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PMT16-02177 City of Menifee Permit No.: PMT16-02177 29714 HAUN RD. �l-+,CCEL/� MENIFEE, CA 92586 Type: Residential Addition MENIFEE Date Issued: 0711 2/2 01 6 PERMIT Site Address: 30290 SILICATE DR, MENIFEE, CA 92584 Parcel Number: 360-810-051 Construction Cost: $2,800.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL 12'x 25'SOLID ALUMAWOOD PATIO COVER, NO ELECTRICAL Work: Owner Contractor JIM BELL PSLQ INC 30290 SILICATE DRIVE 28910 RANCHO CALIFORNIA RD MENIFEE, CA 92584 #206 Applicant Phone:9517954260 LOIS MONTINI License Number: 919885 PSLQ INC DBA GREENBEE 28910 RANCHO CALIFORNIA RD #206 TEMECULA, CA 92590 Fee Description OQt Amount 151 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 $168.65 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_Pennit_Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION D [am exempt from licensure under the Contractors'Slate License Law for the I hereby affirm under penalty or perjury that 1 am licensed under provisions of following reason: Chapter 9(commencing with section 7000)of Division 3 of the Business and By my signature below I acknowledge that,except for my personal residence in Professions Code and license is in full force and ef(eet n (), which I must have resided for at least one year prior to completion of License Class Lice s/J y N `i jj improvements covered by this permit,I cannot legally sell a structure that I have Expires - - ignature i , ' built as an owner-building if it has not been constructed In its entirety by licensed i _contractors.I understand that a copy of the applicable law. Section 7044 of the WORKERS'COMPENSATION DECLARATION Business and Professions Code,is available upon request when this application is submitted or at the following Web site: ❑ I hereby affirm under penalty of perjury one of the following declarations: htto://www.lecinfo.ca.aov/calaw.html. I have and will maintain a certificate of consent of self-insure for workers' compensation,issued by the Director of Industrial Relations as provided for by Date ' Section 3700 of the Labor Code,for the performance of work for which this permit is issued. Property Owner orAuthorized Agent Policy# ❑ By my Signature below, I certify to each of the following:I am the property ❑ 1 have and will maintain workers' compensation insurance, as required by owner or authorized to act on the property owner's behalf. I have read this section 3700 of the Labor Code, for the performance of the work for which this application and the information I have provided is correct. I agree to comply permit is issued.My workers'compensation insurance carer and policy number are: with all applicable city and county ordinances and slate laws relating to building ^ construction.I authorize representatives of this city or county to enter the above- Carrier ���Ly�- // identified property for the inspection purposes. Policy# LUG1d7)D601 Expires / l� '/� - Date L� Property Owner orAuthorized Agent (This section need not be comp13d4f the permit is for City Business License# C?:f—4O3 one-hundred dollars($100)or less) HAZARDOUS MATERIAL DECLARATION ❑ 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 Will the applicant or future building occupant handle hazardous material or a workers'compensation laws of California, and agree that if 1 should become mixture containing 0azardous material equal to or greater that the subject to the wo 3,rs'compensation provisions of Section 3700 of the Labor amounts spec'refon the Hazardous Materials Information Guide? Code,I shall o w h comply ith those provisions. / •�/7 DYES 0-151-0 Applica Will the intended use of the building by the applicant or future building occupant require a permit for the construction or modification from South WARNING: FAILURE TO SECURE WORKERS' Coast Air Quali anagement District(SCAQMD)?See permitting checklist COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL for guideli SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND DYES ❑NO CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, Will the proposed b it id ng r modified facility be within 1000 feet of the outer DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of out? LABOR CODE, INTEREST,AND ATTORNEYS FEES DYES tFNO CONSTRUCTION LENDING AGENCY I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm that under the penalty of perjury there is a construction lending permitting checklist.Ind land my requirements under the State of agency for the performance of the work which this permit is issued(Section California HealthrFsS €tY Code,Section 25505 and 25534 concerning 3097 Civil Code) hazardous&€nal reporting. OWNER BUILDER DECLARATIONS I hereby affirm under penalty of perjury that I am exempt from the Contractor's Date License Law for the reason(s)indicated below by the checkmark(s)I have placed PROPERTY OWNER OR AU �RIZED AGENT next to the applicable item(s)(Section 7031.5.Business and Professions Code: Any city or county that requires a permit to construct,alter,improve, demolish, EPA RENOVATION,REPAIR AND PAINTING IRRP) or repair any structure,prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors provisions of the Contractor's State License Law(Chapter 9(commencing with receiving compensation for most work that disturbs paint in a pre-1978 Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firms and comply with she is exempt from licensure and the basis for the alleged exemption. Any required practices.This includes rental property owners and property violation of Section 7031.5 by any Applicant for a permit subjects the applicant to managers who do the paint-disturbing work themselves or through their a civil penalty of not more than($500).) employees.For more information about EPA's Renovation Program visit: www.epa.gov/lead or contact the National Lead Information Center at ❑ 1, as owner of the property, or my employees with wages as their sole 1-800-424-LEAD(5323). compensation,will do( )all of or( )porting of the work,and the structure is , /1 -I% not intended or offered for sale.