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BPAT2016-0106
-- 78-495 CALLE TAMPICO D Q.�i VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 11/15/2016 Application Number: BPAT2016-0106 Owner: (— Property Address: 55010 RIVIERA BROWN ® W APN: 775153076 55010 RIVIERA Application Description: BROWN / PATIO COVER AT COURT YARD LA QUINTA, CA 92253 Property Zoning: ® co ¢ ow Application Valuation: $3,000.00 c Z t— N Q W Applicant: � Contractor: 5 Q ATLAS AWNING AND SCREEN INC ATLAS AWNING AN EEN INC p� w 754 SOUTH WILLIAMS ROAD 754 SOUTH WILLIAMS D O PALM SPRINGS, CA 92264 PALM SPRINGS, CA 92264 Z (760)327-8466 Llc. No.: 835140 ® CD Ea W LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of t he iness and Professions Code, and my License is in full force and effect. License Class: D03 License No.: 835140 Date: 16 Contractor' OWNER -BUILDER 1ECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( I I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY . I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Add WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty.of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as vided for by Section 3700 of the Labor Code, for the performance of the wor which this permit is issued. =` I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: SECURITY NATIONAL INSURANCE COMPANY Policy Number: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 37of a Labor Code, I shall forthwith comply,with those provisions. Date: Applican WARNING: FAILURE TO SECURE WORKERS' IMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is. correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to>)nt�upon the above-mentioned property for inspection purposes. �% Date�Signature (Applicant orAge i Date: 11/15/2016 Application Number: BPAT2016-0106 Owner: Property Address: 55010 RIVIERA BROWN APN: 775153076 55010 RIVIERA Application Description: BROWN / PATIO COVER AT COURTYARD LA QUINTA, CA 92253 Property Zoning: Application Valuation: $3,000.00 Applicant: Contractor: ATLAS AWNING AND SCREEN INC ATLAS AWNING AND SCREEN INC 754 SOUTH WILLIAMS ROAD 754 SOUTH WILLIAMS ROAD PALM SPRINGS, CA 92264 PALM SPRINGS, CA 92264 + (760)327-8466 ---------------------------------------------- ------------------------------------------------ Llc. No.: 835140 Detail: 138SF TRELLIS PATIO COVER AT FRONT COURT YARD [ALUMAWOOD] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2013 CALIFORNIA BUILDING CODES. i DESCRIPTION I ACCOUNT I QTY I AMOUNT BSAS SB1473 FEE 101-0000-20306 1 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION • ACCOUNT QTY AMOUNT PATIO COVER, STD, OPEN 101-0000-42404 0 $101.84 DESCRIPTION ACCOUNT QTY AMOUNT PATIO COVER, STD; OPEN PC 101-0000-42600 0 $100.32 Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $202.16 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $0.50 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 TOTALS: $203.66 sin.# C11}/ Of is Qurnta Building 8t Safety Division P.O. Box 1504,78-495 Calle Tampico 1.a.Quinta, CA 92253 -:(760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Add[ess:�% ✓ Owner's m Nae: . A. P. Number: Address: C Legal Description: Contractor:_ City, ST, Zip: Telephone: Description: bC&La22U2 IVO O Address: -"7Zi J a-.4azaProject City, ST, Zip: •04' Telephone. .70_> 77 State Lic. # : City Lir. #; ;/ 18 a S7, Arch, Engr., Designer. Address: City., ST, Zip: Telephone: r State Lic. #: r Construction Type:. Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: T# stones: #Unitas: Name of Contact Person: — Telephone # of Contact Person: Estimated Value of Project APPLICANT: DO NOT WRITE BELOW THIS UNE f/ Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Pian Check submitted Item Amount Strgctural CaIcs. Reviewed, ready for corrections Plan Check Deposit. . Truss Calcs• Called Contact Person Plan Check Balance Title 24 Calci. Plans picked up Construction Flood plain plan Plans resubmitted.. Mecharikal Grading plan 2id Review, ready for correctionstiissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Pians picked up S.M.L H.O.A. Approval Plans resubmitted Grading Review, ready for correedo'ns/issue Developer Impact Fee Planning Approval • Called Contact Person AXP.P. Pub. NVks. Appr Date of permit Issue School Fees Total Permit Fees Novernber-4,-.-.201.6 .W. Cleve.;,Drown 55-010 R r.m. A. 92-253. Page, . -1 I o ]k-ev 55 O1URivera-Alumawood Patio Lattice Structure°arid Concrete scaue.Addition§ Thv A040u.-Omm.0t. ee-hagIreviewed yourArchitectural. w. Mee A" - sed, scope, ofworkificludes-a City of La. Qbiji :approved A �thwbodLattice StruPtuM40hOWnon'th' I "d ecification s P : e Th" q4eSt PP :a� '-pocr to.surf ;qp')y --aceintoe-,existingr. -_rs plante is also' as shown Qn<the .Pjan$ Prov-dedin accordance withthe4rqkk4ecIuraI:Ouideino HO )neowhers Assocaation iXiWs AndMaintenance and Indemnity . OM Tli'e.4%0* 04ditibAs.and -requirements.part is.accept ice. The homeowner and 6eCon acto ris required Oto.WPd4iP,aMeet-49 Wiith-the jm&scapeA. .