The URL can be used to link to this page

PMT16-02066 City of Menifee Permit No.: PMT16-02066 29714 HAUN RD. Type: Residential Addition <1--CCEL/> MENIFEE,CA 92586 MENIFEE Date Issued: 06/30/2016 PERMIT Site Address: 30234 STAGE COACH RD, MENIFEE, CA Parcel Number: 358-430-023 92584 Construction Cost: $2,400.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL 12'x 25'SOLID ALUMAWOOD PATIO COVER WITH 2 FANS Work: Owner Contractor RAY&SUZIE TABITA T F MEADOR CONSTRUCTION 30234 STAGE COACH ROAD PO BOX 713 MENIFEE,CA 92584 WILDOMAR, CA 92595 Applicant Phone: 9518376180 GINA MEADOR License Number:639087 T F MEADOR CONSTRUCTION PO BOX 713 WILDOMAR, CA 92595 Fee Description Oft Amount fEl Receptacle, Switch, Outlet&Fixture 2 121.00 Building Permit Issuance 1 27.00 Deck/Patio,non-standard 1 133.00 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 1.00 General Plan Maintenance Fee-Building 1 6.65 General.Plan Maintenance Fee-Electrical 1 6.05 $295.70 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Permit_Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects I hereby affirm under penalty of perjurythat I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law). Chapter9(commencing with section 7000)of Division 3 of the Business and D I am exempt from licensure underthe Contractors State License Law for Professions Code nd my license is in full f nd effect the following reason: License Class License o. By my signature below I acknowledge that,except for my personal residence Expiresq /,3fflSignatu in which I must have resided for at least one year prior to completion of improvements covered by this permit.I cannot legallysell a structure that I WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in Its entirety by D I hereby affirm under penalty of perjury a of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of con ant of self-insure for workers 7044 of the Business and Professions Code,is available upon request when compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website: by Section 3700 of the Labor Code,for the performance of work for which www.legInfo.ca.goy/caIaw.html.permit is issued. Policy It Date D I have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Code,for the performance of the work for which a By my signature below I certify to each of the following:I am the property this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number are: application and the information I have provided is correct I agree to comply with all applicable city and county ordinances and state laws relating to Carrier building construction.I authorize representatives of this city or county to Policy p Expires enter the above identified property for inspection purposes. (This section need not to be completed is the permit is for one-hundred Date `doolllars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT Xyp 1 certify that in the performance of the work for which this permit is issued, i shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE p workers compe U n laws of Californ%risions. e that if 1 should become HAZARDOUS MATERIAL DECLARATION subject to t workers •am Ensation� Section 3700 of the Labor Code,I sh farthw' o ly/y/lit �h Will the applicant or future building occupant handle hazardous material or a Applican- r // Date mixture containing a hazardous material equal to orgreater thatthe _ amounts specified on the Hazardous Materials Information Guide? WARNIN :FAILUR O SECURE WORKER'S COMPENSATIO 'COVE G IS ❑Yes ONO UNLAWFUL,ANO HALLSUBIECTAN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building AND CIVIL FINE&UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines CONSTRUCTION LENDING AGENCY Dyes ONO I hereby affirm that under the penalty of perjury there Is a construction Will the proposed building or modified facility be within 1000 feet of the lending agency for the performance of the work which this permit is issued outer boundary of a school? (Section 3097 Civil Code) ❑Yes ONO OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of California Health&Safety Code,Section 25505 and 25534 concerning Contractors License Law for the reason(s)indicated below by the hazardous material reporting. checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 DYes ONO Business and Professions Code).Any city or county that requires a permit to Date construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER OR AUTHORIZED AGENT issuance,also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRP) License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978 and the basis for the alleged exemption.Any violation of Section 7032.5 by residence or childcare facility to be RRP-certified firms and comply with an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property than($500). managers who do the paint-disturbing work themselves or through their o 1,as owner of the property,or my employee with wages as their sole employees.For more Information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.epa.eov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323). Code,The Contractors State License Law does not apply to an owner of a a An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees'or personal effort,builds or improves the property provided that the improvements are not intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of Firm Certification No.: completion,the Owner-Builder will have the burden of proving that it was not built or improved for the purpose of sale. D No EPA Lead-Safe Certified Firm is required for this project because: a I,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RAP rule please fill out the RRP Acknowledgement. BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION Menifee DATE PERMIT/PLAN CHECK NUMBER -Q TYPE: O COMMERCIAL )(RESIDENTIAL 0 MULTI-FAMILY 0 MOBILE HOME O POOL/SPA 0 SIGN SUBTYPE: O ADDITION O ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL NEW O PLUMBING O RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK 2 Z I l I I.I.eC �ca1, 22 (� l� PROJECTADDRESS oz3 �' Ll-e�, CA 2 8 ASSESSOR'S PARCEL NUMBER LOT TRACT OWNER NAME t ADDRESS �023 C I kt 9z ,ding 8 Safety D pt. PHONE 22 ` EMAIL JUN 3 0 2016 APPLICANT NAME 1 ADDRESS L` CiI PHONE � ' '/ - �� I EMAIL CONTRACTOR'S NAME Ne&VT OWNER BUILDER? O YES eVINO BUSINESS NAME �, o7 � �� II - ADDRESS .0 ' id a ) IN I,l 2S ^ PHONE 7��I C7,� (7O EMAIL 'T� ah(30 •C CONTRACTOR'S STATE LIC NUMBER 6:;3 9 08 9 LICENSE CLASSIFICATION VALUATION$ SQ 12 ,:S LSO FT . to `5 APPLICANT'S SIGNATUR i DATE O 6!Ii JVA DEPAR7MEM DISTRIBUTION /' CITY OF MENIFEE BUSINESSLICENSE NUMBER BUILDING PLANNING ENGINEERI FIRE GREEN � SMIP INVOICE ��Q PAIDAMOUNT �'�I] AMOUNT O�- 1� O (',JI"to' 10 0CASH 0CHECK# 0CREDIT CARD VISA/MC PLAN CHECK FEES PAIDAMOUNT OCASH 0CHECK# OCREDITCARD VISA/MC OWNER BUILDER VERIFIED OYES O NO DLNUMBER NOTARIZED LETTER O YES O NO City of Menifee Building&Safety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777 www.cityofinenifee.us Inspection Request Line 951-246-6213 I � O r LEDGER & TRACK INSPECTION REQUIRED wa —5kt pity of Menifee s Cr Y0 v5z' Building &Safety Dept. �Ivit w fte r �/ JUN 3 0 2016 s Received CA- q -2-g $CITY OF MENIFEE BUILDING AND SAFETY DEPARTMENT PLAN APPROVAL I REVIEWED BY -LjAq* to L�Xh Iv I DATE "Approval of these plans shall not be construed to bea permit for,or an nnc o approval of,any violation of any proyicif rtie hderal,spEe or eitq—✓ II regulations and ordinances. This set of approved plans must be kept on the jobsite until completion. f UNITED DURALUME PATIO COVER, CARPORT AND COMMERCIAL STRUCTURE ENGINEERING (2012 IBC) PAGES DRAWING SECTION DESCRIPTION Low Wind Solid Cover Structures LEDGER & TRACK 1 PROFESSIONAL ENGINEERING STAMPS AND TRIBUTARY WIDTH DIAGRAM 1 GENERAL NOTES INSPECTION REQUIRED City of Menifee Building & Safety Dept. JUN 3 0 2016 CITY OF MENIFEE Received — #A1VDSAFM DEPARTMENTBUILDING Q�CFESSIpN >- SOLID COVER COMPONENTS AND CONNECTION DETAILS �v0 �PU 2 PAGE STRUCTURAL CONFIGURATIONS PLAN APPROVAL o m 9 PAGES COMPONENTS/CONNECTION DETAILS 8 Vf 1 3 PAGES SOLID COVERS 4.0 PANEL SPANS FOR PATIO,CARPORT AND COMMERCIAL STRYNME0Ii't p2615Cl * I J, 12 PAGES 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS �CAliFO�� ✓ royal d*WOMshall not be constnkd1XbeaPW**'or an LLB App ord. DEC 18 2013 2PAGES MIsc1.DWG 7.0 MISC DETAILS approval of,anyviolationofanyprouisionsoofytl+eplilans ,must s� keptonthe 1 PAGE Misc2.DWG 7.0 FAN BEAM DETAILS regulations and ordinances. This set ofapp ed 1 PAGE Misc3 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 0bslte untiitompletion. 1 PAGE Misc4 7.0 CONCRETE FOOTING OPTIONS l 1 PAGE Misc6 7.0 FORCES ON EXISTING STRUCTURES 1 PAGE Misc7 7.0 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS 1 PAGE Misc8 7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS December 11,2013 �Sg10N y G o U C 8 3,Q 6 0120)7 i fT �I IL qTF F IIFD�� JUN 03 2015 0 p0 LICFy ' PROFESSIONAL ENGINEERING STAMPS PAGE ANQ,,\NEE T ; ` '�+ ��P ' gsl►, QP�O PRGPFSS�1 TRIBUT RY WI H DIAGRAM 9T, 3835 / k �r ENGINEER oy f cA�- o P �....:... .... . .. i a O rOFESSION - r PUTN'-14 . .............r... / fr\L ,(ii ly �PLU PROFFy, y�o SQL PUTyc� )f xp.12131 u 3 m CIVIL C v [g t 7 f- '580 * EXF'b-30- 1 . ' N '.'.•'I � �� rlrrr,r �.�\I �R ��: ' r,f I ..., S i ��.. '•� .•v` RFGON O \ 0.AEk/CO _ LICENSED •••. - __ r ��ms Al �.� �n3 e _ c� = e PROFESSIONAL••% = i CP' ' NAM r' 1703 NGINc' 062-05 1023 E1:PIRES 2:-';/ hi Pd y Q� �� y �7` 45750 r�Q•` .9j ............. EXPIPUIONDATF 1= ....... ' 1/ � 1 14 1EG•��`` ' `'� . Af 09FOF \OPn AR A ASl; FKE �G � .. t* ?0 f ARL 16.1ti : — THESE DRAWIN N_ \ IGEMSED I ._* TNAM * /ii ,_ \\\\\�an511YlFfVlfifiT STRUCTURES I l NGI $EER L �� 24657 ;1; A" PROJECTION — PROJECTION PROJECTION No. 1r.3vish t �, �/ ENSE.•' •��.' �`` �YIf r WALL HEADER #ik•2 yA WALL HEADER ]� // •S% ]r )"'!r'r TRIH WIDTH I—TRIB WIDTH —T ., TRIH WIDTH - "' tiTRIH WIDTH TRIB WIDTH �'--L112 L2(2-� OVERHANG OF LO L_ OVERHANG I— /. \ V/ //i '•'^'z �- -U2 9 L1 L2 EXISTING = tic n No.3 62 STRUCTURE EXISTING �� S INIE GiNEFA J STRUCTURE �` c�S\ONAL ems- PROJECTION ` HEADER T #RIH�— HWIDTH #0H �yo��PU R �/C`w ��P M itlT�� ;�`11 `' I••`.�� i/ 1 9 FOQ a\ PUONg F o OAP 11931 : 0ir- t - U2 -� _ _ ASS I On q .Y ;�� <<'. - s �I :I " o _ 87 .. .. 16 pj 8 3 n m 7 ° Gr RL Fn `` - ,Ii1L ,GT gTFO 1F ,/ :`N� y: - - • JUN 03 2015 CI d O \P WY M\ /�/ ...�;`�� ,: `10J'•. 'L2. $ . •. �' '` 1 ; CALIF r/flSllti DEC 182013 _OKLa4 � ' >F'1 ' �� [CC ESR 2676(2012 IBC) 12/11/2013 Page 1 of 74 `'} I I I I I i FNC;INFFRS STAMP GENERAL NOTES: B. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER(EXTERIOR EXPOSURE)AS PER IBC SECTION 1403.2 AND/OR 1503,WHICHEVER IS 1. DESIGNED IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE. MORE APPROPRIATE. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2010 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 9• ALL STEEL SHALL BE GALVANIZED PER ASTM A-653 G90,A123 G45 ORA153 B 3,PAINTED PERASTM A755 OR PROTECTED WITH AN APPROVED COATING 20 OF THE INTERNATIONAL BUILDING CODE. _ COMPLYING WITH IBC SECTION 2203.2. 3. DESIGN LOADINGS:Ct=1.2,1=1.0,Ce=1.0(ALL EXPOSURES EXCEPT B AND C WHEN LOCATED TIGHT IN AMONG CONIFERS) 10.ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 3004H2x ALUMINUM MAY BE SUBSTITUTED FOR 3004H3x. GROUND SNOW LOAD DESIGN LOAD 10 PS 10 PSF LIVE LOAD ONLY 11.STEEL FASTENERS SHALL BE EITHER STAINLESS(3000 SERIES),GALVANIZED OR DOUBLE CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED 20 PSF 20 PSF LIVE LOAD ONLY GLLVANIZED,MECHANICALLY GALVANIZED,ZINC ELECTROPLATED,ALUMINIZED OR 300 SERIES STAINLESS STEEL CONCRETE ANCHOR BOLTS ARE 25 PSF 21 PSF DESIGN ROOF SNOW LOAD SPECIFED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSI/ASME STANDARD B18.6.1 AHD AND AFBPA NDS-1211.1.4.ALL LAG SCREWS 30 PSF 252 PSF DESIGN ROOF SNOW LOAD ANSI/ASME 1318.2.1 AND AF&PA NDS-1211.1.3.ALL STEEL WASHERS TO BE ASTM F844 W/DIMENSIONS IN ACCORDANCE WITH ASME 818.221.TYPE A. THE 40 PSF 33.6 PSF DESIGN ROOF SNOW LOAD MINIMUM WASHER DIAMETER SHALL BE I'FOR BOLTED CONNECTIONS. ALLSTEEL NUTS TO BEASTM A5W. SCREWS AND BOLTS SHALL HAVE A MINIMUM 60 PSF 50.4 PSF DESIGN ROOF SNOW LOAD EDGE DISTANCE OF 2X FASTENER DIAMETER FOR D.25112<SLOPE<1/12 12.EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. WIND SPEEDS IN THE 2012 IBC ARE'ULTIMATE DESIGN WIND SPEED.'ALL STRUCTURES DESCRIBED IN THIS REPORT ARE 13.HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST.(EXCEPT FOR FULL STRENGTH DESIGNED USING PRESSURES CALCULATED FROM'ULTIMATE DESIGN WIND SPEEDS'FOR RISK CATEGORY II. FORATTACHED SPLICES)FULL STRENGTH SPLICES(DETAILS X,Y.Z AND AA)MAY BE LOCATED ANYWHERE. STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FORALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER HIGHER Krt VALUE(ISOLATED HILLS,RIDGES,ESCARPMENTS)WILL REQUIRE 14. ALL SELF GRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICG ESR 1730,2188 OR EQUIVALENT AND USE HEADS W!DIAMETERS EQUAL TO HIGHER WIND LOADS ASPER ASCET-10 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. #8-k.#10=j",#12=J'AND#14=J ORSTEELWASHERS OF SIMILAR DIAMTERANDAS PER GENERAL NOTE#11 NOTE:EXPOSURE B:SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY 8(URBAN AND SUBURBAN AREAS, 15. STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER WITHOUT APPROVAL OF THE CODE OFFICIAL WOODED AREAS,OR OTHER TERRAIN W/NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER)PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT LEAST 1600 FT. 16.ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION IN IBC SECTION 1505.2. EXPOSURE C:SHALL APPLY WHEN EXPOSURE B AND D(SMOOTH MUD FLATS,SALT FLATS,UNBROKEN ICE AND OTHER)DO NOT. 17. AT LEAST ONE HORIZONTAL DIMENSION(PROJECTION OR WIDTH)OF COVER SHALL BE LESS THAN 30. SEISMIC LOADING 18.WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS(OTHER THAN ALUMINIZED OR GALVANIZED STEEL)OR ABSORBENT MAXIMUM Be=150%SHOWN IN 2012 IBC FIGURE 1613.3.1(1) BUILDING MATERIALS,UKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET,THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN Ss>150%ARE NOT REQUIRED AS PER ASCE7-1012.8.1.3 ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL SECTION M.7. Si NOT APPLICABLE TO THESE STRUCTURES SITE CLASS=D 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK,THE MAXIMUM DEAD LOAD+SNOW/LIVE LOAD FROM THE PATIO COVER IS BASIC SEISMIC FORCE RESISTNG SYSTEM 750 LBS CONCENTRATED LOAD AT EACH POST AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FORATTACHING TO A CONCRETE SLAB.THE POSTS EMBEDDED INTO FOOTINGS=ORDINARY STEEL MOMENT FRAME»R=1.25 MAXIMUM CONNECTION UPLIFT LOAD IS 1366 LBS FOR 115 MPH EXP C WIND SPEED.CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12 FT POSTS SJRFACE MOUNTED=GENERIC SYSTEM»R=1.25 FROM GRADE.THE EXISTING DECK STRUCTURE MUST BE ADEIUATE TO SUSTAIN THESE ADDITIONAL LOADS.THE STRUCTURAL ADEQUACY OF THE DECK ANALYSIS PROCEDURE=EQUIVALENT LATERAL FORCE PROCEDURE TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL MS. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A CONCENTRATED 300 LBF LOAD. 20. All structures must comply with one of the following: a. All structures with a roof snow load of 30 psf or less maybe built in Seismic Design Category(SDC)A43 up to the maximum Be noted In General Note THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED IN IBC SECTION #3. 1605.3.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATO COVERS RESISTING WIND OR SEISMIC FORCES. b. Structures with Oat roof design snow leads over 30 psf complying with IBC Section 1613.1 Exception#1 do not require additional seismic analysis. c. Structures not complying with(a)or(b)require additional engineering seismic analysis. 4.THIS ENTIRE ENGINEERING PACKAGE,IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FORA BUILDING PERMIT MUST INCLUDE: 21 DRIFTING SNOW IS ADDRESSED IN DETAIL a.GENERAL NOTES(2 PAGES) M4. SLIDING SNOW IS BEYOND THE SCOPE OF b.STRUCTURAL CONFIGURATIONS(1 PAGE) THIS REPORT. �CpESS/QAr c.RAFTER SPAN TABLES(FOR LATTICE STRUCTURES),PANEL SPAN TABLES(FOR SOLID COVER STRUCTURES)OR BOTH Q (FOR COMBINATION STRUCTURES) 22. ALL MULTISPAN TABLES AND DETAILS d.HEADER POST SPACING,FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD ASSUME EQUAL SPANS WITH LONGEST SPAN =5 U'r' a.ALL APPROPRIATE DETAILS TO SHORTEST SPAN RATIO OF 1.2. ALL f.OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. SACTCI SPANS MUST BE BASED ON LONGEST $ n rr1 Q NC, 5. CONCRETE MIX: Fc=2500,30DO OR 35M PSI FOR 28 DAYS IN NEGLIGIBLE,MODERATE,AND SEVERE CONDITIONS AS SHOWN IN GENERAL NOTES FOR LATTICE STRUCTURES: * �/We * C 1 FIGURE 19042 OF THE 2012 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS(DETAILS 28, VIL�J AQ AND AO)WHEN THE POST LOAD IS 750 LBF OR LESS AND THE FROST DEPTHE IS ZERO. CONCRETE SHALL BE A MINIMUM OF (PERTAINS TO LATTICE STRUCTURES(DETAILS 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6'OF POSTS. POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR 1-41) CI C�`P 012 7 EXPANSION JOINT OFA SLAB. 1. SEE GENERAL NOTES#3 FOR LIVE AND / SNOW LOADS. C6. HAVEAS\FOB IS15W PIOUNDS NGS PERBEEN SQUARE FOOT. LATERAL BEARING PRESSUDESIGNED FOR CLASS 5 SOIL FROM TBRE IS 100 PSF/FTAND IS DOUBLED PER SC FOUNDATION18062 OF 2012 IBC.ALLOWABLE SECTION 806.3.4.E 2. SINGLE SPAN LATTICE STRUCTURES THAT DO DEC 182013 s/gpFC THESE DESIGN VALUES DO NOT APPLY TO MUD,ORGANIC SILTS,ORGANIC CLAYS,PEAT OR UNPREPARED FILLS AND MAY NOT USE DETAIL 27 MUST USE DETAIL 17 OR 30 FCAL REQUIRE FURTHER SOIL INVESTIGATION.THE BUILDING OFFICIAL MAY ASSIGN A LOAD BEARING CAPACITY. UNITS IN ROOF AND MUST COMPLY WITH TABLE L1 AND L2 ON SNOW/UVE LOAD AREA OF 25 PSF OR LESS MAYBE BUILT ON 1000 PSF BEARING SOIL W/O ADDITIONAL ENGINEERING. MINIMUM SHEET MISC5. FOOTING DEPTH IS THE LOCAL FROST DEPTH. 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF MOTOR VEHICLES. CARPORTS JUN 03 2015 MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. ]CC ESR 2676(2012 IBC)12/11/2013 Page 2 of 74 ENGINEERS STAMP SOLID PATIO TYPES ATTACHMENT CHANNEL ATTACHMENT CHANNEL - ALUMINUM SEE DETAIL ALUMINUM SEE DETAIL IF WIDTH IS AT LEAST 100% OF PROJECTION ROOF PANEL WIDTH MUST BE AT LEAST ROOF PANEL THEN DETAIL AN IS NOT REQUIRED SEE SCHEDULE 100% OF PROJECTION SEE SCHEDULE DETAIL AO OR AO MAY BE USED FOR SPANS WIDTH FOR SPANS WIDTH D. OVERHANG VARIES, SEE SCHEDULE 1 O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE) SEE DETAIL FOR SPLICE 1 1/2' SQ. SCROLL POSi�` EE SCyED L PROJECTION 1 1/2' SD. SCROLL POSTS ES SCPACING PROJECTION NeauLe MAY BE USED WHEREMENT py NOT 7-0 EXCEEa ALTERNATES p ClllllEfa 25i PERMITTED. 2q• CONCRETE SLAB REQUIRED SINGLE POST T SpgCt• SEE SCHEDULE FOR CONSTRAINED SEE SCHEDULE N TE ��-�j O NO SPLICE AT HI POST AND AT END BAYS. SEE SHEFOTINGS ETOMISCB OTE NO SPLICE AT THIS FOOTINGS WHERE REQUIRED ' POST AND AT END SEE SCHEDULE FOR CUBED SEE SCHEDULE FOR CUBED FOOTING SIZE ~ FOOTING SIZE Al ATTACHED SINGLE SPAN 12' MAX HIS T FOR 61 ATTACHED MULTISPAN PATIO COVERS �pFESS(pN 15' MAX HEIGHT FOR OTHERS 5`� P� pu c� MAX PANEL OVERHANG MAX HEADER MAX PANEL OVERHANG T ALUMINUM IS 25%OF PANEL SPAN OVERHANG ALUMINUM IS 25%OF PANEL SPAN U n m ROOF PANEL IS 25%OF POST ROOF PANEL —+ 18 SEE SCHEDULE SPACING SEE SCHEDULE FOR SPANS FOR SPANS * 0-2 15 WIDTH WIDTH MAX HEADER OVERHANG I OPTIONAL, DIM 25%OF POST SPACING CIY O.H. VARIES, SEE SCHEDULE ICAL\FpC�� SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE Sp DEC 18 2013 POST PROJECTION PpSp'qS SQ. POSTS, SIZE VARIES SEE S HfDV�f SO. POSTS, SIZE VARIES SfE SCyEDurE PROJECTION 5\ONAL FN ON �� PU CONCRETE SLAB � � CONCRETE SLAB REQUIRED J Q GP P REQUIRED FOR FOR CONSTRAINED CONSTRAINED OTE NO SPLICE AT THIS FOOTINGS ! OTE NO SPLIC I AT THIS B 1 FOOTINGS POST AND AT END BAYS. SEE SHEET MISCS POST AND AT EIp BAYS, SEE SHEET MISCB ( _ I .. P. /30I O u I SEE SCHEDULE FOR CUBED ✓ ✓ ~, ' FOOTING SIZE CIVI7� 1/25c9•STEE 1/2'x9'STEEL OFCA REBAR OR BOLT REBAR or BOLT C1 FREESTANDING W/CANTILEVER OPTION D1 FREESTANDING MULTISPAN JUN032015 ]CC ESR 2676(2012 IBC)12/11/2013 Page 27 of 74 FN(:INFFRR STAMP SOLID PATIO TYPES PANEL DETAILAR,BC,BE,M5 PANEL DETAIL AR,SC,BE,M5 HEADER HEADER DETAILS: PANEL:E.F,G.H.I SPLICE HEADER:J,K,L.M,N,O,P, SPLICE POST O,R,S,T,U,V,W,AU \ DETAIL K,M,S.U,V,W.AT, POST:AE,AH,AK,AF,AL,A•I AO MULTISPAN POST DETAIL K,M.S,AT, AU,AN,AX,AY,AZ AU,AW,AX,AY,AZ POSTS FOR FREESTANDING AND MULTISPAN UNITS: AF AND AK(STEEL ONLY) a L YJ SPLICE:X,Y,Z,AA DETAILS AN,AO,AO,M6,M7 -1' DETAIL AN,M7 . A2 ATTACHED SINGLE SPAN 12' MAX HGT FOR B2 ATTACHED MULTISPAN PATIO COVERS 15' MAX HEIGHT FOR oFESSlO OTHERS Uy�oGQ1 PU PANEL PANEL Fcm ' ALUMINUM P* g g n * .0-2015 HEADER HEADER / CI �1C CALIFC�� SPLICE SPLICE DEC 18 2013 DETAIL K,M,S,U,V, ,AT, DETAIL K,M,S,U, W,AT, FREESTANDING POST AU,AW A%,AY,AZ FREESTANDING/MULTISPAN POST AU,AW,AX,AY,AZ s1p L C . A 364120117 DETAIL AN,M7 1/2k9'STEEL DETAIL AN,M7 STq �'IVtL ��P REBAR or BOLT OF CAl1FC� C2 FREESTANDING W/CANTILEVER OPTION D2 FREESTANDING MULTISPAN Jury os zols ICC ESR 2676(2012 IBC)12/11/2013 Page 28 of 74 ENGINEERS STAMP O3" x 12" "W" PANEL O 2 2' x 24" TRI-PANEL (ALUM.ALLOY 3004-H34 OR EQUAL) (ALUM.ALLOY 3004-H34 OR EQUAL) ECORATIVE PANEL(OPTIONAL) 0.018'ALUM 3003-H14#8 g�'LG.S.M.S.