(Section 7044,Business and Professions Code; GL 1� The Contractor's State License Law does not apply to an owner of a property ❑An EPA Lead-Safe Certified Renovator will be responsible for this project who, through employees' or personal effort, builds or improves the property, provided that the Improvements are not intended or offered for sale.If,however, Certified Firm Name: the building or improvement is sold within one year of completion,the Owner- Builder Will have the burden of proving that it was not built or improved for the Firm Certification No: purpose of sale). ❑ 1, as owner of the property an exclusively contracting with licensed No EPA Lead-Safe Certified Firm is required for this project because: contractors to construct the project(Section 7044.Business and Professions Code:The Contractor's License Law does not apply to an owner of a property who builds or improves.lhereon, and who contracts for the projects with a BUILDING & SAFETY PERMIT/PLAN CHECKAPPLICATION Menifee DATE \ PERMIT/PLAN CHECK NUMBER TYPE: ❑COMMERCIAL ❑RESIDENTIAL ❑MULTI-FAMILY ❑MOBILE HOME ❑POOL/SPA ❑SIGN SUBTYPE: ❑ADDITION []ALTERATION ❑DEMOLITION ❑ELECTRICAL ❑MECHANICAL ❑NEW^❑(-PLUMBING ❑RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK Qmom�C/, � . W PROJECTADDRESS � I& l ae., , Mcxn C/'\' ASSESSOR'S PARCEL NUMBER ��(� �` LOT TRACT PROPERTY OWNER'S NAME m 1 1 City of Mertifee cling afet De t. ADDRESS 016 PHONE EMAIL ` APPLICANT NAME r Receovec I ADDRESS L I �� �CyY� f (CLj PHONE VO EMAIL CONTRACTOR'S NAME eS n e, OWNERBUILDER? ❑YES❑NO BUSINESS NAME ` �/� / ,, (- '�y� ADDRESS c IO //1 Na b QQJ R 2Gb TU I 1 IfCkA[a, PHONE gSIZ3 'tJ35� EE��MAIL CONTRACTOR'S STATE LICNU �� IQ NUMBER l S LICENSE CLASSIFICATION {{� I✓ VALUATION$ (J� SO FT L SO FT APPLICANT'S SIGNATURE DATE CITY STAFF USE ONLY DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN SMIP INVOICE PAID AMOUNT AMOUNT O CASH O CHECK# O CREDIT CARD VISAJMC PLAN CHECK FEES PAIDAMOUNT OCASH OCHECK# OCREDIT CARD VISA/MC OWNER BUILDER VERIFIED .OYES O NO DLNUMBER NOTARIZED LETTER 0 YES 0 NO City of Menifee Building&Sofety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777 www.cityofmeoifee.us Inspection Request Line 951-246-6213 Jim Bell Plot plan 30290 Silicate Dr. Not to Scale Menifee, Ca.92584 951-723-2535 300 total sq. ft. of Solid Alumawood Patio Cover set at 9' high . Attached to the house and to the existing concrete slab. NO ELECTRICAL VALUE $2600 City of Menifee Building &Safety Dept 13' LEDGER &TRACK JUL t 2 tots 0O INSPECTION REQUIRED received W 25' U. 8r —��► o 0 0 10t _� 121 O CITY OF MENIFEE BUILDING AND SAFETY DEPARTMENT PLAN APPROVAL REVIEWO 036A 11G ATE 'Approval of these plans shall not be construed to be a permit for,o an approval of,any violation of any provisions of the federal,state or ci regulations and ordinances. This set of approved plans must be kep on the jobsite until completion. Driveway Sidewalk Silicate Dr. Amerimax Exterior Home Products AlumawoodTM Patio Cover.Carport and Commercial Structure Enslineerinq 2012 IBC PAGES DRAWING SECTION DESCRIPTION LEDGER & TRACK 2 PAGES GN01-2012 GENERAL NOTES GN02-2012 INSPECTION REQUIRED >- 2 PAGES SC01-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS CL SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS CITY OF MENIFEE (D 4 PAGES LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES BUILDING AND SAFETY DEPARTMENT U L 111 4 PAGES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND Am�hl APPROVAL U 4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS LL LL 4 PAGES LT01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES REVIEWED BY City of Menifee LT02-2012 +�=�II1 1I(�i�9 & Safety Dept.. LT03-2012 LT04-2012 DAT�L i Z Z016 'Approval of these plans shall not be construed to bea penritfa or�a, 2 PAGES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES approval of,arryviolation of any provisions of the federal r state Oro tyP'f eC e i ve d jobsite ntil completi 10 PAGES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH 19#�dordinance Is set approved plans must be kept on the r 10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND A EAS r, 4 PAGES NP01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS Q¢apFiS$Iq NP02-2012 SS NP03-2012 � NP04-2012 2 �pP PUr, 9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS 81 �f CD02-2012 * t * Y CD03-2012 * EXP. 0/2 7 . CD04-2012 s Civil. �CA10 Ago T CD06-2012 C OCT 02 2013 CD07-2012 CD08-2012 UN 2015 CD09-2012 September 29, 2013 10 PAGES Miscla-2012 MISCELLANEOUS DETAILS Miselb-2012 MISCELLANEOUS DETAILS Misc2-2012 FAN BEAM DETAILS Misc3-2012 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES Misc4-2012 7.0 FOOTING AND SLAB ATTACHMENT TABLES Misc5a-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Misc5b-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Misc6-2012 7.0 FORCES ON EXISTING STRUCTURES Misc7-2012 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS Misc8-2012 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS It 1w P ItIb P PUTj� n.rrri., �,,G �EN8F'S'tly♦� OF.MICHIG,4 NpL CIVr �yc �JTr</�F ��````�OQ •FF S :Qp�•L PROFESSIONAL ENGINEERING PS PAGE yr' GpP� ;*y �` Q O ?2e : .41 T1lOFL LfTNAN :r C•"•.RL sr pROFESSIONA :� m !� 187 7 ? ?� P NE !qr 5 L'r B Mq'i 604' �j'QFyS �t�Sg10 L FyG/ +�' _; ENGNo. 9 1 PE 580 `DENS O • ;VP 'y.F QQO�t1,GlS BRA �� P`'• °eye '62010 +.a sf •. t She �yri INEA P �., ''• ��``�` M. 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All structures must comply with one of the following: (CONTINUED FROM SHEET NO.1) a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category(SDC)A-D up to the maximum Ss noted In General Note#3. 11.STEEL FASTENERS SHALL BE EITHER STAINLESS(3000 SERIES),GALVANIZED OR DOUBLE b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED,MECHANICALLY Exception#1 do not require additional seismic analysis. GALVANIZED,ZINC ELECTROPLATED,ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE c. Structures not complying with (a)or(b)require additional engineering seismic analysis. ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSI/ASME STANDARD B18.6.1 AHD AND AF&PA NDS-0511.1.4. ALL LAG SCREWS MUST COMPLY 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS WITH ANSI/ASME B18.2.1 AND AF&PA NDS-0511.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ REPORT. DIMENSIONS IN ACCORDANCE WITH ASME B18.22.1,TYPE A. ALL STEEL NUTS TO BE ASTM A563. THE MINIMUM WASHER DIAMETER SHALL BE 1"FOR BOLTED CONNECTIONS. SCREWS AND BOLTS 22• ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION 1403.2(WALLS)AND/OR 1503(ROOFS),WHICHEVER IS MORE APPROPRIATE. 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST.(EXCEPT FOR FULL STRENGTH SPLICES)FULL STRENGTH SPLICES 24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER(PROJECTION OR WIDTH)SHALL BE (DETAILS U,AND X)MAY BE LOCATED ANYWHERE. LESS THAN 30' 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC-ESR 1730,2196 OR GENERAL NOTES FOR LATTICE STRUCTURES: EQUIVALENT AND USE HEADS W/DIAMETERS EQUAL TO #8=18",#10=e",#12=fl"AND#14=J"OR (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2012 AND LT01-2012 THRU LT03-2012.) STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE#11 1. SEE GENERAL NOTE#3 FOR LIVE AND SNOW LOADS. 15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING 2. NOTE INTENTIONALLY LEFT BLANK. ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY 16.ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION WITH TABLE L1 AND L2 ON SHEET M5. #2 IN IBC SECTION 1505.2. 17.STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. 18.WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS(OTHER THAN STAINLESS,ALUMINIZED OR GALVANIZED STEEL)OR ABSORBENT BUILDING MATERIALS,LIKELY $ZONAL E �� TO BE CONTINUOUSLY OR INTERMITTENTLY WET,THE FAYING SURFACES SHALL BE PAINTED OR QO �� PUr iF OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I-A . ¢ Q 9f EP SECTION 6.7. 13 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK,THE MAXIMUM * D(P.6/3012 1 DEAD LOAD+LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB.THE MAXIMUM CONNECTION s C1 1. �P UPLIFT LOAD IS 1162 LBS FOR 115 MPH EXP C WIND SPEED.CONNECTIONS ARE FOR MAXIMUM Q�ppi S$f0 F L(FO \ 02 2015 PATIO ROOF HEIGHTS OF 12 FT FROM GRADE.THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS.THE STRUCTURAL ADEQUACY OF THE DECK ��C' C2 TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13,N12 ORAL. CONSTRUCTION OUTSIDE 8 meri max• 2021 US Hwy74 OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. * 1, Romoland,CA 9256E EXTERIOR HOME PRODUCTS ul CA41F CMP ICC ESR1398(2012 IBC)9129/2013 Page 3 of 66 OCT 02 2013 NONE HonRMEART GENERAL NOTES ENGINEERS STA 9TVa nN09—'>n19 H Z d0 L ZLOZ—LOOS �pp��gW(�N dWV1S S2133NION3 133HS ZLOZ S 9910 0 a6ed £LOZl6U6(091 ZLOZ)96£LNIS3 001 SNOUNimIdN00 3WVN U0Z ZO l00 lvH ll.3f1N13S 13NVd OI105 lwd ND 3NON KIND 62N W 0V 1Itl13Q 381f�5�CPIlPA9d�4TiI 3ZIS NO3 33f1Q3HOS 33S SDMimi O3NIVN1SN03 /A a��1 l0 tAa�(`•3tl£ P. . . •£• P• .03N Htl'IS 313NONO3 .W NIH Sion aOHd 3WOH 801H31X3 ) B/ 1 ` I •Z/I I3ma�ad-1 5Z6 V0'Puelowoa � L * L d G 4Lk+HS(I LZ69Z .XL2Wjj;DL W £ /� r od xs5 'dACgO'1L4 � W c] 15�(1d��XS�Z NIIf11WFj 5 T3 d if310ONDNl%1'W NIJ[ lOQld1X- nda�' h 3do3 olssV Y N1 IWO 1 ds • d 1H9I3H S1 ❑1 0 M-1 MV S3?1f110LTN1S AINO 62N ND otl 1Itl13¢ _ (�+a-3a) us 0,9/£ 3ydld '+ -IVION3WW00 (INV S12IDddVJ '1H!313H .;\1DZ/0219 dX3 3IIS M¢d 3'91¢3HOS 33S f T-I P• SDNI10¢! 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MIS DN6OOdT�- %' '�• SDN11DDd 03NIVMSNO3 /A NO! 311103HOS 33S S0NI1DDd _-! 4P• f 0,038 RVIS 313MON0O •S's NIW P. 03tOtlN1SN133 /A (1,03N 9VIS 313NONDO .S'E NIW NNNO ,Z/l l 301AON /t l MlAoNd WOL" •( 'ryo , ' �� .jLS00d%SL 3 iDI3d NTP�� N30V3H y� NVHN3AO AVW MI1LDEU VV MGMA NA VI'JSYj �'R7,y' XVYI N30V3H MS 31383WO A l3NVd N N3A37N7 NIX ELL1N3euViiV 'ONVd N3AOO ,� J $Q1f�T VIO •flNtld N3LS+d is al �033S ON3 a 'ld .SZ'O 3d0jS 'WIW• d5,�5Od IHIOf NIW f1V3B 3LYp3W631N1 N3d)SISOd Z NVHL 3N011?hMl RA1 'AITfJIINIIA 031'ryISN VIOSVd NM VIOSVd 0 N00:131'pNd oX � 0l FW9H� 'NIW 30 01 SM TN'S1SOd HW 3In0QS 33S MT H53OU 3m4d 335 53 HIO N01L'13fOtid d0 S3RJVA ` 3'XS' ALUM HEADER ,q,, 31XS' STEEL C 'wfp MULDSPAN FREESTANDING MAX' RAFTER SPAN DOUBLE ALUM HEADER , (CLEAR SPAN) DOUBLE STEEL C BEAM LATTICE STRUCTURE TWO OR MORE SPANS x6.625', 3'xB' OR 3'x3' ALUM. RAFTERS LATTICE OVERHANG 36' MAX HAXTHUN •` p�a� 24' MAX FOR 30 PSF SNOW RAFTER ` LOAD OR HIGHER OVERHANG IS 25% OF v CLEARSPAN LATTICE OVERHANG36' MAX { r 24' MAX FOR 30PSF y HIGHER OW LOAD OR POST Hr. & ,3 OF CLEAR SPAN .1. z 8'x 12 EA 16 GA. /G W FOR BEM WRAP DETAIL DETAIL 118'. ATTACHMENT TO MIN 4' MIN 3,5' CONCRETE SLAB RECIM ,�p�� _„�,l�pfW°'•ti �'1{� �'P,L. CONCRETE SLAB W/O FOOTINGS W/ CONSTRAINED FOOTINGS MAY BE USED WHERE PERMITTED SEE SCHEDULE FOR SIZE ,cH MIN 9.5' CONCRETE SLAB SEE SCHEDULE DETAIL L29 ONLY 'd' 'd' J REO'D W/ CONSTRAINED dl FOOTINGS �.a:Kd•,� S�SCHEOUIF-`+' 7 T IENGTH E'Opl, OF PROJECTION FASCIA SINGLE SPAN ATTACHED MIN. LEN L: SP 2'x6.625', 3'x8' OR LATIICE STRUCTURE 3'x3 ALUM RAFTERS 15M /dvu S} TAILS HEMAX M�?c�two LATTICE: Qc� PANEL SEE DETAIL L3la 4Z64, ,�66ti5 I 02 0 5 PROVIDRAINDE i M/ MIN 3S' CONCRETE SLAB MIN 3.5' CONCRETE SLAB 'd REO'D V/ CONSTRAINED FREOD W/ OOTINGS CONSTRAINED SEE SCHEDULE FOR - FOOTINGS QO L UT NcC�.� FOOTING SIZE ' ' 'd' MULTISPAN UNITS PLACE 3 8 OX 9' REFER TO GENERAL rnnr mNM ATWO �w DM S IM SINGLE SPAN FREESTANDING 4 I C 681 NOTE 22. IATDCE STRUCTURE W�SEE SCHEDULE FOR SIZE rL ILL (L ML rL DETAIL L29 ONLY P.6/301 TW--TW f-TW—► � �—TW TW TW TW Q�OFESSIOr : sT CIVIL CAL14 0 ❑'HANG--1 I OVERHANG ' 8 J Amerimax 28921 US H,14 * �� * EXTERIOR HOME PR00UCTS Romoland,CA925& C! ��Q C. 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iayey„SZ9'gx„Zx„bZ0'0 s3HL11On LLSOLLVd ONV 1V1Oy3WWOO UOd SNWS U31dVH 0333111V1 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024'W"x6.625"Rafter Sln le S an 0.032x2 6.625"Rafter(Single Span) 0.04014'k6.625"Rafter(Single Span) 0.0404"xe"Rafter(Single Span) Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C Snow Load Spacing Exposure C now Load Sparing Exposure C Snow Load Spacing Exposure C n 130 140 150 170 s in 130 140 150 170 n 130 140 150 170 in 130 140 160 170 10 24" 8'-i" 7'-3" 6'-T' 9.5" 10 ZV 1 V-4" 11'4" 10'-5" 9'-0" 10 24" W-1" W-11" 13'-10" 12'-1" 10 35" 14'-7" 13'-5" 12'-0" IV-$" 3"x3"Rafter 6"ofc Multis an or Single) LIVE 20" 9%0" 8'-2" 7.5" 6'-2" LIVE 20" 13'-6" 12'S•' IV-6" 9'-11" LIVE 20" 17'-B" W-3" 15'-i" 13'•2" LIVE 32' W-6" W-3" 13'-2" 1V-5" Ground Rafter Wnd Speed and Exposure IV' 10'-3" 9'-4" 8.6" T-2" 16' 15'-2" 13'-11" 12'-11" 1V-2" 16" 19'-3" 18'.2" 16'-10" 14'•9" 24" 17'AW 16'-5" 15'-3" 13'-3" Snow Load Gauge Exposure 12" 1T-0" IV-0' V-8" 7'-7" 12' 17'-5" 16'-0" 14'•10" 12'-11" 12' 21'-0" 20'-0" IVA" W-10" 16" 21'-8" 20'-0" 18'-6" 1VA" s m 130 140 150 170 20 24" 4'-0" 4'-4" 4'-4" 4'-4" 20 24" T-5" T-5" 7'-5" 7'-5" 20 24" 1T-3" 11'-3" 11•-3" 1V3" 20 36' 8'-2" 8'•2" 8'•2" 8'-2" 10 0.024" 12'-5" 12'V' IV-8" 10'-3" LIVE 20' 5'-2" V-2" V 2" 6'-2" LIVE 20" 8'-11" V-11" 8'-11" e'-11" LIVE 20' 13'S" 13'-5" 13'-5" 13'-2" LIVE 32' 9'-2" V-2" 9'-2" 9.2" LIVE 0.040" 16'-0" 15'-6" 14.9" 1$'.6" 16" 614" 6'-6" 61•6" 6'-6" 16" 1114" 111•1" 17'-f" 11'-1" 16" W-10" 15'-10" 15'-10" 14'•9" 24" 12'-2" 12'-2" 12'-2" 12'-2" 20 0.024" e'-5" 8'-5" 8'-5" 81•5" 12' 8'•T' 8'-7" 8'.7" T-7" 12" 14'-8" 14'-8" 14'.8" 12'.11" 12" 18'-2" 18'-2" 18'-2" 16.10" 16" 18'-1' 18'-1" 18'-1" 16'-1"I LIVE 0.040" 14'-10" 14'-10" 14'-9" 1T-6" 25 24" 4'-2" 4'-2" 4'-2" 4'-2" 25 ZV 7'-1" 7'.1" 7'.1" 7'•1" 25 24" W-8" 10'•8" 10'-8" W-13" 25 36" T-10" T-10" T-10" T-10" 25 0.024" 8'4" V-2" V-2" B'-2" 20" 4'-11" 4'-11" 4'-11" 4'-11" 20" 8'-6" 8'-6" V-6" 8'-6" 20' 1T.9" 12'_9" 12.9" 12_9" 32" 81-91 61•9" 8'-9" 8'-9" 0.040" 14'-6" 14•-6" W-6" 13'.6" 16" 6'-2' 6'-2" V-2" V-2" 16" IV-7" 10'-7" 10'-7" 10'-7" 16" 15'S" 15'S" 15'-6" 14'-9" 24" 11'.7- 1V-7" 11'-7" 1T-7" 30 0.024" T•4" T-4" 7'4" 7'-4" 12" 8'-3" 8'•3" 8'-3" 7'-7" 12" W-Y' 14'-0" 14'-0" 12'-11" 12" 1 17'-9" 17'-9"1 17'-9" 110 10" 1 16. 