTIONS EIGHT #14 SMS GRADE OR HTR FOR 10 PSF SNOW/LIVE LOAD MAXIMUM WINDSPEED IS 0 TWO �i•X5' LAG SCREW W/ V WASHER, 150 MPH EXP B O O ONE ON EACH SIDE OF POST. 120 MPH EXP C FOR 20 PSF OR GREATER SNOW/LIVE LOAD MAXIMUM WINDSPEED IS DOUGLAS FIR 150 MPH EXP C LUMBER FLOOR JOIST.OR HEADER AL ATTACHED STRUCTURE POST SEE SHEET M8 FOR CONCRETE TO FLOOR JOIST STEEL POST SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS 6 d. v p i 3/8' x 9' STEEL REBAR EMBEDDED AT 3'x3' ALUMINUM OR STEEL p' p 'B' DEPTH 1WO 3/8 BOLT POST (DETAIL AE OR AH) d 0 D G a . p. d < 33 B - 9 d < 38' B = 12' 0.091 TY �-- 3„ p p a d < 46' B = 18' .75Q" d < 51' B = 24' 2.25" 1.O" TT 097n CONCREM FOOLING rr�n L d FOOLING MIN UN 02 15 1 COLUMNTN ATTACHEDG OR OFOOTINGCONNECTION DETAIL 1.5 5„ �SS�arsAc N�� • ¢,�>ressro 5.5" 4aF A�1. PUT rye {c►QQ. PU .., J10 GALVANIZED STEEL HILTI KWIK BOLT TZ (ICC .v ,• Q ` Gam. ESR 1917) W/ 2' EMBED WITH 110 STEEL WASHERS 68139 �' rt MAX FOOTING SIZE IS d= 31'POST TO .FOOTING J • � EXP.613012017 SINGLE SPAN ATTACHED CUNITS ONLY HMENT IL * * 28921 US Hwy 74 IVLL �P CtAmerimax, EXTERIOR HOME PAR O D U C T S Romoland,CA 9258, OCT 02 2013 BEd/CP 07- NTS Component Parts & Connection Details ICC ESR1398(2012 IBC)9/29/2013 Page 53 of 66 Engineers Stamp CDOS-2012 I SHEU. of 9 r 3/8' BOLTS W/ 1.0'•DIA. ss• 7' x 4' use 4 - 3/8' bolts FOUR #14 SMS EACH SI D x 3/32' THK. STL, WASHER OR 4' x 3' use 4 - 3/8' bolts ,' ��gca 4N #14 SDS, SEE NOTE FOR QTY PODC4 FASTENERS MAX). 3" s 1 8139 ,097-!j L4D U4-U 11 MIN L EXP. 13012 2,25' Le, 'I ALL 'I' BEAMS & 'C' BEAMS �_ M 3" C1 IL P USE TABLE 7.3 COLUMN H 06,0 � . OPC 0 FOR NUMBER OF HORIZONTAL BOLTS 1' 3/S' BOLTS O /ILTEItNATE- I DEW TO POST CONEciIoN USE TABLE 7.4 COLUMN N 3. x 3' POST OR #14 SDS 'SMS " 0 015 FOR VERTICAL BOLTS USE 7.3 COLUMN I FOR Seal with permanently FOUR #14 ' HORZONTAL #14 SDS flexible & waterproof A ALUMINUM $ KET FOR USE TABLE 7.4 COLUMN L sealant EACH SIDE CONNECTING COLUMN TO HEADER FOR VERTICAL #14 SDS ALTERNATE 3" SO. POST CONNECTOR BRACKET (6063--T5 ALUM. ALLOY` CSDS= SELF DRILLING ® (6063-T6 ALUM. ALLOY) CONTINUOUS 2'x DF LEDGER ` ` SCREW) 4 FASTENERS MAX BOARD OR PROVIDE SIlIPSON 2' x 4' DOUG FIR STRONG TIE MSTA36 (ICC ESR WOOD STUD 1,00'r11n. 2105) AT SPLICE LOCATION 1/4' BOLTS ASTM A307 COVER W/ 0,019 ALUMINUM SEE BELOW FOR QTY ALUMINUM "1" B61M OR STEEL'C"BFAM 1/4' Lag Screw � —1•Nat ATTACH PATIO COVER ° 0 AS PER AZ, BD OR BG •KH 6•nN V BOLTS W/ 1'0 x 3.5' MIN Completely Seal with c o gym, WASHER. STEEL permanently flexlble & V BOLTS WASHER. SEE'ABLE waterproof sealant SEE TABLE 7,3 7.4 COLUMN N FDR 3Xt3 ALUM COLUMN 'J' QUANTITY, O TWO MINIMUM NON-STUCCO WRAP FOR QUANTITY FOR ATTACHMENT TO 4 FASTENERS FOUR MAXIMUM WALLS SEE TABLE 7.5 'ANC4' AY .. FOR ATTACHMENT THRU STUCCO SEE STEEL POST MAX 3" STEEL POST 2.5' MIN PENETRATION 1,00'rlln, ALLOWABLE DISTANCE TO FIRST DOUBLE OR SINGLE 3'X8' STEEL C t = 0.041 INTO WOOD FRAMING ROW OF POSTS IN TABLE 7,7 BEAM, BOLT LAYOUT FOR SPLICED AND Synthetic Stucco or NON--SPLICE ATTACHMENT Oother non-structural - A7 3" STEEL POST TO HEADER CONN. BRACKET covering (1' max. thick) Req'd (6063-T6 ALUM.) Sheathing Beard #Of Av LEDGER BOARD ATTACHMENT DETAIL Type 1114"bolts AR C Beams"On Slab" I 4 0.875' 8-/14 sMs r E• Sin le 16G Steel 34 1 4 ;i Double 16G Steel C � 5 AW pfESSlp Si le/Double 12G Steel C 1 8 3"x 3" SnFI10' 7,75' 3'x8'x 12 (t=0.105') DETAIL w �- 1.. 3 X 8 BOX OR 16 go, (t=0.059') BEAM WRAP ,�, STEEL C BEAM 8-J14 SMS + L Amenmax28921>o' US Hwy 74 3'XS' STEEL C BEAM Ct O P EXTERIOR HOME PRODUCTS Romoland,CA 9258, W/ 0,042'X31X8' ALUM WRAP fi... O POST TO HEADER CONNECTION FOR 3" X 3" STEEL HEADER 'W" BEJ/CP OCT 02 2013 • NTS Component Parts & Connection Details ICC ESR1398(2012 IBC)9/29/2013 Page 54 of 66 Engineers Stamp CD07-2012 77 of 9 CIURAL�PANEL NAL EN 1.750tA-RAIL,; SEE 1.6z5' pQ' r �, ETAIL J Y" Of SEE TABLE 7.5 1 * EX :613 750" N N SEE TABLE 7.5 _ 10 SMS 0 240" ` 0.062" ° POLL NG SPACING: . OR 3.50" a'� ' CIVIL ° 9 YR 6' O.C. FOR 6""PANELS�� FPFCAL1F0 to ` 12' O.C. FOR 12 PANEIS M 1.00 JUN 0 201LA 5 d 1.50' - 'e 1.325" ® ROLLFORMED HANGER(3004-H34s-,AL OY). #10 SCREW 0 6" O/C BB 3 1/2" "J" HANGER #14 x 2" SMS (6063-T6 ALUM. ALLOY) SEE TABLE 7.5 #10 SMS 0 FOLLOW- F OR SPACING NG S,�NG% 0.5" MIN s" O.C. FOR s".PANELS ilm 12"O.C. FOR 12 Was 1.50" 6.5 �jI f•�— 1.686" -� jI� MAX LOADS I I 10 PSF 140 MPH EXP C 2.25^ 30 PSF 140 MPH EXP B A-RAIL t=.062" OR 20 PSF 135 MPH EXP C DETAIL J 71'P' 2.50" 30 PSF 120 MPH EXP C 1.500'" .43" 0.30-- �- ROLLFORMED HEADER 'E' CONN. .06211 d�_ 1.562" ---I 1.50" DETAILS TO STRUCTURAL PANELS ®D EXTRUDED HANGER (6063-T6 ALUM. ALLOY) B EXTRUDED CHANNEL CONNECTOR .87 " #10 SMS ® 6" O/C (6063--T6 ALUM. ALLOY) 2x wood studs DOUG FIR or BTR 016" o/c ATTACH PANELS PER DETAILS AZ, BD OR BG .050" #14 x 2' SCREW SEE TABLE 1 4" LAG SCREW 7.5 FOR SPACING n M •PU. ' , PER TABLE 7.5 "ANC4^ MIN SCREW SPACING IS 1" r m_ �� 8 CONTINUOUS 2"x N STRONG S FIR LEDGER CC ESIRAmerimax28921PROVIDE SIMPSON STRONG TIE MSTA36(ICC ESR US Hwy 74 2.25" MIN 2105)AT SPLICE LOCATION BG 3 1/2" "G" RAIL 1.32 COVER W/0.019"ALUMINUM (6O63-T6 ALUM. ALLOY) 1.7s7" . CCALIF��R EXTERIOR HOME PRODUCTS Romoiand,CA 9258 B� LEDGER BOARD ATTACHMENT OCT 02 2013 BEJ/CP NTS Component Parts do Connection Details ICC ESR1398(2012 IBC)9/29/2013 Page 55 of 66 Engineer's Stamp W.CD08--2012 78 of 9 042V _ 021'Sim.ft^33 KSO ■ „ ,' x a• +s4, 11 LA 5 SCREws Live MAX L FOR 70P srae■s+w vac LAGES2XB LEDGER BOARD EXISTING SAVE Load Wind Speed OR SIDE MOUNT POST(Doug. Fir) WOOD FRAMING " EIGHT #14 SMS'�SEE GENERAL NOTE #23 (per and Exposure 1s olc 24 olc THICKNESS; S"ALUM ¢14x1.5" screws 10 110 mph Exp B 21'-3" 14'-2"PANEL 1wioDs fl4x3.5' screws 115 mph Exp B 19'-7" 13.