-ro 'till and. the-Slak c . Manager, William. Aceves� Dr. br. to the start*w ofAny work.. -i,e.!p:uro is confirm the .pikCQ on04idiiibn eAablisfiih&.-fte NVonsl q. ItY for 0 Virig.14 '1 The homeowner snOc,.pj.e re4uired -to::proyido codP-compli t dr f , and. water dtain:system to. OPOVeAt -damage o.1he stiucOre.aAd adjacent areas;. 2 Tlie contractor is responsib3e ,for ail protection, rerouting,of _,Px�lity b6longjng .tb�TOA :or:6tility...Compantes.- I Any electrical i4ing.exposed prns..cong construction reported 't6,the :Assodiitibi. 41Tfi6-contractor 't0 reit.. . e.any 'damaged, irrigation, landscape;;, apqj,hOrd6diiin4gp devices' ortNetWdgc(96:tothesaiisfactibnOf ibb HOA; A,stucco,b d. -by-- the. ooutirwotdt- 6 Ail landscape 5'.Any damage to iIfi..a0*o'jDsare 'wthe.. oriiibilft, -.4, i dji i--- resjp Y h&holno '"ran., ej traptoir. t 0 .-Y � 'd b ther - - tractor the at' All nic, b -e to "Oki ing spri*er.:sy-§�eins, 4M.t,o. -.q-, made Y .06 UOT to. Won o HOA: The,HOA ,'ts,.nofr.e4pons,`ble..f6r4eO*Ilti'o"n.drlterriOV41.,OfeXis.tingbO4§ciiP.e*.16hds.cape,:spr.ihklersand li-ft", Inge The omeqWaeran .9. i#.. Th :h contractor die, "d I d vehicle rules. 10 The contractorcontractor' working e ine triust provide traffic control aevfces -a*ndpersorteld .109-M"th e work:pe.ri6difrec uredf6r s4*: I.L. TbecontractorvIs AdU4.,allowed to stockpile pt P: Ony, v1a. -en q4pmen ,oconstuction debris in. .e street. All debrrnustbe cleaned: up is: Y 121.1. e: street. -iisOd f6r - erde.; wash-out- and the A t "ble e. g the keeping gutter Con % e"ConJi- _OQVIS r0p.Qnsi 16 n �clear dIr bri'S-. 13. Streets are i6be-deimed dm"I'l-v 14 Lrpon complettor,;thehomeowner required a signed cPPY:of-*-Oy inspection .:card andAhe.,yotice .o4- Leition, Cert cafron .lefter (phdo ed)., Page. 2 t 15 The hoc»eowner and the contractor :to schedule a meeting .' 'kh the landscape/irngPon manager and: the maintenance rriaiiager rior to submimng a IVottce o Completion foirmThe pro�ectstiould be cotiipleted..withix) 45: days of starhn'g:; - l6 The Coraamittee's review is only for the architectural: impicafions.:of the`pro�ect A 11codes, legal and:engieering are.the responsibility of the hoarieownef,and :contractor., l 7. A tLlam enance and aridemni y Agreement shall be signed prior t0. ' the. startof woilC and: reviewed 'at., th' completion o£ the pro�eci Same sbal] delineate All applicable work, which current and future owners shall be; compelled to solely maintain and/or replace :as needed, and;, tie, clocurnent steal l.;be recorded with the. County of" Riverside and:runs with.. the.aand: We:..reserve the right to.:ntake ;a;.finalinspection of this c}iange to;make sure :that :if :matches ;tile ori:g>nal request... ,An. approval s: based:y:onthe:ahyand should not. be talen as .any certil7catior. as .toRthe construction worthiness :qr structural xritegnty.of the: proposed';change.;. We:.appreciate your cooperation :in $ubm>ttuig::this request,for approval It`:I may be of;further assistance, please contact: me::at the HOAoffice, (760)771x1234,::F,, sign lS:. IC1vUbyf �Eic;1 CG; ;ArehYecturalCommittee; 'sso�o C -Y OF LA QUINTA BUILDING & SAFETY DEPT. A 1� MR CONSTR TICIN LtrbGo P- SP3` ipf',11'f&0 . 1 �.�.' �� l°I q Tlsbl� ?. d �e �• P96e 6 RECEIVED NOV 15 2016 CITY OF LA oulNTA COMMUNITY DEVELOPMENT • R ` A. 1 SP3` ipf',11'f&0 . 1 �.�.' �� l°I q Tlsbl� ?. d �e �• P96e 6 RECEIVED NOV 15 2016 CITY OF LA oulNTA COMMUNITY DEVELOPMENT Amerimax Exterior Home Products AlumawoodT" Patio Cover. Carport and Commercial Structure Enqineerinq 2012. IBC PAGES DRAWING SECTION DESCRIPTION 2.PAGES GN01-2012 GENERAL NOTES GN02-2012 2 PAGES SC01-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS 4 PAGES 4 PAGES 4 PAGES 4 PAGES LT01-2012 LT02-2012 LT03-2012 LT04-2012 2 PAGES 10 PAGES 10 PAGES 4 PAGES NP01-2012 N P02-2012 NP03-2012 NP04-2012 9 PAGES CD01-2012 CD02-2012 CD03-2012 CD04-2012 a CD05-2012 CD06-2012 CD07-2012 . CD08-2012 CD09-2012 10 PAGES Miscla-2012 Miscl b-2012 MIsc2-2012. Misc3-2012 Misc4-2012 Misc5a-2012 Misc5b-2012 Misch-2012 Misc7-2012 Misc8-20.12 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURE: i LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURE SOLID COVER 5.0 POST SPACINGS FORLATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND A SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND A E) r' COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS QUr 1, P COMPONENT PARTS AND CONNECTION DETAILS civil_ MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS FAN BEAM DETAILS 7.0 POST AND FASTENER,REQUIREMENTS FOR ALL STRUCTURES 7.0 FOOTING AND SLAB ATTACHMENT TABLES 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 7.0 FORCES ON EXISTING STRUCTURES STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS 2015 OCT 02 2013 September 29, 2013 - z/9 �:) GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSI/ASME STANDARD B18.6.1 AHD AND AF&PA NDS -0511.1.4. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME 818.2.1 AND AF&PA NDS -0511.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ DIMENSIONS IN ACCORDANCE WITH ASME 818.22.1, TYPE A. ALL STEEL NUTS TO BE ASTM A563. THE MINIMUM WASHER DIAMETER SHALL BE 1" FOR BOLTED CONNECTIONS. SCREWS AND BOLTS WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS U, AND X) MAY BE LOCATED ANYWHERE. 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO [CC- ESR 1730, 2196 OR EQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO #8 =�6", #10 = e", #12 = t AND #14 = j" OR STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE #11 15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 16. ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION #2 IN IBC SECTION 1505.2. 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. 18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS (OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL) OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A SECTION 6.7. 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 1162 LBS FOR 115 MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12 FT FROM GRADE. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, N12 ORAL. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. ICC ESR1398 (2012 IBC) 9/29/2013 20. All structures must comply with one of the following: a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category (SDC) A -D up to the maximum Ss noted in General Note #3. b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1 do not require additional seismic analysis. c. Structures not complying with (a) or (b) require additional engineering seismic analysis. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS REPORT. 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. 23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION 1403.2 (WALLS) AND/OR 1503 (ROOFS), WHICHEVER IS MORE APPROPRIATE. 24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER (PROJECTION OR WIDTH) SHALL BE LESS THAN 30' GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2012 AND LT01-2012 THRU LT03-2012.) 1. SEE GENERAL NOTE #3 FOR LIVE AND SNOW LOADS. 2. NOTE INTENTIONALLY LEFT BLANK, 3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY WITH TABLE L1 AND L2 ON SHEET M5. Page 3 of 66 OCT 02 2013 ENGINEERS STAMP PU A-1 EXP.6130/211� l* 022015 Lamerimax- 2892, US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA92585 tintiGIUC ORIPART GENERAL NOTES GN02-2012 x'+"11 ^E* n VARIES ON GiFi v% ES. SEE p a� p ' .y.M SEE SCHEDULE FOR POSTS. ALL POSTS M BE A00% OF PROJE O PRO LOPE 0.25- ►�+ 100% of FASCIA INSTRIlD VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER IMERMEDIATE BEAM). SCHEDULE FFASTENF.R � Jp1NT Pp19s' MIN. SLOPE 0.25• FP D FASCIA MIN. EN NO. OF 10 SM IIULTISPAN FREESTANDING y'► COYER PANEL ATTACHMENT TD MW PANEL STRUCIUR 4' CONCRETE SWEl 6 G�,_ HEADER NSTALL o P D WHERE FASCIA W/O A FOOTUG MAY pRMITTED pYE�RwpW� 'GP COLUMN = SEE SCHEDULE SPACI G x VERTICAL 1 1/2' PANEL MAY OVERHANG 25X OF CLEARSPAN MAXIMUM PROVIDE 1 1 MIN 3.5' CONCRETE SLAB DRAIN REQ'D W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR FOOTING SIZE $pAN ATTACHED STRUCTURE PROVIDE 1 DRAIN I I . MIN 3.5' CONCRETE SLAB REQ' W/ CONSTRAINED FOOTINGS PATIO COVERS ARE LIMITED TO 12' HEIGHT. CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 15' HEIGHT. ICC ESR1398 (2012 IBC) 9/29/2013 SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY bALLAv IL 0VIDE 1 1/2 DRAIN MIN 35' CONCRETE SLAB R W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR FOOTING SIZE SINGLE aµ 9900,CANME M SnWW MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS 3/WO X 9' REBAR SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY SINGLE SPAN FRffSTANDTNG STRUCTURE -DE 1 1/2� MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS PLACE 3/8'0 STL(RE-BAR) —(/8_E S' EL W (RE—BAR) SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY Page 4 of 66 x O'HMG 25% OF POST SPACING SEF SCHEDULE FOR POST SPACING MIN 3.5' CONCRETE SLAB REQ'D ' W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY �Amerimax- 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland, CA 92585 '.dm"-oR PART SOLD PANEL STRUCTURAL NONE NAME CONFIGURATIONS OF 2 MIN 3.5'''CONCRETE SLAB I Y I REO'D W/ CONSTRAINED di A FOOTINGS ...d• / r • SINGLE SPAN ATTACHED� MIN.