(a�12'O.C. 075"� BE CHARTT 49oFr4D10LE 0.786' . 11, 0.68" 0.1' I I 25" 6' —7 r— FASTENER85CHEDULE 2.50' 2.5 0.25" 0.381 0. I I 3.00' II SEE CHART14.9 or 4.10 `` II I 24• #8 SMS @ 36'O/C .06"J 0.77" I 075' ALUM.ALLOY ALONG PANEL LENGTH 12.00" 3" O 2.25" x 6" FLAT PANEL O 3" x 6" FLAT PANEL (ALUM.ALLOY 3004-H34 OR EQUAL) (ALUM.ALLOY 3004-H34 OR EQUAL) Q�OFESSION 6.000, 6.000" .71'h 1.75° 1 - .71-I—r .75"r— V m 0.28' D.28" IT 1 0.32' 8 3 T I FASTENER&SCHEDULE - 0.28TJ � k 615 225' SEE CHART 4.9 or 4.10 1 r0.375" 3.0" FASTENER&SCHEDULE Cl J_ SEE CHART 4.9 or 4.10 CAL\FOB 0 375' t—{-o.75" DEC 18 2013 O 1—t-0.75" I 3" or 4" OR 6" INSULATED ROOFING PANEL ICC ESR 1599 ROOF SLOPE SHALL BE 1/4": 12"MIN. ��SS\ONAL ALUMINUM #14 SMS W/1.5'WASHER QUO F� SKINS #8 EMS@36'O/C SEE TABLES 4.20 OR4.21 FOR SPACING ALONG HEADER 68 3 n - P.6/ 0/p171 I SANDWICH SANDWICH * / 3'TG6' PANEL PANEL (MALE END) (FEMALE END) glFOp CAL\ ��\P IL JUN 03 2015 [CC ESR 2676(2012 IBC)12/11/2013 Page 29 of 74 ENGINEERS STAMP 3" SQ. STEEL BEAM DBL. 2" x 6.5" BEAM 3" x 8" BEAM DBL. 3" x 8" BEAM 3" x 8" BEAM (ASTM A653 GRADE 40) (ALUM.ALLOY 3004-H34 OR EQUAL) (ALUM.ALLOY 3004-H34 OR EQUAL) (ALUM. ALLOY 3004-H34 OR EQUAL) W/ STL. INSERT 3•SQ. �J L� �J I� �2"� �Z"� I-3.0'—I I-3.0' I I 3.0' I �3•� 0.048' 6.5' 6.5' T T 1 T 1 6.0" 0.042' j' D D42• 1 0.03 1 0'042• 1 8" DETAIL L (4)*14 SMS (4)914 SMS PER SIDE PER SIDE POST F OR STRONGER POST E OR STRONGER (DETAIL AJ) (DETAIL AE) DETAIL O �Oe PU E ® 0 O O 6" I-BEAM J 8 3 fn m * 15 (ALUM.ALLOY 6061-T6) 7" I-BEAM( CI, � \P 4" I-BEAM ALUM.ALLOY 6061-T6) � �I �� CALIF 4i 3 X 8 BE (ALUM. ALLOY 6061-T6) �-55. -� � STEEL INSERT I-4.5 —1 (ASTM A653 GRADE 50) — r °10" DEC 18 2013 —I I—0.10" 0.5" 0.110" _r oSSNONALE 0.060" 6.00' 7.00^ .125° 4.00" 61 1 7.875' —II—0.060 i 1 0.6° TrP zs —il P 6130 01� L87 6 Goo r6.oso• 1D°, �' I i 4 Gau 121aurlq OFCAL0.875, .15 JUN 03 2015 [CC ESR 2676(2012 IB 12/11/2013 Page 30 of 74 ENGINEERS STAMP SO 10" I-BEAM L02'r DBL. STEEL 3" x 8" C BEAM 5.50"(ALUM.ALLOY 6061-T6) 0.42 �- — --1 0.042°X3'Xe'ALUM T DETAIL L 3.0" 5 4• 0.72•t---{ 079' 26' STEEL C INSERT 11 DETAILO 8" 0.1411 O -3A5'—I EIGHT#14 SMS FOR EXTRUDED ALUM FASCIA FOOTINGS UP TO d=45" 10" 6063 T6 EIGHT 114"BOLTS FOR FOOTINGS UP TO d=42" TWELVE 114"BOLTS FOR FOOTINGS UP TO d=48" FOURr BOLTS FOR FOOTINGS UPTO d-03" EIGHT}'BOLTS FOOTINGS UP TO d=51' STEEL POST DETAILS AK FOR FOOTINGS 1.00'1 UP TO d=46"OR AF FOR LARGER evOFESSIQN 0.17 v?y�o° Pu i 8 3 m ILI 2015 I —y 1.25 CIWLJ/ 1.000 0.355--7 O —�—I 1.5" I KCAL* V DEC 18 2013 1.576 FASCIA 2.25 0.0780 R --{ (-- INSERT INSERT 0.625"--I �-- 5.563 6.375 0.040" 6.5' pF�SS\O P LT c� 0.065 R0.078 L_0.575 0.75'-I I—� QQ- G H FP 3.000 � _ 1.825 2' 0.25"T C 8 1 7 1 FASCIA * 12Q 7 I----4.510-- 2.875 r^3"—"j CIV O ROLL FORMED ALUM FASCIA 3004 H34 FO CAL\F EXTRUDED FASCIA W/EXTRUDED FULL LENGTH INSERT 6063T6 6063T6 JUN 03 2015 ICC ESR 2676(2012 IBC) 12/11/2013 - Page 31 of 74 GAV_INICCDC CTALAD DETAILS X, Y, Z AND AA ARE FULL MOMENT SPLICES O 7" x 5.5 I-BEAM SPLICE 6061T6 ® 6" x 4.5 I-BEAM SPLICE 6061T6 38' 3/8'080LTS 1' 16" 1'1' i6' 1 (9-TOTAL) 32' 3/8"0 BOLTS $ '0• 1-1 14' 1'1' 14' 1 (9-TOTAL) r 65' � + 80' 3 .125' I 78' YO 10" x 5.5 I-BEAM SPLICE 6061T6 40' 1/2'O BOLTS 1' 18• 1.1' 18' 1 (8-TOTAL) � N � 75 r.140" i + 9.66' QFypFESS10L LLJJ r + + + + Uy�OGal PO �u1m P 8 3 * azot5 OZ 4" x 2.375 I-BEAM SPLICE 6061T6 cl)� CAUFp� 79" 1/4'OBOLTS 1.60' 1' 7.5' 1'1' 7.5' 1 (8-TOTAL) DEC 18 2013 30" I .Ofi 1- t 3.87' I P BEAM SPLICES ARE ON 81 , BOTH SIDES OF WEB .6130 011 V civil l FCAL1Fp� JUN 03 2015 ICC ESR 2676(2012 IBC)12/11/2013 Page 32 of 74 ENGINEERS STAMP STEEL "T" BRACKET FOR 3" POSTS 3" SQ. ALUM POST AF SQ. STEEL POST ASTM A663 GRADE 33 ALUM.ALLOY 3004-1134 ASTM A500 GRADE B I- 5.5• —{ 3.00"SQ. -1 sns I I o.s 0.188•x3"x3' OJ— O 0.25'x3'Y3' 1.5' 1' O 3.0' 0. "x3"x3• 0.18s•x4"x4• O T ° O 0.186188•x5'x5' 4.0" I A � 0.188'x6'x6' 313" 1/4' —t 1-2.18"—� 0.70 .A. 3/e" 0.125" ® 3" SQ. ALUM POST WITH SIDE PLATES '41 ALUM "T" BRACKET ALUM.ALLOY 3004-H34 .090" BRACKET FOR 3" POSTS —3'—I 2-1 ALUM.ALLOY 6063-T5 .032" I #10 SMS 3.00" OR OFESSIO�y o2a^ @24"O.C.EA.SIDE 2.40" �oQ PU 6.5" 1.375" m 3„ J 8 3 A .75" L .032" * 0.I / 15 O� 1.60" %O ANCHOR BOLT C11 �\P 518"PLASTIC PLUG C.'Us i 1.50 DEC 18 2013 090"TYR 3" SQ. ALUM POST ALUM.ALLOY 3004-H34 3" SQ. STEEL POST ASTM A653 SS GRADE 40 0.032"x1.5"x1.5„ o��ss O A Ey 024"x 2"x2" POST AJ MAG POST -3" SQ. ALUM POST a 3.00" SQ. 933004H�344AALUM ALUM.ALLOY6063-T5 81 9 1.5I ' CIVI 1411R .040"ALUM EOFCA F TMP' .048"STEEL ° 075" ALUM. •28" JUN 03 2015 ICC ESR 2676(2012 IBC)12/11/2013 Page 33 of 74 ENGINEERS STAMP OST O CONC CONNECTION DETAIL AM IS NOT f EMBEDDED STEEL POST 1 SINGLES PANTATTACHED STRUCTURES URES ON OR LY USED in 130 mph Exposure B Areas STEEL POST ORNAMENTAL SCROLL STRAP DETAILS AF OR AK OR ALT.SOLID FILLER 1 1 SQ.OR 2'SO. 9, 12'O x 9'ASTM A615 GRADE 60 REBAR � O 0.060"6063T6 d" 16' IN alum"U'bracket EIGHT#14 SMS 3, a SCREWS EACH d: d BRACKET 2.5'min edge distance 4'CONCREfE SLAB s IOR 0 STAINLESS OR GALVANIZED KWIK BOLT d TZ( TTL—.ITT TZ(ICC ESR 1917)W/2'EMBED AND 1"0 WAS WASHER OR EQUIVALENT POST ON CONC. SLAB OR FOOTING FOR SINGLE SPAN ATTACHED STRUCTURES ONLY MAXIMUM ® ALSO.POST ALUM. FOUR SMS SCREWS EACH SIDE STD 3"ALUM OR STEEL BRCKT FOR FOOTINGS UP TO FESS/O S1� SEE DETAILS Al ORAG � a=3r y�oQVU Nq N� — 4'CONCRETE SLAB �$ G y OR FOOTING U 8 3 Q T C 8 ' 2w MIN J 0.2D15 .6/�0/2017 EDGE DISTANCE * \0 3/6"ORJ"O STAINLESS OR GALVANIZED HILTI KWIK BOLT CI'"�� P 69 TZ(ICC ESR 1917)W/2"EMBED AND 1"0 WASHER OR OFCAI.)F EQUIVALENT DEC 18 2013 Jury 03 2015 ICC ESR 2676(2012 IBC)12/11/2013 Page 34 of 74 ENGINEERS STAMP ROLLFORMED HANGER qS INSULATED ROOFING PANEL ALUM.ALLOY 3004-H34 HANGER AO Wx8" BEAM TO POST CONNECTION ALUM.ALLOY 6063-TS USING SIDE PLATES (SEE DETAIL AH) 0.5'MIN i — 2.740" A t 3"x8"x .042"ALUM BEAM / W/OR W/O STEEL C INSERT 3..2 0" T=.060' DETAILS L OR NOR4.200" ( ) SEE TABLES 4.20 OR 4.21 5^ wZ G#70BMS ¢a a F- SEE TABLE 7.5 FOR 12'OCC FOR DETAIL EFASTENER SCHEDULE 6OCC FOR DETAILS o (4)-#14 SDS @ EA. SIDE 6' /CC FOR DETAILSO OcaND H -1.880"—� SIDEPLATE TO HEADER 8 � a MIN 1" O/C SPACING (4)OR(5)#14 SIDS @ EA SIDE FOR 120 MPH EXP B "ON 0.51MIN 0.5'MIN SLAB" 24"o/c approx MATCH HEADER REQUIREMENTS USE (5)#14 SIDS FOR 120 MPH EXP C, 140 MPH EXP B "ON SLAB"OR&29" FOOTINGS CONTROL LOCK ® 3"X 3"ALUM. OR STEEL POST ALUMINUM PANEL 3" SQ. STEEL BEAMS ® (ASTM A653 GRADE 40) SEE TABLE 4.9 FOR FOUR 914 SMS PER HEADER �OFE3S/0N DETAILS U,V AND W FASTENERS 3"SQ. Q PU <� SPLICE U 1 `T FOUR#14 SMS EACH SIDE J '6 3 1"MIN4-- MAxFOOTING ISd=30' * 6-0Q-/2015 * o��SS�OPALT C � FCAVi C 81 9 0 0 1"MIN DEC 18 2013 * Ex .61 20� #14sms 0 B� STEEL HEADER - T CIVI ALUM POST DEWXW TAILJ STEEL POST DETAIL AF OR AK 0 CAUF DETAIL a JUN 03 2015 ICC ESR 2676(2012 IBC)12/11/2013 Page 35 of 74 ENGINEERS STAMP ® 3"X8" BEAM W/ STEEL INSERT TO POST USING ALUM. T BRACKET ® I BEAM TO POST CONNECTION FOUR#14 SMS FOR FOOTINGS UP TO d =25" SEE TABLE 4.9 OR 4.10 FOR EIGHT#14 SMS FOR FOOTINGS UP TO d =32" SCREW REQUIREMENTS °.625i^ - - - - - - - - - DETAIL AXIS ROOF PANEL 0 0 0 TY2 3 X.8"x .042" HEADER W/STEEL INSERT o QO _ _ _ _ _ _ NOT USED BOLT LAY OUT Four OUR#14 SMS 4 X3"ALUM I BEAM W/1"iWASHERSS TOP VIEW 6'X4"ALUM I BEAM 1'min 75c5.5'ALUM I BEAM o 'STEEL OR ALUM T-BRACKET BEAM o 0 1'min (Detail AI or AG) �lN- 1.5T"MIN I I I I STEEL BRACKET l i —Ili DETAIL AS 3"X 3" STEEL POST I I FOUR 45M5 11 it max footing sae is d=35" SIX 414 SMS STEEL POST,DETAIL AK--'- max footing sae is d=40' QRof SSION PU P� m O NOTCHED I BEAM TO POST J 8 3 n m CONNECTION * 0-2I15 SCREW LE 4.9 OR4.10 OR SEE ENTS CC FO��\P DEC 18 2013 DETAIL BA NOT FOUR 3/8'BOLTS FOR 7"1 BEAM FOUR 1/2'BOLTS FOR 10'1 BEAM USED ��Sg1^NAL F G 7'X5.5'ALUM I BEAM I QQ�GQ P 10"X5.5"ALUM I BEAM mE C 81 9 iNOTCH I BEAM FLANGE EX .6/3 20 'Y I TO CLEAR SO POST p CIV FOFCAUF DETAIL AF STEEL SQUARE POST JUN 03 2015 ICC ESP 2676(2012 IBC)1 211 1/201 3 Page 36 of 74 ENGINEERS STAMP Live/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS"L' PANEL TO EXISTING EAVE ROOF COVERING IS A MAXIMUM OF 3 PSF Solid Cover Wind SIZE EAVE OVERHANG C HEAVIER ROOF COVERING SHALL REQUIRE 24"O/C 6" 12" 18" 24" 30" CONNECTION ADDITIONAL ENGINEERING ANALYSIS 10 psf 2X4 25'-4' 18'-1" 10'-6" T-2" 3'-2" 115 MPH Exp B 2x6 264 25'-4' 25'-4' 20'-10„ 14'-W' 2X OF WOOD FASCI 20 GA ASTM A653 GRADE 33 STEEL BRACKET LathQe=120 C 2X8 25'-4' 25'-4' 25'-4' 25-4' 25'-4' FOUR WOOD SCREWS INTO RAFTER AND 10 psf 2x4 25-4' 15'-10" 9'-2° 5'+-4" 2l9" SEE GENERAL NOTE#8 ONE FASCIA RAFTER 130 MPH Exp B 2X6 25-4' 25-4' 264 18'-3" 13'-l" 0,019'ALUM OR 0,035' VINYL COVER La81Ce=140 C 2X8 25'-V 25'-4' 25-4' 25'-4' 264 #14X2-SCRFW " DF#20RBETTER 10 psf 2x4 25-4' 16-1" 8'-8" 5'-2" 2'-8" SEE TABLEN7.5 G 115 MPH E)p C ZX6 25'-4' 25'-4' 25'-0" 74' 12'-4" FOR SPACING 2x8 25'-4' 25-4' 25'-4' 25'!l' 24'-6" AR 20 GAUGE 10 psf 2x4 25-4' 13'-0" 7'-6" 4'-4" 2'-3" ASTM A653 130 MPH C 2x6 25'-V 25-4' 21'-6" 14'-10" 10'-8" GRADE 33 FACE OF EXIST. HANGER ANGLEW/4 WOODSTUDOR 2x8 25'-4' 264 25'-4' 25'-4' 2T-1" #8SCREWS BEARING WALL 10 psf 2x4 25'-4' 11'-9" 6-9" 4'-0" 2'-1" EXIST.EAVE 140 MPH Exp C 2x6 264 264 19'-6" 1T-6" 9-8" PROJECTION OVERHANG 2x8 264 25-4' 25'-N 25'-3" 19'-1" SEE PANEL 20 psf 2x4 18'-1' 0'-2" 5'-3" 3'-1" 1'-6" 140 MPH Exp C 2x6 18'-1' 18'-1' 15'-3" 101-T' 7-6" 2x8 18'-1' 18'-l' 18'-1' 18'-1' 15'-0" Q�pFE8Sf0� Live/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS"2' LEDGER TO STRUCTURE Solid Cover Wind 812E EAVE OVERHANG 8 A " CONNECTION 2a" 6- 12" 18" 24° 30" * 1s 10 psf 2x4 25'-0' 20'-9" 12'-0" 7'4" 3'-8" EXISTING 2x6 25'4 25'-O' 25'-0' 2T-10" 17'-l" CI SHEATHING Lattice=130 Exp C 2x8 2S-O' 25'-0' 25'-O' 25-0' 25'-0' CAIfi EXISTING OF WOOD SEAL TOP COMPLETELY 10 psf 2x4 20'-O' 19'-3" 1V-6" 7'-l" T-8" DEC 18 2013 FRAMED WALL CONTINUOUS 2"x6'DOUGLAS FIR 2x6 20'-0' 29-0' 20'-9 20'-9 16'-7" LEDGER OR PROVIDE SIMPSON Lattice=140 C 2x8 20'-0' 20'-0' 20'-0' 20'-V 20'-0' STRONG TIE MSTA36(ICC ESR 2105)AT SPLICE LOCATION 20 psf 2X4 18,-0, 11,-1011 6-101, 4,-1„ 2,-1„ COVER W/0.019"ALUMINUM 2x6 18'-0' 19-0' 18'-0' 13'-9" 9'-10" SSIONAL to ;? 1/4"LAG SCREW 2x8 18'-0' 18'-0 18 0 18 0 18 0 Q��FE U m SEE TABLE 7.7 FOR MAX 25 psf 2X4 18,-0, 11'-3" 6'4' T-9" 1'-10" RAFTER SPANS 2x6 18'-0' 18'-0' 18!-V 13'-0" V-T, 68 3 n c SEE GENERAL NOTE#8 US 18'-0' 1V-0' 18'-0' 18'-0, 18'-0' 30 psf 2x4 16'-0' 9'-2" 5'-1" 2'-9" 0'-0" 2x6 16'-0' 1&-0' 15'-4" 10'-4" T-Z' OR EQUALSTING US US 16'-0' 16'-0' 16'-0' 16'-0' 14'-9" jF Fc FCA�t 2.25"EMBED INTO WOOD FRAMING WITH MIN SG=0.5 JUN 03 2015 ICC ESR 2676(2012 IBC)12/11/2013 Page 37 of 74 ENGINEERS STAMP ��SS\ONAL i JUN 03 2015 o T ESSIo SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES QQ` N� FP Q�ypF 2.25"x6"Flat Panel(Single S an)Detail G 3"x12"W Panel(Single Span Detail E 2.5"x 24"Td Vee Panel(Single Span)Detail F 3"x6"Flat Panel(Single Span)Detail H A -PU Wind Ground Panel Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Ex P- O g pos a 1 Hrme 2y G' 2 Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B lExposure C Snow Load Gauge Exposure B Exposu C d m s in 110 115 110 115 ps in 110 115 110 115 (PSI) (in 110 115 110 115 (ps in 110 115 110 1 10 0.018 11'-2" 10'-101, 8'-9" 8'-4" 10 0.021 10'-8" B'-2" 6'-11" 6'-8" 10 0.018 6'-10" 6'-B" 6'-1" 6'-0" 10 0.018 IT-11" 12'-&' 11'-9" -3' LIVE 0.024 13'-9" 13'4" 72'4" 12'-1" LIVE 0.024 1V-3" 10'-11" 8'-10" 8'-8" LIVE 0.024 10'-T' 9'-0" V-2" 7'-10" LIVE 0.024 i6'- 5'3" 14'-6' rl qm * �0,/'/ 1 0.032 15'4" 15'-0" 14'-3" 14'-0" 0.032 13'9" 13'�" 12'�" 12'-1" 0.032 13'-0" 12'-9" 11'-9" N'-6" 0.032 19'0" B'-5" 1 16' CI Wti- I \Q•0.038 16'-2" 15'-10" 15-1" 14'-10" 0.044 1T-0" 16'-8" 15'-W 15'-1" 0.038 13'-0" 13'$' 12'-10" 12'-7" 0.038 2 -1" 19'-9" 8 9' 18'-6" h 50 20 0.018 8'-6" 8'4" T-10" 7'-7" 20 0.021 6'-5" 6'-2" S•5" 4'-5" 20 0.018 5'-11" V-10" 5'-5" 5'3" 20 0.018 1 '-9" -6" 9- 8'-11" ( )384-2514 CAL1Fp� LIVE 0.024 113" 11'-1" 1V-8" 10'-6" LIVE 0.024 6'4" 8'-1" 7'-1" 6'-8" LIVE 0.024 8'-0" T-11" T-5" T-2" LIVE 0.024 1 '-3" 1 ' 1 -8" -3" carloumamt3comwsLnet 0.032 13'4" 13'-1" 12'-7" 12'-5" 0.032 11'•4" 11'-1" 10'-8" 10'-6" 0.032 10'-9" 10'-7" 9'3" 9'-0" 0.032 15- 15.4" 14'-9" 14'-6" DEC 182013 0.038 14'3" 14'-0" IT-8" 13'-6" 0.044 14L2" 13L11" IT-5" 13'-2" 0.038 1T-1" 11'-11" 1V-6" 113" 0.038 1T-4" 1T-0" 16'-5" 16'-1" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#10 SCREWS 25 0.018 8'-0" 8'-2" T-B" T-6" 25 0.021 6'-2" 6'-W 5.3" V-3" 25 0.018 5-10" 5'-B" 5'-0" 5'-2" 25 0.018 10'-6" 10'-6" 9'-1" V-10" FOR PANELIHEADER COMBINATIONS Table 4.9 0.024 11'3" 11'-1" 10'-6" 9-3" 0.024 BLI" TAW 6'-11" F-6" 0.024 T-11" T-9" T3" T-1" O.D24 13'-0" 13'-0" 123" IV-1" Panel it of#10 screws Ez OOTtoattach aneltoheader 0.032 13'-4" IT-1" 12-5" 12'-2" 0.032 11'-1" 11'-1" 10'-6" "" 0.032 10'-7" 10'-7" 9'-1" 8'-10" 0.032 15'4" 15'4" W-6- 14'-3" Headers Gauge 1 1 2 I 3 1 2 3 14 2 � 3 I 4 I 5 0.038 14'-3" 14'-0" 13'-6" 13'-5" 0.044 IS-11" I T-11" 13'-2" 12-11" 0.038 1 V-11" I T-11" 1 T-3" 1 T-1" 0.038 17'-0" 1T-0" IVA" 15'-10" n 115 MPH Exp B 115 MPH Exp C 140 MPH Exp C 30 0.018 T-11" T-10" T-5" T-2" 3D 0.021 V-T' 5'-5" 4'-2" 4'-0" 30 0.018 6-6" 5'-5" 4'-9" 4'-8" 30 0.018 9'-0" 9'-2" 8'-8" 8'-5" Dble 2x6.625 0.018 3' 6' 9' 4' 6' MAX 3' 4' MAX MAX 0.024 10'-6" 9'-8" 9'-2" 8'-11" 0.024 7*4" 7'-1" 6'4" 6'-0" 0.024 T5" T-5" T-0" VAG" 0.024 12'3" 12'-1" 11'-8" 1T-6" RF Fascia 0.018 3' 6' MAX 4' MAX MAX3' MAX MAX MAX 0.032 12'-5" 12'-2" 1V-9" 11'-7" 0.032 10'-6" 9'-8" 9'-T' 8'-11" 0.032 9'4" 9'-3" B'-9" 8'-6" 0.032 14'-6" 14'3" 13'1113" 13'-7" 3x8 0.018 3' 6' 9' V 6' MAX 3' 4' MAX MAX 0.038 IT-6" 13'6' I T-O" 12'-9" 0.D44 13'-2" 12'-11" 12'-6" 12'4" 0.038 11'-3" 11'-1" 10'-9" 1 D'-7" 0.038 16'-1" 15'-10" 15'4" 15-1" All Others 0.018 3' 6' 9' V 6' MAX3' 4' MAX MAX 40 0.018 T3" T-1" 6'-10" 6'-B" 40 0.021 V-2" 4'-1" 3'-B" 3'-5" 40 0.018 4'-9" 4'-8" 4'-6" 4'4" 40 0.018 8'-7" 8'4" 8'-1" T-11" Dble 2x6.625 0.024 4' V MAX 6' 9' MAX4' 6' 8' MAX 0.024 9'-0" 8'-9" 8'-6" 8'-3" 0.024 6'-2" 5L10" 5'-5" 5'-2" 0.024 6'-11" 6'-9" 6'-W V4" 0.024 11'-2" IV-0" 10'-7" 10'-5" RF Fascia 0.024 4' MAX MAX 6' MAX MAX V 6' MAX MAX 0.032 11'-3" 11'-1" 10'-B" 10'-6" 0.032 9'-0" 8'-1D" 6'-6" 8'4" 0.032 T-T' V-5" V-1" T-11" 0.032 13'3" 13LI" 12'-6" 12'4" 3x8 0.024 4' 8' MAX 6' 9' MAX4' 6' 8' MAX 0.038 12'-5" 12'-3" 11'.9" 11'-7" 0.044 12'-0" 11'-10" 11'4" 11'-2" 0.038 9'-8" 9'-5" 9'-1" 8'-11" 0.038 14'-B" 14'-6" 13'-11" 13'-9" All Others 0.024 4' B' MAX 6' 9' MAX 4' 6' 8' MAX 60 0.018 6'4" 6'3" 6'-0" 5'-11" fi0 0.021 3'3" 3'-2" 2'-11" 2'-10" 60 0.016 4'3" 4'-2" 4'-0" 3'-11" 60 0.018 7'S" 7'4" 7'-1" 6'-11" Dble 2x6.625 0.032 5' 11' MAX 8' 11' MAX 5' 8' 10' MAX 0.024 7'-10" T-9" T-5" T4" 0.024 V3" V-1" T-9" V-8" 0.024 5'-11" 5'-11" V-S" 5'-7" 0.024 9'-2" 9'-1" 8'-9" 8'-7" RF Fascia 0.032 5' MAX MAX 8' MAX MAX 6 MAX MAX MAX 0.032 W'T' 9'-2" 8'-10" 8'-8" 0.032 T-10" T-9" T5" T-1" 0.032 7'-5" T4" T-1" T-0" 0.032 10'-10" 10'-10" 10'-10" 10'-10" 3x8 0.032 5' 11' MAX 8' 11' MAX 6 8' 10' MAX 0.038 10'-2" 10'-2" 9'-9" 9'-7" 0.D44 9'-10" 9'-9" 9'4" 9'-2" 0.038 8'-5" 8'4" B'-0" T-10" 0.038 12'-1" 10Z 1" 12'-1" 12'-1" All Others 0.032 5' 11' MAX 8' 11' MAX 5 8' 10' MAX TABLE 4.1 TABLE 4.2 TABLE 4.3 TABLE 4.1 Dble 2x6.625 0.038 6' 11' MAX 8' 12' MAX 5' IT 10' MAX SINGLE SPAN TABLES NOTE:PANELS MAY OVERHANG 25%OF THEIR CLEARSPAN RF Fascia 0.038 6' MAX MAX 9' MAX MAX 6' MAX MAX MAX 2.25"x6"Flat Panel(Muftis an)Detail G 3"x12"W Panel MulOs an Detail E 2.5"x 24"Td Vee Panel(Mull pan)Detail F 3"x6"Flat Panel MulOs an Detail H 3x8 0.03E 6' 13' MAX 9 14' MAX 6' 9' 12- 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 0.038 6' 13' MAX 9' 14' MAX 6' 9' 12' 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 (ps In 110 115 NO 115 (Pat) (in) 110 115 110 115 (p n 110 115 110 115 (psf) (in) 110 115 110 115 'MAX'means the maximum possible tributary width 10 0.018 10'-2" 9-11" 9'-2" 8'-111" 10 0.021 9-8" 64" 6.5" "" 10 0.018 T-9" T-6" 6'-10" 6'$" 10 0.018 11'-3" 10'-11" 10'-0" 9'-10" Minimum number of screws is on per panel LIVE 0.024 12'-11" 12'-T' 1V-7" 114" LIVE 0.024 8'3" T-10" 9-10" 6'-7" LIVE 0.024 9'-7" 9'4" 8'-7" 8'-5" LIVE 0,024 14'-11" 14'-5" 1Y-N' 1T-0" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS 0.032 15'4" 15'-0" 14L3" 14'-0" 0.032 12'4" 1V-9" 10'-5" 10'-1" 0.032 11'-8" 1V4" 10'-6" 10'3" 0.032 1"" IV-5" 1T-1" IT-8" FOR PANELIHEADER COMBINATIONS Table 4.10 0.038 16'-2" 15'-10" 15'-1" 14'-10' 0.044 17'-0" 16'-0" 15'-2" 14'-B" 0.038 13'-2" 12'-9" 11'-9" 11'-6" 0.038 20'-1" 19'-9" 18'-9" 18'S" Panel If of#14 screws PER FOOT to attach panel to header 20 0.018 8'4" 8'-2" T-10" T-9" 20 0.021 4'-0" T-10" 3'-5" 3'-3" 20 0.018 6'-2" 6'-0" 5'-9" 5'3" 20 0.018 9'-2" V-0" B'-B" 8'-6" Headers Gauge 1 2 I 3 1 I 2 I 3 1 I 2 3 I 4 LIVE 0.024 10'-T' 10'5" 10'-0" 9'-10" LIVE 0.024 5'-10" 5'-7" 5-3" 4'-1" LIVE 0.024 T-10" T-8" T4" T3" LIVE 0.024 12'-2" 12'-0" 11'-6" 1V4" in 115 MPH Exp B 115 MPH Exp C 140 MPH Exp C 0.032 IT-11" 12'-10" 17-4" 12'-2" 0.032 9'-1" 8'-10" B'-3" 8'-0" 0.032 9'-7" 9'-5" 9-1" 8'•11" 0.032 15'-B" 15'4" 14'-9" 14'-6" Dble 2x6.625 0.018 6' MAX MAX 4' MAX MAX 3' MAX MAX MAX 0.038 14'-3" 14'-0" 13'-B" 13'-B" 0.044 13'-6" IT-11" 12'5" 12'-2" 0.038 10'-9" I OL7' 10'-2" 10'-0" 0.038 17'4" 17'-0" 16'-S' 16-1" RF Fascia 0.018 6' MAX MAX 4' MAX MAX 3' MAX MAX MAX 25 0.018 8'-2" 6'-2" T-9" T-7" 25 0.021 3'-10" 3'-9" 3'4" 3'-2" 25 0.018 6'-0" 6'-0" 51-8" 51-6" 25 0.015 9'-0" 9'-0" 8'-6" 8'4" 3x8 0.018 6' MAX MAX 4' MAX MAX 3' MAX MAX MAX 0.024 10'-5" 10'-5" 9'-10" V-8" 0.024 S-7" 5'-T' 4'-3" 4'4" 0.024 T-8" T-B" T-3" T-1" 0.024 12'-0" 12'-0" 11'4' 11'-1" All Others 0.018 6' MAX MAX 4' MAX.MAX 3' MAX MAX MAX 0.032 12'-10" 12'-10" 12'-2" 11'-11" 0.032 8'-10" 8'-10" 8'-0" 7'-10" 0.032 7-6' 9-5" V-11" 8'-9" 0.032 164' 15'4" 14'-6" 14L3" Dble 2x6.625 0.024 7' MAX MAX 5' 10' MAX 3' T MAX MAX 0.038 14'-0" 14'-0" 13'-6" 13'-5" 0.044 13'-1" 13'-1" 12'-2" 11'-10" 0.038 10'-7" 10'-T' 10--0" 9'-10" 0.038 IT-V' 17'-W 16'-1" 15'-10" RF Fascia 0.024 MAX MAX MAX B' MAX MAX 4' MAX MAX MAX 30 0.018 T-9" T-T' 7'4" T-2" 30 0.021 3'-6" 3'5" 3'-1" 2'-11" 30 0A18 5'-8" W-6" 5'4" S-2" 30 0.018 8'-6" 8'4" 8'-1" T-11" 3x8 0.024 6' MAX MAX 6' MAX MAX 4' B' MAX MAX 0.024 V-10" 9'-8" 9'4" 9'-2" 0.024 4'-0" 4'4" T-11" 3'-9" 0.024 T3" T-1" V-10" T-9" 0.024 1V4" 1V-1" 10'-9" t0'-7" All Others 0.024 8' MAX MAX 6' MAX MAX V 8' MAX MAX 0.032 12'-2" 11L11" 11'-7" 11'4" 0.032 8'-0" T-10" T-5" T-2" 0.032 V-11" 8'-9" 8'S' V4" 0.032 14'S" 14'-W 13'-10" 13'-7" Dble 2x6.625 0.032 T MAX MAX 5' 10' MAX 3' T 10' MAX 0.038 13'-6" 13'S" I T-W IT-9" 0.044 12'-2" 11L10" 11'4" 11'-1" 0.038 10'-0" 9-10" 9'-6" 9'4" 0.038 16'-1" 16-10" 15'4" 15-1" RF Fascia 0.032 8' MAX MAX 6' MAX MAX V MAX MAX MAX 40 0.018 T-0" 6'-11" 6'-7" 6'-0" 40 0.021 3'-0" 2'-10" 2'-B" 2'-2" 40 0.018 V-8" 4'-6" 4'4" 4'-2" 40 0.018 T-8" T-7" 7LT' 7"-2" 3x8 0.032 10' MAX MAX 7' MAX MAX 4' V MAX MAX 0.024 V-11" 8'-10" 8'•5" 8'4" 0.024 3'-10" T-8" 3'S" 3'-3" 0.024 6'4" 6'-5" 6'-2" 6'-1" 0.024 10'3" 10'-1" "" 9'-7" All Others 0.032 11' MAX MAX 8' MAX MAX 5' 10' MAX MAX 0,032 11'-0" 70'-11" 10'S" 10'4" 0.032 V-10" 6'3" 6'3" V-1" 0.032 8'-1" T-11" T-7" T-8" 0.032 1"" 13'-1" IT-W 12.4" Dbie 2x6.625 0.038 T 16 MAX 5' 10' MAX 3' T 10' MAX 0.038 12'-5" 12'-3" 11'-9" ?1'-7" 0.044 10'-T' 10'-5" 9'-9" 9'-7" 0.038 9'-1" 8'-11" 8'-T' 8'-6" 0.03B 14'-8" 14'-0" 13'-11" 13'-9" RF Fasefa 0.038 B' MAX MAX 6' MAX MAXJ 4' T MAX MAX 60 0.018 11" 5'-8" 5'-8" 5'3" 60 0.021 2'-1" 21' V-10" 1'-9" 60 0.018 3'-10" 3'-10" 3'$" 3'-7" 60 0.018 6'-3" 6'3" fi'3" 6'-3" 3x8 0.038 10' MAX MAX T 1V MAX 4' 9' MAX MAX 0.024 7'-3" 7'-3" 7'3" 7'-3" 0.024 2'-11" 2'-10" 2'-8" 2'4" 0.024 5'3" 5'-3" 5'3" 5'3" 0.024 8'4" 8'4" 8'4" 8'4" All Others 0.038 13' MAX MAX 9' MAX MAX 6' 12' MAX MAX 0.032 9'-0" 9'-0" 9'-0" 9'-0" 0.032 4'-10" 4'-9" 4'S' 4'4" 0.032 8'-T' 6'-T' 6'-T' 6W" 0.032 10'-10" 10'-10" 10'-10" 10'-10" 0.03a 10'-2" 10'-2" 10'-2" 10'-2" 0.044 7'-10" T-10" T-10` T-10" 0.038 T-5" T-S' T-5" T-6" 0.038 12'-1" 12'_7„ 12,_1" 12,_1" ICC ESR 2676(20121kj`11MI?