-1..TOP HOLM 1/a" STEEL eRACK� 130 mph Exp B 15•.7" 10'-4"L % fONAGEE (Fy" 33 KSI) /¢ 140 mph Exp B 13'-7" 9'-1"1 SPACING 110 mph Exp C 15'-7" 1014, BErWEEN SEE TABLE 7.5 i' MIN GAP5EE CROSS SECTIONALU PANEL 5 mph Exp C 14'-3" 9'-7" �wFOR FASTENER ET4YEEN ASCHEDULE AND ROOF AND LEDGE 20 130 mph Exp C 11'4' 7'-7" r ERAL NOTE #23 LEDGER FOR 140 mph Exp C 9'-10" 6'-7" ' TOP MOUNT BRACKET SIDE MOUNT BRACKET ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND ��y> EAVE OVERHANG AND 'L' PERMANENTLY SEALED I MUST COMPLY WITH 6I ALTERNATE EAVE ATTACHMENTS NOT ALLOWED IN SNOW LOAD AREAS ` t DETAIL BN ALSO SEE GENERAL NOTE #9 FOR CORROSION PROTECTION 2' I WLT SqE SEE t 2—+ —.50' OETAL'9J j ao:K 3/B'BOLT V/ 3/32• >�' OR J'41 GALVANIZED OR STAINLESS y1 AS PER STEEL HILTI ANCHOR (ICC ESR 1917) oai4• oaz+ 80.2,78' �P��LM 74 W/ 2' EMBED AND 1'0 WASHER OR y� 1.0'+ 2 DOLTS MAXIMUM EQUIVALENT �— ,'� I I 3/B•BOLT AS PER TABLE 7.3 � 3• a 3�' 078' 225_ I 1 0" 3.00 POST ME USE CCLUFH J d } "`___---III TWO BOLTS W1%TMIM BM POST TO 4 SLAB/ 4 H22 #I4 x 3/4' SMS + 1� !�T"C USE COLUMN G o FOOTING ATTACHMENT' s POST 86E USE COLUMN I 3' li SEE DETAIL 'BJ' + + OR 2.;W SIX SCREWS MAXIMUM jo FOR INSTALLATION AND -} -� XWM'M PW cots+. 4'+ PROPER CONNECTIONS. 3'sq.POST (oETAt'IITI'j ' I j s � 3•SQUARE � " BL I—,?.oL—I A MINUM BRACKET 6063T6 (3004-F134 ALlR1.ALLOY) 6063T6 ALUMINUM 3" POST CONNECTIONS FOR " � F.X d5•SMEPLATES BRACKET 6J FASCIA HEADERS t = ,090M ?> SLAB ATTACH FOR 140 =E C (3004-Ha+ ALUM. AuI» `0 >> FOOTING d = 31�r;MP X LlvelSnowLoad RAFTER MAX DISTANCE TO FIRST ROW OF POSTS"L" t - 0,160Ru>> FOOTING d = 7° "MAX WI D AH 20 GA ASTM A653 GRADE 33 STEEL BRACKET Solld Cover wind SIZE EAVE OVERHANG STEEL POST � '� f�4 t�SS1pN LNG/ FOUR#8 WOOD SCREWS INTO RAFTER AND (24"OIC) s' 12" 18" 24'• W. 2x FASCIA 10 pM 2x4 IV-71a'-0' 12w' r-r 3'e ONE PER RAFTER MW COVORIM IS lax 9�' HEAVM OW 115 MPH EXP B 2x6 18'-0' 181-V 18'-0' le-a 1r-1" \ CaVERM SI LL R�A=TMHAL EN OMM 2x8 18'-0' 181-0 18!_0 18'-0' 18'-0' O RAFTER 10 pal' 2x4 17v0' IT-9 IT-o" 7'-1" 3'•8" C 6$ 115 MPH E)P C 2x6 17'-0' 17'•9' 17'-a 1T-0' 1T-0' OECAlL "A" 2x8 Ira 17'-0' 17•-0' 1r-0' 1r-0' Xi?6130I2017 2 x WOOD FRAMING 10 psf 2x4 16'-0' 16=0' Ir-0. 7'-1• s.8. ��ESSIp' 8X DF WOOD DOUGLAS FIR--LARCH (NORTH) 140 MPH E)P 0 2x6 16'-V 16'-0' 16'•0' 16'4r IV-0' FASCIA A®MIT 2 OR BTR 2x6 IV-0' 16'-0' 16'4Y 1s-V 16'-0' 'P... I'� c� JUN 02 201 lVl�- tQ' 20 pat 2x4 IV-0' 1oa• s-1v V-4" 1.8.' m qlF I Q� 1 WAGER 140 MPH E)P C 2x6 15-0' 16'-0 IV-0' IV-9' 814' 1 2x8 16'-0' 16'-0' 18'-0' 16'•0' 16'•a �4 26psf 2x4 16'-0' tt'-" V-4' T-8' 1'-9• ALTERNATE EAVE 140 MPH EXP C 2x6 16'•a 16'•0' 16-V 12'-10' S'-r BN 2x6 16'•0' 16-0' 16'-V 16-a le-o' * Amerimax^ 28921 US Hwy74 L rAsaA ATTACHMENT 30psf 1 20 1s-0' 9'-7 511, Z-61 r-o• 1 SEE TABLE 7.5 5FOR MAXIMUM 140 MPH ExP C 2xs 1s'-0' 151•0' 15'a to a' 7'-1^ C1 �P' EXTERIOR HOME PRODUCTS Romoland,CA 9258 FOR FASTENER OVERHANG SEE 2x8 1194 151-9 16-0' 1514 14-e• �Ca�`FO�� SCHEDULE AND SCHEDULE O RMIT 40 pat 2x4 14'-0' 6-7' VA' V-4" 0'•0" GENERAL NOTE #23 2x6 14'-0' 14'•a 11'-01 T-r 4'-7" BEJ/CP 2x8 14'-0' 1'-0a T-7' 1.2'' 10'3- OCT 02 20'13 NTS Component Parts & Connection Details ' 60 psf 2x4 9'-00• a'-0• 1'-7• 0'•2• a 0• P ICC ESR1398(20121BC)9/29/2013 2x6 Pftgle 16 IQ166 V-Sr 4'-W r r Engineers Stamp • 2x8 1r-0 tr o' 12'-0' 9'•s• 5'-10• CD09-2012 9 of 9 ' s ALUMINUM RAFTERS OR SOLID PANELS 0,040'X2'X6,625' ALUM HEADERS OR N❑TEST 0,042 X3 X8 ALUM HEADERS 1, FIBERGLASS POSTS ARE 2'X6.25' ALUMINUM DOUBLE HEADERS NON—LOAD BEARING 3'XS' ALUMINUM DOUBLE HEADER 2, ATTACHMENT TO HOLD C❑VERING PLASTIC HOLE PLUGS IGHT #14 SMS AGAINST MIN❑R LATERAL FORCES. 3. USE MULTIPLE BRACKETS AS NEEDED, 1' MIN 4• FIBERGLASS POSTS MAY BE #14X3/4' USED FOR ANY STRUCTURE. TEK SCREW I ( TEEL OR l ' I I Firs 3/8'X :Y4.' BOLT I I ALUMINUM POST ( L51XL5' STEEL L I I I FIBERGLASS I I POST COLLAR ANGLE BRACKET tTYP1 I J I � I J I I I I I ( FIBERGLASS I I STEEL OR ALUMINUM DECORATIVE Mz I I LOAD BEARING POST I I I I POST COVER I I FIBERGLASS I I l I — NON LOAD I I I I BEARING POST MI 11y'� EXISTING ROOF STRUCTURES COMPLYING'.WITH ROOF SNOW LOAD THIS DETAIL D❑ NOT REQUIRE Z,:! ADDITI❑NAL DRIFTING SNOW CONSIDERATI❑NS LOAD BEARING POSTh GROUND SNOW MAXIMUM SEE DETAILS L25, L29, N8, LOAD (PSF) 'h' (IN) N29, AD,AP OR AQ_FOR FIBERGLASS DECORATIVE 10 9 POST/CONCRETE ATTACHMENT I POST COVER 15 14 20 17 FIBERGLASS '��—\: M4 25 18 POST COLLAR PATI❑ COVER o 30 20 1,5'XIX STEEL L 40 25 i ANGLE BRACKET (TYP) 22015 50 30 SLAB OR I 3/B'X3/4' BOLT �pNq 60 33 FOOTING ' J CONCRETE ANCHOR NG/�Y ��pE'G5SJ0 • eu 4 ..va. .. Gj, � C� 4 4 ' -.C 68139 oM3 a. . . , ' . •.