17'3" 17'-3" 17'•3" 16W' 0.040" IV-1" 13'-1" IT-1" 13.1" 30 24" 3'-5' 3'-5" V-5" 3'.5" 30 24" 5'-11" 5'-11" V-11" 5.11" 30 24" 8'-11" 8.11" 8'-11" 8'.11" 30 36" 6'4" 6'S" V-11" 6--6" 40 0.024" 6'1" V-1" 8'-1" 6'•1" 20" 4'-2' 4'-2" 4'•2" 4'.2" 20" 7'-1" 7'-1' 7'-1" T-1" 20" W-8" 10'-8" 10'-8" 10'•8" 32" 7•4" 7'4" 71-4" T-4" 0.040" 1V-2" 11'-2" 11•_2' 1T-2" 16" T-2" 5'-2" 6-2" 5'-2" 16" 8'-10" V-10" 8'-10" 8'-10" 16" IT-4" 13•.4" 13'-0" 13'-4" 24" 9•_9" 9'.9" T-9" 9'-9" 60 0.024" 4,•8" 4'.8" 4'-e" 4•-B" 12" 6'-10" V-10" V-10" V-10" 12" 11'•9' IV-9" 11W' 11'-9" 12" 16'_3" 16'-3" W-3" 16'-3" 16" W.6' 14'_5" 14'•5" 14•-5" 0.040' V-10" 8'-10" 8'-101, 40 24" 2-7" 2'•7" 2'-7" 2'-7" 40 24" 4'-5" 4%5" 4'-5" 4'-5" 40 24» 6'-9" 6'-9" 6'-9" V-9" 40 36" 4'-11" 4.11" 4'•11" 4'-11" 20" 3'-1" 3'-1" V-1" 3'-1" 20" &4" 5•_4" 5'-4" 5'-4" 20" 8•-1' 8'-1" 8'-1' 8'4" 32" 5'-6" V-6" 5'-6" V-8" i� Y•�I� 16' T-10" V-10" T-IV 3'-10" 16" 61-8" 6'-8" V-8" 6'-B" 16" 10'-0" 101-0" 10'-9" 10'0" 24" 7'-4" 7'-0" T-4" T4" !y, 12" 5'-2" 5'-2" V-2" V-2" 12" 8'-10" 8'-10" 8'-10" 8'-10" 12" 13'-0" IV-4" 13.4" IT-4" 16" 101.11" 10'-11" 10'-11" 10'-111, 60 24" 1W' V-9" 1•-9" T-9" 60 24" 3'-0" 3'-0" 3'-0" 3'-0" fi0 24" 4'-6" 4'•8" 4'•6" :4'-G" 60 36" 3'-3" 3'-3"20" V-1" 2'-1" 2'-1" 2'-1" 20" 3'-7" V-T T-T' 3'-7" 20" 6'-5" 5'-5" 5'-5" 5" 32" 3'-8" 3'•8" ' " ' " Amerimax Exterior Home Produe • S\ONAI.Fry• 16" 2'-7" 2'-7" 2'-7" 2'.7" 16" 4'S" 4•-5" 4'-5" 4'-5" 10" 6'-9" 6'•9" 6'-9" 9" 24" 4.11" 4.11" 4'-11" 4'-11" 28921 US Hwy 74PU12" 3S" 3'-5' 3'-5" T-5" 12" 5'-11" 5•-f1" 5'-11" 5'-11" 12" 8'-11" 8'-11" 8'-11" 1" 16" T.4" 7'.4" 7'•4" 7'-0" Rowland,CA 92585 ry P TABLE 1.10 TABLE 1.11 TABLE 1.12 TABLE 1.13 NOTE;RAFTERS MAY OVERHANG 25%OF THEIR CLEARSPAN Carl Putnam,P.E. C 681 0.024"x2"x6.625"Rafter Mulfis an 0.03Z5Crx6.625"Rafter Mulfis an 0.040"x2"x6.625"Rafter Mulfls an 0.042" T'W'Rafter Mulfls an 34411vylink Place ,6I30f 17 Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Lynchburg,VA 24503 �. Snow Load Spading Exposure C Snow Load Spacing Exposure C Snow Load Spacing Exposure C Snow Load Spacing Exposure C cad utnam comcast.ne s m 130 140 150 170 s m 130 140 150 170 s In 130 140 150 170 s in 130 140 150 170 (PP CIVIL LIVE 20" T--9" T-9" 7'-5" 6=2' LIVE 20' 11'7" 11'T' 11'6" 910" LIVE 20" 15'-5" 15'-5" IVA" 13=2" LIVE 32" i2=8" 12-B" 12-B" 11=5" 9 C LIFO�� 16" 9•-1" 9'-1" 8'-8" 7'-2" 16" 13'5" 13'S" 12_11" 11'4" 16" 1T-9" 17'-9" 16'-10" 14'-9" 24" W-4" 164" 16'S" 13'_3" . 12" 11'-1" 1T-0" 9'-8" 7'-7" 12' W-W 16'-0" 14'-f0" 12'-11" IT' W-11" 20'_0" 18'-1" 16'-10" 16" IV-e" 19'_B" 18'-6" 16'-1" 20 24" Y-10" T-10" V-10" V-10" 20 24' 6'-l" 6'4" 6'-1" 6'4" 20 24" 8'4" 8'-6" 8'•6- 8'•6" 20 36" 6'-10" 6'-10" 6'-10" V-19- �ppESSIA LIVE 20" 4'-6" 4'S" 4'-6" 4•-6" LIVE 20" 7'-0" T.0" 7.0" T.0" LIVE 20" 9'-9" V-9" 9'-9" 9'4" LIVE 32" 7'-6" T•6" T-6" T-6" Q �U ' 16" 5'-5" 5'-5" V-5" 5-4- 16" 8'-4" 8'-4" SW8'•4" 16" 11'4" 1V-4" 1V-4" lV4' 24" V-5" 9'.5" 9'_5" 9'-5" . 12" 6'-9" 6'9" V-9" 6'•9" 12' 10'-3" 10'-3" 10'-3" W-3- 12' 13•_9" 13W' 13'_9' 13'_g" 16" 12'_B" 12.8" 12'_8" 12•_8" 25 24" 3'-B' 3'-B" 3'•8" T-8" 25 24" V-10" V-10" 5'•10" 5'-10" 25 24" 8'-2" 8'-2" 8'-2" 8'4" 25 36" 6'-7" 6•-7" 6'-7" 6'-7" U 1rr 20" 4'-3• 4'-3" 4'-3" 4•4- 20" V-9" V-9" 6'-9" 6W' 20' 9'4" 9'4" 9'4" W-4" 32' T-3" T_3" T-3" T-3" -' 8 16" 5'.2" 5'4" 5'-2" 5'-2" 16" 8'0" 81•0" 8'-0" 8'-0" 16" 11'•0" 1 V-0" 11'-0" 11'0" 24" 9'.1" 9'.1" 9'-1" 9'-1" .. 12' 6'-6" 61-6" V-6" 6'-6" F4O 12" 9'-1i" 9'-11" V-it" 9'-11" 12" IT-4" 13'-4" 13'-0" 13'-4" 16' 12'-2" 12'-2" 12'-2- 12'-2' 30 ZV 3'-1" 3'-1" V-1" 3'-1" 24" 5'-0" 5'-0" 5'-0" 5'-0" 30 24" 7'-l" 7'-1" T-1" 7'-1" 30 36" 5'-8" V-8" 5.8" 5'•8" 20" T-8" 3WS" T-8" T-el20" 5'-10" VA W 5'-10" V-10" 20.. B'-2" 8'-2" 8'-2" V-2" 32' 6'-3" "' V41" V-3" : C1 16" 4'-5" 4'_6" V-Y' 4'-5" 16" 7'•0" T-0" T-0" T•0" _ 16" 9'-8„ y-8" 9.-8" 9-8" 24" 7'-11" 7-11" T-11" T-11" 12" 5'-8" 5'3" 5'-8" F.W. 12" e'-B" V-8" 8'-8" 8'•8" 12" 11'-10" W-10" W-10" il'-10" 16" 10'-9" 10'-9" 10'-V IV-W, 40 24" 2'-5" 2'-5" 2'-5" 2-5" 24" 3'-11" 3'-11" 3'-11" 3'•11" 40 24" 5'-8" 5'-8" 5'S" 5'-8" 40 36" 4'-5" 4'-5" 4-5" 4'-5" OCT 02 2013 20" 2'-10" 2'-10" 2.10" T-10" 20" 4'-7" 4•-7" 4'-7" 4'-7" 20" 6'-7" 6'-7" 6'-7" 6'-7" 32' 4'-10" 4'-10" 4'-10" 4'-10" i6" V-6" 3'S" V-6" T-6" 16" 5'-7" 5--7" 5'.7" 5'-7" 16" T-10" T-10" T-10" 7'-10" 24" 6'-3" 6'•3" 6'3" 6'-3"12' 4'-5" 4'-V' 4'-5" 4'S" 12" 7W- 7•_0" 7W-' I. 12' 9•-V B•_8" 9•-8" B'_e" 16" 8•_8" 8'8.. • " 8'-8"60 24" 1'•7" 7�7" 1'-7" 1'-7" 24" 2-9" 2-9" 2'-9" 2'-9 60 24" 4'-0" 4'-0" 4'A" d'•0" 60 36" 3'-0" 3'-0" 3'-0" 3'-0"20 " 1'-1120" 3•_3" 3•_3" 3,_3• 3'_3" 20" 4'-8" 4,-B" 4'-B" 4'_8" 32" 3•_5" 3'_5• 3•S" 3'S" 16" 2'-5" 2'-5' 2-5" 2'-5" 16" 3'-17" 3'-f 1" 3'-11" T-11" 16" 5'-8• V-e" S_e" 5'_8• 24• 4'_5" 4'_5" 4,_5" 4'S" 12" 31_1" 3'-1' 3'-1" 3'-1" f2' 5•_0" 5'-0' 5'-0" 5'-0" 12" T_i• T-1" 7'-1" 7'-1- 16" 6'3" 6'•3" 6'-3" 8'-3" TABLE 1.15 TABLE 1.16 TABLE 1.17 TABLE 1.18 ICC ESR1398(2012 IBC)9/29/2013 Page 7 of 66 LZ'L 91SVl 9Z'L319Vl o aft 4Z'L 318V1 g ,d L-S .L4-A .Z£ „L-,OL ,1-,04 ,1-,04 „L-,OL „bZ M-d M-d .OV.L ,AL-,L „4Z „9,, .9-31 ,A-31 .9,4 „bz „6•,L .6-,L „6-L .6-,4 .8b ,.0•.6 .0-,6 „0,6 .0•,6 „Zs „9,9 „" .9-,9 1.9-,9 „Z£ J-.S .L-,E „L•,E „L•,£ „M „9-,9 „S-,9 „ ng .S-.9 .49 „LhL „LL•,L JVL d4-,L „04 „L-.S „1-.9 z-.9 ,1-19 ,A4 „L L-,Z ,d L-Z .,LP,Z ,LL-Z „04 .Wls .4 L-S ,d L-,S „LL-A .Z4 09 .Z-1 „Z-.1 .Z,L .Z-L .8b 09 .t l-3, .W.1, ,AL-3, .4 L,, .84 09 .9-,Z .9-,Z „9,z „9,Z .,8b 09 .L-.ZL .L-.ZL .L-,ZL .L-,Zl IN .Z-.EL .Z-.EL .Z-,£L .Z-,EL .tZ AV16 ,d P,6 „LV.6 „L 4•,6 .4Z 2-19 „Z-A „Z•,9 .Z-.9 „4z U0ZZO100 AL-A „ VA „LL-,6 .LVA 1.94 .£-ILL „E-At ,R-dt .C,LL .Z£ „4-,s .4,9 ." .,b-,9 dE .O,S ,.OS .O,S 1.0-.9 „ZE „" „" „" .4-,9 „49 OX 110-Al 10-.0L „0-,OL at, .b-d „b-IL .b-d „t-J .Ob „Z,b „Z-.4 „Z-,4 .Z-31 at, 3 „ -L „6-,L „6-,4 „6,1 .ZL 04 „0•,6 „0-.6 .0-.6 .0-,6 „94 Ob „9-,9 .9•19 .9•.9 .9-A .Bb 04 „L-,E „L-.£ „L-,E „L•.S .94 04 „9,44 .8-,4L „B•.44 .9,4L .ZE .E-.9L „s-.9L „E•.SL „C,SL „4z „B,LL .9-,tl „8-.LL „H-dL .n „t,L „L-d .L-.L „L-,4 i 10 " .6-dL .6-,LL „6-3L „6-AL .B4 .Z-,£L „Z-.EL .Z,£L „Z-,U „ZE .LL-.6 „L P,6 ,d4 .6 Zs „Z-,9 „z-,9 .Z-,9 .Z-,9 .ZE ,3VA „LL-,6 „LL-,6 .LL-.6 In „8-,Ll „9-AL „a-,LL „8-,LL .04 .9-,H „9•,B „9-,8 „B•,B ,Ab „E-,s „E-,S .£-,S „E-A .04 ,R-,6 .£•,8 „E,8 .E-,6 .ZL OE .L-,OL „L-,OL „L-.OL ,d•,OL „Bb OE .0L-d ,AV,1. „0L-d XV.z ,.96 OE .,9•.4 „9-,b .9-,4 „9-,4 .91, OE .Z-.9L .Z-,9l „Z-,91 ii Zs „6-,9L „6•,9L ,.6-,9L „6-,9L „4Z ,d 4,Zt „LVZL .LL-,ZL „W.0 Jig „L-.9 .L-.9 Ili „L-,B .4Z - $ n. „0•,EL .O,EL „O-,£L ii .Bb „S•,4l „S,4L ,S,bL „S,4L .ZE „0-3L „ A O•,LL .O,LL , -,4L .Ze .L-d „ -1 ,d-d „L,L .Ze y „L-d4 l ,d-d4 ii .49 OVZt M-ZL .0L•,ZL „OVZL ..at, „9-,B A-A .8-,6 .8-,6 .01, .0-,9 „0-.9 „" „o-.9 at,jOz Zo ❑ t �!� nd .4-,OL .t-.OL .4-,0L .0-.0L 21. 