/2013 TABLE 4.6 Page 38 at%E 4.7 TABLE 4.8 4.0 Foam Core Sandwich Panels(Detail 1) Live/ Foam Panel Wind Speed(mph)and Exposure United Duralume Snow Core Skin Exposure B Exposure C 350 S.Raymond Ave Load Thickness Thickness 110 115 120 130 140 150 160 170 110 115 120 130 140 150 160 170 Fullerton,CA (psf) (In) (in) Allowable Spans(ft) 10 3" 0.024 14'-10" 14'-3" 13'-9" 17_9" 12'-4" 11'-11" 11'-6" 11'-1" 12'-9" 12'_6" 12'4" 11'-9" 11'-4" 10'-9" 10'-1" 9'-6" Carl Putnam,P.E. 3" 0.032 15'-10" 15'-5" 15'-1" 14'-4" 13'-11" 13'-6" 13'-l" 12'-8" 14'4" 14'-2" 13'-11" 13'-4" 12'-11" 12'4" 11'-7" 10'-11' 3441 Ivylink Place 4" 0.024 17-6" 16%11" 16'-3" 15'-0" 14'-6" 13'-11" 13'-5" 12'-10" 15'-0" 14'-9" 14'-6" 13'-8" 13'-l" 12'-3" 1V-7" 11'-0" Lynchburg,VA 24503 4" 0.032 19'-2" 18'-8" 18'-3" 17'-3" 16'-8" 16'-l" 15'-5" 14'-10" 17'-3" 17'-0" 16'-8" 15'-9" 15'-2" 14'-3" 13'-5" 12'-7" carlputnam@comcast.net 6" 0.024 20'-8" 20'-1" 19'_7" 18'-6" 17'_7" 16'-9" 15'-10" 15'-0" 18'-6" 18'-0" 17'_7" 16'-4" 15'-5" 14'-2" 13'-8" 13'-3" 6" 0.032 22'-9" 22%5" 22•_0" 21'-3" 20'_6" 19'-9" 19'-0" 18'-3" 21'-3" 20'-11" 20'-6" 19'-4" 18'-7" 17'-6" 16'-6" 15'-6" 20 3" 0.024 11%11" 11,_9" 11'4" 11'4" 10'-11" 10'-7" 10'4" V-10" 11'4" 11'-l" 10'-9" 10'-5" 10'-0" 9,_6" 9'_1" 0'-0" 3" 0.032 13%6" 13'-4" 13'-1" 12'-11" 12'-6" 12'-1" 11'-9" 11'-3" 12'-11" 12'-8" 12'-3" 11'-11" 11'-5" 10'-11" 10'4" 0'-0" 4" 0.024 13'-11" 13'_8" 13'-5" 13'-1" 12'-7" 12'-1" 11•_9" 1 V-4" 13'-l" 12'-10" 12'-3" 11'-11" 1 T-6" 1 V-0" 10'-6" 0.4. 4" 0.032 16'-l" 15'-9" 15'-5" 15'-2" 14'-6" 14'-0" 13'-7" 13'-0" 15'-2" 14'-10" 14'-3" 13'-10" 13'-3" 12'-7" 12'-0" 0'-0" Max Overhang is 25%of span 6" 0.024 16'-9" 16'-4" 15'-10" 15'-5" 14'-7" 14'-0" 13'-10" 13%6" 15'-5" 15'-0" 14'-2" 13'-11" 13%7" 13'-3" 12'-11" 0'-O" Single Spans Only JUN 03 2015 6" 0.032 19'-9" 19'-4" 19--0" 18'_7" 17'-10" 17'-3" 16'-9" 16'.0" 18W" 18'-3" 1T_6" 17'-0" 16'-3" 15'-6" 14'-10" 0'-0,. 25 3" 0.024 11'-9" 11%9" 11'-6" 11'-1" 10'-9" 10%5" 10'-l" 9'-10" 11'-1" 10'-11" 10'-9" 10'-3" 10'-0" 9'-6" 9'-1" 0'-0" �OFESSIpN 4" 0.024 13'S" 13'S" 13'-5" 12-0" 2-3" 11'-11" 11-7" 11'-4" 12'10" 127" 12'-3" 11'-9" 11'-6" 101'-0' 10'5" 0-0" =6P�. `css`NA 4" 0.032 15.9" 15'-9" 15'-5" 14'40" 14'-3" 13'-10" 13'-5" 13-0" 14'-10" 14'_6" 14'-3" 13'-7" 13'-3" 12'-7" 12-0" 0'-0" 6" 0.024 16'4" 16'-4" 15-10" 15%0" 14'-2" 13'-11" 13._8" 13-6" 15-0" 14'-7" 14'-2" 13'-10" 13'-7" 13.3' 12'-10" 0-0" .'�� $ 3 m 6 9 n 6" 0.032 19-4" 19-4" 19-0" 18'-3" 17'-6" 17-0" 16'-6" 16'-0" 18'-3" 17'-10" 1T-6" 16•_9" 161-31, 15-6" 14-9" 0-0" / 30 3" 0.024 11-1" 10'-11"10'-11" 10'-7" 10'-3" 10-0" 9-8" 9,_3' 10'-7" 10'-5" 10'-3" 9'-10" 9,-4" 9'-0" 0-0" 0'-0" * IQQ- 015 * XP. 30/ 17 3" 0.032 12'-B" 12•_6" 12-6" 12'-1" 11-9" 11'-5" 11'-l" 10-6" 12'-l" 11,_11" 1V-9" 1V-3" 10'-g" 10'4" 0'-0" 0'-0" 4" 0.024 12'-10" 12'-7" 12'-7" 12'-l" 1V-9" 11-6" 11'-2" 10'-8" 12'-l" 11,-11" 11'-9" 11-4" 10-10" 10'-5" 0'-0" 0-0" CALIFO� 4" 0.032 14'-10" 14'4" 14'-6" 14'-0" 13'4" 13'-3" 12'-10" 12'-3" 14%0" 13'40" IT.T' 13'-0" 12'-5" 12'-0" 0'-0'. 0'-0" 9rFOFCAI O� 6" 0.024 15'-0" 14'-7" 14'-7" 14'-0" 13'-10" 13W" 13'-4" 13'-0" 14'-0" 13'-11"13'-10" 13'-6" 13'-2" 12'-9" 0'-0" 0'-0" DEC 182013 6" 0.032 18'-3" 17'-10"17'-10" 17'-3" 16,_9" 16,4' 15'-9" 15'-0" 17'-3" 17'-0" 16-9" 16-0" 15'-3" 14-9" 0-0" 0%0" Table 4.19 Trib Exposure B Exposure C Trib Exposure B Exposure C Width 110 115 120 130 140 160 170 110 115 120 130 140 150 160 170 Width 110 115 120 130 140 160 170 1 110 115 120 130 140 150 160 170 (ft) MAX SCREW SPACINGS FOR 0.024" PANELS (ft) MAX SCREW SPACINGS FOR 0.032" PANELS 3 12 12 12 12 12 11 10 12 12 12 12 10 9 8 7 3 12 12 12 12 12 12 12 12 12 12 12 12 12 10 9 4 12 12 12 12 11 8 7 12 11 10 9 8 7 6 5 4 12 12 12 12 12 11 10 12 12 12 12 10 9 8 7 5 12 12 12 10 9 6 6 10 9 8 7 6 5 5 4 5 12 12 12 12 11 9 8 12 12 11 9 8 7 6 5 6 12 11 10 8 7 5 5 8 8 7 6 5 4 4 3 6 12 12 12 11 10 7 6 11 10 9 8 7 6 5 5 7 10 9 8 7 6 5 4 7 6 6 5 4 4 3 3 7 12 12 11 10 8 6 5 9 9 8 7 6 5 4 4 8 9 8 7 6 5 4 4 6 6 5 4 4 3 3 3 8 12 11 10 8 7 5 5 8 8 7 6 5 4 4 3 9 8 7 7 6 5 4 3 6 5 5 4 3 3 3 2 9 10 10 9 7 6 5 4 7 7 6 5 4 4 3 3 10 7 6 6 5 4 3 3 5 5 4 4 3 3 2 2 10 9 9 8 7 6 4 4 7 6 6 5 4 4 3 3 11 6 6 5 5 4 3 3 5 4 4 3 3 2 2 2 11 9 8 7 6 5 4 3 6 6 5 4 4 3 3 2 12 6 5 5 4 4 3 2 4 4 3 3 3 2 2 2 12 8 7 7 6 5 4 3 6 5 5 4 3 3 3 2 13 5 5 5 4 3 2 2 4 3 3 3 2 2 2 2 13 7 7 6 5 4 3 3 5 5 4 4 3 3 2 2 14 5 5 4 4 3 2 2 4 3 3 3 2 2 2 1 14 7 6 6 5 4 3 3 5 4 4 3 3 3 2 2 15 5 4 4 3 3 2 2 3 3 3 2 2 2 2 1 1 15 6 6 5 4 4 3 3 4 4 4 3 3 2 2 2 Table 4.20 Table 4.21 ICC ESR 2676(2012 18C)12/11/2013 Page 40 of 74 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS 0.D42'x3'xB'Box Beam (Detail L) Double 0.G4Tx3 xW Beam(Dahill M) I Double 0.032X2'x6.5'Beam(Detail K) 0.0427x3S18'Sax Beam (Detaii L) Double 0.G42'x3N8'Beam(Detail M) Doubla 0.0325QN6.5'Beam Detail K) TABLE 5.1 Attached Freestanding or Attached Freestanding or Attached Freestanding ar TABLE 5.1 Attached Freestanding or Attached Freestandingor Affichatl FreestanlBngor SWctum Mutes an Units Structure Mulfis en Units Structure Mullispan Units SWd Mulfispan Units Structure Multispan Units Structure MullispanUnits GROUND TRIB I POST MAX M0.CPoSTIFNGTH MAx MPx PoSi LENGTH MAX M4C Po3T LENGTH GROUND TRIG POST MAX MPX PoST IENGIN MAx MPX In LENGTH MA% MAx Po9TLENGTH SNOW WIDTH SPAC11 POST MIN Fdmpt @ I to ( 1Y FOST MIN FOOTFR @ I IV ' 12' PDST MIN PCOTER @ I to ( 1Y SNOW WIDTH SPACIN POST MIN WTE a I to I 12' POST MIN a' I 1@ I iY POST MIN 00 @ I 1a I t2 LOAD (m) ONSI. SPACIN Mar SME CONSTRAINEDF SPACIN POST Sam CONSTRAINEDFOO SPACING POST SIZE CONSTRNNEOFOO LOAD IFO ONSLAB SPACIN POST aaE CON5NUINEDFOOTER SPACIN POST SIZE CONS NEDFOO PALIN POST 512E CONSTRAINED F00 (PSF) (Fr) (Frl TYPE 'd 'C tl' Y IFn TYPE 'C 'tl• 'd 'C (FT) TYPE 'd 'C Y 'tl' rysF) IFT/ lFr] TYPE .T 'd 'C 'E' (F11 TYPE •C M V Y (F) TYPE .T Y tl• N On) M) (n) Ml M) M) 11) Ml Ml M) M) Ml M) MI M) On) M) MI MI M) M1 MI M) M1 110 MPH EXPOSURE B 115 MPH EXPOSURE B 10 3 SS tt'S a 19 24 25 Tr t@-11' C 22 0 27 2B 11'd B 1B 23 24 2B 20 3 11'-10' @-1' a 16 23 25 26 13'S C 21 25 27 2B @-1' B 18 22 24 25 LNE as 19S 10'S B 20 23 25 M 15S c 2225 va 1a-r B M 22 24 25 is ta-T kS B 19 23 24 25 1YS D 21 25 a a kS B 18 22 23 24 LOAD 4 11"T a-11' B 20 23 24 28 11-1, C 23 25 Zr 28 FAT B as 22 23 25 4 @-1t• T-r B 19 ZZ 24 25 11'S O 22 24 2fi 0 TS B 19 21 23 24 ONLY 4.5 15'-1' aS B M 23 24 a 13'S C 23 M M 27 S-r B 20 Y2 23 2A 4.5 T-11' T-1- C 16 22 23 25 tag' 0 22 24 25 v r-1• C 1B 21 22 24 5 13'-r lr ' B 21 M 24 25 12-11' D 24 24 2fi 27 @-r B 21 21 23 24 5 T-1' @-r c 40 21 23 2fi lvS ❑ 23 24 25 2fi k$ C Ml 21 M 23 6.5 12'd' @-r B 21 22 M 25 +YS D 24 24 26 27 @.2' B 21 21 23 24 5.5 VS kS C M 21 23 24 a-r D 23 23 25 26 fiS C 20 21 M 23 6 1114• ra• C 21 22 23 24 11'S D 24 24 a 27 r-W C 21 21 22 24 6 5.11• S-r C 20 21 22 24 F.I. 0 23 23 25 2fi S.11. C 91 20 22 23 6.5 10'S rA• C 21 22 23 24 11'd' D a 25 25 26 Ti• C 21 21 22 23 6.5 SS SS C 20 21 M 23 aS D M 23 24 M S-r C 20 21 21 23 T @S 1"T c 22 22 0 24 11YS 0 25 25 25 26 T-0- C 22 22 22 23 T 1-1. F-r c 21 21 22 23 @-3' D 24 24 24 25 Sr C 21 A 21 23 7.5 9-1. 9S C 22 22 22 24 1aS D 25 25 25 a V-r c 22 22 22 23 2.5 4'S P-11' C 20 21 22 23 r-11' D 24 24 24 25 T-W C 20 21 21 22 6 kS sr ' C a 22 22 23 4-11' 0 25 25 25 26 VS c 22 M 22 23 B 41S 4b' C 21 20 21 23 r-r ❑ 24 24 M 25 4'-10" C 21 21 21 22 8.5 @-0• W.I. C a M 22 23 aS D 26 26 26 26 @-2 C 22 22 22 23 a5 P-r 4'S C 21 21 N 29 Ti' D 24 M 24 2s 4•-1 C 21 21 21 22 B T4 k-1P C T2 22 22 23 9'-2 O 20 28 2fi 2fi 5.11' C 'Q 22 T1 22 9 3'-11' 4'S' C 21 21 21 22 T-1' ❑ 24 24 24 a 4•-s C 21 21 2t E 9.5 T-T SS c 22 22 M 23 k-11' O 2fi 26 28 25 S-Y C 22 22 21 22 BS @d' 4'-1' C 21 T1 21 T2 @-IT ❑ 24 24 2A 24 4'-Y C 21 21 21 Y1 10 VS SS c 22 22 22 23 kS D 25 26 25 a S-r C M M M a 115MPHExPOSUREC v I30MPHIiXMSrREB 11 k-2' S-1' C 0 23 23 23 k-2- D 2fi 2fi 2B 2fi SY C 23 M 23 23 20 9 11'-ia @S B A 25 TB 2fi 1YS O 29 2T E 30 @S B 20 24 25 2T t2 SS 4'S C 23 a 23 23 rS D 27 2r 27 2T 4'-11' C 23 a 23 23 35 10'-7 TS C 21 24 26 22 111S D 24 27 20 30 r-T C 21 M 25 23 13 S-r 4'S C 23 23 M 23 TA' D 2r 27 22 22 P-r C 23 23 23 23 4 5'-1t- 1-1. c 21 24 25 2r IV-IT D 24 28 23 29 1-1. C 21 23 25 m 1+0MPH EKM1R REC or IMNIPH EXPOSUIRB 45 T-11' k-r C 21 0 25 2B W-1' D 24 26 Tr 29 k-r c 21 23 24 26 10 3 22•S ta<• 5 21 25 2T 20 15-r c 24 a 29 31 10'. ' B 21 24 26 22 5 r-1' @-t- C 21 23 25 2fi 98 D 25 25 27 28 T.r c 21 22 24 25 LIVE 35 19S VS B 21 25 25 M 14'S C 24 2T 29 3D ad• B 21 a 25 22 55 VS SS C 22 23 24 a 9S 0 25 25 2T a SS C 22 a 24 a LOAD 4 lrL ad B 22 24 a 27 13'S C a 2T 28 30 kS B 22 a 25 a 6 5-11. F< C 21 M a a a8 D 25 25 21 20 SS c 22 22 23 25 ONLY 45 15-1• 1-1. B 22 24 25 27 12-r D 0 25 28 29 1-1. B 22 T 25 28 63 SS S-1• C 22 22 24 25 8-1' D 25 26 26 2T 7-2 C 22 22 M 24 5 Mr r-r B ZZ N a M 11'S D a a 2T 29 T-r B M a 24 28 T 1-1. 4'S C 22 22 23 25 r-r D 26 26 26 27 4'-11' c 22 22 23 24 5.5 12i' 1-1. c 23 T3 0 26 Iw.I' D a 26 Tr 29 r-r C 23 23 24 25 TS 4'-9' 4'S C 22 22 23 a r-S 0 25 26 20 2T V.T C 22 22 23 24 5 11'3' k-0- c 23 23 25 25 lair 0 2fi 26 2T 2B 6'-B' C 23 23 24 25 B 4•S 4W C 22 22 23 2A TA' D 26 26 2fi 27 W C 0 23 23 24 65 1aS lr ' c 23 23 24 26 9.1P ❑ 2) v 27 28 kS C 23 23 23 25 BS 4'-7 W-11 C 22 22 23 a 0-10' D 27 Zr 22 22 4'3 C 23 Ta 23 24 2 9S k-0• C 23 23 24 25 TS 0 22 27 27 a 1-1• C 23 23 23 25 9 5-11' S-11' C 33 23 23 24 k-r D 22 2r 27 27 4'-1- D 23 23 23 23 7.5 9-1' SS C M M L a 6-1. 0 22 22 2T 2T @-tr C 23 23 2T 24 a5 S-T Y-0' C 3 29 2T 2A @i' D 22 Zr Tr 2T 3'-it' D 23 29 M 23 a zt ' SS C 23 23 24 M @-0' 0 27 22 27 Zr S-r C 24 M a 24 115MPHElO'OSURES a5 k-0' Sd' C 24 24 24 25 SS D 28 M M a 5< C 24 24 24 24 25 3 11'. - 061. B to 23 25 20 t3S C 21 25 Tr 28 9-1. B 1a M 24 25 9 TS SS C a 24 21 25 @-1' 0 2a TB 30 TB S4' C 24 24 24 24 35 Y% B'S B 19 23 24 25 12S D 21 25 26 29 @S B 19 22 M 24 9.5 T-Y 4'-10• C 20 24 31 24 T-10' D 28 28 20 20 4'-11' C 24 24 24 24 4 kS T-r C 1B 22 24 25 11'S D 22 24 28 Tr T£ C iB 21 23 24 10 k-a 4'S c 24 24 24 24 T-r D 20 20 23 a b'-B' C 24 24 24 24 A5 TS T-1' C 19 22 23 25 1a-8' 0 22 a 25 27 T.I. c 19 21 22 24 11 a3• 4W C 24 24 24 Z4 T-1' D 28 M M 2fi firs C Y4 24 N -4 5 k-T k-r c 20 22 23 a to.T 0 23 24 25 20 T-T C 21 21 M 23 12 5'S 4'S C 24 24 24 T4 @S ❑ 29 29 A 29 6'-2 C 25 25 25 25 5.5 @-I k-r C 0 21 23 2fi 9-r D 23 9 25 26 firs C 21 21 22 23 I. S-2 S-0- C 24 .24 24 24 6d- D 22 29 29 29 3'-11• C 25 25 M 25 6 Fd FS C 20 21 22 T4 9-1 O 23 23 25 26 5.11. C 20 20 22 0 115MPHEXPOSUREB 0.5 S-r SS C 20 21 22 23 kS D M 23 L 26 S-r c 21 21 21 23 10 3 TYS 11'W B 20 24 a 27 IWS C M 25 28 29 11'-Y B 20 23 25 26 T 4'-10' S-2 C 0 21 22 23 @-r D 24 M 24 25 5'J- c 21 20 21 23 LIVE a5 19-r faA B 2I 24 25 28 15S C a 2fi 27 M lad' B a 23 a a 75 4'S 4'-11' C 20 20 M 23 T.11. D 24 24 24 25 TW C as 21 21 22 LOAD 4 1T-0' 9-r B 21 23 25 26 14'S C M 25 27 28 9S a 2D R 24 25 6 4'4' 4'A' C 20 21 21 23 T.r D 24 24 24 25 4N0' C 21 21 21 22 ONLY 45 15-1' k-11' B 21 23 24 M 13'-Y C 24 25 27 w 5-10' B 21 22 24 25 a5 4'-0• b'S C 21 21 21 23 ri D 24 24 24 25 4'-r C 21 21 21 22 5 +3'-r ". B 21 23 24 25 12'S D 24 25 26 M fr ' B 21 22 23 24 9 3'-r b'-r C 21 21 21 122 T-1' D 24 1 24 24 1 M 11 4'S C 21 21 21 22 5.5 12i- T-tP B 21 22 24 M 11'-10' ❑ 25 M 25 Zl r-IT B 21 22 23 24 115 MPH EXPOSURE c Lt130MPHEXPOSUREB a 11a• T.v c 22 2223 25 1rs ❑ a M 26 zr ;'S• C 22 22 M a M 3 11W lr - B M M M 28 12b• ❑ M n a 30 ff QFESSIO b.s +a-T r-1. c 22 22 M 25 IV.V ❑ 25 25 M 2T r-r c 22 22 22 24 3.s 9A' r-r c M 24 M 2T 1.E ❑ 23 26 2fi 30Q !Sg\ONAL Ejlr 2 VS firs C 22 22 23 a 1a<' D 25 a 25 28 kE' C 22 2222 24 4 kd' S-1r c 21 24 M 27 ms- 0 24 M M 29 PU C O{�y A, I's 9.1• SS C 22 M M 24 8-11' 0 a 26 a a c 22 22 22 23 4.5 TS k-T C 21 21 25 26 7-11' 0 24 a 22 M U V 7• m Q� � ,2•A' B @S 9-1' C 22 22 23 24 V-r D M M M M T- C 22 22 M M 5 @-T 6-11' c 21 23 M M VA' D 25 25 27 M d5 Iry SAW C 22 22 22 24 V-2 0 a a M a S-it' c 23 23 23 M 5s a-r S-r C 21 M 24 M CAT 0 25 M 22 23 $1 39 9 Td• SS C M 23 23 M 0'-11- D 2fi M 2fi M SS C 23 a 21 23 6 Ss- VS C 2222 24 M 11 D 25 M 28 M 9.5 T-2- SIT c 23 23 23 23 k-r D M M M M 5L C 23 23 M 23 5.5 S-2 4'-11' C 22 22 24 M T-11. D 25 M 26 10 kd' 6-7 C M M 23 a lri D 27 Y2 Zr 22 Sd' c 23 21 M 23 2 4'-1T r+ c 22 a a a r-r D a 26 a U * 2 1, * P 61420 11 SS 4•-1T c 23 M 23 23 r-19 D Zr 2T Zr vVW c M 23 M M 7.5 4•S 4•S C v 22 a 24 rd' D M M M 22 12 Sd' 4•' C M 2a 0z3 1 0 P n '12 21 11C 33 23 M M 0 4•.T 4•-2 c 22 220 24 9'-11. D M M 26 22 10 k, 4•s c 23 23 23 23 T.I. D n a a n 4•s• C m 24 24 24 es 4'a- C• c 22 22 23 24 ka D 2fi a M 2fi A� O rS �CIV 9 1 @S I @A 22 a T C 22 24 firs D 25 M 26 DEC 18 1 qC �•� 1 JUN 03 2015 ICC ESP 2676(2012 IBC)12/11/2013 Page 41 of 74 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS 0.042'x3'xW Box Beam (Detail L) Double 0.042k3'x9'Beam(Detail M) I Double 0.032x2k6.5'Beam(Detail K) 0.042"x3'x8'Box Beam (Detail L) Double 0.042'x3'x8"Beam(Detail M) Double 0.032k2'x6s'Beam Detail K) TABLE 5.1 Altad7etl Freestanding or Attached Freestanding or A!,c etl Freestanding or TABLE 5.1 Attached Freestanding or Attachetl Freestanding or Attachad Freestanding or SWcture Multispan Units Structure Multispan Units SWctura MuliII tispan Units SWeNre MulOsan Units Structure Mulfispan Units Structure Multispan Units OuN RI8 MST GTH M, E111 I LENGTH MAK MPX POST GTH MAx POST Po- GROAOD (FT7 ON SIAB SPACN MST sUE COt STRAINEOEFOOTE SPACIN POST S¢E CONSTWJNEO F00 §PAC NG Moir SITe CO�N9TRAIN FFD 00 G OP00 (FT) ON 6LFB SPACIN POST SIZE CONSTRAIr1ED FO0TER SPA N POST SUE CONSTRN EOEFOOTE PACIN POST Sv.E CONSTPNNEO FOOTS SNOW WIDTi SPACING POST MIN rW1ER B I 10' I f2' PO9T MIN FWTFA @ I 1@ I f2' MST MIN FCOIER @ I 10' I tY SNOW WIDTH SPACIN POST MIN W @ I 10' I 12' PoST MIN WTE B' I fD' I tY PoST MIN CO B' I t0' tY 5TH "oux (PSF) (FT) (Fri TYPE -V •O• •E• 'C (FT) TYPE -e •E• •E• •C• (Fr) TYPE 'C -d• •C `V (PSFI (FT) (Fr) TYPE -T 'T 'T -V (M TYPE -W 'U• 'U' 'E' (Fn TYPE It •4• •E• •U• f) () On) Dnl () C) 9n) C) Ill) III) (m) 9n1 MI 0n) C) Dn) M) 0n1 (in) Is 7 C) (H) (n) 5.0 115MPHEXPOSUREC u ISO MPH EXPOSURE B 115 MPH ExPOSUREB 10 3 2T-B- t@-f- 3 21 26 27 29 14'-t0- C 24 28 30 31 10'-0' B 21 25 26 2B 30 3 9'$ B4' 8 10 23 2A 25 tY% D XI 25 28 2B 8'A' B 1B II 23 2d LIVE 3S 1@-F @-T B II 25 27 28 lx& C 25 27 29 31 9-r B II 24 26 27 3.5 6-T T-T 6 t0 22 24 25 11'6• D 21 24 28 n T-r B t8 21 2] 2d LOAD 4 lr-0 @-F B 22 25 26 20 12'-0` 0 25 27 29 30 BS B II 24 25 2) 4 T-t' 6'-11• C t6 22 23 24 10'% D 21 24 25 27 T% C 1B 21 22 24 ONLY 4.5 15'-l' TAT B 22 24 26 27 11'-10- D 26 27 2B 30 T4@ B 22 23 25 26 4.5 fr - 6-5' C 19 21 23 24 @-t1• D 22 23 25 26 @% C 19 21 22 2] 5 1@-r T<- c M 24 26 T 11'-T D 26 28 28 29 Ti- C 23 23 25 26 5 S% @-11' C 19 21 22 24 fr - D 22 Zt 25 26 6'd C 19 20 22 23 5.5 124` 6-11- C 23 24 25 27 16-r D 27 27 28 29 5-11• C 23 23 24 26 5.5 S-r s-r O 19 21 II 23 SAT O 22 23 2A 28 6% C 19 20 V 23 6 11b' 6% C a 23 25 26 t@-1' D 27 27 27 29 V-7- C 29 23 24 25 8 4'-V S-r C 19 21 22 23 ft • 0 22 T3 24 25 si• C 19 20 21 23 6.5 10.5- G-Y c 23 23 25 26 @-r D 27 27 27 29 @S C 24 24 24 25 6.5 44' 4'-11' C 19 4 22 23 T-11- D 23 Xt 24 25 S% C 20 20 21 22 7 T S-IP c 24 24 24 26 9'-T D 27 27 27 28 5-11• C 2A 24 24 25 7 4'-1- 4'45- C 19 0 21 23 r-r D 23 23 2A 25 4'-9- c 20 20 21 22 7.5 9'-1. F-r c 24 24 24 26 @-to- D 20 29 28 28 S% C 24 24 24 25 7.5 3'-9- 4'-7 C 20 20 21 II T-3' D 23 23 23 25 4'8 c 20 4 21 22 B M. ". C 24 24 26 25 B'-5- D 25 28 0 28 SS C 24 24 24 25 B 3'S 4'-2- C 2D 20 21 22 6-11- D 23 23 23 24 4'W C 20 20 21 ZZ 8.5 B'L' S-1' C 24 24 24 25 8'-Y 0 28 28 29 23 5'-2- C 24 24 2d M 8.5 34• 4'1 C 20 2D 21 22 @% D 23 29 29 N 4'-2' C 20 20 20 ZZ 9 T6- 4'-Ir 0 a 24 24 25 T-1P 0 20 W 20 20 SO' C L 24 24 24 1 is MPH EXPOSURE c ix 130 MPH EXPOSURES 9.5 T-2- 4'% C 24 24 24 25 T-T 0 29 29 29 29 4'-IV C 24 24 24 24 30 3 @% T-tP B 20 24 25 27 11'-10' D 23 27 20 30 T-10' B 211 23 25 26 10 6'-9' 4'$ C 24 24 24 25 TA' D N 29 29 2a P9' c 25 25 25 25 J.5 @-T T-1' C 20 24 25 27 10'-W' O 23 28 28 29 AY C Z11 23 25 28 11 @-2- 4'-Y C !.5 25 25 25 @-1 t' D 29 'A 28 M 4'4' c 15 ZS 25 25 4 T-1' 6S C 20 23 25 26 1@-1' O 23 28 2) 29 6'-T C 2l1 23 24 25 Im MPHEXPOSUREB 4.5 6<• 6-0` 0 21 II 25 28 9'-0' 0 24 25 27 28 6-1' C 21 II 24 25 20 3 11'-10- 11 B 18 23 24 25 13'-IV C 20 25 28 m @% B 1B II 23 Zd 5 5.0• 5-r C 21 Z3 24 26 @-10- 0 24 ZS II 28 S% C 21 II 23 25 3.5 t0'-Y 0'A' B 19 II 24 25 12'd- D 21 24 26 27 @-6' a 19 21 23 24 5.1 F-T @-r C 21 21 24 25 B'-r D 24 25 26 29 5d' C 21 22 23 25 4 @41• T-iT B 19 R 23 24 IT-10. 0 21 24 M 27 T-10- 8 19 21 22 24 5 4'-Y 4'-10` c 21 22 24 25 T-10- D 25 25 M 27 s-0. C 21 21 23 24 4.5 T-t t` Td' C f9 21 23 24 11'% D II 23 25 26 T-T C 19 21 22 23 6.5 44' 4'-r C 21 II 23 25 rS D 25 2s 2B 27 4'% C 21 21 23 24 5 T-l' 6.9' C 19 21 2J 24 1@S D 22 23 25 26 6-17 C 19 N 22 23 7 4'-1' 4'-0- C 21 II 23 24 T-P D 25 2s 2s 27 4'-S C 22 22 22 24 5.5 6.5' Ti C 18 21 22 23 SAW D II 23 24 26 @S' C 19 20 22 23 B V-11' 5`41. C 19 21 R 23 @4' D Z3 23 24 25 6-0' c 2D 20 21 2J OVER- TABLE 52 TRIBUTARYMM143 FOR SINGLE SPAN ATTACHED STRUCTURES 6.5 5'-5' F-r C 20- 20 22 23 @-11- D 2] 23 24 25 s-9- C 20 2D 21 22 HANG PROJECTION OF SINGLE$PANSTUCTURE6(Fr) Q�OFESSIp7y 7 S-1' fr c 20 20 22 23 @£ 0 23 23 24 25 F-F C 20 20 21 22 (FT) 6 r 0' @ 16 tl' 12' IT IV 15' 16 1T 19' 19' 1. 21- 2Y PU 7.5 4'-9' S'-1. O m 20 21 23 B'-1. D 23 23 M 25 5-r C 20 M 21 22 a 3' 3.5' V 4.5' F s.5' V 6.5' T 7.5 @ as 9' as 16 los 11' !(dQ ll 6 V-5- 4'-IV C 20 20 21 4' , 22 TnP 0 23 23 23 ZI 4'-11' c 20 20 21 221. 3.9 V 4s' S 5.5 6 6.6 T TTs@ as 4 9.6 1P HIS 11' 11.9 V� V� Cm 8.5 V-T -r C 20 20 21 II T6'- D 24 24 2424 4'-V c 20 20 20 II 2 we we Na 5.5' 6 as T 7.S @ 8.6 Vis. 16 1016 11' Its tY ,T 9 3'-11• 4'-5- C 20 20 21 VT-3' D 24 2A 24 & 4 C W 20 W 21 Z We No Na Na We Na Na B' a.5' T as 1@ 10.5 1l' 11.6 1T 12S 9.5 3'-9' 4'-3' C 30 20 P 2z r% D 24 2A 24 24 4'd' C 20 2020 21 4' Na Na Na We We Na Na Na Na Na Na fe.5 11' ti5' iZ 125' IT O J 110 MPH EXPOSURE C wl30MPHExPOSVREB * O' 1 4- 20 3 11'-W 0'6- a 4 24 26 27 13w- D Z3 27 28 SO @6' B 20 23 25 26 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for 3.5 l0'-r T-11- a 4 24 25 27 11•-iP 0 23 26 23 29 T-11- B 20 23 24 26 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures I C( 4 @.11- Ta- c 023 25 26 IT-1.-1. D 23 26 27 29 T6- c 20 23 24 25 Post Description Max POST Detail Post Description Maximum Max POST 4.5 T-11• Td c 21 23 25 26 m4- D 24 25 27 28 6-9- c 21 22 24 25 Hgl Code Footing Height Code Detail CA1.IFOEL 5 r-t- aa• c 21 23 24 26 a-9• D 24 25 2e 2e fr - C 21 II 23 25 Twin 0.032'xl.5'xl.5-Scroll 8' A AO 0.046"xWx3'Steel Clover d= 23" 8' B AK 55 6'-5- sa0' c 21 II 24 25 9.2- D 25 25 26 28 5'-11' c 21 II 23 24 Twin 0.024'x2"x2'Scroll 9' B AD 0.G48-x3'x3-Steel Clover d= 22" 8' C AK 6 5'n1- s6• c 21 II 24 25 @.e' D U 25 25 27 s-r c 21 21 23 m 0.032"Post w/0.024'Side lat 12' C AH 3/16'x3k3'Steel Square d= 29" 14' F AF DEC 18 2013 6.5 S.S. 1-1. c 21 II 23 25 @-a- D 25 25 26 27 5•-r c 22 22 23 24 0.032'Posl w/0.032'Sideplate 12' D AH 3/16"x3k3"Steel Square d= 32" 8' G AF 7 S-r 4•-11• C 22 22 23 24 r-n• D 25 25 25 27 60' c 22 n II m Clover 0.040kXYXY Alum 10, E M 1/4'x3'x3'SteelSquare d= 32" 12' F AF TS 4'-9- 4•a- c II II 23 24 T-r D 2s 25 26 26 4'T c II II II 24 Magnum 0.075'x3'x3'Post 12' F a 1/4'x3'x3'SteelSquare d= 34" 8' G AF 8 4'-F 4'-5- c II Z2 23 24 T6- D 26 26 26 26 4'-r D 22 II 22 23 0.048x3k3"Steel Clover 12' G Ax 3/8'x3'x3'Steel Square d= 36" 8' K AF 8.5 4'-2- 4•.r c II 22 II 24 r% D 26 26 26 26 4'.4•JJUII 23 0.046'x3'x3'Steel Clover 10, H Ax 3/18'x4"x4'Steel Square d= 36" 14' 1 AF 9 3'-n• C.- c II II II 24 F.S. D 26 26 26 N 4'-2' II 23 3/16'xWx3'Steel3 uare 15, I AF 3116'x5'x5'Steel§ uared= 41" 15, L AF95t0- cR 22 23 T6' D 26 26 26 28 4w• 22 23 1/4'x3'%3'Stee Square 15' J AF 3/16k6"x6'Steel Square d= 46" 15' L AF10 3'% 3'% c II 22 II 23 @.3- D 26 26 26 26 TATII 23 WB"xrx3'Steel Square i is, K GENERAL INSTRUCTIONS FOR THESE TABLES 3/16-x4•x4-Steel Square I 15 L 8A 39 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE S.