�.. a. a . Q.''<a p.613412017 8 a' Amerimax� A •• a G• a 28921 US Hwy74 CIV Cf Ronoland,CA 9258'a EXTERIOR R 0 D U CT5 °an• : F01: ALXF CA1.1F a, • CP OCT 02 2013 ism. NTS Miscellaneous Details ICC ESR1398(2012 IBC)9/29/2013 Page 57 of 66 Engineers Stamp 'Misc1 a-2012 ME TWO 3/8" STEEL BOLTS ASTM A500 GRADE B T C❑NTINU❑US WELD 6p_�� „ ASTM A36. STEEL. PLATE SEE TABLE FOR SIZE 12.00 Fxx= 60 ksi - ,t1 Allowed on Moment Max Constrained Plate Plate Stub Stub Minimum Capacity Footing Size Size Thickness Post Size Post Size Weld Size o O (Ibf*ft) d(in) A(in) t1(in) B(in) t2(in) (in) 1 0 624 21 8 0.375 2.5 0.188 0.125 1065 24 12 0.375 2.5 0.188 0.125 1706 27 11 0.5 2.5 0.188 0.125 B A 2600 30 17 0.5 2.5 0,(25N 0.188 3365 32 14 0.625 2.5 .375 0.25 t 2 T Base Plate and Stub Post Specifications O r 022 5 1/2"0 GALVANIZED HILTI KWIK g,1o14AL Ms A BOLT TZ W/ 2" OF EMBEDMENT ```��- PUTj�c�'�'F - o WELDED MOMENT RESISTING STEEL BASE PLATE C68139 ALTERNATIVE TO POST EMBEDMENT IN CONCRETE FOOTING psr3ofzof7 o�issro ., THE WELDED POST BRACKET MUST BE VERIFIED TO � I, u sT c,vl� �•P COMPLY WITH THE REQUIREMENTS IN DETAIL MS OF THESE PLANS AND FABRICATED IN ACCORDANCE W/ SECTION �' a�a 1704,2�5,2 BY AN APPROVED FABRICATOR TO THE �mermaxy 28921 1l5Hwy74 SATISFACTI❑N OF THE CODE OFFICIAL CCAl1F �P EXTERIOR HOME PRODUCTS vm Romoland,CA 92585 CP OCT 02 2013 SCAL. tars ""''Miscellaneous Details ICC ESR1398(2012 IBC)9/29/2013 Page 58 of 66 Engineer's Stamp Nor Miscl b-2012 WALL HANGER l 0.045 —T 2'X2' FAN BEAM 6063T5, ALUM > 0.1201x21x21X2' #14 SMS 2,000 1.430 NO LIRIENTATI13N SPECIFIED LONG 'L' ANGLE R0.170 6063T5 ALUM 0,060 ONE #I4X2 B 0,048.x1,5.x2.5' 6005T5 3.00 ' SCREW WALL HANGER or FAN BEAM 0.72�1.56�0,72 ; ONE #10 SMS CREW —{ 0,93 `-- FAN BEAM YFASTEN TO HANGER BEAM 0,042'x3'x8' 0.72 HEADER 4; *1 2,5' or 2' T� 3.00 •� --� 0.28 0,93 L56 STRUCTURAL �_ PANEL• 0.37 r' OJ2 1.5' or 2' Q k0.17 JAL t = 0.04.1" 3' X 3' CLOVERLEAF HEADER �I (A-653 Fy=40 KSI STEEL) s Z j; FAN BEAM A B CONFORMANCE TO THE APPLICABLE ELECTRICAL Weight of Allowable Fan Beam Spans t CODE IS -OUTSIDE THE fan/lights 0.048"x1X'1x2.5" 2"x2" Fan Beam o,o42HEADER Y SCOPE OF THIS DETAIL 3x3 Steel Beam i CEILING FAN OR ,-' AND MUST BE APPROVED L LIGHT FIXTURE , SEPERATELY, 30 (bs 1.5'-90" 23' T Sv. ; n, \,. . POST 'If J N022 5 g10NAL FN QaF `ss�p �- •��i :.,�yi�,t..'•';4i!'3:.•:c•:.�7` .,�. .r h„r J� y }.•. 'y.: ��s�•' . Q Q` ./� .:�/J i!_� C� - 68 8` * EXR6 l2017 * I AmerimaK 28921 US Hwy74 4 CI �� EXTERIOR T E R I O R HOME M E P R O D U C T S Romoland, CA 9258, 61 CIVI cP OCT.02 2013HAM - NTS Miscellaneous Details ICC ESR1398(2012 IBC)9/29/2013 Page 59 of 66 Engineer's Stamp :r.Misc2-2012 7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE Tabie7.3:Required Number of Fasteners for Sheadng Loads Table 7.4:Required Number of Fasteners for Tension Loads Aluminum Material Gage(n) Steel Gag]',n) Aluminum Gage(in) 1 Spacing between bolts and screws shall be 2.5 times the shank diamter. 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.080 0.041 0 0.036 0.06 0.080 0.090 0.100 2 The edge distance of bolts and screws shall be 3 times the shank diamete Allowable Width A B D E F H I K L M N 3 Connections shall be arranged so that the center of resistance of the connection for Attached Two Footer Design #14 3/8"B 318"B #14 #14 $/8"B #14 318"B 914 3 3/8"B #14 31V B 318"B #14 esign ootei shall coincide with the resultant line of action of the load Trib Post Structures on Slab Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS B BOLT SMS BOLT BOLT SMS Uplift Size Width(1t) Live or Ground Snow Load d(in) (Ibs) 128 59D 788 192 210 084 310 1384 507' 564 132 866 1442 234 (Ibs) d(n) TABLE T.6:WALL ATMHMENTS FOR LATTICE COVERtE 10 psf 20psf 12 90 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 90 12 in at 3 42'.10" 22'-7" 13 114 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 114 13 SNO Speed Screws" ALUMINUM RAFTER SPACINC 3.5 3V 8" 1914" 14 143 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 143 14 LOAD and per 12" 16" 24" 30" 36" 4 32--1" 16'-ti" 15 176 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 176 15 PS Ex ure Rafter 4.5 2V-6" 15'-1" 16 213 2 1 1 2 2 1 1 1 1 1 1 2 1 1 1 213 16 10 14 2 26' 26' 24' IV 16' 5 25'-8" 13'-V' i7 256 2 1 1 2 2 1 1 1 1 1 1 2 1 1 2 256 17 LNE 120 EXP 3 26' 28' 26' 26' 24' 5.6 23'-4" 12w, is 304 3 1 1 2 2 1 1 1 1 1 1 3 1 1 2 304 18 20 170 E P 2 1& is. 2' 10' 8' 6 21'-5" 11'-3" 19 357 3 1 1 2 2 1 2 1 1 1 1 3 1 1 2 357 19 1 LIVE 160EXP 3 18' 1V is, i5' 12' 6.5 19'-9" 10'-5" 20 Psf Slab 115 4-W 4 1 1 3 2 1 2 1 1 1 4 1 1 2 417 20 4 18' IV is, 18, 16' -4 7 161 " n/a 21 482 4 1 1 3 3 1 2 1 1 1 1 4 1 1 3 492 21 25 2 18' 1 ' 13' 11' V 7.6 IT-l" n/a 22 555 5 1 1 3 3 1 2 1 2 1 2 5 1 1 3 555 22 3 Ia. 18, 1& 16, 13' 8 16'-0" Na 23 634 5 2 1 4 4 1 3 1 2 1 2 -5 1 1 3 634 23 4 is, 18, Is, 18, is, 8.5 15'-1" n/a 24 720 6 2 1 4 4 1 3 1 2 1 2 6 1 1 4 720 24 30 170 EXP 2 17' 17' 11' 9' 7' 9 14'-3" n/a 10 ps a 11 S 6 2 1 A 1 3 1 2 1 2 6 1 4 ab 3 17, 17' 17' 14' ill Table . 