� 'LATTICE STRUCTURE RAFTER TAILS O'HANG— PROVIDE DRAIN MULTISPAN UNITS REFER TO GENERAL NOTE 22. rL POST Hf. FOR 8'x 12 or 16 GA J �[\ STEEL 'C' BEAM FOR BEAM WRAP DETAIL, DETAIL 'L18'. ATTACHMENT/TO MIN 4' MIN 3.5' CONCRETE SLAB REQ'f CEINCRETE'SLAB W/O FOOTINGS W/ CONSTRAINED FOOTINGS MAY -BE USED WHERE PERMITTED SEE SCHEDULE FOR SIZE SEE SCHEDULE DETAIL L29 ONLY FASCIA "E,� MAX. `"COVER PANEL OVERHANG �SSr�Ac�i�G� MIN 3.5' CONCRETE SLAB 'd REWD W/ CONSTRAINED SEE SCHEDULE FOR — FOOTINGS FOOTING SIZE ' ' 'd' tlAMJF CAµ T>'AfM j11mRVF'm CIRIM:IiI (L t I L VERHANG ' ,, _-FREESTANDING, ATTACHED STRUCTURE `ICC ESR1398 (2012 IBC) 9/29/2013 TRIBUTARY WIDTH (TW) DIAGRAM 2'x6.625', 3'x8' 00 3'x3' ALUM RAFTERS LATTICE; — SEE DETAIL L3 TW Page, 5 of 66 MIN 3.5' CONCRETE SLAB REO'D W/ CONSTRAINED FOOTINGS SINGLE SPAN FREESTANDING LATTICE STRUCTURE �r OCT 02 2013. ENGINEERS STAMP VO -A jPLACE 3/8' OX 9' SEE SCHEDULE FOR SIZE DETAIL L29 ONLY OF GEAR SPAN Amen. ma)c 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA92585 'CMP NONE gR .P� PA,nAW DOD UM STRUCTURAL SCO2-2012 20F2 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES n n7d"Y9"Y8.69S" Rafter (Rinnla .Rnnn) A AA7"Y'Y'vA A94" Raft- Minnla Cn-% n ndn"v9"vA wm-- R.Rar m;.ma Q-1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (pso Cin 115 130 115 120 10 24" V-7" V -T' V-7" V-7" LIVE 20" 10,-4" 10•-4" 10,4" 10,_0" 19'_10•• 16" 12'-9" 12'-8" 12'-0" 11'-4" 21•_8" 12" 15'_0" 14,_9" 13,_11" 13,_3" 20 24" 4'-4" 4'-4" 4'-4" 4'4" LIVE 20" 5'-2" 5'-2" V-2" V-2" 13'-5" 16" 6'-6" V-6" 6'-6" W-6- 15'-10" 12" 8'-7" V-7" e'-7" V -T' 25 24" 4'-2" 4'-2" 4'-2" 4'-2" 10'-8" 20" 4%11" 4'-11" 4'-11" 4'-11" 12'-9" 16" V-2" V-2" V-2" 6'-2" 15'-6" 12" 8'-3" 8'-3" V-3" V-3" 30 24" T-5" T-5" T-5" W-5- V-11" 20" 4'-2" 4'-2" 4'-2" 4'-2" 10'-8" 16" V-2" 5'-2" 5'-2" 5'-2" 131-4" 12" V-10" V-10" 6'-10" 6•_1011 40 24" 2'-71' 2'-7" 2'_711 2'-7" 6'-9" 2011 aril, 31_1,1 31_1" 31_1" B'-1" 16" 3'-10" T-10" 3'-10" T-10" 10'-0" 12" 5._21, 5,_2,1 5._2" 51_2" 60 24.1 11.91 11_911 1._9., V-9.1 4'-6" 20" 21.111 21_1" 2._1" 21_ill S-5" 16" 2,_711 2._7.1 2._7" 21_71, 12" T-5" T-5" T-5" T-511 MULE 1.1 n 07d"Y7"YR.R95" Raftpr AU.AHenan% Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (pso ijin 115 130 115 120 10 24" 61_91 61_91, V-911 V-911 LIVE 20" r-9" 7'4" 7'4" 7'.9- 19'_10•• 16" 9._111 91_111 91_1" 91_1" 21•_8" 12" 111.1" 11•_1" 111_1" 1'I'A" 20 24" T-10" T-10" T-10" 3'-10" LIVE 20" 4'-6" 4'-6" 4'-6" 4'S" 13'-5" 16" V-5" 5'-5" 5'-5" 5'-5" 15'-10" 12" V-9" 6'-9" V-9" 6'-9" 25 24" T-8" 3'-8" T-8" 3'-8" 10'-8" 20" 4'-3" 4'-3" 4'-3" 4'-3- 12'-9" 16" V-2" 5'4" 5'-2" V-2- 15'-6" 12" 6'-6" 6'-6" V-6" V-6- 30 24" 31_111 31_111 31_111 31_111 V-11" 20" T-8" T-8" 3'-8" T-8- 10'-8" 16" 4'-5" 4'-5" 4'-5" 4'-&- 131-4" 12" 5'-S" 518" 5,_8" 5'-0.. 40 24" 21.5" 21_5" 21.5" 2-5" 6'-9" 20" 2'-10" 2'-10" 2'-10" 2'-10" B'-1" 16" 3'-6" 3'-8" T-6" 3'-6" 10'-0" 12" 4-511 415" 4'-S" 4'-5- 60 24" V-711 11_7" V-711 i'_7" 4'-6" 20" V-11" V-11" V-11" V-11" S-5" 1611 2'-S' 21_511 21_511 2'-5- 12" 31_1" 31_111 31_1" 31_111 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C 1 s In 115 130 115 120 10 24" 14'-8" 14'-8" 14'-2" 13'-6" LIVE 20" IVA" IVA" 15'-6" 14'-10" 19'_10•• 16" 17'-11" 17'-11" 17'-4" 16'-6" 21•_8" 12" 20'-6" 20'5" 19•_11" 19--0" 20 24"7'-5" V-1" 7'5" T-5" T-5" LIVE 20" 8'-11" 8'-11" 8'-11" 8'-11" 13'-5" 16" 11,_1" 11•_1" 11,_1" 11'_1" 15'-10" 12" 14'-8" 14'-V* 14'-8" 14--8- 25 24" T-1" 7'-1" T-1" T -1- 10'-8" 2W W -V* 8'-6" 8,-6" 8,-6" 12'-9" 16" 10'-7" 10'-7" 10'-7" 10'-7- 15'-6" 1Z' 14'-0" 14'-0" 14'-0" 14'-0" 30 24" V-11" V-11" 5'-11" V-11" V-11" 20" r-1" 7'-1" T-1" r-1- 10'-8" 161, 8'-10" 8'-10" 8'-10" 8'-10" 131-4" 12" 1V-9" 11•_9" 11•4• 11,_9" 40 24" 4'-5" 4'-5" 4'-5" 4'-5" 6'-9" 20" 5'-4" 64" 5'-4" 5'-4- B'-1" 16' 6'-8" V-8" 81_8" 61.8" 10'-0" 12" V-10" V-10" 8'-10" V-10" 60 24" T-0" T-0" T-0" T-0" 4'-6" 20" 31_7" 3'4" 31.7" T-7" S-5" 16" 4'-5" 4'-5" 4'5" W-5- 12" V-11" V-11" V-11" S-11" TABLE 1.2 A AA749'4A A75" Rnffar rMrtlHenanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C S In 115 130 115 120 10 24" 10'-3" 10'-3" 10'-3" 10'-3" LIVE 2011 1 V-7" 11'-7" 11'-7" 11'-T' 19'_10•• 16" 13'-5" 13'S" 13'-5" 13'-5" 21•_8" 12" 16'-0" 18'-0" 16'-0" 16'-0" 20 24" V-1" V-1" V-1" 6'-1" LIVE 20" T-0" 7'-0" 7'-0" 7'-0" 13'-5" 1611 8.4., 81-4,1 V-4" V-4" 15'-10" 12" 10'-3" 10'-3" 10'-3" 10'4" 25 24" V-10" V-10" V-10" V-10" 10'-8" 20" V-9" V-9" V-9" V-9" 12'-9" 16" 8'-0" 8'-0" 8'-0" 8'-0" 15'-6" 12" 9'-11" 9'-11" 9'-11" 9'-11" 30 24" V-0" 5'-0" 5'-0" V-0" V-11" 20" 5'-10" V-10" 5'-10" V-10" 10'-8" 1611 71-0" 7%0,1 7.4' 7--0- 131-4" 12" W-13" 8,_8" 8._811 V-13" 40 24" T-11" T-11" T-11" T-11" 6'-9" 20" 4,_7" 41.7" 41_7.. 