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION.WIDTH AND OVERHANG OF UNIT TABLE 5.1 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT United Duralume 6/3 )2017 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5A 350 S.Raymond Ave .k (PATIO UNITS USE IO PSF MIN,COMMERCIAL UNITS 9.FIND THE OIC SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Fullerton,CA USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. tST CIV ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 34411vylink Place F "CAUFOEI S.DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 Lynchburg,VA 24503YL CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE I SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cadoutnameeomcastnet 6.CHOOSE A HEADER FROM TABLE SA THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE T�rrwwT� POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USETABLE 7.1 ON SHEET Mlsc3 FOR SLAB REQUIRE T t-T N REQUIREMENTS INSTEAD OF THESE TABLES 03 2015 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.1 / ICC ESR 2676(2012 1BC)12/11/2013 Page 42 of 74 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS Roll Form Alum Fascia wl Insert(Detail W) Extruded Alum Fascia(Detail U) FxWded Alum Fascia[Detail V) Roll Form Alum Fe"da w/Insert Detall W) Extruded Alum Fascia(Detail U FxWtletl Alum Fasda(Detail V TABLE 5.5 Attached Freestanding or Attached Freestanding or Atlachatl Freestanding or TABLE 5.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units SWWre Multispan Units Structure Multapan Units Structure Muldspan Units Structure Multls an Units GROUND TRIG POkr MA% TMITLENGM MA% MA%P09T LENGTH MAX MPX PDar LENGTH M=MUND �6OG! MAX MAJIPOBILENGTH MAX MA%POSTLENGTI MAX MAX Po9TLHiG1H NOW WIOIH SPACING POST MIN ROOTER 0' I 10' I tr POST MIN ROOTER k I tO I lr POST MIN FOOTER 0' I IV I 1r ACIN POST MIN OD 9 ' 19 I 1T POST MIN 6 I iP I t2 POST MIN 8' I 1P I 12 LOAD (FT) ON SLAB SPACIN POST 811E CONSTMINEDF SPACIN POST 80E CONSTMINEDROOTE SPACING POST 8� CONSTRAWED FODTE SIAB SPACIN POST SOE CONSTRMNEDFOOTER SPACIN POST SUE CONSTRAINEDF ACIN POST 3- FOOTI(PSF) (FT) (M TYPE V V 'T V (Fn T E 'V 'T 'T V Fri TYPE W W 'T V Fr) (Fr) TYPE 1. -d •T r (FT) TYPE 'T V V W vm TYPE 'T 'T W 'T M) M) M) M) M) M) M) M) M) M) M) MI M) M) M) M) Ml M) M) M) M) M) M) M) 110 MPH EXPOSURE B 115 MPH EXPOSURE B 10 3 2r-0' 1P4i C 22 25 27 N 14'P a 21 a 24 26 13'B B a 23 25 29 a 3 11'-iw 16JT D 22 a a a 11'.4w C M A 24 25 11'-0' C 20 23 24 28 LIVE 3.5 198 1r-0' C a a 26 28 13'' - C 21 a N 25 lr3 B 21 21 25 a 35 19-T 15V• D 23 25 a 28 19% C a a 2A a 10'd C 20 a 24 25 LOAD 4 1T-P 16-0' D 24 25 26 2F 12'-8- C 22 22 24 a 11'. ' C 21 a 24 a 4 8-11• 1P-r D 24 24 26 27 P-11' O 21 22 0 24 P-r C 21 22 N 25 ONLY 43 15'-1' tk-r 0 25 25 25 27 11'-10- C M 22 24 25 11'-0- C 22 22 24 25 45 T-11. 14'-0- D 24 2A 26 22 PS C 21 21 25 24 0-11. C 21 22 23 25 5 13'-r 15-r D 25 25 a 27 11'-1- C 23 29 23 24 1DS C 22 23 N 25 5 T-1. 13< 0 25 25 25 v k-r D 21 21 23 M k-S C 21 22 23 24 55 lr4- 15'-1' 0 a 28 a 22 1D-0' C 23 23 23 24 IV-T C 22 22 23 25 55 k$ 1r-T 0 25 25 25 28 lr - D 22 22 22 24 T-11. 0 21 21 23 26 a 11'4' 14'd D 26 N 26 27 9-11' C a 23 a N 9-r C 23 a a a 6 5-11' izH D 25 a 25 26 Tr D n 22 a 23 T$ D 22 22 a N 85 IV.r 14'S D 22 27 27 P kS C 9 23 23 24 P-r C 23 23 23 N 85 SS 11'3 F 25 28 a M r-r D a a a 23 T-1' 0 22 M 22 24 7 lr • 13'-11• D 27 17 27 27 b'-11• D 23 a a 23 kA' C 23 23 a N 7 S-1' IM11. F 26 26 23 26 k-P D a 22 22 23 k-r D 22 22 M 23 7.5 9-1• 134' D v n w 27 k-r D 2A 24 M 24 kA O 23 23 M 24 7.5 0'8 I" F M 20 2fi 26 P3' 0 22 22 22 23 PS 0 M 22 22 T3 a VC it-17 D 28 a 28 28 B•-r 0 N 24 24 24 1-1- D 24 M 24 24 8 PS 19-1. F 26 26 4 25 6•-T D 22 22 22 22 6'-3- 0 22 22 M 23 8.5 sr l 1r-r D 28 28 28 28 r-1w 0 26 2f N M T-9- D 24 M a 24 as 4'-T 93 F 2T a n 2) 5-11' D 22 22 22 23 P-0' O 23 Zf 23 2I 0 T4r 12'-0' 0 28 a 28 a T-r D 24 N 24 24 TS D N 24 N 26 9 5-11 Pi' F T) 2T 2] 2! 58' 0 21 23 23 23 S-P O 23 Y! 23 23 0.5 T-r IT-1- F 28 26 28 29 r4l. D 24 24 24 24 Ta• 0 N N 24 N 9.5 3'd' 9-1• G Z2 TT ZI N S-S O 23 23 A 23 5-0' D 23 23 23 29 10 V.T 11'-3' F a IS a T-0• D N 24 24 24 T-0- 0 M 24 a 24 115MPHEXPoSUREC a190MPHEXPOSUREB 11 k-r 19d F a a a a k-r D N 25 N 25 P-r D 25 0 25 N 20 3 11'-1P law D T5 27 29 30 19-11' C 22 N 20 27 1P4- C 22 25 28 28 12 5-0- Wr F 23 a 29 29 kS D 25 25 25 25 T' 0 25 25 25 25 35 10'-T 14'-r 0 25 27 N 30 9'-11' C M N 25 22 P-r C 22 24 N 2T 13 k-2' 9-r F 30 30 3o 30 5-10' 0 25 25 N 25 5-11. D 25 N 25 25 4 k-11. IT-11. D N 26 20 20 9-1' C 23 23 25 N 0'-11- C a 24 N 27 11OMPHElP09UREC a13OMPHEXPoSIIREB •5 r-11' 13'-r D 27 27 N N lrS D 23 23 24 26 6•a- D M N N 26 10 3 Vr 1T-9' C 25 2r 29 30 19'-1' C 23 25 26 N 12'W B N 25 22 N 5 1-1. lrS D n 27 22 20 T-1P 0 23 23 24 26 r6 D 23 23 25 2a LIVE 3.a 19d• 163- D a v a 30 124- C 23 24 26 E7 11'-4' C a a 26 a as P-S 11'd F N 27 27 a rd' D 24 24 24 25 Ti D 23 23 v N LOAD 4 1T-0• 1SHT 0 a a 28 30 11.4- C N N 25 27 19A• C A N a 21 a FAA. 11'-1- P N N N 28 5-It- D N 24 24 25 0-11. 0 N N N 26 ONLY is 15-1' 15-1' D 27 9 28 S 19-r C 24 24 N 19-0- C 24 N 26 v 85 S-P 1P-T F M 28 20 28 kA' D 24 24 N 25 k-r 0 24 N N 25 a 13'-r 14'-r D 29 N N a 9-IT C N 24 25 28 Pfi' C N N N 9 7 1-1' 1D-1' F M 28 N N TS 0 N N N N SS 0 N 24 24 25 a5 1" W.I. D N N 20 29 T3 C 25 N N as 9d' C 24 24 N N 7S P-9' TS F 2B 29 N N 5-11. D N N 24 24 5.11. 0 N N N 25 6 11'W 13'-r D 29 29 29 29 k,9- D 25 25 25 25 k-r C 25 25 25 28 a 4'3' 9i- G M 29 29 N Sr D N N 24 N Sd- 0 N N 24 25 a5 198 13'4T 0 a 29 29 a lr ' 0 25 a 25 a P-r D 25 25 25 N as PS it - G 29 20 29 29 k4- 0 N 24 24 24 T' D 2s 25 N 25 N 7 P6' 1TS D a a 29 a r-11' 0 25 25 25 a r-IT 0 25 25 25 28 9 3N1 k$' G 29 29 29 N 5-1. D 25 25 25 25 53' D N 25 25 25 75 P-1. 11•-11- 0 30 30 30 30 rA- 0 25 25 25 25 rE 0 25 25 25 25 9.5 a- kA' G 29 M N 29 4'-11. D N N 25 N S-1' 0 25 25 25 25 1 0' 11.46 F 30 36 30 30 T-r D 28 N N N T-T 0 28 N 26 M 115APHFXPOGDREB 0'A- 11N' F 30 20 30 30 k-11- 0 28 0 25 2a k-it- 0 a 26 N N 25 3 114' 15-11' 0 22 25 N N 1119' C 20 M 24 25 19-11- C 19 N N 26 T4' 193• F 3o 90 3o 3o VF 0 N 26 26 a P-0' 0 26 26 a a 3.1 0'-0' F.I.1 0 23 25 26 TF 1PA- C 20 22 N 25 iP-1- C 20 23 N 25 9.5 T-T 1D4• F 31 31 31 31 64' 0 M a a a 8'-T D a a a 20 4 lri ZP 0 N 24 a 27 9-P C 21 22 N N wu' C 20 a N 25 10 6-1. 10'-1' F 31 31 31 31 T-r 0 a 26 N N IsZ D a 25 a a 4.5 rS 13'-11' 0 N 24 N 27 9-1. C 21 21 23 N SAW C 21 22 TS a 11 6-r 9'-8- F 31 31 31 31 3.9- D 2a 25 a a S-iP 0 3r 2T 21 ZI 5 5' 13'-T D a 25 25 27 9S D 21 21 a N lsS D 21 M a N 12 Sd' 9-0' G 32 32 32 32 Ste' D 27 27 v 2r V8 D 2r v 21 21 55 lsr 17S 0 a a a a T-11. 0 21 21 a a T-1P D 21 21 23 24 19 VS. X4' G 32 32 92 32 6-1- D 27 TF 17 9 6-r D V 27 21 21 6 74e 11.41P D a 25 25 a r-r 0 22 22 22 23 r-S D 22 4 a N 115 MPH EXPOSURES 615 S-r 114' F 26 26 a a T-i' D a 22 22 N T-0- D 22 a M N 10 3 WI 16-1' C a 26 9 a 13'8 B 21 a 25 26 13'-1' B 21 24 25 2F r 4'-1P IV-IV F 26 26 26 a lr - D 22 22 22 N 6d' D 22 22 22 a LIVE 3.5 1P3 IT-T D 24 a 27 a 13'L' C 22 23 25 25 tht' B 21 a 25 a 75 4'£ 1Pd F 26 a 28 a is 1 D 22 22 M a lrS 0 22 M a a LOAD 4 trd 19-r D a a 27 a 1r4' C 22 a 24 26 11.4' C a 23 a a 8 4'-r 10-0' F 26 a 26 a 9-1' 0 M 22 22 23 F-T D 22 22 N a ONLY 4.5 1T-1. 15.1P D 25 25 26 28 11.3 C a 23 N a 19-0' C a 23 N a 85 4'-0' P-r F 26 a 26 a 5-1w D 22 M 22 a 6-11- D M M a 23 5 13'-r 1T-r D 26 N 26 28 19.9' C a 23 24 a 19-T C 23 23 24 a 9 3-9' VS G 27 27 27 27 S-T 0 22 a M a Ir ' D a a a 23 5S izA 14'-T D 26 26 26 27 17-1. C a 23 a a Pd- C 23 23 N a H5MPHEYMERAIEO n1a MPH IWOSURE8 ESSION a IT, 14'A" 0 'P 27 27 2F 9'E- C a 23 23 N V. C a 23 24 a 25 3 11'4' 16-r 0 N 21 a 30 IV-T C 22 24 26 27 �QF 6.5 19S 14'-0' D 2F n 27 27 9'-1' C 24 N N 24 P-1P C 24 N N a a5 V- 14'8 D a 22 28 a 9-P C 23 N a 27 7 9'd' lw• D a 28 a a 0'-r D 24 N 24 24 k5' C N N 24 24 4 8H 13'-9' 0 a a 28 a 6-1P C a a a 26 75 T.I. 1TnT D a a a a ka- 0 N 24 N N 6-1 D N 24 24 24 45 rs 12•nT D 21 27 N 29 Pd D a a 24 26 a kS 1rs D a a a a r-n- D 24 24 N N rA• D 24 N N N 5 111 17S D 9 27 2F a T8- 0 a a 24 25 Lr1 8.5 9HT izH D a a a a T-r D 24 N N 24 rE D 24 a 24 24 as P-r 11-0' F a v a a T-r D a a 24 a 8 3 /1 m 6 139 9 THr 11'-r D a a a a T2 D 25 a 25 a r3 0 25 a 25 a 6 6d 10'-11- F a 28 a 28 k-T D N 24 24 25 9.5 T-r 11'S' F a E a a T-0- D 25 a a a T-0- D a a a 25 as 6-T 10J- F M a a a 6'i' D N 24 N 2a * J * * .I 012017 6d 16-11' F 2 a 9 -T 410 4 -0 11 6r laS F a a a a 14. 0 a 25 a a 64• D 25 a a a 75 4$ Pr F a 28 28 a S9 D N 24 24 2 12 Sd• Ti F 30 30 30 30 k-11. D a a a 25 6-P D a a a a a P-T 1-1. G a a a a 58 D N 24 N 24 s CI P 13 5-2- 9d• 0 30 30 30 30 S-r D a a a a Sa- D a 26 a a BS P-0- e'-9 G a a a a Sr4 D N 24 N N CA`1(T ' G at as a a SO D N N N Fcm-W DEC 18 JUN 03 2015 ICC ESR 2676(2012 IBC)12/11/2013 Page 43 of 74 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS Roll Form Alum Fascia wl Insert Detail W) I Edruded Alum Fascia(Detail U) Fxtmtletl Alum Fascia(Detail V) Roll Fomt Alum Fascia w/Insert Detail W E ded Alum Fascia(Delall U) Extruded Alum Feud a(Detail V) TABLE 5.5 pttachetl Freestanding or Attached Freeslantling or Attachetl Freestanding or TABLE 5.5 Attached Freestanding or Attachetl Freestantling or AM ed Freestanding or SWCNre MUlgspan Units Structure Multispan Units Structure MulOspan Units SWcture Multispan Units Structure Multi span Units Structure Multis an Units GROUND TRIB POST MP% POSTLENGTH MA% MAx PORT LENGTH MM MPX POST LENGTH GROUND TRIG POST MAx MAX POST LENGTH MA( MUM( LENGTH MM MA(MST LENGTH BROW WIDTH SPACING FOST MIN /WiFA I 16' I 12' POST MIN Fp]TER 6' I IP I 12' POST MIN FOOTER B' ( 1P I 4' 3NOW WIOTN SPACIN POST MIN CO 4 ' 1P I IT POST MIN 8' I 10' ( 17 POST MIN CO 6 I t0' I 12' LOAD (FT) ON SLAB SPACIN PoST 6QE I.T..X.NED FOOTS SPACIN POST SUE CON6TFWNEO FOOTS SPACING POST 5¢E CONSTRANEO FOO LOAU (Ff) ON sIAB SPACIN P09T SQE CONSTRAINED FOOTER SPACIN PORT SUE CONSTRAINED FOOTS SPACIN POST SQE CONSTRAINED FOOTS IPSFI (Fri (Fri TYPE •d .1 •d •d (FT) TYPE 'T 'tl• 'E' V' (Fr) TYPE •U• .1 •E• 'T (PBFI (FT) (FT) TYPE •E• •T -T -T (FT) TYPE •e •E• •C •O• (Fl7 TYPE •d •E• •E• •tl• f) C 7 M1 M) 0^1 f) (nl Ml (ial C I (in) M) M) Bq M) 0n) M) On) M1 MI MI On) MI fM 115MPHEXPOSUREL x IM MPH EXPOSURE B 115 MPH EXPOSURE f0 3 22'E- lrJ D 25 25 29 31 12'-IV C 23 25 27 25 tY{f B 23 25 2] 2d 30 3 9'S' 15V' D 22 25 R6 2B 10'-f0' L 19 Y1 x4 25 10'3 C 19 23 24 25 LIVE 3S 19'-S 16Q' D 26 27 29 3D 12'-0' O 24 25 26 2B 1I.A. L 23 25 27 28 3.5 9'-'Y 14'8 D 23 24 26 27 9'-10' C 20 22 23 24 fr ' D 20 22 24 25 LOAD 4 1T.T 16-5" D n 27 29 3D I14T C 24 24 26 27 tV-S C 24 25 26 2a 4 T-1' 13'-Iw D 23 2A 28 27 T$ C 20 21 23 24 8'-1B" C 20 22 23 25 ONLY 4.5 15'-1' 14'-lT D 23 29 28 30 lv3 L 25 25 25 27 9'-IT C 24 24 26 n 4.5 64• 13'-0' D 24 24 25 27 64• D 20 21 22 24 6.17 D 20 22 23 24 5 13'-r 14'A• D M 28 28 30 B-r C 25 25 25 26 9'i C 25 25 26 27 5 TS 12'-A D 24 24 25 26 T-9' 0 21 21 22 23 r$ D 21 21 23 24 5.5 12'4- 13'-11' D 29 29 29 29 S-0' C 25 25 25 26 8'-S' C 25 25 25 2r SS S-r 11'-r D L 24 25 26 T-r D 21 21 22 23 T-Y 0 21 21 22 24 6 11'4- 13'-3- D 29 29 29 29 66' D 25 25 25 26 Er • D 25 25 25 27 6 1-9• t1'-0' F 25 25 25 26 6-10' D 21 21 23 23 SAW D 21 21 22 23 6.5 19S 12'-0• 0 30 3D 30 30 fr ' D 28 25 26 25 r-11' D 25 25 25 26 6.5 14- IPS F 25 25 25 25 V-V D 21 21 21 23 V8 0 21 21 22 23 T 9'd' 1Y-1' D 30 30 3D 3D r-V D 26 26 26 25 T-1' D 25 25 26 26 7 4'-1' IV-0' F 25 25 25 25 6'-1' D 21 21 21 22 6'-T D 21 21 22 23 ]5 W.I. 11'-7' F 30 30 30 30 T3 0 26 28 26 26 T-3• D 26 26 26 26 7.5 T-V a-r F 25 25 25 25 S-1w D 21 21 21 22 T-11- D 22 22 22 23 B B'8• 11'2 F 31 31 31 31 r-V O 26 26 26 26 6'-11• D 26 25 26 26 0 T-V ". G 26 26 26 26 5'S 0 22 22 22 22 5'd• D M 22 22 23 0.5 S-0' 1V-9' F 31 31 31 31 6d• D 28 26 28 26 6d• D 26 26 26 26 8.5 34• e'-10- G 26 26 26 26 5'-9' D 22 22 22 22 F-Y D 22 22 22 22 B T$ 16-5 F 31 31 31 31 65- D 28 26 26 26 6-S D 2) 2T 2] 2T 115 MPH EXPOSURE C or 1YJ MPH EXPOSUREB 9.5 T-T 16-1' F 31 31 31 Ti 6-2" D 2T 2) 27 2T 68 D 27 27 27 27 30 3 SW11-8. D 24 27 28 3D IV.1' L 21 24 25 2) 9'-0' C 21 24 20 27 10 6-S- 4-T F 32 32 32 32 V-11• D 27 27 27 27 V� D 27 27 27 27 3.5 6-T 13N1• D 25 28 28 29 S-2- L 22 23 x5 26 8'-tt• C 22 2I 25 27 11 6-27 9'-Y G 32 32 32 32 63• D 27 2) Z7 2) S.V D 27 27 E7 27 4 T-1• 16.1• D 28 26 2B 29 64' L 22 23 24 26 S-3' D 22 & ?5 26 110 MPH EXPoSURE3 4.5 64' IY-Y D 26 28 D 29 TA' O 22 23 24 x5 T-8' D 22 29 26 2O 3 WAIT W-3• D 22 24 26 27 IY-Y C 20 22 24 25 fl'-Y O 19 23 24 M 5 5'd' 111b' F 26 26 27 20 r.r D 23 23 24 25 TR' D 23 23 24 26 15 IT-r 15'-5. D 22 24 20 27 I1'-1• C 20 22 23 24 f0'-6 L M 22 24 25 55 5-T IVAT F 27 27 V 20 6E' D 23 23 23 25 6A' D 23 23 24 25 4 6-11' 14'-9• D 23 24 25 27 t6-Y C 20 21 23 24 1-1. C 20 22 23 25 G 4'A' 10'$ F 27 27 27 20 6d' 0 23 23 23 25 64' D 23 33 26 25 4.5 .r-fl• 14'-T D 24 24 25 26 65' C 21 21 22 24 9'-2- O 20 22 23 24 6.5 4W 8'-V F 27 27 27 27 6-11' D 23 23 9 24 6P 0 23 2J 24 25 5 T-1• IT D 24 24 25 M 6A' D 21 21 22 23 8'-r O 21 21 23 24 ) V'I- F4 G 20 20 28 a S-T D 23 23 Y3 N S-9' 0 23 x3 29 25 5.5 6S 1Y-11- D 24 M 25 26 6-1. D 21 21 22 23 B'-1' D 21 21 22 '4 6 6-11' 1Y3• D 25 25 25 26 1-91 D 21 21 22 23 T-T D 21 21 22 23 OVER- TABLE 51 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES �OFESSlO 6.5 6-5- ll'w F 25 25 25 25 T4• 0 21 21 21 23 T4• D 21 21 22 23 HANG PROJECTOR OF SINGLE SPAN ST➢CTURES(FT) O PU 7 S-1' 1t'-T F 25 25 25 25 T.T 0 22 22 22 22 T-0- D 22 M 22 23 (Fri 6 T 9' 9' 16 11' I IT 14' IF IV IT Ia. 19 Or 21' 2Y 7.5 4'-9' IT-T F 26 28 26 26 F$ D 22 22 22 x2 Fd D 22 M 22 23 V T 3.5 4' 4.6 V 5.5' 6 S.S r 7.5 6 a.5' e' 9.6 t0' 10.S it- = V[- e W-5' tUb' F 20 25 26 26 64 D M 22 22 22 65' O 22 22 22 23 I' &V 4' 4.5' 6 5.5 6 6S r 7.6 6 8.5' 9' av to- 10.T 11' IT, 4--r 9'-0P F 26 26 26 26 6-1' D 22 22 22 22 6.2' D 22 22 22 22 Y Na Na Na 5.5' 6 6.5' r 7.9 6 0.V 6 B.S 10' 10.6 IV 11.5 'Y J p i] n 9 3'-H• 77' F 29 26 28 26 5-10' D 22 22 P2 22 5-11' 0 23 22 22 P2 3' Na Na Ne Na Na Na Na e' 0.5' V 9.5 10' ID.S' 11' 11.S IT 12.5 U O 9.5 T-S' 9'J' G 26 26 28 Z6 S-T D 22 22 Y2 22 6A' 0 22 22 Y2 22 4' Na We Na Na Na Na W. Na Na Na Na t0.6 N' 1i5' t2' 126 13' * .6 2Ulu 11OMPHEXPOSUREC -lWMPHEXPOSURE6 '- 2o 3 1I.-IT 15'.T D 24 26 25 29 IV-2- c 21 24 25 27 ID4T C 21 24 26 27 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for J 3.5 10.2- 14'4T D 25 2e 29 29 for - c 22 23 25 26 e'-r c 22 24 25 27 far Attached Single Span Structures Freestanding Structures or Mulgspan Attached Structures C( -IN 4 B'-11- W.I. D 25 26 27 29 94• c 22 23 24 26 9'-1. c 22 23 25 26 Past Description Max POST Detail Post Description ld= g' m Max POST CA��FO� 4.5 r-1r 13-6 D 26 2G 27 29 6'-r D 22 23 24 25 Vs c 22 23 25 26 Hgt Code Height Code Detail# 5 T-r IY-6 D ze 25 27 28 E'-0' D 23 23 24 25 T-IV D 23 23 24 26 Twin 0.032"x1.5"xl.5'Scroll 8' A AO 0.048'x3x3'Steel Clover " 8' B AK DEC 1 8 201 3 5.5 6-Y IT-ii- D 27 27 27 2B T£' D M 23 23 25 r-5' D 23 23 24 25 Twin 0.024'x2'x2'Scroll 9' B AD 0.048-x3'x3-Sleel Clover " 8' C AK 6 6-11" IT4• F 27 27 27 28 T-1. D 23 23 23 24 T-r D 23 23 24 25 0.032'Posl w/0.024'Side late 12' C 3/16"x3'x3'Steel Square " 14' F AF Ba 6s- IV-IT F 27 27 27 27 es D 23 23 x3 24 6E' D 23 23 24 25 0.032'Post w/0.032'Side late 12' D 3116'X3'x3'SteelSquare " 8' G AF 7 6-I- tD'4' F 28 ze 2e 28 64• 0 24 24 24 24 6.5' 0 24 24 24 25 Clover 0.040'x3'x3'Alum 19 E AN 1/4'x3'x3'SteelSquare 2" 12' F AF 7a 4's 6nr F 20 28 28 20 6'-0• 0 u 2e 24 24 6-r D 24 24 24 24 Magnum 0.075'x3x3'Post 12' F 114'x3'x3"Steel Square 4" 8' G AF 6 4's• F-V F 28 28 28 28 6-r D 24 24 24 24 6-im D 24 24 24 2a 0.048'x3'x3'Steel Clover IT G Ax 3/8'x3'x3"Steel Square 6" 8' K AF cJ\ORAL es 4'-2- 9-2' G m 2e 28 23 6.6' D za 24 zd 24 5•.r D 24 xa 24 24 0.048'x3'z3'Steel Clover t0' H AN 3I16'x4'x4'Steels uare6" 14' 1 AF 9 T-11. VAT G 29 29 zs xa =a- D 24 24 24 24 5'-5- D 24 24 24 24 3116'x3"x3"Steel Square 15' I aF 3/i6'x5'x5'Sfee15 uare1" Is, L AF �O 9.5 3'9' B'8- G 29 29 29 29 SA. D 24 2a 24 24 6-2- D 24 24 24 24 114'x3'x3'SIee SgUare 15' J AF 3/16'x6'x6'51allU Uare6" is, L AF 10 V' 9'3' G 29 29 29 29 4'-t0' D 24 L M 24 5'-0- D 25 25 25 25 3I8'x3'x3'Steal Square 10' K Af GENERAL INSTRUCTIONS FOR THESE TABLES 3/1TX4'z4-Steel S uare 15' L AF 8 33 _ 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE B.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.5 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT United Ouralume EX 7 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 350 S.Raymond Ave J #. (PATIO UNITS USE 10 PEP MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Fullerton,CA /I USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Cad PuNam,P.E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEh 3"11vylink Place S.DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR SLAB T.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.5 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE i SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Cadputnamocomcastm, 6.CHOOSE A HEADER FROM TABLE 5.5 THAT HAS ADEQUATE SLAB 9.FOLLOW 9-1D 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 5.5 JUN 03 2015 ICC ESR 2676(2012 IBC) 1 211 1/2 01 3 Page 44 of 74 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS 4-)(2.37W I Beam (Detail P) 0.048''xWx3•Steel Beam(Detail J) Double 0.G48'x3'x3'Steal Beam Detail AU 4'X2.37Y 1 Beam DalaiI P D.G4BN3'x3'Steel Beam(Detail J) Double D.048"x NY Steel Beam Detail AU TABLE 5.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.6 Atlachetl FrcrestalMIng or Attached Freestanding or Attached Freestanding or SWVsma Multsinum Units Shucams Multi span Units Structure Mulfispan Units SWcture Muitispan Units I Structure Mul9span Units StruC na Mul9span Units GROUND lW8 POST MA% MAX POST LENGTH MA% MA%POST LENGTi MAX MNC POST LENGM GROUND TRIB POST MAI MAXPOSTLENGTH MAX MPX POST LFNGIH MPX MAX POST LENGTH MGM[ INDTH BPAGNG POST MW FOOTER B I IV I 1Y PoSr MIN V. 9' MST I 1Y POBT MIN MWER B' I 1P I 1T SNOW YADTH GPALIN PDST MIN Wi 6 I 1b I 1Y PoST MIN 9• I 1C 112 PoSr MIN B I 10• I 1Y LOPO (RJ W2 SLAB SPACIN POST 61ZE CONSTRAINED FO SPACIN POST SUE GONSTRAINEDFOOTE SPACING POST scue LONSTRNNEO F LOAD (Fr) ONSIAB SPACIM POST S6E CONSTRAINED FOOTER MST POST 5� CONSTRAINEDFOO PACI POST 69E LONSTRAINEOFOOTE IMF) (FT) (Fit TYPE w '4• N N (Fr) TYPE V 'r •C 'S (FT1 TYPE Y 'T Y W (PSF) (Ft) (F]] TYPE •r •d• •d• M (FT) TYPE Y •d• W) 'S UM TYPE b' V' N 'C M) M) M) 6n) M) M1 M1 M) M) M) M) M/ M) On) On) MI M1 M) M) M) MI (n) M) on) 110MPHEXPOSUREB 115MPHE)505URES 10 3 22S 19.8' A 16 21 22 M 11'S B 19 N 22 N 1Pd' B 21 21 23 244 3 11'-iP a•S B 18 21 22 21 IV-1• B 19 as 21 23 12•S c N 21 22 24 LIVE a5 193 S-lw B 19 51 22 23 11'-1• B 20 93 21 23 14'-0• C 22 22 22 24 35 101-r SS 0 19 w M 23 YJ- C 19 20 21 22 1Y-1. 0 21 21 22 23 LOAD 4 1T4T BS B N M 22 N 1DS B 21 21 21 22 1TS L 22 22 22 23 4 r-11• TS c 19 20 21 23 r8 c M 20 21 22 11'S D 22 22 22 23 ONLY 45 W.I. 9-T B 21 21 21 23 i9d C 21 21 21 22 12-11• C 23 N N N 45 MI T-r c 19 21 21 22 T-11• C 20 20 21 22 11'-1• D 22 22 22 23 s 13'-7 5-11' B 21 21 21 M 9-r c 21 21 21 22 irS c 29 23 23 23 5 1-1. BS c 19 18 21 22 TS C M 20 an 22 1PB' D 23 23 M 23 5.5 12J• rJ• C 21 21 21 22 9-1• c 22 22 22 22 1Y-1• O 24 24 24 24 5.5 SS InT C 2) 20 IND 22 TIT c 21 21 21 21 1Od• D M 23 M 23 8 114' T-18' C 21 21 21 22 B-T C 22 22 22 22 11'S D N 24 24 24 9 5-11• S-T c an 21 an 21 9-T O 21 21 21 21 19-1' 0 24 24 N 24 65 tr-9 TJ• C 21 21 21 22 rS C 22 22 22 22 11'S D N N 25 N 6.5 SS S3• C 21 27 N 21 ra' C 21 21 21 21 9-10' D 24 24 24 24 7 rS 9-11• C 12 22 22 22 T-IP c 22 22 M M 11'4• 0 25 25 25 25 7 5-1• 4'-11. C 21 21 M 21 B'S D 21 21 21 21 0'-7- D 25 25 25 25 75 W.I. 9-T C 22 22 22 22 TS C 23 23 23 23 IV-IT 0 26 26 23 26 7.5 P-T 41B•• C 20 20 21 21 5'-P D 21 21 21 21 9J- 0 25 25 25 25 a rS rJ' Is 12 22 22 22 TS G 23 25 N N irS D 26 26 28 26 B 4'S 4'-r L 21 20 21 21 SS D 22 22 22 22 9-2 D 25 25 25 25 0.5 B•41• 9S C a 22 22 22 5-11• C 23 23 D 23 lqS D 26 28 26 26 85 4'-2' 4'S C 20 20 20 20 53 0 Y1 22 E 22 91 F 26 26 26 28 9 TS SS C M M 22 23 BS C 23 23 23 21 'VS D 27 27 27 27 9 5-11. W-W C 20 21 21 20 S-1' D 22 22 22 23 9-10' F 20 26 20 26 95 T-Y SS C a22 22 22 SS L 25 M n M 1DS D 27 27 27 27 9-5S-Y TAT C 21 20 21 20 4'-11' D 22 22 2S 22 9S F 26 26 asas 10 rA' SS C a 22 22 22 rS D 23 N N N 9-10' 0 27 27 27 27 115MPHID(POSUREC aGOMPHE)(P(1SUREB 11 rS 4'-lW c 22 22 M 22 5-11. 