814 5 4 1 1 1 1 8 4 4 17' 17' 17' 17' IV 10 s Slab 115C 886 7 2 2 5 5 1 3 1 2 1 2 7 2 1 4 886 Slab 40 2 1 V 1 8' T 5' 915 8 2 2 6 5 1 1 1 9 3 15' i 5' 13' 10, 8' AAX 27 1025 9 2 2 6 6 2 4 1 3 1 2 8 2 1 5 1025 27 4 1& 16 15' 14' 11' POST POST DESCRIPTIONS POST 26 1143 9 2 2 6 6 2 4 1 3 1 3 9 2 1 5 1143 28 50 2 11' V 5' 4 T CODP DETAIL HGHT 29 1270 n/a 3 2 7 7 2 5 1 3 1 3 n1a 2 1 6 1270 29 1 : 3 12 12' 8' 7' 1 S A Twin 0,060"xl.V`xl.5"Scroll AC 9' 30 1406 n/a 3 2 8 7 2 5 2 3 1 3 n/a 2 1 7 1406 30 'Screws are#14 screws w/1.5"embedment into G=0.5 solid wood(Douglas Fir) B 0,042'x3"x8"Aluminum Post Li,N30 10, 31 1552 n1a 3 2 9 a 2 6 2 4 2 3 Na 2 2 7 1552 31 B 0.024"Post with Sideplates L24,N16,SK 11' 32 1707 n/a 3 3 9 9 2 6 2 4 2 4 n/a 2 2 8 1707 32 TABLE 7.7 STUCCO ATTACHMENT TO WALL C Clover 0.0301lx3"x3"Alum L11.Nti,AH 11' 33 1872 Na 4 3 n/a 9 2 7 2 4 2 4 n1a 3 2 8 1872 33 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS D Clover 0.040'5cV x3"Alum L11,NI 1,AH 11' 34 2047 n/a 4 3 n1a Na 3 7 2 5 2 4 n/a 3 2 9 2047 34 1 a"010 24"o/c E Colonial 0.062"Extruded AE 11' 35 2233 n/a 4 3 We Na 3 8 2 5 2 5 n/a 3 2 n/a 2233 35 Ground Snow F 0.041"x3"x3"Steel Clover L11,NI I,AH 11' 36 2430 n1a 5 4 n/a n/a 3 8 2 5 2 5 n1a 3 2 n1a 2430 36 Load(psf) 2 Lag 1 3 Lags 3 Lags 4 Lags Exp B Exp C G 0.041"x3"x3"Steel Clovel LI1,N11,AH 8' 37 2638 n/a 5 4 n/a n1a 3 9 2 6 2 5 n/a 4 2 n/a 2638 37 Live 10 1V-6" 20'-2" 13'-6" 1V 115 MPH NIA H 3/16'X3"xT'Steel Square L21,N17,AG 15, 38 2858 n/a 5 4 n/a n/a 3 n1a 3 6 2 6 n/a 4 2 n/a 2858 38 Live 10 13, 19'-V IT 14'-4• 140 MPH 115 MPH I 3/16"X4'kA"Steel Square L21,NI 7,AG 12' 39 309D n/a 6 4 n1a n/a 4 n/a 3 7 3 6 n1a 4 3 n/a 3090 39 Live 10 10'-9" 1VA" 10'-9" 12'-4" 130 MPH i 3/16"x5"x5"Steel Square L21,N17,AG 16 40 3333 file 6 5 n/a n/a 4 n/a 3 7 3 7 Na 4 3 n/a 3333 40 Live 10 9'-3" IV-10" 913" 12'-4" 146 mph K 3116"x6"W'Steel Square L21,N77,AG IV 41 3590 n1a 7 5 Na n1a 4 n/a 3 8 3 7 n/a 5 3 Na 3590 41 Live 20 T-1" 1V-7" 7'-l" 0-5" 14D mph L 3116"X6"x6"Steel Square L21,N17,AG 15 42 3859 n/a 7 5 n/a n/a 4 We 3 8 3 7 n1a 5 3 n/a 3859 42 25 T-8" 11'-7" T-8" 10'-3" 140 mph Table7.2 43 4141 n/a 8 6 n/a n/a 5 n1a 3 9 3 8 n/a 5 3 Na 4141 43 30 V-6" 9-9" V-6" 9-8" 140 m h 44 4437 n/a 8 6 n/a n/a 5 n/a 4 9 3 9 n/a 6 4 nla 4437 44 40 4'-10" T-V 4'-i0" 6'-7" 1 140 mph 45 4746 n1a 9 7 n/a n/a 5 n/a 4 n/a 4 9 n/a 6 4 n1a 4746 45 60 1 V.'r I 5' 1 3.4, 4'-5" 1 140 mph 46 5070 n1a 9 7 n/a n/a 6 n/a 4 Na 4 n1a n/a 6 4 n/a 5070 46 Lag= 4" ag Screw with 2.25"penetration into G=0.5 wood(Douglas Fir) 47 5407 n/a n1a 7 n/a n/a 6 n/a 4 n/a 4 n1a n/a 7 4 n/a 5407 47 Letti Stru ures always use 115 mph Exposure B for the wind condition 48 5760 Na n/a 8 n1a n1a 6 n/a 5 Na 4 We n/a 7 4 n1a 5760 48 49 6128 file file 8 file file 7 fife 5 file 5 file file a 5 Na slze 49 Am imax\Pce r Home Products 50 6510 n/a n/a 9 file n/a 7 n/a 5 n/a 5 n/a n/a 8 5 n/a 6510 50 239 1 u5 aslener Terminology ogy Ro Oland585 #14 SMS=#14 sheet metal or SDS screw.1/2"minimum length �.�TA$LEa S:WALI:�iTTAGHMENiS fOR SQI 1U.C,QVER S7RUC7i1Ri;S .318"6=3/8"Diameter eo( ANCsl� �ANG2 �r"� ANG3"� XaN Ca Putn .. to See General Notes for specificsonfasteners LIV O/C O/C PANEL p1NUMBERO�E8STENEi3S EQ R S Ivyli 1115C IND SPEE SNOWSPACING SPACING SPAN STUD'®ifi O/C SPACINC Ly chbur4503U1 Clearspan on this chart is the distance from the wall to the first row of columns. PH)AND LOAD CONCRETE MASONRY (FT) 914 X 2" -t1l�J1G (4 }384-2 Hiltl Kwik Bolt TZ 318"diameter and 2"embed and 1"die steel washer:ICC ESR 1917 or othe POSURE (PSF) ANCHORS ANCHORS SCREWS SCREWS a i utnacast net anchor w/400#allowable shear and 200#allowable tensile vs live,snow,wind and seismic loads, 140 B 10 12" i0" i2' 1 3 Masonry anchors must have an allowable shear value of 400#and 200#tensile for live,snow.wind LIVE 24' 2 2 �rjaJ%ORAL If/ or seismic loads or be specified by a design professional. 1408 20 V. 7" IV 2 2 O p Ur 4#14 c[e us eve enetratio iM soli cod 140 C LIVE 7" 20' 3 3 Lag screws must have 21l4"of ene aim ' suds and 0.5"washe 25 9" 7" 13' 2 2 — se lag screws must be installed as perAFPBA NDS Section 11.1.3. See General Note 7" 20' 3 3 ( � 68139 OCT 02 2013 911 for washer specifications. 30 9" 7" 12' 2 2 6 10 and 20 psf are live or snow loads,25-60 psf are snow loads 1& 3 3 \, EX . !8012017 7 For ANC3 and ANC4 wood framing Irllust be SG=0.5 or denser(Douglas Fir-Lerch; 40 9" 7" 14' 3 3 k 7Y l/ 60 8" 7" 9' 3 1 3 C1 ,� 0�\P JUN 02 2015 Misc3-20i2 ICC ESR1398(2012 lBC)9/29/2013 Page 60 of 66 L�F E'- } 4f 7.0 CONCRETE FOOTING OPTIONS CONVERSION TO SQUARE TOP FOOTING SITE SPECIFIC FOOTING TABLE For Single Span Attached for SINGLE SPAN Attached Structures EQUIVALENT FOOTINGS FOR Footings Only Wind Condition Lattice FREESTAND AND ATTACHED Footing Depth Trib 115 mph 115 mph 140 mph Trib . Existing ResidencE o DIAMETER OF 18" 24" 30" 36" Area Exp B Exp C Exp C Area w z z i CIRCULAR d(in) Required Side of Square Footing (sq ft Required"d"of Footin (in) sq ft) z_ FOOTINGS(IN) 20" 21" 18" 16" 15" 15 15" 17" 20" 25 a c9 12" 18" 24" 21" 23" 20" 18" 16" 20 17" 19" 21" 33 Panel 5 a 1/2.OF PANEL SPAN � F z r 22" 24" 21" 19" 17" 25 18" 20" 23" 42 p r---------- z p U o DEPTH OF 23" 26" 23" 20" 18" 30 19" 21"__ 25" .. 