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Usd) 0 dx3 g dx3 ez!s Peol AIMS 0 dx3 g dx3 BupedS psol mous 0 dx3 g dx3 6upeds peal mows 0 dx3 g dx3 Buped eo mou amsodx3 pue psadS pujAI an01g1 punw0 a�nsodx3 pue paads puM lags» puns autso pue aad ui is e S P l S O dx3 8 dx3 6u!oeds peol mows 9 dx3 P p S P M 8 LI punw0 alnsodx3 pue pasds PuM �ayea PunwO ajnsodx3 pue paads puM jagea punw0 sagnl-01ALq (ueds OpuIS)Jauea„8x„E)„Z40'0 (weds SIBuIS)iagea„SZ9'9x.zX,040'0 (ue S a!6u!S)JaUea„SZ9'9x,.Zx.ZEO'0 (u Sal !S)ialleN„SZ9'9x.Zx„4Z0'0 (ZEI LIO Lei imm d0 3sn 3H1 sawn0su)saunLontus OUVd ONV IVIONSWWOO Z10d SNVdS HalivN alano0 OIL 30LLLVI 022015 SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES FOR HIGH WINDS .Q�OFESS(p �V 2.5"xb"Su er Six Single S an)DelaiL N3,R 3.5k12"Su er 12(Single Span)Detail D 2.5"x 12"Mark X(Single Spa )Detail B 2"xfi"Flat Panel{Single Span)Detail N2,C g10NAL ir0•.�d- ' Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C 2 IV trP +VU (psi) (In) 140 120 130 140 (ps m 140 120 130 140 (psi) On) 140 120 130 140 (pso m 140 120 130 140 o a , A 9 535 1 & 3 10 0.018 8'-0" 7'-11" T4" 6'-g" io o.oi8 lo,-6" io'-6" T-I" B-6" 10 0.018 V-5" 6'-4" VAD" S-s' 10 0.018 6'-6" 8'-W T-10" T-5" 6 139 LIVE 0.024 12'-3" 12'-1' 11'-2" e'S" LIVE 0.024 11'-N" 11'-11" 11'4' 10'-10" LIVE 0.024 8'•5" 8'•3" T-6" 7'-1" LIVE 0.024 1P-7" 11'-7" 10'•10" 10'-7" art uham P 'k 'k 0.032 15'-1" 14'-11" 13'-8" 12'-8" 0.032 14'-0" 14'-0" 13'-l" 12'9" 0.032 12'-0" 12'-0" 1l'-5" 10'-10" 0.032 12'-9" 12'-9" 12'-3" 12'-06' - 0.036 15'-10" 15'-i0" 15'-0" 13'-10•' 0.036 15'-0" 15'-0" 14'4" 13'-7" 0.036 12'-5" 12'-5" 1l'-11" 1V-2" 0.036 13'-3" 13'-3" 12'6" 12'•5' iFc b ,V 24503 Ct d�a\P 20 0.018 V-0" T-11" 7'4" 6'-9" 20 0,018 6'-6" V-6" B-0" V-4" 20 0.018 6'-3" V-3" 5'-10" 5'-5" 20 0.018 7'-6" T-6" 7'-2" V-10" ( 4) 51 P CA1J.F LIVE 0.024 ti'-B" 11'4" 11'-1" 8'-5" LIVE 0.024 1V-6" 9'-4" 8'-11" V-5" LIVE 0.024 8'-2" 8'-2" T-8" " 7'-l" LIVE 0.024 9'-l" 9'-1" 8'-9" 8'-3" ar 0,032 14'-l" iT-10" 13'-7" 12'-8" 0.032 12'4" 12'-1" 11'-9" 11'-3" 0.032 1V-0" 10'•10" 10'-8" 9'-2" 0.032 11'-9" Il'-T' 1l'-4" IV-0" FC OCT 02 2013 0.036 14'-B" 14'-5" 14'-2" 13'-9" 0.036 13-4' 12'-11" 12'-7" 12'•0" 0.038 11'-5" 11'-3" l l'-1" 10'-7" 0.036 123" 12'-0" 11'-10" 11'-5" M IMUM E 7 TARY W DTH AND#10 SCREWS 25 0.018 8'•0" T-11" T4" 6'-9" 25 0.018 61-6" 6-3" 5'-9" 5'4" 25 0.018 6'-3" 6'-1" 5'-10" 5'•5" 25 0.018 T-6" 7'4" 7'-1" 6'-10" FO ANE H ER COMBINATIONS Table 4.9 0.024 1V4" 114" 10'-10" 8'-5" 0.024 9-4" 9'-2" 8'-g" 8'-5" 0.024 8'-2" 8'-0" V-8" T-l" 11,024 9'-1" 8'-11" 8'-7" 8'4" Pael #of#10screws PER FOOTto attach anel to header 0.032 IT-10" 13'-10" 13'-3" 12'6" 0.032 12'-1" 12'-l" 11'-0" ll'-3" 0.032 10'-10" 10'-10" 10'S" 9'-2" 0.032 11'-7" 114" 1V-2" 1V-0" Headers Gauge 1 1 2 1 3 1 2 1 3 1 4 1 2 1 3 1 4 6 0.036 14'-5" 14'-5" 1T-11" IT-9" 0.036 12'-11" IT-11" 12'-3" 12'-0" 0.036 11'-3" 1 V4. 10'-10" 10'-7" 0.036 12'-V' 12'-0" 11'-8" 11'-5" (in) 115 mph Exp B 115 mph Exp C 1140 mph Exp C 30 0.018 8'-0" T-11" T4" 6'-9" 30 0.018 6'-0" F-9" V4" 0'-0" 30 0.018 6'-0" 6-111, 5'-B" 5'•5" 30 0.018 T-2" 7•1" V-1W 6-7" Dble 2x6.625 0.018 T 6' 9' 4' 7' 9' T 4' 6' MAX 0.024 10'-10" 10'-10" T4" 8'-5" 0.024 e'-11" V-9" V-5" 7'-11" 0.024 T-10" T-8" T-5" 7'.1" 0,024 8'-9" 8'-7" 8'-3" 8'-0" RF Fascia 0.018 V 6' MAX 4' MAX MAX V MAX MAX MAX 0.(132 13'-3" 13'-3" 12'-g" 1T-5" 0.032 11'-6" 11'-6" 11'-0" 10'-9" 0.032 10'-6" 10'-b" 9'-2" 8'•10" 0.032 11'-2" 11'.2" 10'-10" 10'-9" 3x8 0.018 V 6' 9' A' 7' 9' 3' 4' 6' MAX 0.036 13'-11" 13'-11" 13'-6" IT 3" 0.036 12'3" 12-3" ti'-9" 116" 0.036 10'-10" 10'-10" 10'S" 9'-1" 0.036 1V-8" 1l'-8" it'-3" IV-2" All Others 0.018 T 6' 9' 4' 7' 9' 3' 4' 6' MAX 40 0.018 T-7" 7'-7" 7'-3" 0'-0" 40 0.018 0'-0" 0'-0" 0'-0" 0'-0" 40 0.018 5'-7" 5'-7" 5'4" V-D" 40 0.018 6'-8" V-6" 6'41" 0'-0" Dble 2x6.625 0.024 4' 8- 12' 6' g' 12' 4' 6 8' MAX 0.024 g'-3" 9'-3" 8'•9" 0'-0" 0.024 T-3" V-3" T-5" 0'-0" 0.024 T-3" T-3" b'-11" 0'-0" 0.024 V-1" 8'-1" 7'-9" 0'4" RF Fascia 0.024 4' MAX MAX 6' MAX MAX 4' MAX MAX MAX 0.032 12'-2" 12'-2" 111'-9" 11'-7" 0.032 10'-6" 196" 9'4" V-0" 0.032 9'-0" 9'-O" 6'-7" 0'-0" 0.032 10'-7" 10'.7" V-6" 0'-0" 3x8 0.024 4' V 12' 6' 9' 12 4' 6' 8' MAX 0.036 13'-0"1 13'-0" 1 12'-6" 1 12'4" 0.036 1V-3" 1V3" 10'-10" 10'•8" 0.036 9'-3" 9'-3" 8'•10" 0'-0" 0.036 1V-0" 11'-0" 10'-9" 10'-7" All Others 0.024 4' V 12' 6' 9' 1 12' 4' V 8' MAX 60 0.018 0'•0" 0'-0" 0'-D" 0'-0" 60 0.018 0'-0" 0'.0" 0'-0" 0'•0" 60 0.018 0'-0" 0'-0" 0'-0" 0'-0" 60 0.018 0'-0" 0'•0" 0'-0" 0'-0" Dble 2x6.625 0.032 4' 9' 13' 6' 10' 13' 4' 6' 9' 13' 0.024 0'•0" 0'-0" 0'-0" 0'-0" 0.024 0'-0" 0'-0" 0'-0" 0'-0" 0.02A 0'-0" 0'•0" 0'-0" 0'-0" 0.024 0'-0" 0'-0" g'-0" 0'-0" RF Fascia 0.032 5' MAX MAX 7' MAX MAX 5' MAX MAX MAX 0.032 0'-0" 0'-0" 0'-0" 0'-0" 0.032 0'-0" 0'-0" 0'-0" 0'-0" 0.032 0'-0" 0'•0" 0'-0" 01•0.1 0.032 0'-0" 0'-0" 0'-0" 0'-0" 3.8 0.032 6' 11' MAX 8' 17 MAX 5' 6' 11' MAX 0.036 0'-0" 0'-0" 0'-0" 0'-0.. 0.036 0'-0" 0'-0" 0'-0" 0'-0" 0.036 0'-0" 0'-0" 0'-0" V4. 0,036 0'-0" 0'-0" 0'-0" 0'-0" All Others 0.032 6' 11' MAX 8' 12' MAX 5' B' 11' MAX TABLE 4.11 TABLE 4.12 TABLE 4.13 TABLE 4.14 Dble 2x6.625 0.036 4' 9' 13' 1 6' 10' 13' 4' 6' 1 9' 13' SINGLE SPAN TABLES NOTE:PANELS MAY OVERHANG 25%OF THEIR CLEARSPAN RF Fascia 0.036 5' MAX MAX 7' MAX MAX 5' 7- MAX MAX 2.5"x6"Super Six(Mufispen)Detail N3,A 3.5"x12"Super 12(Multispen)Detail D 2.5"x 12"Mark X(Multispan)Detail B 2"x6"Flat Panel(Mullispan)Detail N2,C 3x8 0.036 6' 12' MAXI 8' 13' MAX 6' 8' 11' MAX Ground Panel Wind Speed and Exposure Ground Panel Wnd Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure All Others 0.036 6' 12' MAX 9' 1 V MAX 6' V 12- MAX Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C (psi) (in) 140 120 130 140 lost) (in) 140 120 130 140 (Psi) (in) 140 120 130 140 ( sf) in 140 120 130 140 'MAX'means the maximum possible tributary width 10 0.018 8'-7" 8'-7" 8'-0" T-9" 10 0.018 S-1'. 