0 24 24 24 24 9-T D 25 20 26 020 3 11'-1P BS B 20 23 24 25 9S C 21 22 23 24 tYS c 2923 N as i2 SS 4'S C 22 22 22 22 5-r 0 24 24 24 24 9S F 26 N 26 N 35 IV-r T.10• C 21 22 23 25 9S c 21 21 23 24 11'-T D 24 N 24 25 13 V.r 4'-2' C 22 M 22 U SS D N N N N 9-0- F 29 29 29 D 4 041' T-1' C 21 21 23 N 9A• C 22 22 M N 9111• 0 N N N 25 110UNEXPOSUREc ar IMMPHEOIDSURES 45 7-11' 9B C 21 21 22 24 TS C 22 M 22 23 W-W 0 25 25 25 25 10 3 22% 9J' B M 22 23 25 10,40' B 21 22 23 25 1Yd C 23 23 24 29 5 T-1. T-11• L 21 N 22 X1 9-11' L 22 22 22 23 1Vd D 25 M N N LIVE 39 19S 9-11' B 21 22 21 N 1DJ- 8 22 22 23 24 1YS C N N N 25 95 SS SS L 21 21 22 N SS L 23 23 23 23 10'S D 28 N N N LOAD 4 1TS r4T B M 22 23 24 9S C M N 23 24 1TS C N N 24 25 a 5-11• S-T C 21 21 22 23 9-27 0 23 23 23 25 9S D 27 27 27 27 ONLY r 4.5 15-1' r5' B 22 22 23 N 9S C 23 N 25 24 11111' 0 25 25 N 25 85 SS 4'-IT C Y2 22 22 23 SAW 0 N 23 23 23 9-7 D 21 2T 27 27 5 13'-r T-B• C 22 22 23 24 0'S C 23 23 23 23 11'S 0 N N N N 7 5-1. 4'S C 22 22 22 22 S-r 0 23 23 N 23 9S F 27 27 a 27 5.5 lzd 1-1. C b M 23 N rS C 2T 23 23 23 11'-Y D 29 25 N N 7.5 4'S 4'J' c 22 22 22 22 SJ' D 23 33 a 23 94 F 20 N 26 N 6 11'J' rS C N N 23 23 T-T C N 24 24 N IV-IV D 27 27 27 27 8 4'S 4'U' C 22 22 22 22 1-1' 0 24 N N 24 r-IT F N N N 26 8.5 19.5 r-3• c 23 23 23 23 TR' c N 24 24 24 1r-T D 27 27 2n, 27 8.5 4'-r S-10. L M v 22 M 4'-11' 0 N 24 24 24 8•% F 29 M 29 29 9'41' 5-11' C 23 23 23 23 S-1P C N N N N I0•,: D 20 20 28 20 8 5-11' SS C Z 22 22 22 4'-r D N N N 24 0'S G 29 29 29 N. T,i 9-1• S-r C 23 Y4 23 23 9-r c N N N N W.I. D M 29 20 20 95 Y-0' 3'S C 22 22 22 22 4'-T 0 N N N 34 SS G 29 29 E 28 6 r.W SS C 23 23 23 N Vw C N N N N 9-10, D 28 28 N N 115MPHE%POSUREB BS rS 5W- C 23 N N 23 1-1• C 0 25 N 25 9-0' 0 29 29 D N 23 3 11-1 Irl B 18 21 M 29 147-1' C 19 M 21 23 1YS C 20 21 22 N 9 Ti• P-,w c 23 N 23 M 5'-IT 0 N N 25 N 9S D 29 29 21 21 3.5 rS 6'S B 19. M 22 M 9S L 19 20 21 22 1Y-1• D 21 21 22 23 95 r-T 4'-r C 23 N 23 23 SF D N as 25 25 9J• G 30 N 30 30 4 rS TO C 19 20 21 22 rS C 20 21 21 22 11'S 0 22 M 22 23 19 rA' YS C 23 23 23 N SS 0 25 25 N N 9-Y F 90 30 an 30 45 TS TS C 19 21 21 22 T--11' c N 20 21 22 11'-1. 0 22 22 22 23 11 1-2- 4'C C 24 N 24 N S-1' 0 25 25 25 25 a'-1T F 31 31 31 31 5 9A• 6•S C 19 19 21 T! T-5' C N N N 22 1D6• D 23 M 23 23 12 5d• TS C N 24 N 24 P-1m 0 26 25 25 20 6•-r F 31 31 31 31 55 6•-r r{T C 21 M 20 22 " C 21 21 21 21 19d' 0 23 N 23 23 13 S-r 3'S c N 24 N N' 4'-r 0 26 26 26 28 r3' G 32 32 32 82 a SS S-T C 21 21 M 21 6'-T c 21 N 21 21 IVA- 0 24 N 24 24 115MPHEXPOSURES 6.5 lrT 5S c 21 20 N 21 rd' 0 21 21 21 21 9-1r 0 24 N 24 N 10 3 22S 19S A 19 N 22 24 11'S B 20 21 22 23 14'S B 21 M N N 7 4'-1r 4'-11• c 20 N 21 N W-WD 21 21 21 21 9-T D 25 25 25 25 WE 1 5 IT.T 9-r B 20 21 22 M 10-11. B 30 20 22 as 1T-r C 22 22 M N 7.5 4'S 4'S c 20 20 21 N S-r D N 21 21 21 9J' 0 25 N 25 25 LOAD 4 1T.W 9S B 20 N 22 N 19.9 B 21 N 22 N 13'-r C 21 23 23 N B 4'S 4'S C 20 20 21 21 SS D 22 22 M 22 9-T F 25 N 25 25 ONLY 45 15'-1. r-It- B 21 21 22 23 9-11' C 22 22 22 23 12-T C 23 23 23 24 8.5 N 4'-Y C 20 20 20 N Sa- 0 M 23 22 In 9'-0- F N 26 N 25 5 13'-r B'-T B 21 21 22 23 sr - C 22 22 22 22 12-T 0 N N N 24 1 9 1 9-9- 4'-0' C 1 20 1 N 1 20 1 20 11 S-1• D 22 22 22 t2 0'-IV F I 111 26 N N 55 12J' r4T c 21 21 21 23 rd• C M 22 22 22 1111W D 24 24 24 24 115MPH EXPDSUREC 9r13DMPH EXPOSURE B a 11W TS c 22 22 22 22 rJ• c 22 22 22 22 lib" 0 25 25 25 25 25 3 11'J• 0'-r B N 4 N N 9a• c 21 22 23 N Q�pFES310^/ `CJSIONAL ick 6.5 l9S T.W C 22 22 22 'II T-11' c M 23 23 23 11-2 D M 25 N 25 35 9d rLT C 20 22 23 N r.W L 21 21 N N !V 7 9-0' rS c 22 22 22 22 T-T C 23 23 23 23 10.11• D 26 26 N N 4 B•S B•-11• C 21 21 N 24 T-15 c 22 22 M 24 7.5 T.I. rJ- c 2z 22 22 22 ra' c 23 23 23 23 1ra o N N 26 N 415 T-6- 6•J• c N N 22 24 T-7 c 22 22 22 23 8 0•S r4T c 22 22 22 22 TS c M N 23 N 198 D n n 27 27 5 r-r F-Ir c 21 21 22 23 6'A- c 22 22 22 23 a5 6'S SS c 22 22 22 22 rS C 23 23 23 23 19-T D 0 27 27 27 55 SIT 5J• C 21 21 M 23 r-9 C 22 22 22 23 n 139 9 TS SS C 22 22 E 22 r4T c N 24 N N 1DS D n 27 27 27 6 W-W T-W C 21 21 21 23 rS D 23 M Zi M J 9.5 TS 5S c v v 22 22 rd' C N 24 24 24 9-1r D 28 28 28 N a5 5-T PS c 21 21 21 23 9-r 0 23 23 23 M R 012017 10 r-r SS C 22 M M 22 Sr D N 24 N N 9d• D 28 2B N N 7 4'-1o' 4'S C 21 21 21 M 5SLD 23 23 M Tk 1 11 r@' 4'-r c 23 A 23 23 5"W 0 N 24 N 24 9J' D 29 29 29 29 75 4'S 4'S c 21 12 23 22 SS 23 N N 23 12. SS 4'2' O 23 2T 23 N SJ' 0 N 21 24 N 9•-1- F 29 29 29 29 6 4'-T 3-11• C 22 22 22 22 S-P 23 23 23 23 CIt34'S C23 23 S-1' D 25 25 25 25 r-IT F 30 90 M 30 8.5 4''r 3•S C 22 22 22 22 4'-1r 24 N 24 N9 Tx 3•S c 2z a zz 2z 4'-r 24 N 24 Al OF 1FC� DEC 18 1 JUN 03 2015 [CC ESR 2676(2012 IBC)12/11/2013 Page 45 of 74 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS 4'X2.375'I Beam(Detail P) 0.048'X!'x3'Steel Beam(Dahill J) Double 0.M4 1k 3'Steel Beam Detal AU 4'X2375.1 Beam (Detail P 0.048'x3x3'Sleet Beam(Detail J) Double 0.048'x3'x3'Steel Beam Detail AU TABLE 5.6 Attached Freestanding or Attached Freestanding or Atleched Freestantling or TABLE S.6 Atached Freestanding or Attached Freintending or WAnchedFreestanding or SWctureMOispan Unffi SWLiure 'MNtiapar,Un6s Structure MuPospan Units Structure Multispen Units Structure Mullis an Units Multispen Units OST TH MAx NOWNOwIOMSPACING FaOUST MIN FM1B4 BSI 19 I G1TMY PaN MIN FOOTER M@AC 9L I GtY MS MW FOGIER 9 I 19 I ST G1Y GNOWDDTI SPACIN POST MIN DOTE NB P 19 IG 1T POST MIN ao e19 P0.tt 10LOAD (FT) ONSLAa SPACIN POST eaE CONSTRNNED FOOTE SPACIN PORT aeE CONSTRINED FOD SPACING POST SGE CONS7RNNEDFOO LOAD (FT) ON sIAB BPACIN PORT aQE CONSTRAINEOFOOTER SPACIN POST 5� CONSTRAINED F00 ACINCONSrRNNE(PSF) (FT) IFTI TPE 1. •d' W •T (Fn IYPE 'T •T •d• 'T (FD TYPE Y' M N 'T (PSF) IF<) (FT) TYPE 'T 'T 'T Y (F0TYPE 'T •T •T •T (Fr) 'T 'Td'M) pn7 Ml On) M) fnl MI M M) M) Ml M) M) MI 6n) MI 1 M) MI 115 MPH EJO'O.SURE C a r13OMPHIDPOSURES 115MPHEXPOSUREB 10 3 Wt 9-1- B 21 22 24 25 IVb B b 22 24 b ITS c 23 9 25 b an 9S B-r B 1a 20 22 23 9S C 19 20 21 n 12 1• C 20 21 b b LIVE 35 195' BS B 21 II 24 25 1P-T B n 23 b 25 1T-1P C 24 24 24 26 3.5 B-T r% C 18 0 21 22 VT C 19 19 21 b 11'd D 21 21 22 23 LOAD 4 ITS 9S 8 b b N 25 9S C b b b Z4 lz C 25 25 25 26 4 T--1• 5-11- C 1a 19 21 22 T-lr C 19 19 21 22 11'-0• D 21 21 22 b ONLY 45 W.I. 9S B b b b b n'T C b 9 b N ll-S D 9 28 25 25 4.5 BA' Si' C 1B 19 9 = T-T C 19 19 20 21 10'-T O n 4 22 n 5 13'-T rS c 23 23 b 24 93' C 24 N 24 M I14' D N 28 29 29 5 fS SAW C 19 19 9 21 a-P C 20 20 9T 21 la3 D 23 b 23 23 55 lvw 9-I9 C 23 b 9 N TS C N 24 N 24 tl'S• a n n n n 55 9-r SA• C 19 19 4 21 9-S C ZD 20 NI 21 9-1P D 29 4 23 28 6 f14' 9S C b b 23 N rw L 24 N 24 N 1941' D 27 27 Tr n a 4'S SS C 19 19 9 21 SS C 9 20 M 21 9-T D N N M N 6.5 t9S li C b b 23 b TS C 24 24 24 M 1V-5 D 211 28 9 N 6.5 44' 4'S C 1s 19 20 21 5'-9 0 9 20 20 9 lr ' D N 24 N N 7 9S VS C 23 b 23 b 9S C b n n 25 19-r 0 211 Za b N 7 4'-1• 4'S C 19 19 19 21 SS D 21 21 21 21 B-1• F M M 24 2A 7.5 9-1• V� C 23 23 23 b 60 C 25 25 25 25 9-11• D 29 29 m 29 7.5 3'A• 41S C 19 19 19 20 SS• 0 21 21 21 21 1'-11. F b b 25 4 9 9S 1-1• C N 24 24 2A 1-1• c 25 25 b 25 9S 0 29 9 b b 8 YS T-11• C 19 19 19 20 SS D 21 21 21 21 9S F ZS b x5 25 a.5 BS 5-IT C 24 N N N 5-11• D N 25 25 b 9S D 9 M 30 w 9.5 34' T• C 19 19 19 20 4'-19 D 21 N 21 21 9S F 25 b 25 25 9 TS 4'-r C N N N N SS D b 25 28 T5 VJ D 30 30 30 30 1ISMPHFXPOSUREC v IM MPH EXPOSURE 9.5 T-S 4'S C 24 N N as 5S 0 9 26 9 M 9S F 30 30 30 3D 90 3 9E' S-0• C N 22 9 b 98• C ZI P1 2] Im 11'-0• IF 22 9 N 25 19 f-9 4'S C N 24 N N 54' 0 26 26 25 M 9S F 31 31 31 31 ].5 5-2• T-1• C 9 21 b N 8'-0• C 9 N 22 11'-1• 23 b N 25 11 f-T 3'.11- C N N M N SS D N 9 b 26 B-9 F 31 31 31 31 4 T-1• 5-S L 211 21 22 24 TA• C 21 Tf 22 lv' 24 N N 35 110 MPHE3P WMB 45 Si' S-10• C M 21 Tl 23 5-Iw L 21 21 22 19S25 25 25 25 9 3 11'-15 9S B 19 30 22 b 19S• B Ia 20 21 22 12'-11• C 20 21 22 b 6 S-0' Si• C 21 21 22 23 90 C 22 22 23 9-1925 25 9 25 a5 19-T VS 8 IB 9 21 9 V8 C f9 19 21 n lrS C 21 21 b b SS S-2 4'-tl• C 21 21 21 n SS C 22 22 22 9-T N N N 26 4 8'-11• T-11• C 19 9 21 w 9S C 19 19 9 M 11'S D 21 21 22 b 8 4'-0' 4'-T' C 21 21 21 23 6S L Y! T1 22 9S N N 25 25 45 r.11' rT G 19 19 21 22 1-1. C 9 9 9 21 ll-S 0 22 = 22 23 B,a 4'i' 44• C 21 Z1 21 b TS 0 9 22 b 9Sn n 27 27 5 T-1• SS G 1B 19 2D 21 T-T c 9 TO 9 21 19-Iw 0 22 = n 22 7 4-14SC 21 21 21 M S-1• 0 9 23 b 9-f0• 2r Zr Tr 27 5.5 VS ll ' C 19 19 2' 21 7'-T C 9 20 20 21 lvS D b 23 23 b a 5-11• S-1P C 19 19 20 21 5-0' C 9 9 9 21 llr • D 23 23 23 9 oiE TABLE fit TRIBUTARY Morris MR SINGLE SPAN ATTACHED STRUCr0R58 QFESSIOIi _ 65 SS SS C 19 19 20 21 SS C 21 21 21 21 9-11• D N N N N HANG PROJECTION OF SINGLE SPAN STUCTUREB(Fn 7 Sd• 1-1• C 19 18 19 21 S-T C N 21 21 21 9% D N 24 N N Fri V T a' 9 19 H' IT IT W IT 19 1T 19 19' Zr 21- n PU 7.5 4'S 4'-1P C 9 9 9 9 5-11• O N 21 21 21 9S D N N N N 9 T 3.6 4' 4S S as 9 OF T 7E 9' as 9 95 19 low 11' Y' a 4'S 4'-T L 9 III 9 9 5S D 21 21 21 M 9S D 25 9 b b 1' 3.5' w 4.5 5 as 9 6.5 T I's 9 8.9 9 as f9 10.9 11' NS U RL BS YS 44' C 20 20 9 9 SS' 0 21 21 21 Ti 9-1• F 25 25 25 25 T Na Na We SS 5 us T 7.5 8' as B' 94 15 105' II. 11S 1T 9 T-11' 4R' C 9 9 20 9 Sd' 0 21 21 21 21 9-1'V F 25 25 9 255 Na Na We Na Ne We Ne 9 as 9 95 IV toff Ill Its 1T 129 9.5 warT-11' C 9 9 TO 9 SS D 21 31 21 21 9S F 91 N 9 M 6' We Na We Na We NU Ne Na Na Na Na 10.5 11 11.f 1T 12S 19' * 10 * 110MPHEXPOSUREC a I30MPHEXPOSUREB 20 3 ll'-fw 9S B 9 b 2] 9 98 L 20 21 23 N lrs c 22 T2 N 9 TABLE 5.3 Post RequlremanLS TABLE 5.4 Post Requirements for OI 3.5 IT-Y a'S c 9 21 b 24 B-Iw C 21 21 22 M ll'A• D N 2] N b for AKached Single Span Structures Freestanding Structuresor MOltispan Attached Structure; \\P 4 9-U• TS c TO 21 b N 9.7 a 21 9 n b tl'a• D N N N 25 Post Description Max POST Detail Post Descrplon I M. POST 4.5 r-11• 6'8' C 21 21 22 9 T-r C a2 22 n 23 10-10- D N N N 25 H Code Footing Height Code Detail 5 T-r 9-1• C 21 21 b b T-r C 22 b 22 23 lus D b b 9 25 Twin 0.032k1.5'x7.5'S=ll B' A Ao O.O4B'x3'xr Steel Clover " w B AK 5.5 'Sa' S6 C 21 21 21 b Ba c b 22 9 b 19.1. 0 N b b b Twin 0.024Y2k2•Scmfl 9' B AO 0.G48'x3'x3'Steel Claver Ir C AK DEC 18 2013 e s-11• 6a C 2f 21 21 n Ti C 22 22 M 22 al D 26 2e N M 0.032'Post w/0.024'Side Ia 12' C AH 3/l6'x3'x3'Steels uare " 14' F AF 6.5 Ts 4'-11' C 21 21 21 9 9S D 23 b 9 23 9-r D 26 9 M 25 0.032'Post w/0.032'Side late 17 0 AH 3/16k3'x3'Steel Square " 8' G AF 7 5-1' 4'S C N r 21 22 5-9• D b M b b lr • D 27 Zr n n CImarO.D4OWx3'Alum IV E 114'k3"xY SteelSquare " 12' F AF 7.5 4•a• Rf C 21 21 21 9 5-r D b b b 23 1 F Zr Zr n n Magnum 0.075k3`xr Post 12' F 1/4k3'xT Steel Square " B. G AF 35 4•-T s•--1Tt' L 21 21 21 b F-V 0 23 23 9 23 a', F N N N 01 0.048'x3INY Steel Clover 19 H � �6k4 z4'Sleeel Buuere " 14' K � DNA 9 T-lr T-9 D 9 n 9 b 4'-l9 D .23 23 23 9 9-r G M 28 N Z8 3/16'x3k3'SteelS uare 15 I 3/18k5k5'SleetS uare ' IV L AF A. tCP 9.5 sa' T.r c 9 zz 22 b aa• D N N 24 24 9.5 G b b 9 9 i/4'z3k3'Steel Square iS J AF 3/18k6k8'Slee15 uare ' 16 L AF �l 10 TS 3'.V C b 22 M n C-B D N N N N Vr G 29 4 9 29 3/B'x3k3'ShrelSquare IS' K 1AF 81,39 GENERAL INSTRUCTIONS FOR THESE TABLES 3116k4k4'Slee15 uare IS I L 1AF IU /I 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE S.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.6 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT United Duralume 17 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE SA 360 S.Raymond Ave (PATIO UNITS USE IO PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR F OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Fullerton,CA USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS - sT r iv1 \P 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Cad Putnam,P.E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3"11vylink Place 0 CA\-\F S.DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR SLAB T.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.6 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE I SLAB S.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING TadpumaniftmmeasLnel 6.CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Mise3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES JjJ�T 03 ZOI S T.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.6 ICC ESP 2676(2012 IBC)12/11/2013 Page 46 of 74 SOLID COVER 5.0 POST SPACINGS FOR PATIO AN13 COMMERCIAL COVERS IN 115 MPH WINO AREAS 6-x4.5-I Beam Detail Q 7'x5.5'1 Beam Detail R 10'x5.5-I Beam Detail T 6'x4.5.1 Beam Detail Q Tx5.5'I Beam Detail R t0'x5.5'I Beam Detail T TABLE 5.7 Attached Freesfendlllg or Attached Freesbntling or Attached Freestanding or TABLE 5.7 Attached Freestanding or Attached Freestanding or AOached Freestanding or Structure Multispan Units SWcWre Mullis Units Stru❑Wre Multispan Units SWcture Mullis an Units Structure Multis"m Units ShucWre Muillspan Units GROUND TRIG POST MAX MAX PoST IENGIH MAx MA%PoST IFNGTH MA% MAX NeT LENGTH GROUND TRIB POST MM MAXPoST LENGTH MAX MAx POSTLENGIH Mitt NIMPOSTLENGTH SNOW WIDTH SPACING MST MIN 1.1 6 I 12 I 1S POST MIN FWIER e' ( 12' I 16 FOS7 MIN FODTFR T ' 1T I 15' SNOW WI❑Tit SPAGIN POST MIN T ' tY I 15' MST MIN T I 1Y 115 POST MIN 0' I tY I 15 LOAD (FT) ON 3LAB W=N PoST 85E CONSTRAINEDF SPACIN POST 5� CONSDUINED F00 SPACING POST S¢E CONSTMINEO FCO LOAD RM ON SIAB WP INCPOST SUE CONSMANEDFOOTER WMIH PoST 312E CONSTRAINEOFOC =14 POST SZE OONSTRAINE❑FOO (PSF) (FO (FT) TYPE Y •4• -S -T (FT) TYPE 'T Y -d' -d- (FT) TYPE 'C 'C 'C 1. (PSF) (Fr) (FT) TYPE -d- -C -C N (FT) TYPE 'A -4' -d' T (Fn TYPE -A 'C MI M) M) M) ON M) M) 0n) MI M) M7 pnI On) M1 M1 M) M) MI M) MI M1 MI (1n) (h) 1101APHE%POSURE8 115MPHB70'OSUREB 10 5 13'-T 1TO D 26 26 28 21'W 0 28 28 30 2TS G 30 30 31 M 5 T-t' 1PA- D 28 28 29 30 1C-V G 20 28 30 32 26'W G 31 31 31 33 LIVE &is 1Zi• IV-r D 22 3l 29 21'-1- F 29 29 30 25-T G 31 31 31 SS SS 14'3• F 26 26 28 30 1@S O 20 28 30 32 26-IW G 32 32 32 M LOAD 8 11'A- 15-1• D 27 27 28 2PS F 29 28 30 2W-I- G 32 32 32 8 5.11. 1T.B. F 25 25 28 30 1T-r G 29 M 30 R 25.1. G 32 32 32 33 ONLY 6.5 195 15$ D 9 9 26 1C-11' G 30 30 30 2S-r G 32 32 32 IsS SS 12-IV F 2l 22 28 30 1TS G 9 29 30 31 MW G 33 33 33 33 7 9.8- IV-r ❑ 28 28 28 19'$ G 30 3o 30 25'-1- G 33 33 33 7 5-1• 1Y-Y G 2r v 2T N 1S-S G 30 30 30 31 23'-1- G 33 33 31 M 73 9--1• 14'-11' F 28 2S 28 19'$ G 31 31 31 M'-T G 36 34 u 7.5 P-V 11'T G 22 27 27 28 154- G 30 30 30 31 ='T G 33 33 33 33 8 6$ 14'-1- F 29 29 29 18'-r G 31 31 31 24'-r G N 34 34 8 4'-r tt'A' G 27 27 u 29 15- 11. G 31 31 31 31 -1. H 34 34 34 34 BS TW-W14'{' F 29 9 53•2B 1 G 33 32 32 23'$ G 35 35 35 0.5 4'S 1S$ G 2r v27 20 14-2 G 91 31 91 31 W 20'-t- H 34 34 34 31 B THT 1S-T F 29 28 28 15.10- G 31 31 31 Zr G 35 35 35 9 2-11- W-1' G 27 27 27 28 14'$ G 31 31 31 31 19'-Y H 34 34 34 N 9S T-Y 1TS F 9 9 9 1T$ G 32 32 32 23'-1' G M 30 35 9.5 T-r 9$ G 27 27 27 28 14'$ G 31 31 31 31 18'-S H 36 34 34 34 10 S-Y 12-e- G 30 30 30 15-r G 32 32 32 9'$ G 36 36 36 10 3'$ S-3• G 20 28 9 9 ITT G 31 31 31 31 17"W H N 34 ]4 34 10.5 5-S IZ4' G 30 30 30 1V-W G 33 33 33 2Y$ G 35 35 35 10.5 Wd 5-11- G 28 20 28 28 15$ G 31 31 31 31 1T-1- H 34 % 34 34 11 6$ 11'-11- 0 M M 33 16-r G 33 33 33 2Y-Y G 37 3T 37 11 5-Y 5-r G 9 30 9 9 12-r G 31 31 31 31 18'S H 34 34 94 34 115 5-11' 11'-T G 30 30 30 15$ G 33 33 33 21'"1. H 37 37 37 11S Y-t' S$ G 2B 2B 9 20 1Y-Y G 32 ]2 32 32 16-tp H 35 35 35 33 12 S$ 11'-2 0 30 30 30 1S-3' G 34 34 34 21'- - H 37 37 37 11510PHEXPOSUREC a1301APHIOTOSUREB 13 SS 10'$ G 30 30 30 14'-10- G 34 N 34 W.I. H 38 3B 30 9 5 r-1. t4'-Y F 9 28 31 w t5d G W 31 33 9 NW G M 34 34 36 14 VAT 9-11- G 31 31 31 H'S G 35 35 35 15-11' H 30 N 38 5.5 SS 19'$ G 9 9 31 32 1TS 0 31 31 32 N 9'd• G 35 35 35 35 15 4'$ W-V G 31 31 31 1T-W 0 35 35 35 1T$ H M 35 36 a S-11. 1Y-r G 9 9 30 92 1T$ G M 32 32 34 9'-Y G 35 35 35 35 110MPHI%PO.SUREC v tM MPH EXPOSURE B 5.5 SE' 11'-11- G 9 9 30 M 16'S G 33 33 33 34 =-W H as 36 36 38 10 5 IT-7 15AW D 9 9 31 91Y F 31 31 33 N-11- G 39 33 33 7 5-1. 11'-7 G 9 9 9 31 15- 1 G 33 9 M M 21'd' H % M 36 M LIVE SS 12i- 15i- D 9 9 31 19'-r G M 32 32 N'S G M M 34 7.5 4'-9 10$ G 9 9 9 31 15$ O 33 33 33 33 9'S H 37 U 3T 37 LOAD 6 IIW 1Y-11- D 30 30 31 19'$ G 32 32 32 2S-r G 35 35 35 0 4•S 19-Y G 30 30 30 31 14'b- 3 34 N 34 N 19�4- H 37 37 3T 3r ONLY 6.5 10'-S 14'$ F 33 30 30 18'$ G 33 33 30 9'$ G 35 9 35 0.5 I'-Y 9S G 30 30 30 30 14'$ 3 34 N N M W-W H 37 :7 37 37 7 6$ 14'-Y F 31 31 31 1W.W G 33 9 M 2Y-r G M 36 36 9 3'-11' lr ' G M M M M 13W M M M M 1T$ H 31 37 3T Sr 7.5 9-1' 1S-T F 31 31 31 1T-r D M M 3t =Y G 37 3T 37 9.5 T.T SAW G 9 9 30 30 tY-11- O M M M M 16-11' H 37 37 37 T 8 T$ IV-11- F 31 31 31 1TS G M M M 21'-11- O 37 37 37 10 T$ 0'd- G M 30 30 M tYS G M M M M 1Sa' H 37 37 37 37 Be T$ 12'A- G 31 31 31 15-11- G 35 35 35 21'-T G M M M 10.5 TJ- 6-Y G 30 30 30 30 1Y$ G M M M M 15$ H 31 97 31 37 0 T$ 11'-IW G 31 31 31 1" 0 M M M 21'S' G M 38 311 11 T-r T-1r G 30 30 30 se 11'S ti at M M M 15'-1' H 3B M 38 38 8.5 T-Y 11'S G 32 32 32 ITW G 35 35 35 26-11- G 39 9 39 11.5 T.1' T-r G 30 M M M 11'6 0 35 35 35 35 14'$ N 36 30 38 33 10 MT 15-11- G 32 M 32 15'-1' G M 35 35 W`W G 39 39 9 115MPHEXOOSUREB 10.5 55- iT-r G 32 32 32 14''.1V G M 9 36 2T-I- H 9 9 39 9 5 6'-V 14'$ F 9 9 29 30 18'$ G 9 9 30 32 9'd- G 31 31 31 33 11 CS 16-Y G 32 32 32 14'-r G 36 36 36 19•S H 40 40 q0 5.5 B'-Y 14'� F 9 9 9 30 1T-Y G 9 9 M 32 25-ir G 32 32 32 33 11.5 5.11- VAT G 32 32 32 14'S G M M M 10'$ H 40 40 40 6 S$ 1T-B' F 9 9 28 M 1T-T G 9 9 M 32 9'-1' G 32 32 M 33 12 S$ 9$ G M 32 32 13'-1r G M M 36 18•-Y H 40 40 40 64 S-r 12-IM G 2r v 9 90 fi'3' G 9 9 30 31 24W G 33 9 33 33 13 S-Y 6-11• G 32 32 32 1T$ G 37 37 37 lr-1' H 40 40 40 7 4'-1r 12S G 27 27 27 9 16$ G M M M 31 9'-t' G 33 33 33 33 14 4•-lr 8'-S G M a3 M tY-r G 37 37 37 15-1- H 40 40 40 7.5 W.W 11'-r G 27 27 v 9 16d- O 30 M 30 31 2YS H M 33 33 33 16 4'i' T-11' G 33 33 M 11W G 37 37 37 15'-Y H 41 41 1 41 8 4'S 111$ G 21 27 21 29 IT-11- G 31 31 31 31 21'$ H M M M 34 115 MPH EXMSUREB as ". 15$ G 27 27 27 9 158 G 31 31 31 31 20-1- H M M M ]4 10 5 IT-r 16'-r D Z7 27 9 21W F 9 9 31 254' G 31 31 31 9 3'-r W-1• G 27 27 27 28 Ivw G 31 31 31 31 19S H M M M 34 LIVE as 124• 153• ❑ n v 9 9-r F 9 9 31 M-1. G 32 32 32 9.5 1-1- B'd- G 27 Yr 27 9 IW-T G 31 31 31 31 t5S H M 34 M M LOAD B 11W 15-r D 9 9 9 9-1• F 30 30 31 W.T G 9 33 9 10 TJ- 9S G 20 28 29 9 1T$ G 31 31 31 31 tr$ H M M 34 M ONLY as 10$ t5A' D 9 29 9 19$ G 31 31 31 24'-11- G 33 33 33 10.5 3-2- V-11- G 28 28 20 28 1T$ G 31 31 31 31 1T-1' H M M M M 7 9.0- M'-11- D 9 9 9 1W.W G 31 31 31 24'-S G M M 3a 11 3-1. T-T G 20 28 20 28 12'-7- G 31 31 31 31 IV V H M M M M 7.5 B'-1' 14'-T F 9 9 9 1T-T G 32 32 32 W-W G M M 34 115MPHEISCSUREC a13OMPHEI(POSURES QNA� 0 6$ 144' F M M M lx' G 32 32 M 9'$ G 35 35 35 25 5 6-r 14'$ F 9 20 31 33 lr-10' G 31 31 33 35 �p�ESS1 (�g9� F �1 sa 50- 13-10- F 39 30 9 IrAw G 32 32 32 9'-Y G 35 9 35 as 6-Y 1311• G 9 28 30 32 lrJ G 31 31 32 34 Q ` 9 T$ 12-11- F M M M IW.T G 32 32 32 22'-10- G 35 35 36 6 S$ 12$ G 9 9 30 32 15S G 32 32 32 M (40 rU 9.5 T-Y tY$ G 30 M M IVr G a3 as 33 2Y$ G M 36 35 6.5 Sr 11'-r G 9 9 M 31 16<- G 92 32 32 34 10 SA' 1Ar G a0 M 9 15'-11• G 33 33 33 22-2• G N 37 37 7 4'-1r 10-11' G 9 9 9 31 15'-9 G 33 33 33 34 U m 8139 10.5 6E• 11-tr G 30 M 30 16$ G 33 M 33 21'-1W G 37 ]7 3> 7.5 4.V 16-r G 9 9 9 31 1S$ G M M 33 33 8 n 11 5-2' 11'S G M 31 31 156' G M 34 M 21•-r H 33 W M 8 4U• VAT G 9 9 9 311 Z G 9 9 33 33 J t2- 113 SL1- 11'-V G 31 31 31 15-Y G M M M 21'-t' H 9 33 38 8.5 4'$ 9-r G 30 M 30 30 1T.W G 33 33 33 3 6/ 12 5$ 19$ G 31 31 91 15$ a M M M 9-S H M 38 M 9 3'$ 9$ G M M 30 M 13-1. G M M M 34 * 15 * I 1 13 S-Y 16-1. G 31 31 31 1P-T G 35 35 35 19-r H 9 M M 9.5 T-r T-T G 30 30 33 M 1Y-r G M M M 34 14 4--IV 9$ G 31 31 31 IT-IT G 35 35 35 1T-Y H 39 39 39 10 Xd T-r G M 30 30 30 12-1' G M M M St 15 C$ 9S G 31 31 31 1T-1' G 35 35 35 tr-Y H 39 9 39 10.5 T-Y T-11. G M M M 30 11'-0' G 11 T-r I ra• 1 G 1 so I so I so I M 11 11- • I G IM M M Al1E FC DEC 8 JUN 03 2015 ICC ESR 2676(2012 IBC)12/11/2013 Page 47 of 74 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS 6k4.5'I Beam Detail Q 7k5.5'I Beam Detail R I 1Wx5.5'I Beam Detail T 6k4.5'1 Beam Detail Q 7k5.5'I Beam Detail R 10k5.5'I Beam Detail T TABLE 5.7 AOachetl Freestandingor Attached Freestanding or Attached Freestanding or TABLE 5.