41_711 B'-1" 16" 5,_7" 51_7" 51_711 51_711 10'-0" 12" T-0" T-011 7'_0" 71_0.1 60 24" T-9" 2-9"9: 24" 4'-6" 4'-6" 20" 3'S" T-3" 315" 5'-5" S-5" 16" 3'-11" T-11" T-11" T-11" 12" V-0" 5'-0" V-0" V-0" Ground Rafter Wind Speed and Exposure Snow load Spacing Exp 8 Exp C s in 115 130 115 120 10 24" 18'-2" 18'-2" 1 B'-2" 1T-7" LIVE 20" 19,_10„ 19'_10•• 19'-T' 19•_0" 21'-0" 16" 22'_1" 21•_8" 21•_0" 20,_5" 25'-4" 12" 25'-3" 23'-B" 22'-11" 22'-3" 20 24" 11'-3" 11'-3" 11'-3"11'-3" 9'-2" LIVE 20" 13'-5" 13'-5" IT.. -SIT -S" 12,_2" 16" 15'-10" 15'-10" 15'-10" 15'-10" 18•_1" 12" 18'-2" 18'-2" 18'-2" 18'-2" 25 24" 10'-8" 10'-8" 10'-8" 10'-8" 8'-9" 20" 12'-9" 12'-9" 12'-9" 12'-9" 11'-T' 16" 15'-6" 15'-6" 15'-6" 15'-6" 1T-3" 12" 17'-9" 1T-9" 17'-9" 17'-9" 30 24" 8'-11" V-11" V-11" 8'-11" 7'-4" 20" 10'-8" 10'-8" 10'-8" 10'-8" 9'-9" 18t1 131-4" 131-4" 13'4, 13'-4" 14'-5" 12" 1 V-3" 16'-3" 16'-3" 16'-3" 40 24" V-9" 6'-9" 6'-9" V -9- 5'-6" 21Y' 8'-1" B'-1" 8'-1" 8'-1" T-4" 16" 10'-0" 10'-0" 10'-0" 10'-0" 10'-11" 12" 13'-4" 13'-4" 13'-4" 13'-4" 60 24" 4'-6" 4'-6" 4'-6" 4'.6- 41.6" 20" 5'-5" S-5" V-5" 5'-8" V-8" 16" 6'-9"V-9" 6'- 7--l"71.1" 6'-3" 12" V-11" 8'-11" V-1 n ndn"v9"vA A9r- Roffar W,,16 -M n.nd71v1A"vA" Raftpr rSinnlp Snanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 36" 16,_1" 16,_1" 16'_1" 15'-11" UVE 32" 1VA" IVA" 17'-9" 16'-11" 20 24" 21'-0" 21'-0" 20'-5" 19'-0" LIVE 16" 25'-4" 25'-4" 24'-9" 23'-8" 20 36" V-2" V-2" V.2" 6,_2" LIVE 32" 9'-2" 9'-2" 9'-2" 9'-2" 30 24" 12•_2•, 12,_2" 12,_2" 12'_2" 16" 18•_1" 18•_1" 18•_1" 18,_1" 25 36" T-10" T-10" T-10" 7'-10" 32" V-9" 8'-9" V-9" 8'-9" 60 24" 11'-T' 11'-T' 11'-7" 11'-7" 16" 17'-3" 1T-3" 1T-3" 17'-3" 30 36" V-6" 6'-6" V-6" 6'-6" 32" 7'-4" 7'-4" 7'4" 7'4" 24" V-9" 9'-9" 9'-9" 9.9.1 16" 14'-5" 14'-5" 14'-5" 14'-5" 40 36" 4'-11" 4'-11" 4'-11" 4'-11" 32" 5'-6" 5'-6" V-6" 5'-6" 24" r-4" T-4" r-4" 7'-4" 16" 10'-11" 10'-11" 10'-11" 10'-11" 60 36" T-3" T-3" 3'-3" 3'-3" 20" 4,-8" 41.6" 4'-8" W-8" 16" 5'-8" V-8" 5'-8" 5'-8"1, 12 7--l"71.1" 6'-3" 71_1" 71.1" 3"xT' Raftpr OR" nrn rMidncnnn nr ClnniAl Ground Rafter wind Speed and Exposure Snow Load Gauge Exp B Exp C 3'-B" In 115 130 115 120 10 0.024" 12,_5" 12,_5•, 12,_5" 12,_5" LIVE 0.040" 20'-2" 18'-5" 1T-10" 1T-3" 20 0.024" 8'-5" 8'-5" 8'-5" V-5" LIVE 0.040" 14'-10" 14'-10" 14'-10" 14'-10" 25 0.024" V-2" 8'-2" 8'-2" 8'-2" LIVE 0.040" 14'-6"14'-6" 9'-9" 14'-6" 14'-6" 30 0.024" 7'-4" 7'-4" 7'-4" T-4" 0.040" 13'-1" 13'-1" 13'-1" 13'-1" 40 0.024" 6'-1" V 1" 8'-1" 6'-1" 0.040" 11'_2" 11'_2" 11•_2• 11,_2" 60 0.024" 4'-8" 4'-8" 4'-8" 4'-8" 0.040" V-10" V-10" 8'-10" 8'-10" IHtlLE 1.0 5 9" 5'-5" Wnd Speed and Exposure 32" 3'-8" 3'-8" 3'-B" 3'-8" Amerimax Exterior Home Products 10 6'-9" 13'_9" 24" 4'-11" 4'-11" 4'-1i" 4'-11" 28921 US Hwy 74 1" 8'-1 i" 15'-5" 16" r-0" r -a" T-4" 7'-4" Romoland, CA 92585 TABLE 1.3 20'-11" 20'-11" 20'-11" TABLE 1.4 24" NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN Carl Putnam, P. E. 8'-6"V-6- 0.042"x3"x8" Rafter (Multispan) LIVE 20" 3441 Iwlink Place Ground Rafter Wnd Speed and Exposure Snow Load Spacing Exp B Exp C s n 115 130 115 120 10 24" 13'_9" 131.9'• 131_9.1 1T-9" LIVE 20" 15'-5" 15'-5" IV -5" 15'-5" 16" 171.9" 171.911 17,_911 17'-0" 12" 20'-11" 20'-11" 20'-11" 20'-11" 20 24" 8'-6" V-6" 8'-6"V-6- V-10" LIVE 20" 9'-9" 9'-9" .9'-9" 9'-9" 16" 11'-4" 11'-4" 11'4" 11'4" 12" 131_8•, 131.9" 13•_9" 131.9.1 25 24" 81.2" V-2" V-2" 81_21• 20.1 9'-4" W-41" 9'4" 9411 16" 111.01, 11._0" 111.011 IV-V 12" 13'4" 13'-4" 13'-4" 13'-4" 30 24" TA" 7'-1" 7'-1" 7'-i" 20" 61_2.1 V-2" 8'-2" V-2" 16 1. 9'-8" 9'-8" W-8" 9'41 121' 11'-10" 11'-10" 11'-10" 11'-10" 40 241, 5'-8" 5'-011 5'-0„ 5.-01, 20" 61_711 6._7" V-711 6'_7., 16" 7'-10" T-10" 7'-10" T-10" 12" 9'-8" 9'-8"9-8" 8'-8" 9'-8" 60 24" 4'-0" 4'-0" 4'-0" 4'4" 20" 4,-8" 41.6" 4'-8" W-8" 16" 5'-8" V-8" 5'-8" 5'-8"1, 12 7--l"71.1" 6'-3" 71_1" 71.1" TABLE 1.6 TABLE 1.7 TABLE 1.8 ICC ESR1398 (2012 IBC) 9/29/2013 Page 6 of 66 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C in 115 130 115 120 10 36" 11'-8" 11'-B" 11'-8" 11'-8" LIVE 32" 12'-8" 12'-8" 12'-8" 12'-8" 24" 15'4" 15'-4" 15'4" 15-4- 5'-4"16" 1 V 191-8 191-8" 19-811 19'-8" 20 36"' V-10" V-10" V-10" V-10" LIVE 32" T-6" 7'-6" r-6" 7'-6" 24" 8'5" 9'-5" 9'-5" 9'-5- 16" 12'-8" 12'-8" 12'-811 12151. 25 36" 6'-7" 6'-7' 6'-7" V-7" 32" r-3" 71_3" T-3" T-3" 24" 9'-1" 9'-1" 9'-1" 9'-1" 16" 12'_2" 12'_2" 121.2" 12'_211 30 36" 5'-8" 5'-6" 5'-8" V -B" 32" 6'-3" V-3" V-3" V-3- 24" T-11" T-11" T-1111 r-111' 161, 101.91, 101.91 10._911 101.9.1 40 36" 4'S" 4'-5" 4'5" 4'-5" 32" 4'-10" 4'-10" 4'1011 4'-10" 24" 6'-3" V-3" 6'-3" 61-3" 161, V-8- 81.8" 8'-8" S,_8" 60 36" 3'-0" T-0" T-0" V-0- 32" T-5" T-5" 3'5" T-6- 24" 4'-5" 4'-5" 4'-5" 4'-5" 16" V-3" 6'-3" V-3" V-3" ]ABLE 1.9 Lynchburg, VA 24503 cariputnamftomcast-net 22015 PUTS- L% 8139 OCT 02 2013 1 LATTICE COVER 20 POST 16 Ga 3'7c8" Steel C Beam DeWll L18 12 Ga 3'318" Steal C Beam (Detail 1.18) Double 12 Ga 3 k8" Stael C (Detail 1.8) 16 Ga 3"x8" Steell C Beam (Detail L18) 12 Go 3'k6" Steel C Beam (Detail L18) Double 12 Ga Wxll" Steel C (Detail 1.8) TABLE 2.5 Aftched singe Freestanding or Attfichtdsir4e Frees ng or Attached Freestanding or TABLEM Atte d ed Gin& Freestanding or Attechedwgle Freestanding or A1leehed Single Freestanding or Span SweaOe Mullis Units strue5ve Mullis an Units Stricture Mutt an Units span swee8e MuIGs n Units Span swcwe Multispan Units Span struwue Mullispan Units GROUND TRIG MAX POST MMX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LB4G7H GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW V1I POST REOD POST MW FOOTER 8' i 17 I IV POST Mw FOOTER c1' I 17 I IT POST MIN FOOTER 8' 17 I 