50 __, ---- v e. o CIRCULAR 24" 28" 24" 21" 20" 35 20" 23" 26" 58 Corner Trib Area I Trib Area for 112 OF PANEL SPAN z FOOTINGS(IN) 25" 29" 26" 23" 21" 40 21" 24" 27" 67 I Middle Post I 14" 17" 24" 14" 14" 26" 31" 27" 24" 22" 45 22" 25" 28" 75IF I I i 15" 18" 30" 15" 15" 27" 33" 29" 26" 23" 50 23" 25" 29" 83 16" 19" 36" 16" 16" 28" 35" 30" 27" 25" 55 23" 26" 30" 92 I Post Spacing Panel 17" 21" 43" 19" 17" 29' 37" 32" 29" 26" 60 24" 27" 31" 100 I I Overhang 18" 22" 52" 23" 18" 30" 39" 34" 30" 27" 65 25" 28" 32" 108 Figure 1 19" 23" 61" 27" 19" 31" 41" 35" 32" 29" 70 25" 28" 33" 117 Determine Trib Area from Figure 1 20" 24" n/a 31" 20" 32" 43" 37" 33" 30" 80 26' 30" 34" 133 21" 26" n/a 36" 21" 33" 45" 39' 35" 32" 90 27" 31" 35" 150 INSTRUCTIONS TO USE TABLE 7.10 22" 27" n/a 42" 24" 34" 47" 40" 36, 33" 100 28" 32" 37" 167 1.TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY 23" 28" nla 48" 27" 35" 49" 42" 38" 35" 110 29" 33" 38" 183 2. DETERMINE ACTUAL TRIBUTARY AREA 24" 30" n/a 54" 31" 35" 51" 44" 39" 36" 120 30" 34" 39" 200 FOR MIDDLE POSTS THIS IS: 25" 31" n/a B1" 35" 37" 53" 46" 41" 38" 130 31" 35" 40" 217 TRIB WIDTH x POST SPACING 26" 32" n/a 69" 39" 38" 55" 48" 43" 39" 140 32" 36" 41" 233 FOR END POSTS THIS IS: 27" 34" nla 77" 44" 39" 57" 50" 44" 41" 150 33" 37" 42" 250 (OVERHANG+HALF OF POST SPACING)x TRIB ID T J 022015 28" 35" n/a 86" 49" 40" 60" 52" 46" 42" 160 33" 37" 43" 267 3.DETERMINE FOOTING SIZE FOR WIND CONDITION 29' 36" n/a n/a 54" 41" N/A 54" 48" 44" 170 34" 38" 44" 283 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA NAL 30„ „ „ „ „ „ „ „ „ „38 n/a nla 60 42 N/A 56 50 45 180 35 39 45 300 p��s54 PU F 31" 39" n/a n/a 66' 43" N/A 58" 51" 47" 190 35" 40" 45" 317 32" 40" n/a n/a 72" 44" N/A Bolt 53" 49' 200 36" 40" 46" 333 Amerimax Exterior Home Products 33" 42" n/a n/a 79" 45" NIA N/A 56' 50" 210 36" 41" 47" 350 28921 US Hwy 74 C 68139 34" 43" n/a n/a 87" 46" N/A NIA 57" 52" 220 37" 42" 48" 367 Romoland,CA 92585 „ Fx 2a17 TABLE 7.8 47 N/A N/A 59.154 230 38„ 42' 48 383 48" N/A N/A N/A 55" 240 3W' 43" 49" 400 4�p�ESS10,y (69,� ., ClV1L 49" N/A NIA N/A 57" TABLE 7.10 •PI!�� 'QT�c FCA1-��p�� 50" N/A NIA N/A 59" TABLE 7.9 �' m Carl Putnam,P.E. 8 1 c4-2012 3441 Ivylink Place * ! > Lynchburg,VA 24503 CAS... OCT 02 2013 ICC ESR1398(2012 IBC)9/29/2013 Page 61 of 66 7.0 Requirements for Surface Mounted Posts on Concrete Slabs or Footings for Sigle Span Attached Lattice Structures REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Seismic Size Requirements Table L1a: Use this table for the following headers Table L1 b: Use this table for the following headers Table L2a Table L2b Moment Frame A=367 Ibf ft Moment Frame B=489 Ibf ft Moment Frame A Moment Frame B Post Height(ft) Post Height(ft) Size Size Required 8' 9` 10, 11' 12` 8' 9' 10, 11' 12' Require 8' 9' 10, 11' 12' 8' 9' 70' 11' 12' Ss Allowed Ss Allowed Wind Number Wind Exposure B Wind Exposure C Wind Number Wind Exposure B Wind Exposure C cubic feet cubic feet Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED 20% 1575 20% 2099 110 mph 2 or 3 7' 5.V 4' 3' 2' 4' 2.V 1.5' 1' 0' 11O mph 2 or 3 10' 8.5' 7' 5.5' 4' V 4.5' 3.5' 2.5' 1.5' 30% 1050 "** 30% 1399 4 12, 10, 8' 6.5' 5.5' 7' 5.5' 4.6 3' 2' 4 15' 14' 12' 10' 8.5' 10.5' 8.6 7' 6.5' 4.V 40% 788 40% 1050 5 15' 14' 12' 10' 8.5' 10.5' 8.5' 7' 5.V 4.5' 5 15' 15' 16 14.6 12.6 14.5' 12' 10' 8.5' 7' 50% 720 ** 50% 960 *"' y JUN 0 2015 6 IV 15' 15' 13.6 11.5' 13.6 1 i.V 9.5' 8' 6.5' 6 15' 15' 15' 15' 15' 1V 1V 13.5' 11.6 10' 60% 600 * 60% 800 7 15, 15, 15, 15` 15' 15' 14' 12' 10' 8.5' 7 16, 15' 15' 151 1V 15' 16 15' 14.6 13' 70% 514 70% 685 t g�ON FN 115 mph 2 or 3 6' 5' 3.6 2.5' 1.5' 3.6 2' 1.5' 0.6 0' 115 mph 2 or 3 9' 7.5' 6' 4.5' 3.5' 5.6 4' 3' 2' 1' 80% 525 80% 700 4 10.5' 8.5' 7' 5.5' 4.5' 6.5' 5' 3.5' 2.5' 1.5' 4 15' 12.6 10.5' 9' 7.5' 9' 7.6 6' 4.6 3.5' 90% 467 90% 622 5 15' 12.6 10.5' 9' 7.5' 9' 7.5' 6' 4.6 3.6' 5 15' 15' 15' 13' 11' 13' 11' 9' 7.5' V 100% 420 100% 560 6 15' 15, 14' 12 10.V 12' 10' 8.5' 7' 5.5' 6 15, 15, 15' 15' 15' 15' 14.6 12' 10.5' 8.6 110% 417 110% 555 * 681 9 7 115, 15' 15' 15, 13' 15' 12.6 10.6 9' 7.5' 7 15, 15, 15, 15, 15' 15' IV 16' 13' 11.6 120% 382 120% 509 130 mph 2 or 3 4.5' 3' 2' 1' 0.6 2' 1' 0.5' 0' 0' 130 mph 2 or 3 6.5' 5' 4' 3' 2' 3.5' 2.5' 1.5' 0.5' U 130% 388 130% 517 * X 6130/2 17 4 7.5' 6' 5' 3.5' 2.5' 4.5' 3' 2' 1' 0.5' 4 11' 9' 7.5' 6' 5' 6.5' 5' 4' 3' 2' 140% 360. 140% 480 5 11' 9' 7.5' 6' 5' 6.6 5' 4' 3' 2' 5 15, IV 11' 9.5' 8' 9.5' 8' 6.5' 5' 4' 150% 336 150% 448 \ d'p�T 1 L P 6 14.612' 10.5' 8.5' 7' 9' 7' 6' 4.5' 3.5' 6 15' 15' 15' 12.5' 11' 1& 10.5' 9' 7.6 6' EO O.CAL 7 15, 15' 13' 11' 9.5' 11.5' 9.6 7.5' 6' 5' 7 15' 1& 15' 15' 14' 15' 13.5' 11.6 9.5' 8' Directions for using Seismic Table L2a,L2b,L2c or Ltd"**""' 140 mph 2 or 3 3.5' 2.5' 1.5' 0.5' 0' 1.5, 0.V 0' 0' 0' 140 mph 2 or 3 5.5' 4' 3' 2' 1' 2.6 1.5' 1' 0' 0' 1. Determine Tributary width FESS1� 4 6.5' 5' 3.5' 2.6 1.5' 3.5' 2.5' 1.5' 0.5' 0' 4 9.5' 7.5' 6' 4.5' 3.5' 5.6 4' 3' 2' 1' 2. Determine width of structure QF'O 5 9.5 7.5 6 4.5 3.5 5.5 4 3 2 1' 5 13 11 9' 7.5' 6 81 6.5 5 4 31 3. Determine height of structure 6 12.5' 10' 8.9 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 6 16 14.6 12.5' 10.6 9' 10.6 8.5' 7' 5.6 4.6 4. Determine number