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units SWcture Multis an Units Structure Mullbspan Units Structure Mul6span Units Structure MuIOs an Units Structure Mullis an Units MM SNpW WIDTH GPRLING PO67 MIN TRIG OUND FCOTER OUND TRIG 7�- r8!tYLI 1GTM@ PoGi MIN FOOIE¢ tB I 1Y (GS PORT MIN FOOIERPOSTLENGIFt M. XI�D�� Me CN POT MIN 09 I 1 'Gn14 PORT MIN S. I T�iGTM MIN OO 6I tY I GS' LOAD (Fn ON SIAB SPACIN POST SqE CONSTUMNEDFOO SPACIN Po5f SIZE CONSTRAINEDFOOTE SPACING POST .SIZE CONSTRMNEDF GLOB SPA( PO6r 6GE CONSTRNNE)FOO]ER SPACIN PoSf SMS CONSIR/UNEDF PACW MST 6UE CONSTRUNEOFOO(PSF) IF) (FT) TYPE 'r V 'V 'T (FIT TYPE 'T •T 'T V (F0 TYPE -C -T -d- -S IT IF T) TYPE •T •r •d• •a• (Fr) TTPE V W V 'T (Fn TYPE •T -T -T 'T M) C) M) M) M1 M1 M1 0n) M) M) M) Op M) MI M/ M1 M) an) (n) M) (h) On) On) (h) 115MPHF OSUREC n I30MFHE)tP0SUREB 115MPHEXPOSUREB 10 5 13'-7- 15-T D 29 29 32 TWAT F 32 32 33 244' G % % 30 90 5 5d' 14'-0' F 25 25 28 30 1T-10' G 2T 9 3O 32 254' G 91 91 3l 33 LIVE a5 174- 1@-1- 0 30 30 31 111-3. G 32 32 33 N-W G 35 35 35 55 S-T 12-1• F 25 25 28 30 1T-T G 2a 2a So 31 24'-r G 31 31 31 33 LOAD 6 11'W 1PS F M M 31 I@d' G 33 M 33 31'-r G 35 35 35 6 P-V lzS G 26 25 2T 29 1@S G 28 23 29 31 23'd• G M 32 32 M ONLY 55 IDS 14'S F 31 31 31 1@-T G 34 M M 22S a 35 38 36 65 @4' ii'-T G 26 26 2T 29 15.4• a 29 29 29 31 MY G 32 32 32 32 7 @a• 1TS F 31 31 31 1T-T G 34 M 34 VY G 37 37 37 7 4'-1' i@-11' G ZB 20 ZT 29 1@S G 29 29 29 31 WRIT H 32 32 32 82 75 1-1. 1Z-1' F 32 32 92 tr> G 35 35 35 21'-TT G 31, 37 37 73 S-B• t@S a a 26 27 28 WIT G 29 29 Be 91 19-T H M M 32 32 B SS 1ZS G 32 32 31 ITS G 35 35 35 21'S G 38 30 M a TS T-IT G 26 26 26 28 lw4 G M So M M 1@-1T H 32 32 32 n BUS @S 11'-11• a 32 32 92 1@A' G 38 38 35 21'-l' G 39 39 39 BS ZA- 9'd• G 28 M 26 28 134' G 3o 30 30 90 1@S H 33 33 33 33 B TS 11'-S G 32 32 32 ivJ G 35 35 35 2RT G 39 39 39 9 9'-Y @`T G 26 20 28 2] 13-1- G 30 30 So 3o lr- H 39 33 33 33 9.5 7'S it's G 32 32 32 tT-1• G M M 36 WS G 40 40 40 9.5 3'S B'-r G 26 26 0 YT 1Y-r G w 30 90 90 1@S H 33 31 33 33 10 8S 1@-T G 32 32 32 14''.IW G 38 30 36 2R1- H 40 40 40 10 2-10- @a- G 27 27 27 V 1Z-V G 30 30 30 30 IT4M H 33 93 33 33 I" 8S 1@-S G 32 w 32 14'-T G 37 37 37 1@-S H 40 40 40 10.5 ZS T-11• G V 27 27 27 11'S G 30 30 30 30 15S H 33 33 33 33 11 @-Y I @-1T G 33 33 33 14'S G 37 37 37 1@S H 40 40 40 115MPHEXPoSUREC wI30MPHEUMSURE8 115 S-11' @d G 33 33 33 tT-T G 37 37 37 1@-1• H 41 41 41 30 5 SS 13'-1• a 29 2a so 32 1TJ' G 30 30 32 M 24'�4• G 34 34 9L as 12 SS 4-T G 33 33 33 lx' G 37 37 37 1TS H 41 41 41 55 T- tY-r G 28 28 30 a2 1@S G 31 31 32 M 23'-2' G M M M 35 13 Sa• @-r G 33 33 33 17-T G 37 37 37 1@-Y H N 41 41 0 4'-9- 11'S G 20 2B 30 31 1a-r G 31 31 32 M 21's H 35 35 35 35 110MPHEI@OSUREB a5 4'A• 16'-T G 28 w m 31 1SS G a 32 32 M W-W H 35 35 35 35 20 5 1-1. 14'-11' 0 25 25 28 30 1@S G 2] ZT M 31 2T-0' G M M 31 31 T 4'-1' 1@-T G 20 29 29 31 14'A• G M M 32 31 lwS H 35 35 35 35 5.5 @S 14'S F 25 25 28 M 1@a' 0 V 27 29 31 M'-T G 31 31 31 32 7.5 TV 8-0' G 29 a 20 M 14'-T G 32 32 32 39 1@S H 35 35 35 35 6 S-ir 14'S F 28 2e 78 29 IT-10. G 29 28 29 31 25-r G a2 32 32 w 8 3'S @-r G 29 29 m 3o lY4' G 92 32 32 R 1rS H M M M M B.5 SS 13'S F 28 28 ZT 2B ITS G 2B 29 31 M'-T G 32 32 32 9R 0.5 34• 5-T G 29 29 A 30 12-T G 33 A 33 33 1SS X M % 38 a6 7 S-1• 17-T G 28 28 27 29 ITS G 9 29 29 31 Mar G 32 32 32 32 9 3'-r lr • 0 29 m 29 29 1Y-S G 33 33 33 33 14-11- H 38 M M SO 7.5 4'S 11'11• D 20 to 27 28 1@-r G 29 29 M 93 22-T G 33 53 33 3: a 4'S 11'i- G 2] 9 21' 28 1@S G M 30 30 33 21'-r H 33 33 33 39 OVER- TABLE53TRIBUTARYWIDTIBFORBIHGLESPARATTACHED6rIWCNREB ff�y0FE5S1p 8.5 4'-r IV-IT G 2] 9 27 28 15S G 3o '.W 30 M W-V H M 33 33 33 HANG PROUBMrON OFSINGIESPANS UCNNEB(F'r) E rl� 9 T-it' 1@S G 2] 27 27 a ib'S G M SO 3O M 19'-9' H 33 33 33 a (Fr) @ T @ @ 1@ IV 12 15 14' 15 15 lr IV 1@ w 1. wfj0 pa$1�T 9.5 3'a• 5-11• G Zr 27 2r V 14'S G M 3o 30 M 19'S H 33 33 33 M D T 3S V 45 S SS S Be T 73 a' BE @ 9S 1@ toS IT - 10 T.W S-r a 27 v n 27 13'-11• G 31 31 31 31 1@J- H 33 33 M 39 11 3E w 4S F BE @ as T 7S @ a5 S OF 1@ 10E 11' HF 105 Td SS a 27 27 a V 1S-S D 31 31 31 31 1r-r H M M M M 2 Ne Ne Na SS @ BE T 7S @ BE @ 8.5' 10, 10.5 1T 11S 12 O 11 TS S-lT G 2) 2T 2T r 1Z-11' G 31 31 31 31 1@-11' H M M M M 9' Ne Na Na Na va We Ne S BE S as tD 10S 11' 11S 1Z 12E U 113 Y-1' @-r G 2T 2T 21 ZI 1ZS G 91 31 M 91 1@d' H M M M M 4' Ne W. Na Na We Ne Ne Na Na Ne Na 10.5 11' 11S 1Y 12S TT * 15 11OMPHE%POSUREC >IwmP %PoSURES 20 5 r-r M'4• F 2e 28 M 32 I@a• G M 30 32 M M-11- G 33 33 33 35 TABLE 5.3 Post Requirements TABLE 5.4 POST Requirements for to Cf 5.5 @s 1Ta• F 2B 2e 32 Ira• G 31 31 32 M M M M Sp 2" G 35 for Attached Single an Structures Freestanding Structures or Multispan All ched Structures e 5-11. 17-11• G 28 ZB M 32 tr-W G 31 31 32 93 V`W G 35 M M 35 Post Description Max POST Detail Post Description Maximum Max POST Q as SS 12a• G 29 a 29 31 IV-S` G 32 32 32 33 2T-1- G 35 M 35 35 H t Code FWBIIg He M Code Detall C'4f-�F 7 5-1• 11•s G IS 29 m 31 1@r• G 32 M 32 33 21L11- H M M M M Twin 0.032'x1.5k1.5'ScmII B. A AD 0.048k3.3'Steel Clover tl= 23" B' B AN 75 C.T IV-11- G 29 29 29 M IT-V G M M 33 33 WRIT H M M 38 36 Twin 0.D24'x2•x2'S=ll 9. B 0.048'x3'x3'Steel Clover d= 27Ir C AK DEC 18 2013 a as IV-r G 29 29 29 M IT-1. G M 33 3a 33 19-1T H 36 M 38 M 0.032'POst w/OA24'S)de late 12' C M 3ll6k3Nr SteelSquare tl= 29" 14' F AF a3 V-r 9-11• G n 29 29 M M'-r G 33 N 33 33 IS-11- H M M M M 0.032-Post w/0,032-Side late iT 0 AH 3/16k3k3'ShIIIS uare d= 32" B G AF 9 3-11• @s G m m 29 3o IT-IV G 33 33 M 33 ta'-r H M M 36 36 Clover 0.040k3k3'Alum 10, E m 1/4'x3'x3'SuRISquare d= 32' 12' F AF to TS S-T G 29 29 29 29 ITS G a 33 M 33 IV-9' H 37 37 3T Tr .04B"x3k3?Steel Clover t 12' G m 3/SS3'1C3'Steel Square d= 36" B K AF O�rG0 0 PAL fiN N� 105 3< @a• G M 3o M M tY-T G M M M M IV-1. H 37 37 37 37 0.04Bk3k3'Steo Clover 10, H AN 3IIVx4k4'Steel uare d= 36" 14' 1 AF PFL 11 T-T @-1• G M 30 M M 1Ta0• G M M M M tss H 37 37 37 m 3/16k3k3'Stee1Square 15' I 3/16'z5k5'Steel3 uare d= 41" 15, L AF Q P Its T-1• rs G M 30 M 30 n'-4' G M M M M 1m-t t' H 37 3T 3T s7 1/4k3'x3'Stcel Square 15' J 3Ii6'x6'x6'Steel Square tl= 46" 15' L AF 12 2-11• TS G M 30 30 So 11'-1- a M M M M 14'S H 37 37 37 T 3/6k3'X3'SIeaI SgUBfB 15, K AF 1 9 OhNIUKAtt.INSTRUCTIONS FOR THESE TABLES 9/i6kbk4'Steel Square 15' L W I.CHOOSE FREESTANDING OR ATTACHED STRUCTURE B.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN P. 30 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.7 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT United Duralume * / 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 350 S.Raymond Ave (PATIO UNITS USE IO PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR#OF FASTENERS FORATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Fullerton,CA USE20PSFMIN) 10.USE THE APPROPRIATE DETAILS Cad Putnam,P.E 9O )F 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 14 FROM ABOVE THEN 34411vylink Place S.DETERMINE TRIBUTARY WIDTH FROM TABLE 52 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.7 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE i SLABS.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cadnutnam88c0mmSLne1 6.CHOOSE A HEADER FROM TABLE 5.7 THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE 7L7 POST SPACING. SLAB 1D.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MB EA TT 7'c3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 1�N 03 2015 T.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.7 ICC ESR 2676(2012 IBC)12/11/2013 Page 48 of 74 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS 16 Gauge 3x8 Steel C Detail N 14 Gauge axe Steel C Detail N 12 Gauge 3x8 Steel C Detail N 16 Gauge 3x8 Steel C Detail N 14 Gauge 3x8 Steel C Detail N 12 Gauge axe Steel C Detail N TABLE 6.8 Attached FeestaMing ar Alfachetl Freastantling or Attached Freestanding or ABaehetl Freestandng or Attached Freestentling or Attached Freestanding or Structure Muldspan Units Structure Mullis an Units Structure MulOsPan Units $WCtDre Mul9span Units $trumbir6 MUIIIspan Units SWcture MuNispan In GRWNp TRIG MST MAX MAX P0.6T LE ' MAX MAXPoST IFNGTH MA% MA%P0.5T LENGTI GROUND TRIG POST MAX MAXPOSTIENGTI MA% MAY POST LENGTi MAX MA%P0.6T LENGTI SNOW WIDT SPACING PoST IN FCOTFR a I 12- I 16 MST MIN FCUrER P I 17 I 1S POST MIN 1100TER1 a I 1r I IV SNOW WIDTH SPACIN PoST MIN 90 a I tr I 15 MST MIN W a I 1T 116 PoST MW a I iT I 16 LOAD (FT) ONSLAB SPACINGPOST 9PE CIXI6TRNNED SPACIN POST SUE CONSTRAINEDF00 SPACING POST SITE CONSTRAINED FOO LOAD (FT) IX3 SLAB SPACIN PDU S12E CONSTRAINEDFOOTER SPACINGPOST SUE CONSTRAINEDF00 SPACINGMST GOES CONSTRAINrDF00 (PSF) (Fr) (Ft) TYPE W 'd L' 'd lF0 TYPE •d• W 'd 'd (FT) TYPE W 'd W •d (PSF) (Fr) (Fn TYPE 'd' •d 'd 'd (F1) 1Y'PE Y W3 N M pro TYPE •d 'd 'd Y M) M) M1 M) M) M) M) M) On) 0n) M) MI M1 M) M) M) na M) M) M) fin) (h) (a) 11O MPH EXPOSURE B 115 MPH EXPOSURE B 10 5 13-T IF. D 25 25 28 163' 0 27 27 29 25-r F 30 30 30 20 5 1-1. 1PS D 23 24 2] 28 13'-0' D 25 25 28 30 b'-1' G 28 20 29 31 LIVE SS 1T4• 1P4- 0 b 25 28 1T-r D 9 27 29 24'S G 30 30 3O SS 6S S-T 0 23 23 25 28 trd• D 25 25 28 29 10-11. G b 29 b 31 LOAD 5 114- 13'S D 25 25 27 16-r D 2T 27 29 234 G 31 31 31 6 5-11• PS D 23 23 28 2] 17-0' D 25 25 27 29 1T-11' G b n 29 31 ONLY (IS 108 17-r 0 0 20 27 1Sd' D D 27 20 2Y-3' G 31 31 31 6.5 SS 0'1' D b 23 25 Zr 11'-r D 25 b n 29 1T-1' G 29 29 29 SO T PS 11'-r D 9 26 27 14'-T 0 28 28 28 21'S G 31 31 31 7 W.I. T-P 0 23 23 25 2] 10.5 D 25 25 Zr 28 1PJ' G 30 30 30 3O 7.5 9-1. 10'-11' 0 9 20 25 13'-1P D 9 28 28 W0 G 32 32 32 7.5 4'S T-T D Z1 23 25 b 6-W D 25 25 b 2a 15'S G 3O 30 30 30 a 6S 10'-0- D 26 b 26 13'S• D 25 28 28 1P-T 0 32 32 32 a 4'S 68 D 23 23 24 28 9-1' 0 25 25 b 28 1C-11- G 30 30 30 30 85 64T 9S D 26 9 20 12'S D 28 9 9 to-1P G 32 32 32 BS 4'-r al' 0 b b 24 28 a-T D 25 25 25 2] W4 0 3t1 30 30 30 9 TS P-r D 9 26 2fi tr-r D 20 28 2B 18'S G 32 92 32 8 3'-11' V0 D 23 23 24 25 E-1' D 25 25 4 2] 13'J' G 30 30 90 3O GS T-r aS D 26 2fi 2fi 11'-0' F 20 28 20 1T-T G 32 32 32 9.5 9'-9 ". D 23 23 24 25 TS 0 25 25 25 2] Iv F G 31 31 31 31 10 6-7 T-3• 0 9 28 26 11'-1' F 28 28 28 ITV G 33 3J 33 10 TS SS D 4 23 23 25 TA- D 25 25 25 b 12-10 G 31 91 31 31 1p5 TS T-10 a 28 20 20 1P-T F 20 20 20 16S a 33 3T 33 10a 3> a-r D 23 23 23 25 T-0' D 25 25 25 b 12S 0 31 31 31 31 11 6-r r8 0 28 b b 10-r F 2H 28 29 16O' a 33 W 33 11 7- 4'-11' D 23 YJ 23 25 6-0' D 25 25 25 2fi 1YA' G 91 91 31 91 11S 3-11- T-r D 28 36 26 SS F 9. 28 28 t6S G b 33 33 11.5 3-1' 4'S D T4 23 23 24 6A' D 20 25 20 b 11'-0' G 31 91 31 31 12 SS 6-11• D 2fi 28 20 Sr • F 28 28 20 1R1' G 33 33 33 115MPHEJO'nSUNEC a130MPHEXPOSUREB 13 6-r BA• D 26 26 28 a-1' F 28 28 20 W4. G 34 31 34 20 5 T-1• PS D 25 25 20 90 1T-P D 27 Z] 30 32 16d- G 31 91 32 34 14 4'-10 a-11• D 9 9 28 6S F 9 20 28 13'-T G 31 34 34 SS firs W-V 0 25 25 28 30 11'-10' F 20 28 30 32 1TS G 31 31 31 93 15 4'-0' S-r D 9 b 2a TS F 9 28 28 13'4T G 34 34 34 0 6-11- 1-1. D b b 27 29 10-10• F n 20 29 31 16-0' G 32 32 32 33 110MPHEXPOSUREC rt19MPHEXPGSUREB a5 64' TS 0 25 b n 9 10-1• F 28 20 b 31 1P-11- G 32 32 32 32 10 5 13'-T 13'S 0 a 9 30 13-10• 0 29 29 31 2r-11- G 22 32 32 ] 6-1' 6'-11' D 25 25 22 28 sv ' F 28 20 28 30 16Q' G 32 32 32 32 LIVE 5.5 124' 17-1- D n n 29 14'-lT D 29 29 31 2V' G 33 33 33 7.5 4'S 6S D 4 25 9 20 a-r F 28 23 28 30 Wf G b 33 33 b LOAD 6 11'<' 11'W D n n b 14'S D n 29 30 WT G 33 33 b 0 4'-V 6-1• D 25 25 20 28 S-r F 28 28 b 29 13'-1V G 33 33 33 b ONLY 0.5 10'S lvS D b 2] 9 131S 0 9 29 9 1PS G b 9 31 54 4'-r 6S D 25 25 26 27 TS F 20 28 28 29 13'3- G 33 33 33 33 7 P-0- 9'S 0 T] 2] 28 1TS D 29 'b b 1aF G 34 31 34 9 5-11- 6S D 25 b 25 22 TS F 28 28 28 29 lrb G 33 33 33 93 7.5 1-1. 841- D 27 2] v 11'-11- D w b 30 1T-10- G 94 34 91 9.5 T.W F.I. D 25 25 25 27 6-11' F 28 28 28 b 12d• G 33 33 33 93 0 V-W 64' 0 27 n n 11'S D 30 30 30 1T-1' G 31 31 34 10 3'F 6'-10 D 25 25 25 21 6-T F 28 23 b 28 11'-11- G 34 34 34 34 8S BuT T-10• D 9 22 22 10-T D 30 30 30 16-r 0 34 34 34 105 T4 4'-r D 25 25 25 2T 6S F 2a 2fi 28 28 11'-0' G 34 94 94 91 9 TS TS D n n n 1P-0' D 50 90 30 1S-10- G 35 35 n 11 TS 4'S D 25 25 25 26 O'-0 F 25 28 M 2B 11tr G 3{ 31 91 S1 9.5 T-r TU- 0 Zr 27 27 W.W 0 30 30 30 lvJ G 35 35 3S 11.5 T.I. 4'S D 25 25 25 25 F F 28 28 es 28 10B' G U. 34 91 31 10 69• 6-0' D 9 2] 27 9'S 0 30 30 30 14-l0 G 35 35 35 115MPHEXPoSURES 105 63 Pi• D Z7 n n 9'-r D w 30 SO 144• G 35 35 35 25 5 6-9 10A' D 29 TA 27 2a 13'-0' D 25 25 28 30 20-1' G 28 28 29 31 11 6-r 1-1' 0 n n 27 a-3- 0 W as ]0 13-11• 0 35 35 35 5.5 6-r ". D 23 23 26 28 129 D 25 25 25 29 16-11' G 29 29 29 91 115 6-11• 6-10 0 9 T] 27 T-10 D 30 30 36 13'S G 98 33 3a 6 6-0' 9-0' D 23 23 25 9 1T'V F 25 25 TI 29 1T-11- G b 29 2B 31 12 SS S-T D 2] 27 27 T-0' D 3D 30 30 13'-1' G 30 36 36 6.5 5-r PA• 0 23 23 25 2] 11'-r F 25 4 v 29 1TA• a 29 29 29 30 13 S-r a-r D 27 n 27 T4Y D 9 30 30 12+5 G 35 b 35 7 4'-1r TA' D b 23 9 27 10S F 25 25 2T 28 104' G 30 9 3O 9 14 4'-1W 4'-V D Z7 27 27 6S D 30 30 30 11'-P G 38 38 38 7.5 4'S T-r D 23 23 25 26 9'-T F 25 25 26 20 lvS G b 30 30 30 15 SS 4'S D 27 2T n 6U' O 30 9 30 firs 6 3T 31 T a 4'S B'-P 0 23 23 24 28 9A' F 25 25 28 20 14'-11' G 30 90 90 90 115MPHEXPCSUREB 8.5 4'S 64• D 23 23 24 28 4-T F 25 25 25 27 144' a 30 30 30 b 10 5 13'-r 14'S D 9 26 29 IT-T 0 27 27 30 24'S G SO 30 31 9 3'-P S4' D 23 23 24 25 B'- 1 F 25 25 25 27 13A' G .W 39 30 31 LIVE 56 124• 211 D 23 26 28 16S 0 27 27 9 W.V G 31 31 31 10 3'-r 6-0' D 23 23 0 25 T4- F b b 25 27 IT-IV G 31 31 31 31 LOAD 6 114' 12'-10 0 9 26 9 16-T 0 28 2B 29 2TS G 31 91 31 10 ]'i- SS D 25 b b 25 Ti' F b b 25 26 12-10 G 31 91 31 91 ONLY 6.5 10.5- 11-1P D 25 26 27 14'A- D 28 28 b 21'S G 32 32 32 10S S@- 6-r D 33 23 23 25 T.V F 25 25 25 25 it - G 31 31 31 31 7 9'S 11'-1• 0 26 26 27 14'-0• D 26 28 28 20S G 32 32 32 11 S'-1• P-11- D 23 23 23 25 6S F 25 25 25 2fi 1Z-W G 91 31 31 31 15 P-1- 1V4- D 26 26 9 134' D Za 28 20 16S G 32 32 32 115 MPH EXPOSURE C a19MPHEXPOSUREB 3 8'S P-0' D 26 36 2fi 12'8 0 28 20 b 10'-10- G 32 S2 32 9 5 9-P PA- 0 n 25 28 30 1r4' D 27 Z7 So 92 OFESSl07�t r,� 8.5 9-W 9-2• D 25 26 25 12•-r D 29 29 b 19-r 6 33 33 33 55 6-r 8'6 D 25 25 b 39 11-r F Z7 27 30 31AL 8.5 9 TS 4-0' D 26 28 25 11'-0' F 9 9 29 1TS G 93 n 33 6 6-0' T-10 D 25 9 n 9 10S F n 27 29 31 RS T-r 6-r 0 2fi 26 25 W-r F 29 2D b 16-11. G 33 33 33 G6 S-2• 1-2- D b 25 n b Pffi F n 27 29 3O 10 68 T-10 D 9 26 2fi 19S F 9 29 29 164- G 9 33 33 7 4'-1W 60 D 25 25 b 28 9'-0- F n 27 n 105 Cd- TS D 9 9 26 10-0' F 29 9 9 15-10 G b 31 33 7.5 firs 63- D 25 25 2fi 28 9'S F n n 2fi �139 11 lrr T-1• D 28 20 26 P-T F 29 n 29 15S G N 31 34 8 4'-r 5-10 D 25 25 20 28 T-11' F Zr n n U 11.5 5.11' 6-0' D 9 9 26 BY-r F 29 29 29 14'-11- G 3a 34 3a 8.5 4'-0' SS 0 25 25 2fi 2T TS F n n n 12 5S 6S D 26 2fi 9 firs F IS 29 9 WP G 31 34 94 9 9'-9' S-0' D 25 25 9 n r� F n n n 9 * r Z 1,TJ * p 13 6-r 6a• D 9 20 9 6-1. F 4 9 29 13S G 34 34 34 9.5 T-T 4'-11' D 9 25 9 n r$ F n n n 28' 14 4'-10- S-r D 9 2fi 28 TS F 9 29 9 19'-1- G 35 35 35 10 ". PS 0 b 9 25 27 64• F n n 27 28 15 aS S-0' D 26 26 9 r-W F 9 9 9 iZ'S G 35 35 35 10.5 3'-r CLV 0 9 25 25 9 firs F 27 n 27 11 3-1- Ca D 25 25 b 9 sa- F n n 27 9 LIF �1)q C!�L \P DEC S Z F`CAL\F MN 03 2015 ICC ESR 2676(2012 IBC)12/11/2013 Page 49 of 74 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS 16 Gauge 3x8 Steal C Detail N 14 Gauge 3xB Steel C Detail N 1 12 Gauge 3x8 Steel C Detail N 16 Gauge 3x8 Steel C Detail N 14 Gauge 3x8 Steel C Detail N 12 Gauge axe Steel C Detail N TABLE 51 Attached Freestantling or Agechad Frcestantling or Atlachetl Freestanding or Attachetl Freestantling.1 Attached Freestanding Or Ailachad Freestandingor Structure Multispan Units Structure Multispan Units SWclura Multispan Units Structure Multispan Unit SWcture Multispan Units Structure Multispan Units SNOWO WmIE I IH SPACING NG POST MIN FOmER 1052'LI GTH t5' POS MIN FOOiER gA%1032 INGtS' P09i MIN FOOiER TH IBIO52' �NG15 GSNOW WIDTH SPAC Nu POST MIN OPTS MA%Pi ZiGTS POS MIN 00 6I 52L IGtS' PoGT IN Oa MAX POST I G15' LOAD (F]) QY 6lA9 PACING MST SITE ICONSTRAINED FOOTS 6PACIN PoBT SIZE LONSrrWNEO FOOTS SPPCING POST SIZE CONSTRAINED FOOTS LOAD (FTf ON SLAB SPACIN POST 512E CONSTRAINED FOOTER SPACIN PAST SME CONBTRAINEO FOOTS SPACIN POST 3PE CONSTRAINED FOOTS (P6F) (FT) (FT) TYPE •C •E• •T •d (PIT) TYPE •E• •G• •E• b• (Frl TWE "O• •E• •B• •C (P6F) (Fr7 lFf) TTPE "U• •E• •tl• •d lFf) TYPE 'E" "C b' "tl' (Fri TYPE •G• •tl• •E• •E• O Onl M) Or) (3+1 C) Onl On) M) Onl C) f) (in) M) 0n) Onl f) U1 (h) f) f) On) On) on)) 115 MPH EXPOSURE C or 13D MPH EXPOSURE B 115 MPH EXPOSUPEB 10 5 13'-r 12'$ O 27 27 30 tSi" D 29 29 31 2Y-3' G 33 33 93 3D 5 5'A' 9'<' D 22 23 26 2B 12'i" D 24 25 28 29 18'-5' G ZI 2T 29 31 LIVE 5.5 12b' 11'8 0 2T 2T 30 tC'-5• D 29 29 Jt 21'4• G 33 33 33 5.5 S-r B'S D Z2 23 25 27 11'3 D 24 2a 27 29 1T-0" G 26 20 28 3O LOAD 6 11'd' 1V-T D 2] 2] R t3'E' D 30 3O 31 t9'-tt' G 34 34 34 0 4'-S" T-10" D 22 22 25 27 I6-0" D 24 24 27 28 164' G 2B 20 2B 30 ONLY 6.5 1T-S W.B. D 27 27 29 IZ-9" D a0 30 SO 1B'-11- G 34 3f 34 6.5 V4 T-r D 22 22 25 26 P-r D 24 24 28 28 15A" G 28 28 28 30 T sr$ B-1' D 27 21 28 12.1" D w 30 3D 19'-1 G 34 34 347 V-1" bd' D 22 22 24 28 P4 D 24 24 26 27 IV=IT G S 29 29 29 7.5 a'-t' 6$ D 27 27 20 11'-5' D 3D 3D 30 1Td" G AS 35 35 7.5 T'T 63' D 22 22 24 26 6-S 0 24 24 25 27 14'-2• G 29 29 M M B 6S B'-0• D 27 27 27 10'-r D 3O SO a0 16-r G 35 35 35 B 3"T SAW 0 22 22 24 25 r-11" 0 24 24 25 27 lxL G S 29 39 29 8.5 B'-0' TS D 27 27 27 10'-27 D 3D SO SO 16-0• G 35 a5 35 0.5 T. 5'S D 22 22 23 25 r-S O 24 24 25 26 1Y-0' G 29 29 29 29 9 TS T-1- D 27 27 27 6-r D SD 30 w 15'4• G 35 a5 35 9 6-r 5'-3' D 22 22 23 a5 r4T 0 24 24 25 26 1Y4' G 29 29 29 29 9.5 T-T 6-9" 0 27 27 21 9'-1" D So 30 30 14'-1P G 36 36 38 9.5 3'-0' 4'-11' O 22 22 23 25 6-0• D M 24 24 29 12'A G 30 30 3O 30 t0 6-r 6.5' 0 27 27 27 B'd' 0 30 30 30 14'>• G 36 36 36 1D Y-10" V-V D 22 22 23 24 ff " D 24 24 24 26 11'-r G 30 So 3D 3O HIS 6-Y 6-1' D 27 27 27 B'3' 0 30 30 33 13'-11• G 36 w 36 10.5 Yd' 4'S 0 22 22 23 20 V-V D 24 24 24 25 11'-3• G 30 30 30 30 t1 6-a- I 6-UT D 27 27 2T T-iw 0 30 3D 30 13'-S G 36 36 36 115 MPH EXPOSURE O or IN MPH E%PoSOREB 11.5 5'A1• 5'-7- D 27 Z7 27 T8' D 30 3D 30 13'-1' G 38 36 30 30 5 Sd" 6S 0 24 25 28 30 11'-5- F 26 26 30 31 Ir4- G N30 31 33 12 5'S Sd• 0 T Z! 27 1-2' D 30 30 30 ITA' G 37 37 37 5.5 S-r T-r 0 N24 27 29 10'-S 0 26 26 29 31 16.3• G 31 31 31 33 13 S-Y 4'-11' 0 27 Z! n 64' E SO So 30 fY-0' G 37 3i 37 6 V-9• T4' D 24 24 27 29 9'-r D 26 26 28 30 IT-S' G 31 31 31 32 110 MPH EXPOSURE Be 4'4" 6'-r D 24 24 0 as 9'-10- D M a 28 30 14'-r G 31 31 31 32 20 5 T-1• 11'-Y D 23 24 2B 2a IV-P D 24 25 26 'm W-r G 2B 28 29 31 7 P-I' 6'-1' D 24 24 28 28 B'3' D 26 26 2B 29 13'41• G 3t 31 31 32 5.5 6 V 1T-r 0 23 23 26 27 13'-T D 25 25 27 29 19'-5' G 28 28 29 SO 7.5 3'-9' S'4• D 24 24 26 27 T4' D 26 28 27 29 13b' G 32 32 32 32 8 5'-11- 6i- D 23 23 25 27 12W D 25 25 27 A t6-S G 28 28 28 30 B 3'4• 54" D 24 24 25 27 T-2• D 28 26 27 29 IT4v G 32 32 32 32 6.5 SS 6-r D 23 23 25 27 11'4' D 25 25 27 28 it V G 29 29 29 30 B5 3b' 5'4" D 24 24 25 27 6'4' D 26 26 27 26 17-2- G 32 32 32 32 7 5-1• 6-0' D 23 23 25 26 10'-10- D 25 25 26 28 16'4• G 29 29 29 29 9 3'-T 4'-r J 24 24 25 27 lrS D 26 26 26 28 11'4' G 32 32 32 32 7.5 VT T4" 0 23 23 24 25 10'-1- D 25 25 as 27 15'-11- G 29 29 29 29 B 4'-5' T-0' 0 23 23 24 26 9'S 0 25 25 25 27 IT3 G 29 29 29 29 OVER- TABLE 52 TRIBU]ARYWIOTHS FOR SINGLE SPAN ATTACHED STRUCILRES �ofESSIp�r BE 4'-r C-r 0 23 23 24 25 6-11• O 25 25 25 27 144" G 29 4 29 29 NANG PROJECTION OF SINGLE SPAN 6TUCTURE6(Fn O PU �( 9 3'-11" 6-3" 0 23 23 23 25 6-S F 25 a5 - 25 26 14'-Z G 30 YJ 30 30 (Fr) 6 T B' B 1a W 1Y I IV 15 18' 1T I& IS, 2I1' 21- 2T 9.5 S-r 5-11- 0 M 23 Y3 25 "T F 25 a5 25 26 t3'4" G SO SO 30 30 a T 35' P 45 S eV 6' Bb' T TV 6 B.S. 5 95' to 10.6 11' V / 10 T S$ D YJ 23 23 25 T-r F 25 25 25 26 13'-r G SD 3O b 30 1' S5 V 4.5' P 55' 6 BT T T.S B BS a EV 1b 1016 H' 11.5 10.5 T-V Sd• D 23 23 u 24 TAT' F 25 25 25 26 IT-T G 30 SO SD w Z Na Na Na 5.5 6 as T TV 8' 84 T 95' 10 10T 11' 11.6 12' G q 11 3'-Y 5-1• D M 23 23 24 6-1V F 25 25 25 28 12V" G 30 30 SO So 3' Na Na Na Na Na Na Na B' BS B' 9.5' 16 105' 11' 11-T 1Y LO J 11.5 Y-1' P-11" D 23 23 23 24 5-r F a5 a5 21 25 t2'd' G 30 30 3o 30 V Na Na W. We Na Na W. Na Ne W. Na 10.5 11' tiff 1Z 12S IT * .1D15 1mMPHEXPOSUREL a IN MPH EXPOSURES 20 5 T-i- Ilra' D 24 25 as 30 13'.a' D 27 27 30 32 t9'-T G 3O 30 31 33 TABLE5.3Post Requirements TABLE 5A Post Requirements for 515 6-5 6-1• D 24 25 27 29 tY-1• u r 27 29 31 15-1' G 31 31 3t 33 for Attached Single Span StNCture9 Freestanding Structures or Multispan Attached Structure CI 6 S-n" e'<' D 24 24 27 29 111.r F a 27 29 31 it-1" G 31 31 31 32 Post Description Max POST Delaii Post Description Maximum Max POST CAl1F0 615 SS T-T 0 24 24 27 28 10'-5" F 27 27 20 w IV-3' G 31 31 31 32 Hgt Code Footing Height Code Dam! 7 5-1" T-x" 0 25 25 26 28 9'4' F 27 27 20 3o 15'S G 32 32 32 32 Twin 0.032'xl.5x1.5'Scroll 8' A Ao 0.048`IIWx 'Steel Clover d= 23" 8'4' B AK DEC 18 2013 7.5 -9' 64' D 25 25 M 2B 9'-0" F 27 2T 27 29 11-IT G 32 32 32 32 TvAn D.024'x2'x2'Scroll g' B AO 0.048x3'x3"Steel Clover d= 22' 8' C AK 8 V-5" 6a' D 25 25 26 27 B'4• F 27 27 27 29 14'-r G 32 32 32 32 0.032'Post w/0.02e Side plat 12' C Ail 3/16"x3'x3'SteelSquare d= 29" 14' F AF 85 1.2' 6-11- D 25 s 25 27 5-0" F 27 27 27 29 13'-r G 32 32 32 32 0.032'Post w/0.032'Sideplate 1Z D AH SteelSquare d= 32" 8' G AF a 5-1r S-r D 25 25 25 27 T'V F 27 27 2T 28 13'-r G 33 33 33 33 Clover 0.040-x3-x3'Alum 10, E AX 1/4'x3'x3'SteelSquare d= 32" 12' F AF 9s 3-9" 5'-r D 25 25 a 27 T-T F 27 27 27 29 12'-r G 33 33 33 33 Magnum 0.075'x3'x3'Post 12' F AI IMN3'x3"Steel Square d= 34" 8' G AF g0NAI FN to 64' S-0" D 25 25 25 26 6'9' F 27 27 27 28 12'-?' G 33 33 33 33 0.048'xTx3'Steel Clover 12' G m 3/8"x3'x3'Steel Square d= 36" 8' K AF �fL$ ti 10.5 3'-V 4'-r o 25 25 25 26 66' F 27 27 27 27 1P-5' G 33 33 33 33 0.048'z3'x3'Steel Clover 10, H AN 3/i6'x4"x4'SteelSquare d= 36" 14' I AF 11 3'-2• 6-r D 25 25 25 26 9.2' F 27 Tl 27 27 tr-S G 33 33 33 33 3116'x3'x3-SteelSquare 15, 1 AF 3/16"x5"X5'Steel3 Yare d= 41" is, L AF Q V` 11.5 T-1" W-V D 2s 25 25 26 5-11• F 2> 27 27 27 Tr-r G 33 33 33 33 1/4'x37 Steel Square 15' J AF 3/16'x6"x6'emel Square d= 46" 15, L AF 12 Z-11" 4'-Y D 25 25 25 26 54' F 27 27 27 27 19-T 6 34 34 34 34 3/8'x3x3'Steel Square IS' K AF 8139 GENERAL INSTRUCTIONS FOR THESE TABLES 3/16"x4'x4'Steel Square 15' L AF I. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 6I3'RI2O17 2. CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.8 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT United Duralume / 7r ,k 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 350 S.Raymond Ave (PATIO UNITS USE IO PSF MIN,COMMERCIAL UNITS S.FIND THE O/C SPACING ORN OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Fullerton,CA CI Il \P USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS C1 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl PYNem,P.E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 34411vylink Place - 1 S. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACI NG ON SLAB FROM TABLE 5.8 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE I SLABS.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING CadoumannBcomeastil S. CHOOSE A HEADER FROM TABLE 5.8 THAT HAS ADEQUATE SLAB 9.FOLLOW 940 FROM ABOVE POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Ili FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES JUN 03 2015 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.8 ICC ESR 2676(2012 IBC)12/11/2013 Page 50 of 74 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS Double 76 Gauge 3xS SMWil S Double 14 Gauge 3xti Steel C Detail S Double 12 Gau a 3x8 Steel C Detail S Double 16 Gauge 3x8 Steel C DetailTABLE 5.9 Attached g or Attached Freestanding or Attachetl FreestandingGr AnchadFreestanding or Attachetl Freestanding or Attached Freestandingor Structure nis SWcture Multispan Units Structure MuNspen Units StructureMultispan Urds Sbucane Multispan Units SWcture Multispan Units POSTMA% LENGTHMAX MRX MSTLENGTH GN.NO TRIG MST MAY MAXPOST LENGTHMAX MPX POSTLENGTH MRx MAXPoSTLENGTHPACIG POSTMINFODTEl9 15 PoST MIN FoorER 6 I 1Y I tr POST MIN FWIER 5 I tY I 15 SNOW WIDT1 SPACIM POST MIN W B I 12 I tS POST MIN 5 ( fY I tr POST MIN 5 I tS I 15'LOAD (FT) ON SIRS SPACIN POST &Df DF SPACIN POST M2E LONSIRNNED FOOTE SPACING POST see CONSIRMNEDF LOAD (FT) CNSLAB SPACIN PoSf 8ME CONS NEOFOOTEN SPACIN POST SIZE CONSrfWNEOFOOTE P=14 POST b� CONSrRNNEDFDOTE(PSF) (m (FN TYPE W W (FT) TYPE -1. W W -C (FO TYPE Y W 1. -S (PSF) (FN (FO TYPE '8' Y 'T V' (FH TYPE -S W W W (FT) TYPE Y 1.MI 1 M on) M) On) M) M) MI M) M) M) M) M) M) M) MI On) M) M) M) M MI 1I0MPHEXPOSUREB 115MPHEXPOSUREB 10 5 13•-T 25'-11- G 30 % 32 21-1. G 31 31 32 31.8 G 32 32 32 20 5 T-1. W4' G 29 % 31 33 23'-10' G % % 32 34 2T< G 31 31 32 34 LIVE 5.5 1T4- 25-r G 31 31 31 2G-1w G 31 31 32 W-V G 33 % 33 SS 65' 21W G 30 % 31 % Z1'-r G 31 31 32 36 26'S G 32 32 32 33 LOAD 6 11'4' 24'S G 31 31 31 26-1- G 32 32 32 2B'-11' G % 33 33 a 5-11• 21'J' G 31 31 31 33 22'S G 31 31 31 % W5 G 33 33 33 % ONLY 6.5 10-5 mr-W G 32 32 32 W-5 G 32 32 32 25-1• G m 34 34 65 r-S WW G 31 31 31 % 21'-1V G 32 32 32 33 25'-1• G % % 33 31 7 rS 23'-2- G 32 32 32 26'-9' G 33 33 33 2W V G m N Sf T 5'-1. 1g-T G 31 31 31 32 21'W G 32 32 32 % 24'S H 34 30 34 34 T5 5-1' 2YS G 33 33 33 24'-T G % % 33 2T-r G % % % TS f-V 18'-10' G 32 32 32 32 2D-IV G 3T 33 33 33 25-11• H 34 34 31 31 a 6S 2TJ- G % 33 % 2T-W G % % % 2r- G % % 35 a ". 15-7 G 32 32 32 32 22S G 33 % % % 23•d H % % % % &5 9'-0' 21'9' G 34 34 34 23V- G 34 34 34 28'-T G 39 a9 % a5 V• 1T-T G 32 32 32 32 W.-V H 34 34 36 34 Tt-11. H % % % % 9 TS 21W G 34 31 34 22-r G 35 % % 26-1. G 36 % % 9 3-11- lr-0 G 33 33 33 33 15-T H 34 34 34 30 2 ,V H 38 % % % 95 T-T 9T-11• a 34 34 34 2Y4• G % % % 2SS G 37 37 3T 9.5 39 16S G 33 % % % 19'-1- H 34 34 34 36 2T-1' H % % 36 35 10 6-T ffi4- G % % 35 2YS G 36 % % 25-T H 3] 37 3] 10 SS 18'J- G 33 33 33 33 ta'-T H % % % % 21W H 37 31 37 37 10.5 58 IWV G % % 35 21'S G % % 36 2A'-1r H 3B 38 as 10.5 54- 1rS G 33 33 a3 33 10•-1- H % % % % 21W H 37 37 37 Y] 11 6-Y 1rJ G % % 35 21'i- G W % W 24'-r H W 38 Se 11 3-T 14 1- G 33 a3 33 a3 ITS H % % 35 % 21'S H 37 37 37 3T 11.5 r-11- IV-IT G % % 35 21'S G 37 37 37 2P-1- H % % % 11.5 Y-1' 14'-9' H 1TJ- H % % % a6 20'J- H % as 38 % 12 SS 1r4- G % % 36 25S G 37 37 37 23S H 39 a9 39 115MPHE)POSUREC 4r130MPHWDSUREB 13 S-T IT-T G 38 % % W0 H % 38 % 23-1- H 40 40 4 2) 5 T-1- 21'S G 33 33 34 % 2W.W G 3.T % 31 37 26'4- G % % 35 % 14 4'-1T 16-1T G 36 % 36 1gS H % % 35 2YS N 40 40 40 as 6S WRIT G % 33 34 % 22r - G st 34 31 % %'S G % % % a0 15 WW 16-T G 37 37 37 15-g H % % 39 2YS H 41 41 41 6 5-11. W-1- G N N 34 % 21'J- G % % % 36 24'-1T H % % % % 110MPH EXPOSURE L nIWMPHIXMSUREB as 5.5- 19-T G % 31 31 % 21'-1- G % % % 35 24'S H 37 T 37 3] 10 5 13•-T 24'-1' G 33 33 34 25g a 33 33 % 29 - G % 35 35 7 r.1 IRS G % % % % 2D-T G % 39 % 36 Yf-T H % % % 38 LIVE as IY4' 254' G % 33 31 24'-11' G 31 31 % 25-T G 38 36 36 7.5 4'S 1TS G % 35 35 35 25-1- H 3s % % % 23'S H as 38 % 39 LCAD 6 114- 12'S G 34 34 34 24'-T G % % % v-r G % % 36 a 4'S' 1T-1- G % % % % IW.V H 37 37 37 37 2YS H % 39 39 39 ONLY 6.5 10'd- 2 1' G % 35 % 23'-T a 3s % as 2TS G 37 37 37 8.5 4'-T 16S G a6 36 36 as 15-1- H 37 37 37 37 =-1- H a9 a9 39 39 T rS 21'S G 35 35 35 23'S G 38 % % W6 G a8 as 30 9 3-11. 15'-11' G % % % % 1a'-T H 39 % 36 3a 21'S H 40 49 40 40 75 1-1. 21'S G % 35 % 22'-0' G 37 37 37 W-V G % 30 35 9.5 3'-g 15S H % % 35 % 1W.W H 38 39 % % 21'S H 40 43 40 40 s 6S 25S G % % a6 22S G T 37 3] 2S-T a 39 39 39 10 SS IS.W H 36 % % a8 1T-T H a8 % 3s 39 W'-11- H 41 41 41 41 S.5 SS 15-r G 37 T 37 21'-T G 39 a6 38 24'S H 39 39 % 10.5 T4 14'-T H 37 37 37 37 1T-1- N 39 39 39 % 2r-T 1 41 41 41 41 9 TS 10-Y a 37 S] 37 21'-T G % % 38 24'-3' H 40 40 40 11 9'S 14'-T H 3] 37 ST 37 16'J' H % a9 % a9 WU-3' 1 41 11 11 41 95 T-T 15-T G 37 37 37 W.W G 39 % 39 25-10- H 40 40 40 11.3 3'-P 13'-r H 31 3> W 37 16S H 39 39 39 39 19'-11' I 42 42 12 43 10 6-8' W.I. G % M % 26S G 39 39 a9 23S H 41 41 41 115MPH EXPOSUREB 105 SS 1T-T O % 39 39 2V-1' H % 39 % =.V H 41 41 41 25 5 6-r 224- G 29 29 31 a3 23-1T G W 30 32 34 2T4' G 31 31 32 34 11 6-r 1T--1' G 38 % a5 19'S H 40 as 40 2YJ- H 42 42 42 5.5 6-T 21'S G 30 30 31 33 23'-Y G 31 31 32 M 2W-V G 32 32 32 % 115 5-11- 16S a 3s 3s 39 1g4- H 40 10 4D 22'4' H 42 42 42 6 rS 21'S G 31 31 31 % W`V G 31 31 31 a3 %•-0- G a3 33 33 33 12 T% 16J' G % % % W-11' H 40 40 40 22'. H 0.l 43 43 5.5 S-T 2r4- G 31 31 31 33 21'-1T G a2 32 32 33 25'-1- H 33 33 % 33 13 S-T 155 G 39 39 39 W.I. H 41 41 41 21''- H 43 43 43 7 4'-1T la-T O 31 31 31 32 21'4- G 32 32 32 33 24'S H 34 34 34 34 14 4'-1T WAD- H 39 39 39 1T-S H 41 41 41 25-11- H 44 11 N 7.5 YS /B'-IT G 32 32 32 32 25-1T G 33 33 33 a3 23'-11' H 34 34 30 34 15 4'S 11'-T H 40 4a 40 16-r H 42 42 42 W- 1 45 65 45 6 4'-r 15-r G 32 32 32 32 253' H 33 % % % 2TV H % 35 % % 115MPHEXPOSURES &5 4'S IT-T G 32 32 32 32 20S H % 34 34 31 2Y-11- H % 35 35 % 10 5 13'-T 25'S G 31 31 32 2T-r G 31 31 33 31'-T G 33 33 33 9 3'4 1T.T G 3T 33 33 3T tr-T H % 34 34 31 22'S H % 38 35 36 LIVE 55 12'4' 24'S G 31 31 32 264' G 32 32 33 3a'-T G 33 33 33 9.5 3-T f6S G 33 33 33 93 17-1- H N 39 34 34 T2'-1' H % % 36 36 LOAD 8 IIW 2T-11' G 32 32 32 2S-T a 33 33 33 '6'-r G 34 34 31 10 ". 15S G 3a 33 33 33 16'-T H % % % as 21'% H 37 37 37 37 ONLY 6.5 15-6' 23'4- G 32 32 32 24'-11- G % 33 a3 21rS G % % 35 10.5 TZ 1SS H 33 a3 33 39 1s'-1- H % % % % 21'4' H 37 37 37 37 T gS 27-7 G 33 33 33 24'J' G 94 34 31 2T-10- G 35 % 35 11 T.I. IS'-1' H 33 33 33 33 ITS H % % % % 21'-0' H 37 37 97 37 TS 1-1' 2Y-Y G33 33 % -29'-r G 34 34 34 ZT-Y a % 36 36 115 MPH EXPOSUREL mt30 MPH E%POSU0.EB 8 6S 21'-9- G 34 % 34 23'-3' G 35 35 35 26-T G as 38 3G 25 5 6S 21'J- G 32 32 .N as 2Y-r G % 33 34 36 �ypFESSIOn] a5 5-0- 214' G 39 34 34 2Y-9' G % 35 35 26-1. G 37 37 37 55 RT 211'-T G % 33 34 % 22'-0' G 34 34 % 36 Q p11 9 TS A'-1T G 35 % % 2Y4' G 36 % % 25'-T G 37 37 3T 6 SJ' 19S G 34 34 34 35 21'-S G % 35 % 36 r V F f S\OVAL f 95 T-T VS 0 35 % % 21'-11. G % % % 25-1' H 36 36 % a5 r-T IS-IT G % % 31 % M-10• G 35 % 35 36 ,25�CJ �/y S 10 6-W 19-0' G 35 % 35 21'Lr G 36 36 a6 24'$ H a9 a9 a6 7 4'-1T 15-1' G 34 31 34 % 254' H % % % as 105 6J' 19J- G % % 36 21'-T G 37 37 37 7A4' H 39 39 39 7.5 4'S 1T4- G 35 % % % tr-1T H % % % as O 11 5-T 15S G % % % 36-IV G 37 37 37 23-11' H 39 39 39 a 4'S 16-r G % % % % tact- H 37 37 37 37 V 6 1 39 115 6-11' 16-2 G % % % W-T G 3s % % 23-T H 39 39 39 &5 YS 16-2- G % % % % 168' H 37 37 37 9 12 rS 1T-r G 3s % as 2T-T H as % % 2T-T H 40 40 40 9 3'-r 1rJ G 36 % % % IV-3- H 3T 37 37 T roro 13 5S 1T-0' G 37 37 3T iwS H a9 39 39 22J- H 40 40 4a 9.5 3'-T 15-3- H a6 35 % 36 1T.V H 39 38 a9 as P, IY 14 4'-1T 16J' G 37 37 v 1a'-11- H 39 39 39 22-1 H 41 41 41 10 34- W.S. H 36 3s a6 % lr5 H % % 33 30 CI tc 15 4'S ITS G 38 % % 16J- H 40 40 49 21'-T H 42 42 42 10.5 TZ 14'S H % % as % Ili H as as as 30 �( 11 a•-r 13-IT H 37 37 37 37 11 4-I5' H 39 39 3B LrT IVI \\P DEC 8 2 13 q FAl\F JUN 03 2015 [CC ESR 2676(2012 IBC)12(11/2013 Page 51 of 74 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS Double 16 Gauge 3x6 Steel C Deta9 S Double 74 Gau a 3x8 Steel C Detail S Ooubla 12 Gauge 3x8 Steel C Detail S I IDouble i6 Gauge 3x8 Steel C Detail S I Double 14 Gau o 3x8 Steel C Detail S Double 12 Gauge 3x8 Steel C Detail S TABLES Atachetl Fraeslanding or Attached Freestanding or Attached Freestanding or Attached Freeslantling or Attached Freestanding or Attachetl Freestantlilg or Structure Multispan Units Structure Mu18s an Units $aVCNre Mullis an Units Structure Mulffspan Units SWcture MuRIs an Units Sbudure MulUspan Units mZParruniam POST NUo` TRIO GRLOOAUONO T OFOST� SPk POST Sff I.N.TRANEDFODmilSPACIN POST 91]E CONSTPANEO FFOD SPACING POST SIZE GONSTRN ED 00 LGAGNG (FT) ON 91AB SPA W POST 9� CON9ntNNEDFOOTEt SPACICIIN POST 5� LONSTMINELp�FOD PAN POST S� LONSTMINiDFSNOWWIGSPACNGPOST MIN FOTER I 1Y I t5 POST MIN FgOTFR 9 I 12 I 15 POST MIN FGOTE0. 9 I tY I 15 SNOW vs.T11 SP, POST MIN OOT @ I 12 I 15 PoST MIN DOTE 8' I 1Y 115' POST MIN W 8' I lY I 15 ODITR (PSF) (Fr) (FT) TYPE -0 V •C V (I TYPE 'C 'e' '4' 'C (FT) TYPE •T -d• '4' 'C IPSF1 (Fr) (FT) TYPE •C •S -C V (F7 TYPE •a' L• •d- -d- (FO TYPE -d- •d- V V on M1 M) (i) M) MI MI MI M1 M) C) MI n M1 M) ) M1 Oa) M1 M1 M1 MI M) OR1 1151APHEXPOSUREC a130 MPH SURE 115MPH19NOSUREB 10 5 13'-T 25A• G 34 31 35 252' G & 3C 3S ZT-T G 38 36 35 w 5 T'W 21.4- O 29 29 31 33 2Y-r G 29 29 31 33 W-1' G 31 31 31 33 LIVE as 1Yi' W-11- G N M % W.W G 35 35 35 28'-1' G 37 37 37 5.5 1-2• W-r G 29 M 31 33 2Y% G an 90 31 33 25'� G 32 32 M 33 LOAD 6 11'4• =Y G 35 M 35 23'-1P G 30 35 36 2TA• O 37 3T 37 0 4'% 1@% G 30 30 90 32 21'-S G 31 31 31 33 24'% H 32 32 32 33 ONLY 6.5 19% 21'-0' G M M 36 23'S G M 35 36 2@-r G 36 38 30 6.5 Pi• 18'-t0• G 30 30 30 32 W'-IT G 31 31 31 33 2Y-1P H 33 33 33 33 7 9% 21'-S G 35 35 30 2Y-T G 31 37 37 25-11• G 39 39 39 7 4'-1' 1@-1' G 31 31 31 92 Wes' G 32 92 32 33 23•% H 33 33 33 33 7.5 9-1' W% G 37 T 37 2Y-1' G 38 35 w WT G 39 39 39 75 3'-T 1Ti• G 31 31 31 31 1e'-IV H 32 32 32 92 2Y% H M 31 N 34 8 @% 19-11- G 37 37 37 21•0 G 38 35 36 24'-lr H 40 40 40 6 9% 1@% G 31 31 31 31 19% H 33 33 33 M 2Y% H 31 34 34 34 83 8'% 19% G 37 V ST 21'-r G 39 M 39 ZVw H m 40 40 8.5 TJ 19S G 31 31 31 31 19% H 39 33 33 33 3114P H 35 M 35 35 9 T% I@% G 38 39 M WAT G 39 39 39 23'-1P H 41 41 41 9 S-r 15% G 32 M M 32 19% H 33 M 33 33 SAW H 35 35 35 35 93 T-r W.I. G 38 38 a0 W% G 40 40 40 29'% H 41 41 4t 9.5 3'% 15-2 G 32 32 32 M 1T% X 31 34 34 34 21'% H Be 38 39 38 10 5-P 17-r G w M 98 W-1' H 40 40 40 29'% H 42 42 42 10 7-10- IV.T H 32 M 32 32 lrS H M 34 34 u W% H 35 38 38 35 105 @% tT-1• G M 39 39 15% H 41 41 41 W2 H 42 42 42 10.5 Y% 14'-0• H 32 32 32 92 t@-r H N M 34 34 Wi I M 30 3a as 11 B-r 15% G 39 39 39 1@J' H 41 41 41 2Yd' H 43 Q 43 115MPNEWOSUREC a r130MPHENPOSURES 115 5-11' 1B% G 39 39 39 IVAT H 41 41 41 22% N 43 43 43 W 5 S@• W-r G 32 32 M 38 M"T 30 25'-r G 34 34 U 38 12 S% ISIS G 39 39 39 t@-S H 41 41 41 21'% H 44 M 44 5.5 S-r 19-T G 93 W M M 21'A' G 33 3T 34 96 ;!V H 35 35 35 36 13 S-r 154P H 40 40 4p 1T% H 42 42 12 21'-1' H M 44 M 6 4'-9' 11FW O M 33 33 M W-0- G 34 34 % 30 W'% H 30 w 38 as 11UMPHEISOSURE9 5.5 Pi' 1T-1P G 39 33 U M W-r G 35 35 95 95 23'-1' H 36 35 36 36 W 5 1-1• no G 29 M 31 M W-r O 29 29 31 33 2T-P G 31 31 31 w ] 4'-1' 1T-1' G 31 st St M 15d N 3S 35 35 95 SS @% 21Ltt' G N W 31 32 WS' G M W a1 M W-1P O 31 31 31 w 7.5 ". 164P IS 31 34 34 91 IRA- H 35 3B % 35 =-W H 30 30 38 35 8 5.11• 21'A- G So 30 M 32 W% G 3n W 31 33 W-1' G 32 32 32 33 8 Y-W IT-IV O 34 36 34 31 1SS H 96 36 39 35 21'-T H 38 38 38 36 a5 S% W-V G 30 M 30 32 ldr • G 31 31 31 32 25-5 G u 32 32 92 a5 ". 15% X 35 35 M 35 tT-1M H 3] 3T 9T 3T 21'-t• H 39 39 39 39 T S-1' W% G 31 91 91 ]2 21'% G 91 31 31 32 MIT H 33 33 33 33 9 7' 14'-V X 35 35 35 35 lyd H 91 3r 9T 3] W% 1 39 39 39 39 7.5 4'% 19% G 31 31 31 31 21'-r G 32 32 U u W4 H 33 33 33 33 ' 0 4'% 1@-T G 31 31 31 31 W% G 32 32 32 32 M.-T H 34 34 34 34 OVER- TABLE SS TROUTARTWIT48 FOR SINGLE SPAN ATTACHE0STRUCTURES pFESSIp 8.5 4'S 1T-11• G U 32 32 E W% H 33 33 33 33 233• H % % M 34 HANG PROIECION OF SINGLE SPAN SMCTURES(Fr) Q� 11 9 TAV 1T<' G 32 32 32 M tS-11• H 33 33 93 33 2Y-IV H 35 35 35 35 (Fr) S T @ S 1S IT tY IV IV t5 te' 1T 15 t@ W' 21' 2Y !`� Pu / 9S 9% IT-IT G 32 32 32 32 1@% H 31 31 M 34 W-V H a5 35 35 35 G T 35' W 4S S 5S' @ fiS T 7.6 @ BS 9 SO 1G IDS 11' 10 5% Ii O 32 >2 S2 M 19% H M M M 31 2Y% H M as M M 1' 3.S P 4.S 9 5.S @ 6.5 T TV 9 B.S 9 BS' IV 1o.S 11' t1S G m tOS 94' G II 9 32 32 19% H M M M M 21'% H M M M 38 Y Na Na Na SS 9 SS T IS @ S.S 9 9S I9 lea 11' 11S IT � e � n 11 3'2• 15'% G M M M M 184. H 31 M M M 21'd• H 36 M 38 M 9 We eve We Na nh Na we 9 8.5 9 as 19 low 11' 1ts 1Y 12S o 11.5 3'-1' 15-1' H 33 M M M tT-0' H M a5 M a5 21•% H a7 ST 0T 37 4' Ne Na Ne A, Ne Na Ne Ne We Na Na 10.S 11' MIT 12 12S IT * 15 110 MPHEXP)SUREC aIMMPHENPOSURES M 5 1-1. 21•-r G M 32 33 35 2TW G U w M M 26% G M M M 35 TABLE 5.3 Past Requirements TABLE 5.4 Prlst Requlrarrom Or 55 @% 21•-1• G 32 32 M M 2T% G 33 33 M 35 W-10' G IS 35 M 35 for Attached Single Span SWclures Freestanding StmC[uresor MUltls an AttachedSWCtere9 CI \P 6 V-11- W% G 33 M M 35 21--11' G M M M 35 25'-1' G 35 35 35 35 Pmt Description Max POST Detail Post Desaiption Maximum Max POST `.A`5�0� 6.5 S% I@-T G 33 33 M M 21u' G M M M 35 us H M a6 So 35 H t Code Footing Height Code Detallk ] SA. 1@% G M, M M M 2Vlw G 35 35 M 35 23'-iP H 37 37 37 37 Twin 0.0325(1.5"x1.TSGOII B' A ]A 0.048'xTx3m Steel Clover d= 23' B' B AK DEC 18 2013 7.5 4'-P 1@-1• G M M M 34 20'A• H M M 35 35 27i H 37 37 37 37 TN7n 0.024'x25Q'Scroll 9' B AO 0.04W)Tx3'Steel Clover d= 22' 8' C AN 0 V-V 17% G M 34 M M I9-11- H M M M M 2Y-to- H 35 M 36 M 0.032'Post w/0.024'Side lal 12' C AX 3/16'YJSA'SteelSquare d= 29' 1V F AF U 4•-r 19-10• G M M M M 19% X M M M M Vw R 36 M M M 0.032-Post w/0.032'Sida let IT D AN 3/16W'x3'Steal Square d= 32" 8' G AF e 3•-11• I6-7 G u 35 M M 19-11- H 37 37 37 3T 21LIt- H M 39 M M Cover 0.040'x3'x7Mum 10, E 1/4'x3'x3'SteelSquare d= 32" IT F AF 9.5 Si' 15-W G M M M M 1@J' H 37 37 37 37 21•% H 39 39 M M Magnum 0.075'50x3'Poat 1Y F M 1/4'x3'x3'Steel Squire d= 34" 8' G AF 10 9-0• lsi H M M 35 M 1741• H 37 37 37 37 21'-r H 10 40 40 40 0.0413513'x3'Steel Clover 1T G 3/8'x3'x3'Steel Square d- 36" 8' K AF S\ONAL Ejk 105 3d' M'-1P H M M M M IT-5 H M M M M W'-10' 1 a 40 4o ao 0.04B'xrx3'Steel Clover 10, H 3l1 TMN4'Sleel Square d= 38" 14' 1 AF �fGcJ 11 @-r 14'-5 X M M M 35 tT% H M M as M W% I 40 40 a 40 3/16'4W'StealSquare I& I AF 3/18'%5'x5'SteelS uare d= 41" 15 L 113 @-1• u•-t• X M M M M t9-T' H M M M 38 W-r 41 41 41 4t 114713x3'Steel Square 75' J 3/78'x85ee'Bteel Square d= 4W Is, L AF Q VQ` 1P t3 Y-1r t3-P X 36 M se 99 19-2' H M M M M 19-11' n a 41 at 3/B'x3'x3'Steal Bquare 75' K GENERAL INSTRUCTIONS FOR THESE TABLES &ItYX4'x4'SYs%b uare I I L 8 39 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE B.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.9 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT United Duralume I,A 6 0 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULMSPAN UNITS USE TABLE 5.4 350 S.Raymond Ave (PATIO UNITS USE IO PSF MIN,COMMERCIAL UNITS 9.FIND THE OIC SPACING OR It OF FASTENERS FORATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Fullerton,CA USE 2OPSF MIN) 10.USE THE APPROPRIATE DETAILS La 14 \P 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. T,q ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW IL FROM ABOVE THEN 3441 Ivylink Place 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 52 OR SLA137.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.9 Lynchburg,VA 24503 't CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE I SLABS.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING eadoub ermtk measLnel S.CHOOSEA HEADER FROM TABLE 5.9 THAT HAS ADEQUATE SLABS.FOLLOW 940 FROM ABOVE POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MIW3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES n TAT 03 z�15 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.9 /U�� ]CC ESR 2676(2012 IBC)12/11/2013 Page 52 of 74 ALUMINUM RAFTERS OR SOLID PANELS 2'XG.25' ALUMINUM DOUBLE HEADERS ATTACHMENT TO WOODEN DECK FOR SINGLE SPAN ATTACHED 3'%B' ALUMINUM DOUBLE HEADER NOTES- PATIO COVERS ONLY. SEE GENERAL NOTE #19 1. FIBERGLASS POSTS ARE NON-LOAD BEARING. 2. ATTACHMENT TO HOLD COVERING AGAINST MINOR 7 x 3' METAL POST POST SPACING IS RESTRICTED TO THE 'ON LATERAL FORCES. SLAB' SPACING SHOWN IN HEADER TABLES IN 3. USE MULTIPLE BRACKETS AS NEEDED. SECTIONS 2.0-6.0. 4. FIBERGLASS POSTS MAY BE USED FOR ANY STRUCTURE. DOUG FIR ETAB_ AT OR P2 I SOLID COVERS MUST USE THESE RESTRICTIONS UTIL DE FOR 10 PSF SNOW/LIVE LOAD GRADE TYD-3/8'S 5' LAG ON MAXIMUM WINDSPEED IS I �,' O / H WASHER. Otff ON 140 MPH EXP B I TEEL OR O.D32'X2'X6.5' OR BTR 0 �EI� �L 120 MPH EXP C I ALUMINUM POST ALUM HEADERS OR _�_ I I` I 0.042'X3'XB' FOR 20 PSF OR GREATER SNOW/LIVE LOAD I I I ALUM HEADERS 3/4 MAXIMUM WINDSPEED IS 1 I I I 140 MPH EXP C PLASTIC HOLE PLUGS IGHT #14 SMS n S FIR LUMBER I I I I III I FLOOR JOIST ORFOR LATTICE 1' MIN HOER ALL SNOW AND LIVE IVE LOADS I I / MAXIMUM WIND SPEED IS 150 MPH EXP C n1ax3/a• M FIBERGLASS j TEK SCREW ATTACHED STRUCTURE POST NON L12AD I I BEARING POST f I I TO DECK FLOOR JOIST / 1 I 3/8'X %' BOLT IIIII� FIBERGLASS) I 1.5'XI.5' STEEL L THESE DETAILS ARE POST COLLAR J I I ANGLE BRACKET (TYP) APPLICABLE TO SOLID OR FIBERGLASS I I STEEL OR ALUMINUM LATTICE COVERS M2 LOAD BEARINGPO DECORATIVE ST I I LOAD BEARING POST S=E DETAILS FOR ORPOST COVER POST/ I I CONCRETE ATTACHMENT i FIBERGLASS DECORATIVE POST COVER FIBERGLASS SIDE MOUNT BRACKET ----�-2' 0.188'x2'X2' FSTM ALTERNATIVE EAVE ATTACHMENT SEE GENERAL NOTE #9 FOR A653POST COLLAR i� STEEL GRADE 33 © CORROSION PROTECTION 0 STEEL BRACKET L$'%1.5' STEEL L 3/f8'ASIY AJB film 5 6,166' ANGLE BRACKET (T1P) SEE(BN Nn1E 19 FOR EXISTING WOOD SLAB ORFOOTING 3/B'X3/4' BOLT ;MOUNTBRAC R090N PROIdRxlN OFRAMING 2' . � PONq]RF IS L>e'VDECONCRETE ANCHOR STRUCTU rvP8'� PANELate IIDeER Bnwo((eFj SEE CENEPIL Nn1E/eALUM EB t4xts•.n... STEEL BRACKET L * 6' 2 1OR RUNT 14xu' SEE CROSS SECTIOP��1" SPACING #14xl. " \/ CIVOM1-1* WOEBETWEEN SCREWS SCREWS>s2"X OF LEDGER BOARDrm -201G 1' MIN GAPBETWEEN Load Wind Speed MAX"L"FOR TOP OR SIDE MOUNTT 03 20I5 STRUCTURES COMPLYING WITH TACKET LEDGER AND s and Ex osure 16"olc 24"o!c 16"o/c 24"o!c THIS DETAIL DO NOT REQUIRE EXISTING ROOF ROOF FOR 10 110 mph Exp,B u-1o•• 16•-T- 27•a- te•4- SS\ONALE' • ADDITIONAL DRIFTING SNOW DRAINAGE 115 mph Exp B _2Y-18" IV4. ZTA- 18'4• p�� / CONSIDERATIDNS ROOF SNOW LOAD 130 mph Exp B IV-2- 12•-2• era• 18.4- EAVE OVERHANG AND 'L' MUST 140 mph Exp B t5.10• 10•-7- 26.4• 1ra- GROUND SNOW MAXIMUM ALSO COMPLY WITH ➢ETAIL BC 110 mph Exp C 20- • 1S•-1o• zT•b• 1e'4• 81 9 LOAD (PSF) 'h' (IN) ALSO - - 115 mph Exp C 19•-t• f z•a• zra- 1e•b• ' 6 10 9 h NOT ALLOWED IN SNOW LOAD AREAS 130 mph 15 14 MAX WIND LOAD IS 110 MPH EXP C Exp C 15-z• to•-1• 25.4- 1s•-fe• * P 130 0 / 20 17 140 mph h Ex -2• 1-1 C 10. 