15' SNOW 144DTH POST POST MON FOOTER V I 17 I 1S' POST MIN FooTER 8' I 17 I 15' POST MIN FOOTER 8' I 17 ( 15' LOAD IF1'1 SPACING FOR SPACING POST SIZE CONSTRAINEDFOOTE SPACINGSIZE CONSTRAINEDFOOTE SPACING PO S2E 10ONSTRAINEDFOOTE1LOAD (FT) SPACING FOR SPACING SIZE CONSTRAINED FOO SPACING POST SIZE CONSTRAINEDFOOT SPACING PO SIZE CONSTRAJNEOFOO (PSE) ON SLAB SLAB (FT) TYPE d 'd 'd 'd (FT) TYP d d d d (FT) TYPE 'd 'd 'd 'd (PSS ON SLAB SLAB (FT) TYPE'd 'd d d (FT) TYPE 'd d d d' (FT) TYPEd d 'd 'd (FT) M n M) M) Ml (m M) M) M) Ml (m) M) (FT) M1 M1 M) ON M) (int M) M) Ort) M) M) M1 115 MPH EXPOSURE B 1 115 MPH EXPOSURE B 10 5 13'-71 A 27-1' C 24 25 2830'-0' 32 32 32 E 27 27 31 351-0' E 29 29 32 5 30 5 - 4'-10' A 1D'-0• E 19 22 25 26 18'-1' F 24 25 28 21) 26'3' F X26 27 30 31 LIVE 5.5 12'-4' A 18'-11" C 24 25 28 291-2' E 28 28 30 34'-10' E 30 30 32 A r 5.5 4'-4• A 9'-9' E 19 21 24 26 16'-2' F 24 25 27 29 25'-5' G 27 27 29 31 28 6 11'-4' A 1T-10" D 24 24 27 28'-41 E 23 28 30 34'-1' F 30 30 31 D 28 8 C-0' A r-11" E 19 21 24 25 173• F 24 24 27 29 2r -s' G 27 27 29 31 29 65 101-51. A 16'-11' D 25 25 27 2T-7' E 29 29 30 3315' F 31 31 31 28 ( 6S 7'-8' A 8'3' E 19 21 23 25 16'-5' F 24 24 27 29 24•-0" G 28 28 29 31 F 7 9'-0"A 34 16'-1' D 25 25 27 26'-6- E 29 29 30 37.9' F 31 31 31 27.10' F 7 T-5" A T-6' E 19 20 23 25 15'-8' F 25 25 27 28 2T -S' G 28 28 29 31 34 7.5 9'-1' A 15'-4' D 25 25 26 25=5' E 30 30 30 37-2" F 32 32 32 29 29 7.5 Y-2- A T-2' E 19 20 23 24 14'-11'F 73" 25 25 26 28 27-11' G 29 29 29 31 29 6 81 $ A 14'-0' D 25 25 26 24W F 30 30 30 31'-7' F 32 32 32 11'-7' F 8 Y-0' A 6'-9' E 19 20 23 24t4-4*'' 35 F 26 25 26 28 223' G 29 29 29 30 F 6.5 W -W A 14'-0' D 25 25 26 233' F 30 30 30 31'-1' F 33 33 33 23 24 8.5 7.10' A 64' E 19 20 22 24 13'-9' F 25 25 26 28 27-0' G 29 29 29 30 25 9 r6" A 13'6' D 25 25 26 27-10" F 30 30 30 30'-7' F 33 33 33 21 21 9 74" A 6'-0' E 19 19 22 24 ITf F 25 25 26 27 21'-7- G 30 30 30 30 21 93 r -r A 13'-0' D 26 26 26 27.2' F 31 31 31 30'-2- F 34 34 34 l 9A 7S A -0 5'" E 19 19 22 24 17.9' F 25 25 25 27 21'-r G 30 30 30 30 10 6'-91 A 12'-6' D 26 25 26 2115- F 31 31 31 29'-8• F 34 34 34 10 75' A 5'-5" E 19 t9 22 2A 174' F 26 26 26 27 20'-10- G 30 30 30 30 10.5 6'S• A 17.1' D 26 26 26 20'-10" F 31 31 31 294' F 35 35 35 105 2.31 A 5'-2" E 19 20 22 24 11'-11- F 26 25 26 27 20'6" G 31 31 31. 31 11 6'-2" . A 11'-7' D 26 26 26 20.3' F 31 31 31 28-11" F 35 35 35 11 7 r A 4'-11' E 19 20 22 24 11'r F 26 26 28 27 20'•r G 31 31 31 31 11.5 5'-11' A 11'-t' D 26 26 26 19'-9' F 31 31 31 28'E' F 35 35 35 11.5 7.1' A 4'-0' E 19 20 22 24 111.7 F 26 26 26 25 19'-10' G 31 31 31 31 12 5'-0' A 10'-71 D 26 26 26 19'3- F 31 31 37 28'-2- F 36 36 36 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 13 14 15 V-21 4'-1D' 4'6" A A A 8'•10- 9'-1' Ir D D D 26 26 261 26 26 26 26 26 1 26 181-4" 176' -461.9' F F F 32 32 32 32 32 32 32 32 32 2r -r 26-11' 1 26'3' F F G 36 37• 38 36 37 38 36 37 38 29 115 MPH EWOSURE C or 130 MPH EXPOSURE B 10 5 13'-7' A 20'-1' C 27 27 30 30'-/" E 31 31 333515' 27 E 32 32 35 30 LIVE SS 174' A tir-11' C 27 27 30 29'-2- E 31 31 33 34'-10' E 33 33 U 24.6' G 6 11'4' A Ir -IV D 27 27 30 284' E 32 32 33 34'-1' F 34 34 34 29 31 65 10'-5- A 16'-11• D 28 28 29 2r -7'G A 33 33 33 33'-5' F 35 35 35 28 26 7 91- 8" A i6'-1- D 28 28 29 26'6' E 33 33 33 37-9' F 35 35 35 14'-11' F 75 9'-t' A 15'-4' D 28 28 29 25'•5' E 33 33 33 37.2' F 36 36 36 25 26 8 6 8'" A -0 14'• D 28 28 28 24'6' F 34 34 34 31'-r F 36 36 36 22 22 BS 8'-0" A 14'-0' 0 28 26 28 23'-8' F 34 34 34 31'•1' F 37 37 37 6'-0' E 9 r6' A 13'6' D 29 29 29 27.10' F 34 34 34 30'•7'' F 36 38 38 76' A 9.5 rr A 131 -0' D 29 29 29 27.2' F 34 34 34 30'•2' F 38 38 38 36 30 5 4'-10' A 10'-0' E 22 24 27 29 10'4- F 28 27 30 32 26'3' F 29 29 32 34 EXPOSURE 65 4'4' A 91-9" E 22 23 25 28 18'-2' F 27 27 30 32 25'-5 G 30 30 32 34 35 0 4'4• A r-11- E 22 23 26 28 17'3' F 27 27 29 31 24.6' G 31 31 32 34 F 65 Y4" A BV" E 22 23 25 27 16=5' F 27 27 29 31 24'-0' O 31 31 32 34 8 7 YS A r-0- E 22 22 25 27 15'-0' F 28 26 29 3123'S' 5'•11' G 32 32 32 34 t 73 3'-7 A r-2' E 22 22 25 27 14'-11' F 28 28 29 31 27-11' G 32 32 32 33 22 24 26 A 6'-91 E 22 22 25 26 144" F 28 28 28 30 27-S' G 33 33 33 33 F ab 7-101 A 6'4• E 22 22 24 26 13'-9" F 28 26 28 30 22'-0' 0 33 33 37 33 9'-t0- .9 7-0' A 6'-0' E 22 22 24 26- 13'3• F 28 28 28 30 21'-r G33 31 33 33 33 A 95 76' A 5'-0' E 22 22 24 26 17.9- F 29 29 29 30 21'-7 G 34 34 34 34 36 t0 7S A S'3 E 22 22 24 26 174' F 29 29 29 29 20'-10- G 34 34 34 34 105 73" A 5'-r E 22 22 24 26 11'-11' F 29 29 29 29 20'6' G 35 35 35 35 11 7-r A 4'-11' E 22 22 24 25 11'-7' F 29 29 29 29 20'•r G 35 35 35 35 115 1 7.1' 1 A 4'-0" E 1 22 1 22 25 29 1113• F 29 29 1 29 29 19' -IP I G 35 1 35 1 35 35 20 10 61-0' A 176' D 29 29 29 21'6' F 35 35 35 29'-0' F 39 39 39 27 31 120 MPH EXPOSURE B 614- A 17.1' D .21 22 25 27 20'•10' 103 63' A 17-11 D 29 29 29 28 20'-10' F 35 35 35 A 29'1' F 39 39 39 26 19'-91 