of posts structure has '2 7 15, 13' 10.6 9' • 7.V 9.5' 7.5' 6' 5' 3.6 7 15, IV 16 13.5' 11.6 13.5' IT 9' 7.6 6.6 5. Determine Ss for your area(contac ' $ 150 mph 2 or 3 2.5' 1.5' 0.5' 0' 0' 1' 0' 0' 0' 0' 150 mph 2 or 3 4.6 3' 2' 1' 0.6 2' T 0.5' 0' 0' your local building department)***" �r 4 5' 4' 3' 2' 1' 2.6 1.5' 0.6 0' 0' 4 7.5' 6' 5' 3.5' 2.5' 4.5' 3' 2' 1' 0.5' 6. Choose Table L2a-d based on the header 5 S. 6' 5' 3.5' 2.6 4.6 3' 2' 1' 0.5' 5 11' 9' 7.6 6' S' 6.5' 5' 4' 3' 2' 7. Determine the maximum size allowed on the hart. ` 6 10.6 8.5' 7' 6.5' 4.6 6' 4.6 3.5' 2.5' 1.5' 6 14.5' 12.V 10.6 8.5' 7' 9' 7' 6 4.5' 3.6 8. Multiply#1,#2 and#3 and divide by#4****` 7 13' 10.5' 9' 7.5' 6' 8' 6' 5' 3.V 2.5' 7 15, 15, 13' 11' 9.5' 11.6 9.V 7.5' 6' 5' 9. if#8 is lower than#7 the structure is OK for s i i CA1-lt[ 170 mph 2 or 3 1.6 0.5' 0' 0' 0' 0' 0' 0' 0' 0' 170 mph 2 or 3 3' 2' 1' 0' 0' 1' 0' U 0' V 10. If your Ss is over 150%use 150% 4 3.5' 2.5' 1.5' 0.5' 0' 1.5' 0.5' 0' 0' 0' 4 5.5' 4' 3' 2' 1' 3' 2' 1' 0' 0' OCT 02 2013. 5 5.6 4' 3' 2' 1' 3' 2' 1' V 0' 5 8' 6.6 6 4' 3' 4.5' 3.5' 2.5' 1.5' 0.5' 6 7.5' 6' 4.5' 3.5' 2.5' 4' 3' 2' 1' 0' 6 11' 9' 7.5' 6' 4.5' 6.5' 5' 3.6 2.5' 1.5' no check needed for Patio Covers attached to slab under these conditions 7 9.5' 7.5' 6' 5' 4' 5.5' 4' 3' 2' 1' 7 13.5' 11.5' 9.6 8' 6.6 8' 6.6 5' 4' V **no check needed for Patio Covers that are 10'tall attached to slab under these condition `*'no check needed for Patio Covers that are 8'tall attached to slab under these conditions Moment Frame A:Detail L26,4 screws,A=5".B=7",sideplates=0.024" Tables L1 and L2 need to be checked for surface **"*Ss is the Maximum Considered Earthquake Ground Motion(0.2 sec) Moment Frame A:Detail L12,4 screws,A=2",B=5",DBL HEADER mount concrete attachment mapped on Figure 1613.3.1(1)in the 2012 IBC Moment Frame B:Detail L26,4 screws,A=5",B=7",sideplates=0.03Z' `***' Alternatively,divide by these numbers Moment Frame B:Detail L26,6 screws,A=5",B=7",sideplates=0.024" Amerimax Exterior Home Products For 2 post Structures divide by 3 Moment Frame C:Detail L26,8 screws,A=5",B=7",sideplates=0.024" 28921 US Hwy 74 For 3 post Structures divide by 3 Moment Frame C:Detail L12,4 screws,A=2",B=7",DBL HEADER Romoland,CA 92586 For 4 post Structures divide by 4.5 Moment Frame C:Detail L12,6 screws,A=2",B=5",DBL HEADER For 5 post Structures divide by 6 Moment Frame C:Detail 1.8,4 BOLTS,A=2",B=7",SINGLE STEEL C Carl Putnam,P.E. For all others add 1.5 to number of posts Moment Frame D:Detail L8,4 BOLTS,A=2",6=5",DBL STEEL C 3441 ivylink Place Not for use in areas with flat roof snow loads exceeds 30 psf. j Lynchburg,VA 24503 MiscSa-201 ICC ESR1398(2012 IBC)9/29/2013 Page 69 of 66 7.0 Requirements for Surface Mounted Posts on Concrete Slabs or Footings for Sigle Span Attached Lattice Structures REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Seismic Size Requirements Table Lie: Use this table for the following headers Table Lid: Use this table for the following headers Table L2c Table L2d Moment Frame C=536 Ibf ft Moment Frame D=793 Ibf"ft Moment Frame C Moment Frame D Post Height(ft) Post Height(ft) Size Size Required 8' S. 10, 11' 12' 1 8' 9' 10, 11' 12' Require 8' 9' 10' 1i' 12' 8' 9' 10 11' 12' Ss Allowed Ss Allowed Wind Number Wind Exposure B Wind Exposure C Wind Number Wind Exposure B Wind Exposure C cubic feet cubic feet Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED• Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED 20% 2301 20% 3404 110 mph 2 or 3 11.5' 9.5' 8' 6.5' 5' 7' 5.5' 4' 3' 2' 110 mph 2 or 3 15' 16 13' 11' 9.5' 11.6 9.5' TV 6' S' 30% 1534 30% 2269 4 16 15' 13.6 11.6 9.5' 11.5' 9.5' 8' 6.5' 5' 4 15' 15' 15' 15' 15' 15' 15' 13' 11' 9.5' 40% 1150 40% 1702 5 16, 15' 15' 15' 14.6 16 13.5' 11.6 10' 8' 5 15' 15' 15' 15' 15' 15' 15' 15' 15' 14' 50% 1052 50% 1556 Ju 02 2015 a �. o 6 15' 15' 15' 151• 15' 15' 15' 15' 13' 11.5' 6 15' 15, 151 151 151 15, 15, 16' 15, 15, 60!0 877 60/0 1297 7 15, 16 15, IV 16 15' 15' 16 15' 14.5' 7 15' 16 15, IV 15' 15' 15' IV 16' 16 70% 751 70% 1112 c�$I NALEN 115 mph 2 or 3 10.V 8.5' 7' 5.5' 4.5' 6' 4.5' 3.5' 2.5' 1.5' 115 mph 2 or 3 16 14' 11.5' 10' 8.5' 10' 8.5' 6.5' 6.5' 4' 80% 767 '* 80% 1135 OFF PUT 4 15, 14' 12' 10, 8.5' 10.5' 8.5' T 5.5' 4.6 4 16 15' 16, 16 14.5' 15' 14' 12' •10' 8.5' 90°% 682 90% 1009 5 15, IV 15' 14.612.614.612.5' 10.6 8.5' 7' 5 15, 16 15' 10 15' 15' 15' 15' 14.5' 12.5' 100% 614 .100% 908 6 15' 15' 15' 15' 15' 15' 15' 13.5' 11.6 10' 6 15, 16 15, . 16 16 16 15, 15, 15, 15' 110% 606 110% 900 C 6 1.3 7 16 15' 15, 15, 1 V 16 15' 15' 15' 13' 7 16 15, 15' 15' 15' 15' 15' 15' 15' 15' 120% 558 120% 825 130 mph 2•or 3 TV 6' 4.5' 3.5' 2.5' 4' 3' 2' 1' 0' 130 mph 2 or 3 12.5' 10' 8.6 7' 5.6 7.5' 6' 4.5' 3.5' 2.5' 130% 566 * 130% 838 * EXP 120 *� 4 12.5' 10.5' 8.6 T 5.5' 7.5' 6' 4.5' 3.5' 2.6 4 16 15' 14.5' 12.5' 10.5' 12.5' 10.6 8.5' 7' 5.5' 140% 526 140% 778 5 16 15' 12.5' 10.6 9' 11' 9' 7.5' 6' 4.5' 5 15 15 15 15 15 15 14.5 12.5 10.5' 9 150/0 491 150/0 �®r d'j CIVIk P 6 15, 15, 15' 14.6 12.6 14.6 12' 10, 8.6 7' 6 15' 15' 15' 15' 16 15' 15' 15' 14' 12' Cq 7 15' 15' 15' 16 16 15' 16 12.V 11' 9' 7 15' 15' 15' 15' 15' 15' 15' 15, 15, 15' Directions for using Seismic Table L2a,L2b,L22d**.