22'a- 14•->• / 25 18 20 140 mph F3p B 14'4• 9'4" 14.4• 9•a- q CIVI'� ��P 30 20 M4 115 mph Exp,C 14'4- 1.4- 14.4- 9.1. OFCA1-F ICC ESR 2676(20121BC 12/11/2013 PAT COVER Page 65 of 74 - 130 mph Exp C 14.4• I'll14.4• 1.,..9 140 mph Exp C 191d- e•s- 14•4- e•a• __ SoTidCovers Lattice Covers ENGINEERS STAMP TWO 3/80 ASTM A307 ASTM A500 GRADE B STEEL BOLTS C❑NTINU❑US WELD 6T 17 2,00" ASTM A36 STEEL PLATE SEE TABLE FOR SIZE Fxx= 60 ksi t1 Allowed on Moment Max Constrained Plate Plate Stub Stub Minimum 0 0 Capacity Footing Size Size Thickness Post Size Post Size Weld Size 1, 00 ii (I752 d 2 A 8 0. 75 B (5 t2 (in) (in) 752 22 8 0.375 2.5 0.188 0.125 1254 25 8 0.5 2.5 0.188 0.125 B A 1973 28 8 0.625 2.5 0.188 0.188 33ES 30 17 0.5 2.5 .3 5 0.188 .25 -t 33E5 32 14 0.625 2.5 0.375 0.25 l Base Plate and Stub Post Specifications 0 2"0 GALVANIZED HILTI KWIK BOLT TZ (ICC M� ESR 1917) W/ 211 ❑F EMBEDMENT Q�0FESS1 PU m � m WELDED MOMENT RESISTING STEEL BASE PLATE 8 3* gI Mlsclb-2012 ALTERNATIVE TO POST EMBEDMENT IN CONCRETE F❑❑TING C,dV r �P Jurroszo> THE WELDED POST BRACKET MUST BE VERIFIED TO COMPLY WITH T C � REQUIREMENTS IN DETAIL M7 OF THESE PLANS AND FABRICATED IN DEC 182013 P PA TyC7itg ACCORDANCE W/ IBC SECTI❑N 1704.2.5.2 BY AN APPROVED FABRICAT❑R TO THE SATISFACTI❑N OF THE CODE ❑FFICIAL Cs 3s EXV/�0i sr CI�t. ICC ESR 2676(2012 IBC)12/11/2013 Page 66 of 74 TFOFCALVF ENGINEERS STAMP WALL HANGER �3.000—I 0.120'x2'x2'X2' LONG 'L' ANGLE 6063T5 ALUM 2.000 Bi;::d 0.060 ONE #14X2' SCREW WALL HANGER FAN BEAM 2'X3' FAN BEAM 6063T5 ALUM ONE #10 SMS SCREW FAN BEAM FASTEN TO HANGER FAN BEAM 0.042'x3'xB' HEADER STRUCTURAL B PANEL 2' CONFORMANCE TO THE APPLICABLE ELECTRICAL CODE IS ❑UTSIDE THE SCOPE OF THIS DETAIL AND MUST BE APPROVED SEPERATELY, FAN BEAM A �B Weight of Misc2-2012 0.042HEADER fan/lights 2"x3" Fan Beam CEILING FAN OR 30 Ibs 20' LIGHT FIXTURE L Q�ypFESS10/yA JUN 03 2015 POST Uy�OGQE� PU Fcm ��F Sg10 P �� J * 0.2 16 * C 8 3 CI / P E 6/ 1201, CAL1Fp� 0+�, I IL �P ..,... .,-:;...�-.::... .:;:.:..: �. . .. C 3 �TF�FCAl1Fp� ICC ESR 2676(2012 IBC)12/11/2013 Page 67 of 74 DE 18 201 7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE Tab1e7.3:Required Number of Fasteners for Shearing Loads Table 7.4:Required Number of Fasteners for Tension Loads Spacing between hefts and screws Aluminum Material Gage(in) Steel Gage(in) Aluminum Gage(in) shall be 2.5 times the shank 0.024 0.024 0.032 0.038 0.040 0.040 0.060 0.060 0.048 0.048 0.036 0.06 0.060 0.090 0.100 diameter Allowable Width A B C D E F G H I J K L M N O The edge distance of bolts and for Attached Two outer Design #14 318-B 3/8-B #14 #14 318-B #14 318-B #14 3/8'B 3/8"B #14 3/8'B 318-B 914 Design Fouler 1 screws shall be 3times the Trib Post Structures on Slab shm Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT BOLT EMS BOLT BOLT SMS Uplift Size shank diameter Width(If Ove or Ground Snow Load d(in) (lb.) 12e 590 race eau 210 am 310 1384 set nee 55r 1. See 12e4 212 (Ibs) d(in) Connections shall be arranged so that the 10 psf 20 psf 12 100 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 100 12 2 center of resistance of the connection shall 3 42'-10" 27.7' 13 127 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 127 13 coincide with the resultant line of action 3.5 361-8" 174" 14 159 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 159 14 of the load. 4 32'-1" 16'-11" 15 195 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 195 15 3 4.5 28'.6" 15'-1" 16 237 2 1 1 2 2 1 1 1 1 1 1 2 1 1 2 237 16 TABEE76 LA A HM N OR LATTICE COVERS 5 25-8" 13'-6" 17 284 3 1 1 2 2 1 1 1 1 1 1 3 1 1 2 284 17 GRND Wind #of 5.5 23'4" 12-0" 18 338 3 1 1 2 2 1 2 1 1 1 1 3 1 1 2 338 18 SNOW speed Screws' ALUMINUM RAFTER SPACING 6 21'-5" 11'-3" 19 397 4 1 1 2 2 1 2 1 1 1 1 4 1 1 2 397 19 LOAD and per 12" 16" 24' 30" 36" 5.5 19'-9" 10-5" 20 par slab Its 20 40 4 1 1 3 3 1 2 1 1 1 1 4 1 1 3 453 20 (PSF mum Rafter 7 1B14" Na 21 536 5 1 1 3 3 1 2 1 1 1 1 5 1 1 3 536 21 10 140 Exp B 2 25' 25, 21' 18' 16' 7.5 1T-1" Na 22 616 5 2 1 4 3 1 2 1 2 1 2 5 1 1 3 616 22 LIVE 115 C 3 25' 25' 21' 18' 16' 8 164, Na 23 704 6 2 1 4 4 1 3 1 2 1 2 6 1 1 4 704 23 20 140 ExpC 2 is, ITT 12' 9' 8' 8.5 15-1" Na 10 psi Slab 115E 722 6 2 1 4 4 1 3 1 2 1 2 6 1 1 4 722 Slab LIVE 3 18, 18, 12' 9' 8' 9 14'-3" Na 24 800 7 2 2 4 4 1 3 1 2 1 2 7 1 1 4 800 24 4 18, 18, 12' 9' B' Table 7.1 10psl Slab1I5C 886 7 2 2 5 5 1 3 1 2 1 2 7 2 1 5 886 Slab 25 2 18' IT 12' 9' 8' 25 904 8 2 2 5 5 1 3 1 2 1 2 7 2 1 5 904 25 3 18, IT 12' 9' B. 26 1017 8 2 2 6 5 2 4 1 2 1 2 8 2 1 5 1017 26 4 IS, 17' 12' 9' 8' MAX 27 1139 9 2 2 6 6 2 4 1 2 1 3 9 2 1 6 1139 27 30 2 15 14' 10' T T POST POST DESCRIPTIONS POST 28 1270 Na 3 2 7 7 2 5 1 3 1 3 Na 2 1 6 1270 28 3 16, 14' 10' T T CODE DETAIL HGHT 29 1411 Na 3 2 B 7 2 5 2 3 1 3 Na 2 2 7 1411 29 4 I6' 14' 10' 1 T T A Twin 0.032'x1.5'x7.5'Scroll AO 8 30 1563 Na 3 2 8 e 2 6 2 3 1 3 Na 2 2 8 1563 30 'Screws are#14 screws w/1.5'embedment into G=0.5 solid wood(Douglas Fr) B Twin 0.024'x2'x2'Scroll AO 9 31 1724 Na 3 3 9 9 2 6 2 3 1 4 Na 2 2 9 1724 31 C 0.032-Post./0.024-Sideplalas AH/21 12 32 1896 We 4 3 Na Na 2 7 2 4 2 4 Na 3 2 9 1896 32 TABLE 7.7 STUCCO ATTACHMENT TO WALL D 0.032-Post w/0.03P Sideplates AW21 12 33 2080 Na 4 3 Na Na 3 7 2 4 2 4 Na 3 2 Na 2080 33 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS E Clover 0.040'x3'x3-Alum AK/24 10 34 2275 Na 4 3 Na Na 3 8 17 4 2 5 Na 3 2 Na 2275 34 16'o/c 24'o/c F Magnum 0.075x3"x3'Post AJ/23 12 35 2481 Na 5 4 Na Na 3 9 2 5 2 5 Na 3 2 Na 2481 35 Ground Snow G 0.048"x3'x3'Steel Clover AKJ24 12' 36 2700 n/a 5 4 Na Na 3 9 2 5 2 5 Na 4 3 Na 2700 36 Load(psf) 2 Lag 1 3 Lags 3 Lags 4 Lags Exp B Exp C H 0.048Y 'x Steal Clover AK/24 10 37 2931 We 5 4 Na Na 3 Na 3 5 2 6 Na 4 3 Na 2931 37 Live 10 13'F' 20.2- IT-6- 1V 115 mph NIA I 3/16'x3"x3'Steel Square AF/19 15 38 3175 Na 6 5 Na Na 4 Na 3 6 2 6 Na 4 3 Na 3175 38 Live 10 13' 19'-6' 13' ITA-0 140 mph 115 mph J 1/4'x3'x3'Steel Square AF/19 15 39 3433 We 6 5 Na Na 4 Na 3 6 2 7 Na 4 3 Na 3433 39 Live 10 10'-9' 15-1" 10'-T 14'4' 130 mph K 3/8'x3-x3'Steel Square AF/19 15 40 3704 Na 7 5 Na Na 4 Na 3 7 3 7 Na 5 3 Na 3704 40 Live 10 91-3' 13'-10' 913" 12'-4' 140 mph L 3116mx4nx4"Steel Square I AF/19 15 41 3988 Na 7 6 Na Na 5 Na 3 7 3 8 Na 5 4 Na 3988 41 Live 20 T-1' 10-7- T-1' 9'-5' 140 mph Table7.2 42 4288 Na 8 6 Na Na 5 Na 4 8 3 8 Na 5 4 Na 4288 42 25 T-8' 11'-T' T41' 10'-3' - 140m h 43 4601 Na 8 6 Na Na 5 Na 4 8 3 9 Na 6 4 Na 4601 43 30 6-6- 9'-9' 6'-6' 8'-8' 1 140 m h 44 4930 Na 9 7 Na Na 6 Na 4 9 3 9 Na 6 4 n/a 4930 44 Lag=114"Lag Screw with 2.25"penetration Into G=0.5 wood(Douglas Fir) 45 5273 Na 9 7 Na Na 6 n/a 4 9 3 Na Na 7 5 Na 5273 45 Lattice Sruclures always use 115 mph Exposure B for the wind condition 46 5633 Na Na a Na Na 6 Na 5 Na 4 Na Na 7 5 Na 5633 46 47 6008 Na Na 8 n/a Na 7 Na 5 No 4 Na Na 7 5 Na 6008 47 48 6400 Na Na 9 Na Na 7 Na 5 Na 4 Na Na 8 5 Na 6400 48 United Duralume 49 6808 Na Na 9 Na Na 7 Na 5 Na 4 Na Na 8 6 Na 6808 49 350 S.Raymond Ave JUN 03 2015 50 7234 Na Na Na Na Na 8 Na 6 Na 5 Na Na 9 6 Na 7234 50 Fullerton,CA Fastener Terminology 4i4 SMS=#14 sheet metal or BIDS screw,l/Tminimum length TABLE 7.5:WALL ATTACHMENTS FOR SOLID COVER STRUCTURES Carl Putnam,P.E. \ONALE 3/8'8=W8'Diameter Boll ANC ANC ANC ANC4 34411vylink Place SS P /� Sae General Notes for specifics on fasteners LIVEJ O/CNumber M=imurn Panel Span Lynchburg,VA 24503 ealspan on this chart is tie-distance fromthe wall t0 Me first raw of columns. WINDSPEED SNOW SPACING SPACING of STUD@Is-O/C SPACING (434)384.2514 4 2 Hilti Kwik Boll T23/8"diameler and 2"embed and l-dia steel washer.ICC ESR 1917 or other (MPH)AND LOAD CONCRETE MASONRY asteners #14X2' 1/4'LAG Carl utnam comcast.net C68 3 anchor w/4004 allowable shear and 200#allowable tensile vs live,snow,wind and seismic loads. EXPOSURE (PSF) ANCHORS ANCHORS SCREWS SCREWS FESSIp r 3 Masonry anchors must have an allowable shear value of 400#and 2009 tensile for[We,snow,wllld 130C 10 12" 12" 1 12' 12' Q�G F..8/ 0/ 17/I or Seismic loads or be specified by a design professional. LIVE 2 23' 23' �Q PU 4#14 screws must have IS-of penetration into solid wood. 140 C 20 12" 12" 1 8' 9' =5 V 1 5 1/4'Lag screws must have 21/4-of penetration into studs and 0.5'washers LIVE 2 1T 18, 47 T211 1 7� Cl IL O These lag screws musbnust be installed as per APP&A NDE Section 11.1.3. See General Note 25 12" 12" 1 8' 8' O 3 n m I / ,C OF #11 for washer specifications. 2 IT IT 6 10 and 20 psi ere live or snow loads,25-30 psi are snow loads. 30 12" 12' 1 T 8' * 0-20 15 71 For ANC3 and ANC4 wood framing imust be SG=0S or denser(Douglas Fir-Larch) I 1 1 2 is, 16' I/ 40 12" 12" 1 6' T CIVV r \P z 13' 1a' CAI\FO�� 60 12" 12" 2 9' 9' ICC ESR 2676(2012 IBC)12/11/2013 Page 68 0 74 3 ,3' 14' DEC 18 2013 Misc3-2012 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 0001. o DIAMETER OF 18" 24" 30" 36" Area Exp B Exp C I Exp C Area z _, CIRCULAR FdCln) Required Side of Square Footing (sq ft) Required"d"of Footing(in) (sq ft) z c c FOOTINGS(IN) 20" 21" 18" 16" 15" 15 15" 17" 19" 25 z N z 12" 18" 24" 36" 21" 23" 20" 18" 16" 20 17" 19" 21" 33 Panel Spa 112 OF PANEL SPAN H Z P 22" 24" 21" 19" 17" 25 18" 20" 23" 42 Z 0 0 00 ________________________ ____ DEPTH OF 23" 26" 23" 20" 18" 30 19" 21" 24" 50 I U 0 u. CIRCULAR 24" 28" 24" 21" 20" 35 20" 22" 26" 58 Comer Trib Area I Tdb Area for I 112 OF PANEL SPAN Z FOOTINGS(IN) 25' 29" 26" 23" 21" 40 21" 23" 27" 67 1 Middle Post 14" 17" 24" 14" 14" 14" 26" 31" 27" 24" 22" 45 22" 24" 28" 75 1 1 15" 18" 30" 15" 15" 15" 27" 33" 29" 26" 23" 50 22" 25" 29" 83 16" 19" 36" 16" 16" 16" 28" 35" 30" 27" 25" 55 23" 26" 30 92 1 Post Spacing Panel 17" 21" 43" 19" 17" 17" 29" 37" 32" 29" 26" 60 24" 27" 31' 100 1 verhang 18" 22" 52" 23" 18" 18" 30" 39" 34" 30" 27" 65 24" 28" 32" 108 Figure 1 19" 23" 61" 27" 19" 19" 31" 41" 35" 32" 29" 70 25" 28" 32" 117 Determine Trib Area from Figure 1 20" 24" n/a 31" 20" 20" 32" 43" 37" 33" 30" 80 26" 30" 34" 133 21" 26" n/a 36" 21" 21" 33" 45" 39" 35" 32" 90 27" 31" 35" 150 INSTRUCTIONS TO USE TABLE 7.10 22" 27" n/a 42" 24" 22" 34" 47" 40" 36" 33" 100 28" 32" 36" 167 1.TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY 23' 28" n/a 48" 27" 23" 35" 49" 42" 38" 35" 110 29" 33" 38" 133 2. DETERMINE ACTUAL TRIBUTARY AREA 24" 30" n/a 54" 31" 24" 36" 51" 44" 39" 36" 120 30" 34" 39" 200 FOR MIDDLE POSTS THIS IS: 25" 31" n/a n/a 35" 25" 37" 53" 46" 41" 38" 130 31" 35" 40" 217 TRIB WIDTH x POST SPACING 26" 32" n/a n/a 39" 26" 38" 55" 48" 43" 39" 140 32" 36" 41" 233 FOR END POSTS THIS IS: 27" 34" n/a n/a 44" 27" 39" 57" 50" "1, 41" 150 32" 36" 42" 250 (OVERHANG+HALF OF POST SPACING)x TRIB WIDTH 28" 35" n/a n/a 49" 28" 40" 60" 52" 46" 42" 160 33" 37" 43" 267 3.DETERMINE FOOTING SIZE FOR WIND CONDITION 29" 36" n/a n/a 54" 29 41" N/A 54" 48" "1. 170 34" 38" 43" 283 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA 30" 38" n/a n/a 60" 30" 42" N/A 56" 50" 45" 180 34" 39" 44" 300 31" 39" n/a n/a n/a 31" 43" N/A 58" 51" 47" 190 35" 39" 45" 317 32" 40" n/a n/a n/a 32" 44" N/A 60" 53" 49" 200 36" 40" 46" 333 United Duralume 33" 42" n/a n/a n/a 35" 45" N/A N/A 55" 50" 210 36" 41" 47" 350 350 S. Raymond Ave 34" 43" n/a n/a n/a 39" 46" N/A N/A 57" 52" 220 37" 41" 47" 367 Fullerton,CA 35" 44" n/a n/a n/a 42" 47" N/A N/A 59" 54" 230 37" 42" 48" 383 36" 46" n/a n/a n/a 46" 48" N/A N/A N/A 55" 1 240 1 38" 1 43" 1 49" 1 400 Carl Putnam, P.E. 37" 47" n/a n/a n/a 50" 49" N/A N/A N/A 57" TABLE 7.10 3441 Ivylink Place 38" 48" n/a n/a n/a 54" 1 50" 1 N/A N/A N/A 59" Lynchburg,VA 24503 JUN 03 2015 39" 50" n/a n/a n/a 58" TABLE 7.9 40" 51" n/a n/a n/a n/a QR0FE5S10N �gS10NAL 41" 53" n/a n/a n/a n/a 42" 54" n/a n/a n/a n/a 43" 55" n/a n/a n/a n/a $ 3 A m - 6 1 44" 57" n/a n/a n/a n/a J / P. /30/D1/ ! Misc4-2012 TABLE 7.8 * p-Y015 CIVI \P CALIF OFCAL 0 DEC 18 2013 ICC ESR 2676(2012 IBC)12/11/2013 Page 69 of 74 Y Kz 0.7 0.98 height factor,Exposure Band C �OFESSIp X dt 0 85 Wind Directionality factor zytr,�e�rd- PU Fc Ophic factor FrcSStON U G7� I T1 Importance Factor ZZfo Existin Residence G 0.85 Gust Factor $ 3 n m C 13T Cnet 1.2 Net Pressure Coefficerr Dead 1 psf 't �/ 15 * FRCP 6/ /201 P/2 I Design Design Cl ; \ Panel Span(P 0.6'W Down Load Up Load CALtFO`�� p I fV -----------------------�- ---- Speed(mph) Wind C&C (psf) (Psi 9TF0 C 5 eed m h Exposure h s (psf) W+ W- DEC 18 201 110 B 18.4 11.3 12.3 10.7 P/2 115 B 20.1 12.3 13.3 11.7 J Q3 2�15 120 B 21.9 13.4 14.4 12.8 Header 130 B 25.7 15.8 16.8 15.2 Overhang(0) 140 B 29.9 18.3 19.3 17.7 150 B 34.3 21.0 22.0 20.4 Figure 1 160 B 39.0 23.9 24.9 23.3 Patio Cover Length(L) 170 B 44.0 26.9 27.9 26.3 110 C 25.8 15.8 16.8 15.2 Determine Snow Loads on Existing Structure 115 C 28.2 17.3 18.3 16.7 1 Determine Roof Snow/Live Load,S. See General Note 3. 120 C 30.7 18.8 19.8 18.2 2 Dead Load=1 psf 130 C 36.0 22.1 23.1 21.5 3 Add Dead and Live/Snow Loads,mulitply by half of Panel Span 140 C 41.8 25.6 26.6 25.0 TABLE 1 Wall Load=(D+S)P/2 150 C 48.0 29.4 30.4 28.8 4 Result is wall load in pounds per linear foot. 160 C 54.6 33.4 34.4 32.8 170 C 61.6 37.7 38.7 37.1 Determine Wind Loads on Existing Structure 1 Determine Wind Load,W+or W-. See Table 1 Combination Loads: Roof Live or Snow +Wind+Dead Loads 2 Dead Load included in Down and Up loads Wind Ground Sno 3 Mulitply W+or W.by half of Panel Span Wind Load Live Loads(psf) Loads(psf) Wall Load=W P 12 Speed(mph) Exposure (psf) 10 20 25 30 4 Result is wall load in pounds per linear foot. Roof Live or Snow Loads On] 11.0 21.0 22.0 26.2 5 Maximum Shear Load in X direction is 547 Ibf(170 mph Exposure C,16.1'Rafter Span) 110 B 11.3 17.0 24.5 25.2 28.4 Max load in Y direction(towards house)is 68 plf (170 mph Exp C,8"beam) 115 B 12.3 17.7 25.2 26.0 29.1 Max load in Y direction due to force couple resisting lateral is 138 pif 120 B 13.4 18.6 26.1 26.8 30.0 (140 mph Exp C,Projection=Width=16.5') 130 B 15.8 20.3 27.8 28.6 31.7 140 B 18.3 22.2 29.7 30.5 33.6 Determine Seismic Loads on Existing Structure(Excludes Roof Snow Load over 30 psf) 150 B 21.0 24.2 31.7 32.5 35.6 1 Vertical Loads and Horizontal Loads=maximum of 1 psf 160 B 23.9 26.4 33.9 34.6 37.8 170 B 26.9 28.7 36.2 37.0 40.1 TABLE 2 Combination Loads based on Equation 16-11 110 C 15.8 20.3 27.8 28.6 31.7 1 Determine Combination Load,C. See Table 2 115 C 17.3 21.4 28.9 29.7 32.8 3 Mulitply C by half of Panel Span 120 C 18.8 22.6 30.1 30.8 34.0 Wall Load=C P/2 130 C 22.1 25.0 32.5 33.3 36.4 4 Result is wall load in pounds per linear foot. 140 C 25.6 27.7 35.2 35.9 39.1 150 C 29A 30.5 38.0 38.8 41.9 160 C 33.4 33.6 41.1 41.8 45.0 Misc6.2012 170 C 37.7 36.8 44.3 45.0 48.2 [CC ESR 2676(2012 IBC) 1 211 1/2 01 3 Page 72 of 74 United Duralume Structural Properties of Beams,Fascia,Panels and Rafters for Use by Design Professionals ASSUMES FULL LATERAL BRACING Max Allowable Max Allowable Structural Element I(inA4)bottom Moment(top in Moment(bottom Max I(in A4)top in in compression in compression Allowable Flo or Fu Fty or Fy Fcy QROFESSIp �gS(C EN compression compression (Ibf"ft) (lbf"ft) Shear(Ibf) Material E(ksl) (ksi) (ksi) (ksi) yt�G(.fl. PLI C O� RL HF% Rafters 0.024'x2'k6.5"Aluminum Rafter Detail 6 2.176 same 293 273 169 30041-134 10100 32 25 22 J $ ^' SA 39 0.032"#"x6.5"Aluminum Rafter Detail 6 2.929 same 552 494 406 3004H34 10100 32 25 22 0.040'x2'S6.5"Aluminum Rafter Detail 6 3.693 same 851 786 600 30041-134 10100 32 25 22 * ,6 0. 15 * .6(3 12017 0.042'x3"x8"Aluminum Rafter Detail 7 7.907 same 1164 1038 747 30041134 10100 32 25 22 yl� Aluminum Panels cl 0.02l'x3"xl2"W Panel Detail E 0.445 same 228 365 979 3004H34 10100 32 25 22 CAU 1kCAL* 0.024"x3"x12"W Panel Detail E 0.509 same 262 432 1119 30041-134 10100 32 25 22 DEC 18 0.032"x3"x12"W Panel Detail E 0.679 same 398 620 1492 3004H34 10100 32 25 22 �3 2�15 7T Trr 0.D44"x3"x12"W Panel Detail E 0.933 same 629 929 2052 3004H 1U 34 10100 32 25 22 0.018"x2.25"x6"Flat Panel Detail G 0.192 same 129 111 680 3004H34 10100 32 25 22 0.024"x2.25"x6"Flat Panel Detail G 0.256 same 198 179 907 3004H34 10100 32 25 22 0.032"x2.25"x6"Flat Panel Detail G 0.342 same 280 273 1209 30041134 10100 32 25 22 0.038"x2.25"x6"Flat Panel Detail G 0.406 same 341 355 1436 30041434 10100 32 25 22 0.018"x2.5"x24"Panel Detail F 0.463 same 144 209 357 30041-134 10100 32 25 22 0.0247x2.5"x24"Panel Detail F 0.618 same 255 371 847 30041-134 10100 32 25 22 0.032"x2.5"x24"Panel Detail F 0.824 same 454 660 2008 30041-134 10100 32 25 22 0.038'S¢.5"x24"Panel Detail F 0.978 same 640 930 3362 30041-134 10100 32 25 22 0.018"x3"x6"Flat Panel Detail H 0.373 same 179 135 916 30041-134 10100 32 25 22 0.024"x3"x6"Flat Panel Detail H 0.497 same 274 238 1222 30041-134 10100 32 25 22 0.032"x3"x6"Flat Panel Detail H 0.663 same 386 397 1629 3004H34 10100 32 25 22 0.038"x3"x6"Flat Panel Detail H 0.787 same 478 514 1935 30041134 10100 32 25 22 same Aluminum Headers 0.042"x3"x8"Aluminum Header Detail U12 7.907 same 1164 1038 747 30041-134 10100 32 25 22 Double 0.042"x3"x8"Aluminum Header Detail W13 15.814 same 2328 2076 1494 30D4H34 10100 32 25 22 Double 0.032"x2"x6.5"Aluminum Header Detail K/11 5.858 same 1104 988 812 30041134 10100 32 25 22 4"x2.375"I beam Detail P 1.712 same 1618 1618 2195 6061T6 10100 22 16 16 6"x4.5"I beam Detail Q 1129 same 7121 7121 5857 6061T6 10100 22 16 16 7"x5.5"I beam Detail R 23.25 same 12762 12762 8861 6061T6 10100 38 35 35 10'x5.5'I beam Detail T 67.72 same 24816 24816 11308 6061T6 10100 38 35 35 Steel Headers 16 Gauge Steel C Beam Detail N/14 8.17 8.17 5176 5176 2355 ASTM A653 Grade 50 29000 65 50 14 Gauge Steel C Beam Detail N/14 9.95 9.95 6305 6305 3962 ASTM A653 Grade 50 29000 65 50 12 Gauge Steel C Beam Detail N/14 14.98 14.98 9491 9491 11504 ASTM A653 Grade 50 290D0 65 50 Double 16 Gauge Steel C Beam Detail S116 16.34 16.34 10352 10352 4710 ASTM A653 Grade 50 29000 65 50 Double 14 Gauge Steel C Beam Detail S/16 19.90 19.90 12610 12610 7924 ASTM A653 Grade 50 29000 65 50 Double 12 Gauge Steel C Beam Detail S/16 29.96 29.96 18982 18982 23008 ASTM A653 Grade 50 29000 65 50 0.048"x3"x3"Lockseam Header Detail J110 0.90 0.90 1203 1203 9175 ASTM A653 Grade 40 29000 55 40 Double 0.048"x3"x3"Lockseam Detail J/10 1.81 1.81 2406 2406 18350 ASTM A653 Grade 40 29000 55 40 Misc7-2012 ICC ESR 2676(2012 IBC)12/11/2013 Page 73 of 74 QROFES610ry �Sg�ONA ,y C 81 * � 15 * * .6/3 0� , CI CAO- ,9 CIVIC CA11F DEC 18 2013 JUN 03 2015 N O � _ N to Z Ln O N E CO 00 O CM (o O M I- r (O r CO N 00 Lf) N O ti co d d' It LO (O OD O M co' f` o N r r r r r N N N M CO CO Itd' LO LO (O CO I� 00 00 0) O r N CO d LO O 00 O) O () 0 r r r r r r r r r N N 0- N 0)W W W Z - Q W x M LO I� O M CO O Kt 00 CV 00 M O L() N O I" Lo I U) cor CDV N r r r N N N M CO CM dt It U.) LO CO I` 1` 00 m O r NM t LO f� 00 O r M cT CO W W r r r r r r r r r N N N N ALL = ~ Q uj Q Q i in E O M (O O dt 0) d' O (O co O 00 O LO "' LO CO ti O M 00 M 00 L() M N N M Lf) w J = N N N M M M � M LO CO f� I� 00 O O r N M M CO O O N d' (O OD O N d N a CO)w �' r r r r r r r r N N N N N M M M W N ~ W W r (O r I,- d- r O 00 00 00 O N LO O I' O 00 (0 co ti O M M dt N N M O r f� V in O r N co (O 00 M r M LO f` O N LO 00 r d I` r t (J Z 0i N CM M � LO CO i� ti 00 O r rrr r r r N N N N M M M M d d t LO LO M V > LO Q W v N oW E o IL - W N z L- Ev E � � Z O r N M d' Lo (O ti 00 O O r N M It LO CO I� CO O O r N M � LO CO f� 00 O O 0 m r N N N N N N N N co M co co M M M M M m 't I I d' d' d' d d' d d LO A m = > s Z O d N d r 00 = o = � Rt = C.) LL � CMLL C) MJ ICC ESR 2676(2012 IBC)12/11/2013 Page 74 of 74