6'-1" 5'-5" 5'-2" 10 0.018 6'-8" 6'•8" 6'-3" V-0" 10 0.018 9'-7" 9'-7" 9'-D" V-11" Minimum number of screws is on per panel LIVE 0.024 10'-7" 10'-7" 9'-11" 9'•8" LIVE 0.024 8'-8" e'-8" 7'-9" 7'-5" LIVE 0.024 8'-10" 8'-10" 8'-3" 8'•0" LIVE 0,024 11'-7" 1l'-7" 10'-10" 11'-11" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS 0.032 13'-0" 13'•0" 12'•2" 11'-10" 0,032 12'-3" 12'3" 1V-2" 10'-9" 0,032 11'-1" 11'-1" 10'4" 10'-1" 0.032 12'-9" 12'-9" 12'-3" 13'-l" FOR PANEL/HEADER COMBINATIONS Table 4.t0 0.036 14'-2" 14'-2" t3'-3" 12'-10" 0.036 13'-10" IV-10" 12'3" 12'-2" 0.036 11'-5" 1 V-5" 10'-8" 10'4" 0.036 IT-3" 13'-3" 1Z-V' 13'-7" Panel#of#14 screws PER F00T to attach panel to header 20 0.018 T-6" T4" 7'-2" V-10" 20 0.018 T-11" 3'-i t" 3'-8" T-3" 20 0.018 V-10" V-8" 5'-6" 5'3" 20 0,018 8'•6" 8'-3" 8'-0" 8'6" Headers Gauge1 I 2 I 1 I 2 3 1 1 2 I 3 1 4 LIVE 0.024 9'-4" 9'4' 8'-10" 8'-5" LIVE 0.024 T-l" V-10" 6'-8" 6'-0" LIVE 0,024 7'-9" 7'-7" 7'4" 7'-0" LIVE O.D24 10.3" 10'-0" 9'•9" 10'-3" (in) 115 m h Exp B 115 mph Exp C 140 mph Exp C 0.032 1V6" 1V-2" 10'-11" 10'-5" 0.032 10'4" 9'All" 9'•7" V-11" 0.032 9'•9" 9'-6" 9'-3" 8'-10" 0.032 1V-9" 11'-T' 11'4' 11'-9" Dble 2x6.625 0.018 4' IMA 12' 3' 6' 8' J 2' 4' 6' 8' 0.036 12'-6" 1T-2" 11-11" 11'4" 0.036 ll'-9" 11'4" 11'-0" 10'-3" 0.036 10'-1" V-10" 9'-7" 9'-1" 0.036 12'-3" 12'-0" 11'-10" IT-3" RF Fascia 0.018 4' AX 3' MAX MAX 2' 4' MAX MAX 25 0.018 7'4" 7'•4" 7'-D" V-10" 25 0.018 3'-11" T-9" T-6" 3'-3" 25 0.018 5'-B" S-8" 5'4" 5'-3" 25 0.018 8'-3" B'-3" 7'-10" 8'•6" 3x8 0.018 4' 12' 3' 6' 8' 2' 4' 6' 8' 0.024 9'-1" 9'-1" 8'-8" 8'-5" 0.024 6'-10" V-10" 6'-3" 6'-0" 0.024 T-7" T-7" 7'-2" 7'-D" 0.024 10'.0" 10'-D" V-6" 10'-3" All Others 0.018 4' 12' 3' 6' 8' 2' 4' 6' 8' 0.032 11'-2" 11'-2" 10'-8" 10'-5" 0.032 9'-11" 9'-11" 9'-3" 8'-1 i" 0.032 9'-6" 9'6" 9'-0" 8'-10" 0.032 11'-7" 11'-7" 11'-2" 11'-9" Dble 2x6.625 0.024 5' MAX 4' 7' 11' 3' S' 8' 10' 0.036 12'-2" 12'-2" 1 V-7" 1l'4" 0.036 11'4" 11'4" 10'-7" 10'-3" 0.036 9'•10" 9'-1Y' 9'4" 9'-i" 0.036 12'-D" 12'-0" 11'-8" 12'-3" RF Fascia 0.024 5' MAX 4' MAX MAX T 5' MAX MAX 30 0.018 7'-0" 7'-0" 6'•8" 6'6" 30 0.018 3'-B" 3'-6" 3'-3" 3'-1" 30 0.018 5'4" 5'4" 4'-7" 4'-5" 30 0.018 7'-10" 7'•10" T•6" 8'-0" 3x8 0.024 5' MAX 4' T 11' 3' S' 8' 10' 0.024 8'-8" 8'-8" B'•3" 8'-i" 0.024 6'3" 6'-3" 5'-10" 5'-7" 0.024 7'-2" 7'-2" 6'-10" 6'•8" 0.024 9'-6" 9'6" 9'-1" 9'-9" All Others 0.024 5' MAX 4' T 11' 3' S' 8' 10' 0.032 10'•6" 10'-8" 10'-2" 10'-0" 0.032 9'-3" 94' 8'-8" V-5" 0.032 9'-0" 9'-0" 8'-e" 8'-5" 0.032 11'-2" 11'-2" 10'-10" 11'4" Dble 2x6.625 0.032 6' MAX 4' 8' 13' 3' 6' 9' 11' 0.036 11'-7" 11'-7" 11'-1" 10'-10" 0.036 10'-7" 1D'-7" 10'-0" 9'-8" 0.036 9-4" 94" 8'-11" 8-B" 0.036 11'-8" 11'-8" 11'-3" 11'-10" RF Fascia 0.032 6' MAX 5' MAX MAX 3' 6' MAX MAX 40 0.018 64" 6'•4" V-l" 6'.0" 40 0.018 3'•2" 3'-2" 2'-11" 0'-0" 40 0.018 4'-6" 4'-6" 4-3" 0'-D" 40 0.018 7'-2" T-2" 6'-11" T4' 3x8 0.032 T MAX 5' 10' 15' 3' 7' 10' 13' 0.024 T-11" 7'-11" 7'-7" 7'-6" 0.024 5'-5" 5'-5" 44" 0'-0" 0.024 V-7" 6'-7" V4" 6'-2" 0.024 8'-9" 8'-9" 8'•5" V-11" All Others 0.032 T MAX 5' 10' 15' 3' 7' 10' 13' 0.032 9'-9" V-9" V-5" 9'-3" 0.032 8'-2" V-2" 7'-8" T6" 9.032 8'-3" 8'-3" T-11" 7'AW 0.032 10'-7" 10'-7" 10'-3" 10'.9" Dble 2x6.625 0.036 6' MAX 4' 8' 13' 3' 6' 9' 11' 0.036 10'3" 10'-8" 10'-3" 10'-1" 0.036 9'-5" 9'-S' 8'-11" 8'-B" 0.036 8'-6" 8'-6" 8'-2" 8'-i" 0.036 11'0" 11'-0" l0'-9" 11•2" RF FasCla 0,036 6' MAX 5' MAXMAX 3' 6' MAX MAX 6o 0.018 V-0" 0'-0" 0'-0" 0'-0" 6o 0.018 0'-0" 0'-0" 0'-0" 0'-0" 60 0.018 V-0" 0'-0" 0'-0" 0'-0" 60 0.018 0'-0" 0'-0" 0'-0" 6'4" 3x8 0.036 8' MAX 6' 11' MAX 4' T 11' MAX 0.024 0'-D" 0'-0" 0'-0" 0'-0" 0.024 0'-0 ' " 0'-0" 0'-0" 0,024 0'-0" 0'-D" 0'-0" 0'-0" 0.024 0'-0" 0'-0" ' " 7'-8" All Others 0.036 8' MAX 6' it' MAX 4' 8' 11' MAX 0.032 0'-0" 0'-0" 0'-0" 0'•0" 0.032 0'-0" W-W. 01-0" 0'-0" 0.032 0'.0" 0'-0" Olt 0'-0" 0.032 0'-0" 0'-0" 0'-0" 0.036 0'-0" 0'-0" 0'-0" 0'-0" 0.036 U-0" v-v' 0'-0" 0'-0" 0.036 0'-0" 0'-0" o'-0" 0'-0" 0.036 0'-0" 0'-0" 0'-0" ICC ESR1398(2012 1IW'&10013 TABLE 4.16 Page 23T0 4.17 TABLE 4.18 V�b�Lr S1OZ ZO( �n1�mf 9910 K 069d S M/R/6(001 ZLOZ)96E HS3 001 U0Z ZO 100 «6Z10 M 6E l 0 a�C 10 /^ p` . .S 1E BE 61 6t 0 2•Z V .rz 6 I Y n LL' t-9 R 0E at 61 a S-Y v -PZ S'p SL Q Q SL 3 .l-A 9L S SZ a 3 .9.19 K a li It B AT v .PZ 0t IL .l-9 a IE 61 6t a 1•A V .Pz a K K WE WE 3 .Y5 SZ SE SL a 3 .V..9 a IL 1Z in a .rt v .tt-Z at 9 WE a N ra a a at at a A✓,C v Ai-Z Cc WE 1n Is YL 3 A-.S SE a a SE 3 a R it in B a-.t v A-.S 11 _ - K (Z R R 3 .P.9 a a a 61 a A..t V .L.S l tE 1L li IL a -M1.9 WE IZ WE 1L 3 . .9 R li 1L in 8 .OV,E v .9'.t at W [e7�- Q CL R a 3 A'1 a IL a 9t a S-It v .rS 99 K K K WE a 1-9 YL K WE K 3 A•9 R It lE IL 8 .P.1 v .P.t va Q 1E a 3 •1 Q in OL 9t a .P.t Y d5t 9 tL IZ WE WE a .5-3 Q fE IL IL 3 .LY9 a in OL a a .Z-.t v .LL•.t 6 LI1 Off' SE IL a 0 •1 a a a al B .01-.Y V S1-A S'S YE a a a a 4-9 a K YE IC 3 2-1 a IE OC a 9 A-.1 v 2-.t S'B f[tt Q K CA IZ 0 a R Il 91 a S-.S Y .ht S a a CZ CE 0 .II•.9 a IZ K K 0 91 a 1Z OZ BE a 15t v S.t 9 a WE Q IZ a A4,9 IZ a IZ IL a A-.9 Y A-,Y Sl a a a a 0 2-1 a IZ K IL 0 Al-1 a a a a a Aht v .6vY YL a in Q a a S8 IE a 4E 6t B 3-41 v ." Y a WE a a 0 S,l a In a a a JZ-.p m an IL OL 9 3-8 v .L•.S 1 LZ BE IL BE a -Y-Z WE a a It a ." v .C9 SC BE IL a a a Al-.L a WE a a a a-A a a 1L a a .V-S v S-.S S5 U BE IL (OL 0 ."1 a It a U B .$-.1 V 2.1 C a BE IL a a a .Z-,B 92 a a a a A-A WE a in On B A•S v .tr5 9 ( 83til9am[3 H3WSlt an K a R a -L-.B BE BE a CZ a 4,.6 WE Q IZ a a .1-4 V S-A I'S SL IL YL YZ 3 A-.9 a Q 9L \SL .C.S a a 1Z lL 0 .PA tl .rZ 6 an BEa an 0 A-A 99 SL IL a a A-A l YL a a 64 B .P9 v .V1 S SL IL YL YZ 9 $A BE SL SE CL a It in 0 .E-.0 v 9Z 19 K a a it 0 l-A 1L Q K R a A-AI SL Q R fil a .LL-.9 v Ahl SI A'NO BE K WE IL 3 .S-,S U BE SL .BtS Q a it 4Z a .ht v .VZ I LZ BE YL IL 0 -CAl U a WE a 0 S-41 SZ WE an al 8 A-1 v .Il-A 1 Mm an WE IZ IE 3 A-.S 9E a WE 1 A-,9 IL a in BE a .P,t v AV-Z 9L !Z BE YL lZ B A-." a an a IL a .Czl a WE a at v 2-2 V 2•.OL S'C 3hl a BE /E YL 3 At-A K a tE 1Z 3 .r9 WE tE 1E OE 9 ,P.t V he L U BE SL an a .PAL 9L a SZ a B .hcl a BE CZ It V A-,0 v .OI-M C a a BE a CZ 9 2-0 U BE K K 9 4•9 K CC 4Z OZ a .0-J V .ht so 83111SCd HdWSl4 an BE a tE 0 .9'9 LE BE K K 3 A-1 K CE an OL a .C•J Y 15t 9 a 69 a a 3 A-A at K a[ OC 3 2-9 SE a Q Q 9 ,P9 V .Z5 Cl LE 6E fE a a At-A lE 9E K IL 3 .9-1 BE CZ a 0E a A-1 v AM S'S a a a a 3 .C9 a a a aL 3 94 SL a SL a a .R-,C v .r.9 ZI U a In a 0 .C1 LL Q sE a 3 .Ort a YL a OL a .It-.Y v .hY S BE a '9E BE a ,P9 a a a 6E 3 .1I-9 a a 9E a a 2-1 v .E•9 U LZ Q IL an a .2-1 09 BE SL a a .P.9 a IL CZ BE a .C.S v A-.1 Sl a BE IL 29 a AL•.9 a a BE an 3 .%-,L a tE WE IZ a .P.Y v .P9 at IS a a a a .CA an U st a 0 .1-A a IL CL at 8 A•.S tl A•S t BL BE aZ an a .0,1 a a a a 3 A-.L BE IE IL 1L a , ..t v .Z-1 1-6 a LL 9E a a 34-4 6E LZ 9E a O A1•.0 9L Be CZ at B .1..9 v 2.9 9'C BE BE BE Be a S-1 BL BE 9L IL a .fL-1 SZ It WE WE a .tl-.I v .9,1 6 a U BE it 0 A•A 11 a BE a 1 a 0 I A-Ol 11 U I SL WE I at 8 1 &,�L 1 tl .91 C OI LZ a U U a 4`1 an BZ YL a a A'A a WE It IL a .t-.S v &..9 So B 3>YISOd1a1HdN MI+B 03101SOdk WWSLL LZ lE a LE a A•1 at a Be at a A.l Q IL YL IL a .VS v .PA 9 a a a a 3 S-.S Q a BE a 3 A-5 an a a a 0 .t-.E v A-D S6 BZ U LZ in a S-.9 a a IL IL a Xt-2 a YZ IL WE a a-5 v .4•A SL an at a BE 3 A+S a a BE 9t 3 h9 K U a at 0 Att v .Z-.t 6 IZ a LZ LE 0 SA K a !Z LE a A-.6 a a IL IZ a .1{-.S v .0-4 L a SL 9 BE 3 AVS a BE 9E a 3 .C9 YE a a a 0 Ah..t v .r.0 99 BE LE BE BE a 4•9 61 LE U a a S-9 a a CE a a .Z-D v .S-.01 S9 an a a a 3 A'9 a Q 9Z a 3 ." 