*`*' 1 r 1 , 1 1 1 , 1 r 1 , 1 , 1 , 140 mph 2 or 3 6' 4.5 3.5 2.5 1.5 3 2 1 0.5 0 140 mph 2 or 3 10 8.5 7 5.5' 4 6 4.5 3.5 2,5 1.5 1. Determine Tributary width 4 10.5' 8.5' 7' 5.5' 4.5' 6' 4.5' 3.6 2.5' 1.V 4 15' 14' 12' 10, 8.5' 10.5' 8.5' 7' S.5' 4.5' 2. Determine width of structure QPO� i 5 15' 12.6 10:5' 8.5' 7' 9' 7.5' 6' 4.5' 3.5' 5 15' 15, 16. 14.5' 12.5' 14.6 12' 10.5' 8.5' 7' 3. Determine height of structure ^�� 6 16 15' 14' 12' 10' - 12' 10' 8' 6.5' 5.5' 6 15' 15, IV 16, 15' 15' 15' 13.5' 11.6 10' 4. Determine number of posts structure has � 'l 7 151. 15' 15' 15' 13' 15' 12.5' 10.6 9' 7.5' 7 16 15' 15' 15' 15' 15' 15' 15' 15' 13' 5. Determine Ss for your area(contac U n $ 150 mph 2 or 3 5' 3.5' 2.5' 1.6 1' 2.6 1.5' 0.5' 0' 0' 150 mph 2 or 3 8.5' 7' 5.5' 4' 3' 5' 3.6 2.5' 1.5' 0.5' your local building department)'"`** � 4 8.5' 7' 5.5' 4.5' 3.5' S' 8.5' 2.5' 1.5' 1' 4 14' 12' 10' 8.5' 7' 8.5' 7' 5'V 4.5' T 6. Choose Table L2a-d based on the header 5 12.6 10.6 8-V 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 5 15' 1V 14.5' 12.5' 10.5' 12.5' 10.6 8.5' 7' 5.5' 7. Determine the maximum size allowed on the c art 6 16 13.5' 11.6 10, 8' 10, 8' 6.5' 5.5' 4' 6 15' 15' 16 16' 14' 15' 13.5' 11.5' 9.5' 8' 8. Multiply#1,#2 and#3 and divide by#4***** 7 15, 15' 14.6 12.6 10.5' 12.V 10.5' 8.6 7' 6' 7 15' 15' 15' 15' 15' 15' 15' 14.6 12.5' 10.5' 9. If#8 is lower than#7 the structure is OK for s ' is CA1,1Q�� 170 mph 2 or 3 3.6 2' 1.6 0.5' 0' 1.5' 0.5' 0' 0' 0' 170 mph 2 or 3 6' 4.5' 3.5' 25 1.6' 3' 2 V 0.5' 0' 10. If your Ss is over 150%use 150% 4 6' 5' 3.5' 2.5' 1.5' 3.6 2' 1.5' 0.5' 0' 4 10.5' 8.5' 7' 5.5' 4.5' V S' 3.5' 2.5' 1.5' OCT�2 Zak 3 5 9' TV 6' 4.5' 3.5' 5.V 4' 3' 2' 1' 5 15' 12.6 10.6 8.5' 7.5' 9' 7.6 6' 4.5' 3.5' 6 12' 10, 8.5' 7' 5.5' TV 5.5' 4.6 3.5' 2.5' 6 16, 16 14' 12' IV 12' 10'• 8' 6.5' 5.5' *no check needed for Patio Covers attached to slab under these conditions 7 16 12.V 10.5' 9' 7.5' 9' TV 6' 4.5' 3.5' 7 15' 15' 15' 15' 13' 15' 12.5' 10.5' 9' 7.5' **no check needed for Patio Covers that are 10'tall attached to slab under these conditior **"no check needed for Patio Covers that are 8'tall attached to slab under these conditions Moment Frame A:Detail L26,4 screws,A=5";B=7",sideplates=0.024" Tables L1 and L2 need to be checked for surface *'**Ss is the Maximum Considered Earthquake Ground Motion(0.2 sec) Moment Frame A:Detail L12,4 screws,A=2",B=5",DBL HEADER mount concrete attachment mapped on Figure 1613.3.1(1)in the 2012 IBC Moment Frame B:Detail L26,4 screws,A=5",B=T',sideplates=0.03v' Alternatively,divide by these numbers Moment Frame B:Detail L26,6 screws,A=5",B=7",sideplates=0.024" Amerimax Exterior Home Products For 2 post Structures divide by 3 - Moment Frame C:Detail L26,8 screws,A=5",B=7",sideplates=0.024" 28921 US Hwy.74 For 3 post Structures divide by 3 Moment Frame C:Detail L12,4 screws,A=2",B=7",DBL HEADER Romoland,CA 92586 For 4 post Structures divide by 4.5 Moment Frame C:Detail L12,6 screws,A=2",B=5",DBL HEADER For 5 post Structures divide by 6 Moment Frame C:Detail L8,4 BOLTS,A=2",.B=7",SINGLE STEEL C Carl Putnam,P.E. For all others add 1.5 to number of posts Moment Frame D Detail L8,4 BOLTS,A=2", B=5",DBL STEEL C 3441 Ivylink Place ***"** Not for use in areas with flat roof snow loads exceeds 30 psf. Lynchburg,VA 24503 Misc5b-201 ICC ESR1398(2012 IBC)9/29/2013 Page 63 of 66 Y Kz 0.7 0.98 height factor, Exposure B and C Amerimax Exterior Home Products Kzt 1 Topographic factor 28921 US Hwy 74 X Kd 0.85 Wind Directionality factor Romoland,CA 92586 Z I 1 Importance Factor Existin Residence4 G 0.85 Gust Factor Carl Putnam,P.E. Cnet 1.2 Net Pressure Coefficent 3441 Ivylink Place AL Dead 1 psf Lynchburg,VA 24503 Design Design (434)384-2614 P/2 Panel Span(P Down Load Up Load cariputnam0comcast.net Wind C&C (psf) (psf) ALI-- ""- " -- -r- ^�-- Speed m h Ex osure gh s s W+ W- 110 B 18A 11.3 12.3 10.7 P/2 115 B 20.1 12.3 13.3 11.7 �OFeast - 130 B 25.7 15.8 16.8 15.2 PU -, Header 136 B 27.8 17.0 18.0 16.4 140 B 29.9 18.3 19.3 17.7 140 C 41.8 25.6 26.6 25.0 Zi B 3 Figure 1 ' 150 C 48.0 29.4 30.4 28.8 , Patio Cover Length(L) 170 C 61.6 37.7 38.7 37.1 * �� 176 C 65.3 40.0 41.0 39.4 Determine Snow Loads on Existing Structure 180 C 69.1 42.3 43.3 41.7 CAt-tF 1 Determine Roof Snow/Live Load,S. See General Note 3. TABLE 1 OCT 02 2013 2 Dead Load=1 psf 3 Add Dead and Live/Snow Loads,mulitply by half of Panel Span Wall Load=(D+S)P 12 Combination Loads:Snow+Wind+Dead Loads 4 Result is wall load in pounds per linear foot. Wind JUN 2 2015 ESeVe ind Load Live Loads(psf) Ground Snow Loads(psf) Determine Wind Loads on Existing Structure d m p h I Exposure s 10 20 25 30 40 60 ��5g1 NAL 1 Determine Wind Load,W+or W-. See Table 1 Roof Live/Snow Loads+Dead 11 21 22 26.2 34.6 51.4 O 6 PutN, F�� 2 Dead Load included in Down and Up loads 110 B 11.3 17.0 24.5 25.2 28A 34.7 47.3 1 3 Mulitply W+or W-by half of Panel Span 116 B 12.3 17.7 25.2 26.0 29.1 35.4 48.0 C 6 139 Wall Load=W P/2 130 B 15.8 20.3 27.8 28.6 31.7 38.0 50.6 4 Result is wall load in pounds per linear foot. 135 B 17.0 21.2 28.7 29.5 32.6 38.9 51.5 EXP.6! 