30 5 4'-10' A 1W-6' E 20 22 25 27 194' F 6.5 11 6'-2" A 11'•7- D 29 29 29 16'-10' 20'3' F 35 35 35 2T-7" 28'•11' F 39 39 39 8 7 V-1" 5.5 44" A 9"•9' E 20 22 25 26 18'•2' F 27 11.5 5'•11' A IVA, D 29 29 29 73 191.9" F 35 35 35 21 28'-0' F 40 40 40 26 27 29 6 4'-0' A e' -I1' E 20 22 24 26 17'-7 F D 12 5'-0' A 10'-7' D 29 29 29 27 1S'-3' F 35 35 35 30 26'-2' F 40 40 40 7'41' D 21 6.6 Y-0' A C-7 E 20 21 24 26 161-5' F 31 13 6'•r A 9'-t0- D 29 29 29 D 19'-4- F 36 36 36 F 2r•7' F 41 41 41 G 31 31 7 - Yr A r-8' E 20 21 24 25 151-8- F 24 14 4'•10' A 91•1' D 28 29 29 31 1r-0" F 36 36 36 3'S 26'•11" F 42 42 42 23 24 14'-4' 73 Y -r A rr E 20 21 23 25 14'-11' F 15 •'� •'^ 4'6' A 8'6' D 29 29 29 24 76'•9' F 36 35 36 28 26'3' G 42 42 42 32 11 8 93 Y. 7• t0' A A V-91 64' E E 20 20 20 20 23 23 25 24 144' F 20 5 7'-1' A 12'-11' D 21 23 25 27 27.1' F 25 26 29 30 30'-1' F 27 27 31 32 LIVE 55 614- A 17.1' D .21 22 25 27 20'•10' F 25 25 28 30 29=r F 28 28 30 32 E 6 5'-11" A 11'-11 D 21 22 25 26 19'-91 F 25 25 28 30 284' F 26 28 30 32 A 6.5 5'-5" A 10'3' D 21 22 24 26 16'-10' F 25 25 28 29 2T-7" F 29 29 30 32 8 7 V-1" A 9'-r D 21 21 24 26 18'-0' F 26 26 27 29 26'-11" F 29 29 30 32 F 73 4'-0" A 8'-11' D 21 21 24 25 17,3' F 26 26 27 29 26'-3" F 3D 30 30 32 26 8 4'-5" A 8'-41 D 21 21 23 25 16'6- F 26 26 27 29 25'-9" G 30 30 30 31 83 1-2' A 7'41' D 21 21 23 25 15'-11" F 26 26 27 28 25'-7 G 31 31 31 31 9 Y-11' A r5' D 21 21 23 25 15'4- F 27 27 27 28 24'-9" G 31 31 31 31 95 3'-9" A r-1" D 21 21 23 24 14-10' F 27 27 27 I8 4 24" G 31 31 31 31 10 3'S A 6'-9' D 21 21 23 24 14'-4' F 27 27 27 28 23-11' 0 32 32 32 32 10.5 Y4" A 6'-51 D 21 21 22 24 IT -10' F 27 27 27 28 236' G 32 32 32 32 11 3'•t A 6'-I' D 21 21 22 24 13'-51 F 27 27 27 27 23'-2• G 33 33 33 33 11-5 Y-1' A 5'-10'0 21 21 22 24 13'-1' F 27 27 27 27 275' G 33 33 33 33 12 T-11' A 5'-7' D 21 21 23 24 12'-0' F 27 27 27 27 273' G 33 33 33 33 13 7-0' A 5-21 D 21 21 23 25 174• F 26 28 28 28 21'-5' G 34 34 M 34 14 7-0' A 4'-10' D 21 21 23 25 11'-5' F 28 2a 28 2B 20'-0' G 74 34 34 34 15 74" A 4'$ O 21 21 24 25 10'-t1" F 28 28 28 28 2V-0' G 34 1 34 34 1 34 ICC ESR1398 (2012 IBC) 9/2912013 r Page 12 of 66 25 25 25 25 26 26 26 26 26 25 26 27 25 28 30 25 28 30 25 28 29 25 27 29 25 27 29 26 27 eD 26 27 28 28 28 26 28 2; 26 26 28 26 Z 26 7 27 IT 28 31 26 30 2 28 30 28 30 28 3D 1 29 29 1 rklm 0 El '7-37 F 27 25'-5' G 27 24'-0' G 28 24'-0' G 28 23'-5' G 29 27-11' G 29 27.5' G 3D 274' G 30 21'-r G 31 21',r G 31 20'-10' G 31 IN6• G 32 27 SD 32 27 30 32 28 30 32 28 30 32 29 , 30 31 29 -29 31 30 30 31 30 30 31 31 31 31 31 31 31 31 31 31 32 32 32 32 32 32 CT 02 2013 JUN 02 2015 9 93 10 105 11 7-0' 76' 75" 73' 1 7.21 A A A A 1 A 614" S-0' 5'S" V-2' 1 4'-11' E E E E 1 E 20 20 20 20 1 20 20 20 20 20 1 20 23 22 22 23 1 23 24 24 24 24 25 13.9 13'3• 17-9' 174- 111•11' 11'•7' F F F F F 1 F 120 MPH EXPOSURE C or 14D MPH EXPOSURE B 1 5 4-10' A 10'-0' E 22 24 27 29 194- F 5.5 4'4' A 9'-9" E 22 24 27 29 18'•2' F 6 4'4' A 8'•11' E 22 23 28 28 1r3" F 6.5 3'-8' A 8'•3' E 22 23 26 28 16'41 F 7 YS' A 7'-0" E 22 23 26 28 151-8* F 7.5 31,r A T -r E 22 22 25 27 17.11' F 8 31-0' A 61•9' E 22 22 25 27 144- F 8.5 7-10" A 64" E 22 22 25 27 1YA' F 9 2'-0" A 6'-0' E 22 22 25 26 113' F 9.576" A 5'-0" E 22 22 24 26 1 •9' F - 10 10.5 7-5' 7-3' A A 51•5" 5'•2" E E 22 22 22 22 24 25 26 27 '-'. r Page 12 of 66 25 25 25 25 26 26 26 26 26 25 26 27 25 28 30 25 28 30 25 28 29 25 27 29 25 27 29 26 27 eD 26 27 28 28 28 26 28 2; 26 26 28 26 Z 26 7 27 IT 28 31 26 30 2 28 30 28 30 28 3D 1 29 29 1 rklm 0 El '7-37 F 27 25'-5' G 27 24'-0' G 28 24'-0' G 28 23'-5' G 29 27-11' G 29 27.5' G 3D 274' G 30 21'-r G 31 21',r G 31 20'-10' G 31 IN6• G 32 27 SD 32 27 30 32 28 30 32 28 30 32 29 , 30 31 29 -29 31 30 30 31 30 30 31 31 31 31 31 31 31 31 31 31 32 32 32 32 32 32 CT 02 2013 JUN 02 2015 LATTICE COVER 2-0 POST SPACINGS FOR GROUND SNOW LOAD (PSF) 1AT10 AND COMMERCIAL COVERS NORMAL WIND AREA: Bax Began Detail L1) Double 0.042 xT ' (Detail 1-12) Double 0.0407Q'x6.625" Detail L12 fedsingle Freestanding or Attached Single Freestanding or Attached Freestanding or smwLffe Muitispan Units span st,ueaue Multispan Units Structure Multispan Units MAX POST LENGTH MAX I I MAX POST LENGTH MAX MAXPOSTL84GTH GROUM BDTH POST POST MWTYPEFOOTER V I 1D' I 17 POST MIN F007ER 6 I w I 17 POST MW FOOTER a' I 1V I 17 SNOW WDTH POSTr-11 (FT) IO ACINGSLAD IREOID1 FOR SSBSPIAFCnINCI P03T S� CONNSTRAINEDFOOT SPACING TYPE POST SIZE CONSTRAINEDFOO� SPACING PO Slid CONSTRAINED FOO LOAD I (FTI I ON SLAB E 115 MPH EXPOSURE C or 130 MPH 0 20 3 l l4l v A 10'-4' A LIVE 35 1V.r A 9'-5' A 25 4 B' -it" A V -r A 23 4.5 r-11' A V-1' B 9'.r 6 T-1" A T -r B 13'-0" 55 6.5" A r-1" B 27 6 V-11' A ". B 29 6.5 5'-5' A 6'4• B 27 7 5-1" A 6-0" B C 7.5 4'-9" A 5'-9' B E 8 4'-S" A 614" 8 D 8.5 4'•2" A 5'J" 8 23 9 V-11' A 51-0' B 25 9.5 7.9' A 4'-1 D" a 24. 