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SB a BE WE WE a 23 LE a SE Q 0 a-at a a a a 9 .4-.9 v A-At I'S a YL a a O .2.1 a WE a a a .Y•A a a In 6L 9 A-9 v A+1 9 BE BE WE WE 0 .0•A1 a a BE SZ a .1-31 a a a in a .C-1 V A-31 9 a K a a a .YES a IL a a a A1-2 IL R IE 64 a .4-.9 v SS SS a SL K tl a 4Al LZ a WE IL 0 JAt Be WE a IL a ,P1 v .Wzt I'S K IE Q a 0 4�B a SL Q a 0 .rA IZ a LE al 9 A-.9 v ,t.9 9 LL Be /E Q a .l-.11 9L a BE WE 0 .CA a K CL IZ Y 2-.2 v .i-& S a a a IL a A-A an u a a a .0•Al IS CE a at 6 J-9 v ." 9Y a 9L K a e .o-A4 9L LE SZ K 0 A'St BE /Z a IL v A-.I v 3,91 it Alm a SZ Q 4L 0 .P.6 in BE K a 0 .PAL SL a a 9t B .R-9 V .i-.L I a BE u a e S2l 9L U SL a a .W.a a R LL BE V ,h6 V .0•.Ll 1 Otl01 !2 a WE a 0 A-At U a K a a .C.LI Si K a 2L a .L•.L tl S•A YE Q LL a a B .Vxt 6C 42 a SE a .W-.I1 a a YZ a V 2-101 v SAl vt 3AIl a a YE a 6 .C.11 a a BE aZ 0 1-Zl a K Q 9f tl .r.9 tl 4A F OC a ti BE K B 3.Y4 6E Q a a B Z-9L a a WE a V .1141 v ,e-ZE C at 63MSOdR3 HdW 544 83p115 HdWLLl N9 IW NB IW W (W LW ON MI NB Oa (W lW UU Pl B9 9a (W NO 1w7 Na (W l J MI A. p. A. p. 3dA1 Od) 9. 9. 9. A 3dAl (131 A A A. A 3dAL Odl HVS (L-0 If3d) A. A. P. P. sis L (Ld) A. F. A A ud Cut S. A. A ,P. 3du (u) ad1S (LA) (Ju) Oa30391M11NV1 3AS lSOtl t1N OOd 03YM115Y00 2Z6 lAOtl ONgVdS Yi100d 03LNNlSIBOa 3A3 1SOd MtdS a0d 9VC9N0 ll.d) 00303lM83SNOa 32W 1SOd 9NZNd3 aod(T3lCdN16NW 3A5 150d ONntldS aOd a3Jfdtl15NOJ 3M LSOd 9Natld3 v 6VISNO (U) MM Zl I It I .2 !00 Na 1SOd Zt I At I .B 31W Not and .Et I .Ot .2 NICK) NIW 190,1 0038 a910Vd9 HISIM K ZI .0t I A VSZQL NEI JSad ,2l I l01 I A 1131001 NOB AOd zt I A4 I .0 a9300J NIA 1SOd wu wKNle mu- MCNS IIIEEIIIJSOd1YW kbW MCCEPISCklm )fN'1 HLSN311SOd ILVW ml aw JSl1d altll ICIE,a,Dl HL'Y 16WNVV1 1'tl91 WON311SOd%vW %VW H1IVUI JSOd%A9 %dC1 a0d law BOIL "CalO spu0 ua IIInW amlangS S1N0 U¢ pl^W amfAW$ Shun u6d91111VH emlang5 s>!Un UBdsllnyp eLlggngS spun uedsµln(y em1aM$ sim uedsalnW e9gON1S JO fiuyuetsaald p94a¢µy lO fiu puWsaald payaeµtl JO OUPUe OWA pB40eNtl L'9319tl1 JA 9upuBtseetd pB4oe4tl lO fiulWeaeeld p84014V mfiu!Puelseeld peltaeµtl V9319tl1 (SZN II¢1s0)weaa.9Z9'9X.ZCA{a'a eWn90 (SZN II¢I80)IL9?e8�.SS�£X.Z60'O ggnOO OfN II¢1e0) weeB LOB.BX.tlSZ90'a SZN IleleO)wea9.S7.9''SVAL.Obo'a algna0 (SZN Ilella)we9a.ac,rx,ato'a e{gnOO (afN II¢IBO) Iuea911O9..�IX.Zba'0 SV3bV ONIM HdW SLL NI Stl3AOD 791MISW9903 ONV OLLVd NOd SONIOUS 1SOd a•S N3AOO ancts SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE 12 Gauge x3"x8"Sleel C(Detail T) Double 16 Go 3'k11'Steel C(Deud1T Go, A Double l2 SO as Tand AY) 12Gsuge X3'k8"Steel C(DmaiIT D01i11e160a3k5'Sleel C l0sta8 T and A Doublo 12 Go T'xV'Steel C(Detail T and AY) TABLE-6.8 AVadletl Frewhandingor L21c A etl Freestanding or Al"od Freeslanlang or TABLE 6.8 Attached Fraestancing or All Chad Freestanding or Attached Freestanding or Structure Mulfi nUnits SBuuture Mullis an Units Structure Mldlispan Units StrucNre Mukispan Units Stwolure Mullis an Units Stntclure Mullispan Units GROUND TRIG POST POST MAX IMPOSTIENGTH MAX MACPoST LB4GTN MAX MA%POSTLIB9GR1 GROUND TRIR POST POST MAX MACPOSTLENr1TH IIAY. MA%POSi IENOTfI MAX IAAX POST LENGTH SNOYv 9wmH SPACING REOD POST MIN fOOTER 6' ' fY I 15 POST MIN POOTER F I tY ) IS POST MIN FWTIF F ' 1Y ) 14 SNOW YAOTH SPAWN REOD POST MN DOTE a' ) 1T I 15' PoST MIN O B' I 1£ 15' POST MlN DOTE b' 11Y I 15 LOAD (FT) ON SIAH FOR aPALW POST SIZE LONSIRAWEO FOO SPACW POST EQE LONSTRNNEO FOOTS 9PACING POST aGE CONSIFANEDFOO LOAD (Fn ON SLAB FOR SPACIN PoSi MJE CONSTRPINEO FOOTER SPAG POST 62E LONSTRAJNEO FOOTS SPACW POST SITE CONSTPPIN69 FOD (PM IF) SLAB (F) TYPE -d' 'd -d W (Pit TYPE -e 'd' 'd W lrn TYPE Y 'd 'd 'd (p3F) (Fl) all (FT, TYPE 'd 'd 'd 'd' (FT) TYPE 'd 'd 'd 'd IFT) TYPE 'd •d -d 'd M) Onl M) On) M) 11 On) C) On) nl ry4 00 M) On) M) On) On) 0n) On) M1 M) M) M) 140 MPH EXPOSURE C p160 MPH EXPOSURE B 140 MPH EXOSURES 10 5 1]'-r A 1S{' F 35 as 35 21.2- F 37 37 ]T 35'q' F J9 ]9 ]B 00 5 Td' A 15.5• F 30 ]0 K N 1Y-0• F 32 ]1 ]] ]5 3{'0' F K N 35 SB LIVE 53 t2'4• A 17'4' F 36 M a6 2F4' F 36 38 K 2V.IW F 40 40 40 5.5 5'-r A IY-5• F ]1 31 31 11 1B'•9- F 33 33 33 35 23'4- G 35 35 35 3T LOP➢ 6 114' A 1rF F K as a6 1F-1F F 39 39 39 W.I. P 41 41 41 6 A--r A lV.r F 31 31 31 31 1r-fo• F 33 33 33 K 2Y•r G M 36 M 37 ONLY 65 it-5' A 154- F 37 37 37 Irmo- F 39 39 39 23'4' F 42 42 42 6.5 N' A 13'-iF F 31 31 31 31 IT-1- F K K 34 K 21-11' 0 36 K 36 37 7 r-0' A 15'4• F 37 37 37 Irma' F 39 39 39 9'-it' G 43 43 43 7 4'-0- A ITQ- F R 32 32 32 ISJ• F K K K K 21'3- G 37 37 37 37 75 W-11 A 144- F 37 37 37 1Td' F 40 ID 40 2Y-5' G U 43 43 73 3''r A tY-7• F 32 32 32 32 ITm9- F K K K K 2V-it- G 39 K 35 35 a b'4T A 13'-9- F 38 as 39 1F-11• F 40 40 4D 21'-t1' G M 4t N B T6 A 12'-0- F 32 32 32 32 l53' F 35 35 35 35 2YT G K K 26 38 a3 lr r A 13'S' F 38 30 30 IV4. F 41 41 41 21'4• G M 44 N a5 34' A 11'-T' F 32 32 J2 32 IV4. F 35 35 as 35 2M-1' G 39 39 39 39 9 TS A I2'-0' F 38 38 38 15'•10' F 41 41 41 21-1' G 45 45 45 9 Tr A 11'-1' F 32 32 32 32 14-2. F 35 35 35 35 IV4. G 39 39 39 39 95 T-Y A 174- F 38 30 K 15'4• F 41 41 41 1F-0' O 46 46 46 9.5 W' A 192' F 33 33 33 31 13'4- G K 35 35 35 1r4' G 40 40 40 40 10 fr ' A 11'-lT F 36 36 ]B 14'-11- F 42 4Z 42 2F4P G 46 46 " 10 Y-ID' A 104• F 33 33 33 33 1]1]• G K ]6 36 36 19'-0' G 40 40 40 40 1DZ firs A 11'-F F 39 J9 39 14'S F 42 42 42 10'-0• G 47 47 47 103 Y•T A IV4. F A 33 33 33 tY-11- G K K K 36 1B'-0' G 41 41 41 41 11 F4 A 11'-0- F 39 39 39 14'-1• G 43 42 42 19'-0' 0 47 47 4T 140 MPH EXPOSURES oHWMPHExP06URER 11.5 S'-11' A 10'-9' F 39 39 39 13'A- 0 12 42 42 154' G 46 45 45 30 5 5'-F A 14'-11' F 33 33 33 ]I 16'-r F JS 35 ]5 37 22'-e- G ]a K K ]43 Q TS A 1P-5' F ]9 ]9 39 D'4' G IJ 1] 43 19'-1' G 40 {B 4a 5.5 5S A 1l'-0' F ]J K 33 ]] 1Td• F M J6 K ii2T-1'11 F@' A r4p' F JT 37 R 12'-9' F I1 tl p 1B'd' G 46 16 Ib 6 4'-r A 13V' F K K K K 15.5' F ]6 36 36 3721'4' G 40 40 10 140 MpH IXPD.SUREB 63 4'-1- A 1Y-0' F K K K K /54• F ]1 ]7 3] ]1 25-10'10 5 T-1' A 1T-0• F ]1 31 ]1 SL 20-0' F J) ]) ]J 35 25'-0' F 35 SS K Sa T 4'•1' A 11'd t' F K K K K 15'-0' F Ji ]T aJ ]J 204' 0 41 {1 U LIVE 5.5 FS A IF4' F 32 II II 32 20'-0' F K K 3J 35 111. F K 35 K K 7.5 F•9- A 114' FK 14'-S• F JJ 3> 3T ]T19-0i-LOAD 6 5'•11' A 15-1F F 32 32 32 32 19'-1. F K K K 35 ZY4. F 36 M ]6 ]3 a YS A 1F-1FF3535 ]535 13'-tl• G K3alr-5•ONLY 63 5'-F A lw-0 F 32 32 32 32 15'-3- F 14 K K K Y-11- G 37 ST 3T 33 85 34- A 1G-5• F3535JS ]5 13'4- G ]a3a16-1•7 S'-1' A 114• F 32 32 32 32 17'-r F 35 35 35 35 2YX G 30 K K 35 9 T' A ta41• F 35 ]5 J35 W-11. G 38KIF4• G 4) A l3 75 FF A 14-0' F 33 33 31 ]3 IT41' F 35 K 35 35 21'-1F G 38 K 36 38 a 1'-r A W.I. F 33 33 33 al, iFJ• F K 35 a5 K 213• G 39 39 39 39 OVER- I TABLE62 TPoBUTARYWID]HS FOR SINOLESPANATrACKEDSTRUCTURES a3 4'-£' A IYd• F 33 33 33 33 16'-9• F a6 M 38 K 2F-11. G 39 39 39 39 WWG PROJECTIDNOFSHIGLESPANSTUCTURESiFD 9 3'-11' A 1Y-1- F 33 33 33 31 lr3 F a6 K K ]6 20'•7• G 40 40 4D 40 IFn F T F 9' 1w It- 1Y 13' le 1S' 1F 1T 16' Ir 20' 21' Y2' 9.5 3'-T A 11'-0• F K K K K 14-9- F 36 as K JB 20.3' G 40 40 40 40 F 3' 35 4' 4S 5' 5.9 F 6S r 7.5 a' 63' F 93 10, 103' 11' 10 3'4' A if'S F K K 34 bi 14'-4• F 37 37 37 37 ID'40' 0 41 41 41 4t 1' 3S 1' 4S S 5.5 F 6.5' T 7.V F a5' 9' 9S 1O IDS 11' 113. 