012 5 Maximum Shear Load in X direction is 454 ibf(110 mph Exposure C,13'Panel Span) 140 B 18.3 1 22.2 29.7 30.5 33.6 39.9 52.5 Max load in Y direction(towards house)is 73 plf (110 mph Exp C,10"1 beam) 140 C 25.6 27.7 35.2 35.9 39.1 45.4 58.0 d'r Clvi1- Max load in Y direction due to force couple resisting lateral is 104 plf 150 C 29.4 30.5 38.0 38.8 41.9 48.2 60.8 IFO� (110 mph Exp C,Projection=Width) 170 C 37.7 36.8 44.3 45.0 48.2 54.5 67.1 175 C 40.0 38.5 46.0 46.7 49.9 56.2 68.8 Determine Seismic Loads on Existing Structure(Excludes Roof Snow Load over 30 psf 1 180 C 42.3 40.2 47.7 48.5 51.6 57.9 70.6 1 Vertical Loads and Horizontal Loads=maximum of 1 psf TABLE 2 Combination Loads based on Equation 16-11 1 Determine Combination Load,C. See Table 2 Misc6-2012 3 Mulitply C by half of Panel Span Wall Load=C P 12 4 Result is wall load in pounds per linear foot. ICC ESR1398(2012 IBC)9/29/2013 Page 64 of 66 Amerimax Structural Properties of Beams,Fascia,Panels and Rafters for Use by Design Professionals ASSUMES FULL LATERAL BRACING Max Allowable Max Allowable Moment(top In Moment(bottom Max Structural Element I(In^4)top In I(in^4)bottom compression in compression Allowable Flu or Fu Fty or Fy Fcy compression in compression (Ibf`ft) (Ibfft) Shear(Ibf) Material E(ksi) (ksi) (ksi) (ksi) Rafters 0.024"x2"x6.625"Aluminum Rafter 2.283 same 298 278 166 3004H34 10100 32 25 22 0.032x214.625"Aluminum Rafter 3.072 same 563 504 398 30041-134 10100 32 25 22 0.040"x2"x6.625"Aluminum Rafter 3.873 same 866 801 784 30041-134 10100 32 25 22 0.042"x3"x8"Aluminum Rafter 7.907 same 1164 1038 747 30041-134 10100 32 25 22 0.024"x3"x3"Aluminum Rafter OA46 same 130 124 380 3105H25 10100 23 19 17 0.040"x3"x3"Aluminum Rafter 0.754 same 389 343 1506 3105H25 10100 23 19 17 I` Solid Panels 0.018"x2.5"x6"Aluminum Panel 0.265 same -138 10g 779 30041-136 10100 35 28 25 N 02 2 15 0.024"4.5"W'Aluminum Panel 0.353 same 253 169 927 30041-134 10100 32 25 22 0.032"x2.5"x6"Aluminum Panel 0.471 same 385 253 1236 3004H34 10100 32 25 22 0.036"x2.5"x6"Aluminum Panel 0.63 same 439 301 1391 3004H34 10100 32 25 22 5git)NAL P(1 /yam 0.018"x3.5"x12"Aluminum Panel 0.545 same 316 352 450 30041-136 10100 35 28 25 0.024"x3.5"xl2"Aluminum Panel 0.727 same 409 473 536 30041-134 10100 32 25 22 0.032"x3.5"xl2"Aluminum Panel 0.969 same 568 692 715 3004H34 10100 32 25 22 0.036"x3.5"xl2"Aluminum Panel 1.09 same 652 808 804 3004H34 10100 32 25 22 EXP.613012017 0.018"x2.5"x12"Aluminum Panel 0.25 same 184 141 246 30041-136 10100 35 28 25 0.024"x2.5"x12"Aluminum Panel 0.334 same 315 241 584 3004H36 10100 35 28 25 d'T� Civil- 0.032"x2.5"xl2"Aluminum Panel OA45 same 484 371 1384 30041-136 10100 35 28 25 0.036"x2,5"x12"Aluminum Panel 0.501 same 511 392 1970 3004H34 10100 32 25 22 0.018"x2"x6"Aluminum Panel 0.154 same 133 150 528 30041-136 10100 35 28 25 0.024"x2"x6"Aluminum Panel 0.205 same 196 207 629 30041-134 10100 32 25 22 4pFESSI 0.032"x2"x6"Aluminum Panel 0.273 same 294 318 838 30041-134 10100 32 25 22 ,p Q'' N) 0.036"x2"x6"Aluminum Panel 0.307 same 333 382 .943 30041-134 10160 32 25 22 Aluminum Headers -t 0.042"x3"x8"Aluminum Header 7.907 same 1164 1038 747 3004H34 10100 32 25 22 Double 0.042"x3"x8"Aluminum Headei 15.814 same 2328 2076 1494 30041-134 10100 32 25 22 * 1 Double 0.040"x2"x6.625"Aluminum Header 7.746 same 1732 1602 1568 3004H34 10100 32 25 22 - CAL1F� Aluminum Fascia California Extruded Fascia 3.09 same 1160 1536 5478 6063T6 10100 30 25 25 OCT 02 2013 Classic Extruded Fascla 6.03 same 3089 3842 13837 6061T6 10100 38 35 35 5.5"Extruded Fascia 3.46 same 1554• 1538 3414 6105T5 10100 38 35 35 Alaskan Fascia 3.95 same 2349 1905 4963 6105T5 10100 38 35 35 4"x3"(beam 3.617 same 2445 2580 2106 6063T6 10100 30 25 25 7"x4"(beam 13.857 same 6718 6718 4244 6105T5 10100 38 35 35 Steel Headers 0.041"4"x3"Steel Cloveriea 0.77 same 1028 1028 6694 ASTM A653 Grade 40 29000 55 40 Double 0.041"x3"x3"Steel Cloverlea 1.54 same 2056 2056 13388 ASTM A653 Grade 40 29000 55 40 12 Gauge Steel C Beam 13.28 same 8549 8549 11504 ASTM A653 Grade 50 29000 65 50 16 Gauge Steel C Beam 7.46 same 4805 4805 2394 ASTM A653 Grade 50 29000 65 50 Double 12 Gauge Steel C Bearr 26.56 same 17098 17098 23008 ASTM A653 Grade 50 29000 65 50 Mlsc7-2012 Double 16 Gauge Steel C Beam 14.92 same 9610 9610 4788 ASTM A653 Grade 50 29000 65 50 ICC ESR1398(2012 IBC)9/29/2013 Page 65 of 66 1 r . n m CONSTRAINED REQUIRED SLAB AREA PER POST FOOTING SIZE- (SQUARE FEET) N d (IN) CONCRETE SLAB THICKNESS (IN) 3.5" 5.5" 7.25" 9.25" N 20 26 17 13 10 W 21 31 20 15 12 22 36 23 17 14 23 41 26 20 16 24 47 30 23 18 25 54 34 26 20 26 61 39 30 23 27 70 44 34 26 28 78 50 38 30 29 88 56 42 33 30 98 63 48 37 31 110 70 53 41 . 32 122 78 59 46 33 135 86 65 51 34 149 95 72 56 35 164 104 79 62 36 180 115 87 68 37 198 126 95 75 �. 38 216 137 104 82 39 236 150 114 89 40 257 163 124 97 41 279 178 135 106 42 303 193 146 114 43 328 208 158 124 44 354 225 171 134 45 382 243 185 145 46 412 262 199 156 47 443 282 2.14 168 48 476 303 230 180 49 511 325 247 193 50 547 348 264 207 Amerimax Exterior Home Products 28921 US Hwy 74 yy �'�� z Romoland, CA 92585 m � N Carl Putnam, P. E. ° A�'a 3441 Ivylink Place N A. ". Lynchburg, VA 24503y- -� MiscB-2012 W q