105 Y4' A 10-11• F K K N K 1]'-11' G 3T ]T ]7 ]> 154' G 41 41 41 N 2' Ne Ne Na ws We 6.T T. IN r as P 93- 10' ION IV 11Y fY 11 3'-r A ttl-r F K K K K U'4- G ST 37 3T 3T "-a. G '2 42 12 12 ]' V. Ne Ne Ne W. W. Ne Na Ne Ne 9.5' IF f05' 11' 11.5' IY f25' li3 3'4- A 10'J' F K K K K 13'-t G aT a7 31 an 1F-01' G 43 42 42 42 4' V. M We Na M Ne Ne Na Ne nle Ne M Ns Ne Me 125 1]' I40MPH5XP0SUREC or IN MPH EJIPOSUREB 20 5 r-l• A IFS F K K 34 K IV4. F 36 36 K 36 2Y-7' F 3B 36 35 41 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for LIVE 55 rS A 15'S F K K 34 K IFS F 36 36 36 38 2T-IV G 39 39 39 40 for Attached Single S nStructures FmOstanding S4ucluresor Mul9s an Attached StNCture3 LOAD 6 5'd1' A A'-r F U K K 34 1T-5• F 37 37 37 37 3Ya' G 40 40 40 40 Post Description SA POST Detail Post Descrifliml Matlmum Max POST ONLY 63 F.S. A 13'-5• F 35 35 35 35 lff • F 37 37 $7 37 21'2• 0 41 41 41 41 Hillde FoolingHeight Code Detail# 7 54' A 1Y-0F F 35 35 35 35 ffr - F as JO K la 21'-t• G 41 41 41 41 Twin 0.O60X1.5"XI.S"SCr011 AC DD4l'x3'kW Steel Clover d= 20' T B IN 11,AN 73 V-9- A 1Y-3• F 35 K 35 35 04• F K 38 K 38 20'-7' 0 42 @ 42 42 0.092'k3'k0"Aluminum Post MD D.041W3 3"Steel Clover tl= 21' 8' B Nll,AH a nF A 11'S F 36 36 36 a6 14'-r F 35 3e 3e 35 2F-r G 43 43 43 43 0.024xV 3"Post with Side plat, B NIB,BI9 3/&WN3"SteelSquare d= 29' 14' E G 85 4'-r A 11'-3• F 35 36 K N 14'W F N 39 39 39 lB'-w G 43 43 43 43 Cover 0.03Dk3NY AlumC Nn.al 3/7Bk3'k3'SIeaIS Square d= 32' 8' N17.AG 9 Td1- A 1F-9• F 36 M K 3s 13'W G a9 39 39 39 I5S G M H . M Cover 0.04EYW"4°AlumD N11.AH 3116'k4'k4' S uare d= 3S 14' F�N17.AG 9S Y4- A IF4' F M 36 K 36 IT4. G 39 39 39 39 1F•1- G M 44 N 44 Cclonol0.062"ExtrudedE AE 3116'k4' 'SIe01 Dere d= 38' F N17.AG 10 M' A IVA- F 36 M 3S K IY-11. G 40 40 40 40 18•-r 0 45 45 15 45 0.041"xT4"Steel CloverF Nt1,AN 3176'k5' 5'SteelS m d= 41' 15• G A 9-0• F m 37 ]T 37 txr G 4D 40 40 4o IS'-s- G 45 45 A5 4! 0.041'k3'k3"S1001 CIovolG NH.AH 3116'k6'x6'Sleel Squ d= 15' 1 11 3'-2- A F-P F 37 3i 37 37 12'ma' G 4040 40 40 16'-r 0 '6 46 IS I6 3H6YJ"x3BURIC, H N17.AO11.5 J'-1. A 9'•1- F 3T ]7 37 3T 11'-11- G 40 40 40 40 1rd0- H 46 46 49 46 3116'k3"Xd"Slee 9I N1].AO12 Y-11' A 8'-19- F 37 3] 3i 37 11'd' G 41 41 41 41 1T . H f7 4T 47 1T 3116k4'14"Sleet SquafeJ Nf7,AG ��QFESS)Q,9, GE NERALINSTRUC710N5 FOR THESE TABLES 3116kSk5'Sleel SquamI 11Y I K N17,AG '1 �U 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN Q 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UN IT TABLE 6.8 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterlor Ho a oducts S�� (�� 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 28921 US Hwy 74 YES ` 'f, (PATIO UNITS USE IO PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.S OR TABLE 7.7 Romolend,CA 82585 0� U $ m USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(N1-N35 Or A-BM) Q� 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW I-6 FROM ABOVE THEN 34411vylink Place C681 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 62 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg,VA 2450 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLABS.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cadputnamocomcast. el P6130201 - Ci S.CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES *\ CW�F T. 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DETAIL N30 0.0750 —I �" 0.37 10 110 mph Exp B 21'-3" 14'-Y' TYPICAL 2.000 115 mph Exp B 1s'-7•' 13'-7" 12 <t= 0.105'> or t= 0,030' ALUM 130 mph Exp B 16'-7" 10'-W, 16 Go Ct= 0,05or 140 mph Exp 6 13'-7" 9'-1" = 0,040' ALUM 1lomphExpC 16a" 10'r" = 0.041' STEEL UMN 0.875" TYP. I- 4,043 S L90D4-H34 ALUM ALLOY) 130 mph Exp C 14'a" V-7" POSTS MAY BE TRIMMED W FLEX N 1 6 B' x 6S' SIDEPLATES 20 130 mph Exp C ti'4" 7'-7" ALUM. FACING. (3001-H34 ALUM, ALLOY) 140 mph Exp C 9'-10' 6'-7" 10 STEEL "C"- CHANNEL HEADER CALIFORNIA FASCIA N 3" ALTERNATE POST SIDEPLATE CONNECTION DETAIL IS 9 (STEEL A-653 Fy=50 KSI) (ALUM 6063 T6) N11 (3105—H25 ALUM. ALLOY OR TOP MOUNT BRACKET NOT ALLOWED SNOW LOAD AREAS A-653 Fy=40 KSI STEEL) SEEN GENERAL NOTE #9 FOR CORROSION PROTECTION 6144XX1C-SCREWS 0125' 3' x 3' METAL POST ccr GENERAL NOTE 19 °ram stm.Oy-w 9M EXISTING EAVE e. OF WOOD FRAMING w EIGHT #14 SMS L STRU URAL PANEL m eovm rr)TWO 3/8' XS' LAG DETAIL NS ALUMuL N0� 0.125'xl.5"xl.6' SCREW W/ I'0 STEEL O THESE DETAILS ARE LIMITE➢ TO PANEL " '"'� STEEL (Fy = 33 KSI) 4. WASHER ONE ON OO 150 Mph EXPOSURE B AND 120 mph TOf""d "^" eRaBKE yjEEN SCRA EG N1 EACH SIDE OF POST Exp C FOR 10 PSF * 1A'AERNATjI E EAVE ATTACHMENT AND 150 MPH EXP C FOR 20 PSF2x OF LEDGER BOARDfiDOUGLAS FIR GAP SIDE MOUNT BRA TLUMBER FLOOR EN L H E PENETRATIONS N 12 JOIST OR HEADER TLEDGER AND FO ALLOW DRAINAGE �Sg\O MPL'EF Y AND EAVE OVERHANG AND 'L' MUST LY SEALED ATTACHED STRUCTURE POST TOP MOUNT BRACKET ALSO COMPLY WITH DETAIL N21 1GPR� Ff) TO DECK FLOOR JOIST \ C 681 9 \ .6/30120 3.00'. PU 'C O 0 4 N 14 2 CP CIVIL .024' OR 0.040" ttP. 3„_6„ . ASTM A500 GRADE B � g; A �" � glFFCALIF � v TiJN022015 3' ALUM SQUARE POST 3.00• STEEL POST 1. t =0.024' 3004H34 R=.0937 N17 SEE GENERAL NOTEAML nmax74 28921 t =0.040' 3105H26 TYP• EXTERIOR HOME PRODUCTS' Romola d,CA 92 #9 FOR CORROSION CI �P Romoland,CA 9258 PROTECTION C. 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OANG SPACING: OR 3.50" s Clvlt D.osz` 6' O.C. FOR 6• PANELS c in / I 12" O.C. FOR 12"PANELSFOFCALIFO 1.00 M1 JUN0 2015 < 1,50' 1.325" ® ROLLFORMED HANGER " (3004—H34 ALUM. ALLOY) #10 SCREW 0 6" 0/C BB 3 1/2" "J" HANGER #14 x 2" SMS (6063—T6 ALUM. ALLOY) SEE TABLE 7.5 110 SIRS 0 FOUAW— tA NG SPAWG• 0.5" MINa O.C. FOR 6',PANELS 12.6%. FOR 12 PANELS 6.5" 1.686" MAX LDA40SO PSF 140 MPH EXP C 2.25• 30 PSF 140 MPH EXP B A—RAILOR 20 PSF 135 MPH EXP C DETAIL J2.50" 25 PSF 130 MPH EXP C 1.500" 30 PSF 120 MPH EXP C 43" DETAILSROLLIFORTODS STRUCTURAL PANELS NP2 — 1.562" —� ®D EXTRUDED HANGER (6063—T6 ALUM. ALLOY) B® EXTRUDED CHANNEL CONNECTOR 187110 SMS ® 6" 0/C (6063—T6 ALUM. ALLOY) 2x wood studs DOUG FIR or BTR ®16" o/c ATTACH PANELS PER DETAILS AZ, BD OR BG #14 x 2' SCREW SEE TABLE �DEE�/0'7,5 FOR SPACING1/4" LAG SCREW PER TABLE 7.5 'ANC4"MIN SCREW SPACING IS 1"CONTINUOUS 2x DOUGLAS FIR LEDGER ORPROVIDESIMPSONSTRONGTIEMSTA36([CCESR * �merimax" 28921UBHwy74 2t MIN2105)AT SPLICE LOCATION BG 3 1/2" "G" RAIL CI / �PCOVER W/0.019"ALUMINUM (6063—T6 ALUM. 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