10 74" A 4'-V B A 11 7-2* A 44' 8 .042"x3' .8" Box Beam (Dotal 1) Double 0.042x3W' (Detail 1-12) Double 0.040 K&625"(Detail L12) Attached single Freestanding or mad Single Freestanding or mad Singla Freestanding or span strumae Multi an Units an strucOxe Multis an Units Span SWc6ua Muldspan Units MAIC MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH POST MIN FOOTER 6 I f0• I 1r POST MIN FOOTER 6 I 1V I 17 POST MW FOOTER 6 I 1V I 17 PACIN SIZE CONSTRWNEDFOO SPACINGPOST SIIE ONSTRNNED FOOTS SPACING O SIZE CONSTRAINED FOOTEF (FT) TYPE'd' 'd' 'd' 'd' (FTI TYPE 'd' 'd' 'd' 'd" (FT) 'd• 'd' 'Cr "Cr M) On) On) Ml n1 M1 ) ('m) M On) (in) RFu 3 6-T A 1Ir-1" B 16 22 23 24 14'-10- D 16 23 25 28 115 MPH EXPOSURE 6 16 22 23 25 5 3.5 8'-r A 9'.r B 16 21 23 24 13'-0" D 19 18 24 25 27 15'•2• a 21 26 27 29 13'-7' B 20 24 26 27 60 3 4-1' A 5'40' C 13 19 21 22 V-2' E 18 21 23 2! e'er' D 15 2A 21 23 19 23 25 26 14'-0' B 21 25 27 28 176' B 20 24. 25 27 5 33 T -W A SW C 14 19 20 22 84' E 18 21 22 23 T-7' E 16 20 21 22 19 23 24 26 13'-0' C 22 25 26 26 11'-0' B 21 23 25 26 D 4 3'41' A 4A' 0 14 19 20 21 T-8' £ 16 20 22 23 r-1' E 18 19 21 22 19 22 24 25 17.2' C 22 24 26 27 10'-11" B 21 23 25 26 E 4.5 7.8' A 4'-P D 14 16 20 21 R1' E 16 20 21 23 6'-r E 16 19 20 22 19 22 24 25 11'-0" 022 D 24 26 M 10'-4' C 22 23 24 28 C 5 7-5' A 41-0" D t4 Is 19 21 6'-r E 17 20 21 22 T -r E 16 Is 20 21 20 22 23 25 1P-10' D 23 24 25 27 9-10' C 22 23 24 25 22 5.5 7-2' A 31-V D 14 Is 19 20 6'-r E 17 20 21 22 5'-9' E 16 19 20 21 20 22 23 25 1V4' D 23 24 25 27 64" D 22 22 24 25 23 6 7-0" A 3'-5' O 14 18 10 20 51 -Ur F 17 19 21 22 5'-0" E 1B Is 2D 21 20 21 23 24 9'-10' D 23 23 25 26 6.11- D 22 22 24 25 24 6.5 V-10" A 3'-2" O 14 16 1921 24 1-6-F 24 17 19 21 22 5.2" E 17 18 20 21 20 21 23 24 914" D 23 23 25 28 6•-r D 23 23 23 25 7 1'-9' A 3'4" 0 " 1g 20 21 5'J' F 17 19 20 22 4'-11" E 17 1B 20 21 20 21 23 24 V-1" 0 24 24 25 26 6-3' O 23 23 23 25 Ts 1'-A A T-10" D 1 14 16 20 21 51-0- F 17 19 20 21 4'-0' F 17 1g 20 21 20 21 22 24 64'D 24 24 24 26 r-11' O 23 23 23 24 a 1.15 A 74' 0 14 19 20 21 4'-9" F 17 19 -20 21 4'4" F 17 19 20 21 21 21 22 24 64' D 24 24 24 26 r4• D 23 23 73 24 8.5 115" A 74" 0 14 19 20 21 4'4" F 17 19 20 21 4'4" F 17 19 20 21 21 21 22 24 6.1" D 24 24 24 25 TS" 0 23 23 23 24 115 MPH EXPOSURE C a 130 MPH EXPOSURE B 21 21 22 24 T•10" E 24 24 24 25 T-2" 0 24 24 24 21 21 21 23 24 r -r E 24 24 24 25 6.1V 0 24 24 24 24 24 24 25 3 6-T A 1Ir-1" B 16 22 23 24 14'-10- D 16 23 25 28 17J' B 16 22 23 25 5 3.5 8'-r A 9'.r B 16 21 23 24 13'-0" D 19 23 24 26 121-3" C 18 22 23 24 6 4 r -r A 8=5' B 17 21 22 23 17.81 0 19 23 24 25 1S�S" 0 18 21 23 24 T 4.6 6.4' A T-10' B 17 21 22 23 11'-10' D 19 22 24 25 to,w D 19 21 22 24 5 5'-9" A Ti" B 17 20 22 23 11'-2' D 20 22 23 25 16-1' D 19 21 22 23 5.5 5-r A 6.11' B 17 20 21 23 16.7' 0 20 22 23 24 6-r D 19 21 22 23 6 4'-9" A 6'4" B 17 20 21 22 10'-1" E 20 22 23 24 6.1• D 20 20 22 23 6.5 4'-S' A 6'-r C 10 20 21 22 9-T E 20 21 23 24 6d` 0 20 20 22 23 7 4'-1" A 5'-10- C 16 19 21 22 7-r E 21 21 23 24 6-" D 20 20 21 23 73 X -t0' A 5'-r C 16 19 21 22 6-10" E 21 21 22 24 6-0" E 20 20 21 22 B Tr A 54" C 18 19 20 22 6'4" E 21 21 22 23 7* 0" E 20 20 21 22 85 34" A 6.1" C 16 19 20 21 6-r E 21 21 22 23 T-51 E 20 20 21 22 9 3'-r A V-10' C 16 19 20 22 T-10' E 21 21 22 23 7'-7' E 21 21 2l 22 9.5 X -T A 4'-6' 0 18 19 21 22 T -r E 21 21 22 23 71-V E 21 21 21 22 25 113 MPH 3 EXPOSURE V -r C A or 130 MPH 10'-1' EXPOSURE B B 18 24 25 26 14'•1 V 0 20 26 27 29 17J' B ZO 24 26 27 5 3.5 6-r A T -r B 19 23 25 26 131-1 0 21 25 27 28 1Z -w C 20 24 25 26 6 4 T -r A 6'-5" B 19 23 24 26 17-0' 0 21 25 26 28 11-5' D 21 23 25 26 T 4.5 6••4' A T-101 8 19 22 24 25 11-1P D 22 24 26 27 tVd' D 21 23 24 26 5 5.9" A r4" B 19 22 24 25 1P -r D 22 24 26 27 1V-1' D 21 23 24 26 5.5 5'-2' A 6.11' B 19 22 23 25 IV -71 D 22 24 25 27 7-r 0 22 22 24 25 6 4-9" A 64" B 20 22 23 24 1V-1' E 23 24 25 26 V-1' D 22 22 24 25 6.5 4'4" A V-2' C 20 21 23 24 9'-r E 23 23 25 M 64' D 22 22 23 25 7 4'-1' A 5'-10- C 20 21 23 24 V -r E 23 23 25 26 64- D 22 22 23 25 7.5 3'-10' A 5'-r C 20 21 22 24 8'-10' E 23 23 24 26 8'-0' E 23 23 23 24 8 7-r A 5'-4" C 20 21 22 24 64" E 24 24 24 26 r4" E 23 23 23 24 8.5 3.4" A 5-t' C 20 21 22 23 V -r E 24 24 24 25 r-5' E 23 23 23 24 9 T -r A V-1 D' C 20 21 22 24 r-10' E 24 24 24 25 r -r E 23 23 23 24 9.5 3'-0' A 4b' 0 20 21 22 24 r -T E 24 24 24 25 r-0' E 23 23 23 24 10 240' A 4'4' D 21 21 23 24 ri" E 24 24 24 25 6-9' E 24 24 24 24 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 2OPSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1 ICC ESR1398 (2012 IBC) 9/29/2013 60 3 4'•1' A S'-10' C 15 21 23 21 6•r E /7 25 25 28 6J' D 17 22 23 25 5 33 3'4' A SU' C 15 21 22 24 84' E 18 23 2! 25 T T E 17 21 23 2! 6 4 3'-0" A 4'-9' D 15 20 22 23 T-0" E 16 22 24 25 7'-11" E 18 21 23 24 T 4.5 74' A 4'4' O to 20 21 23 T -I" E 16 22 23 25 6-r E 16 21 22 24 5 715 A 4'-0' O 18 20 21 23 6-r E 19 22 23 24 V -r E 18 21 22 23 5.5 7-r A 3b" 0 16 19 21 22 6-r E 19 21 23 24 5'-7' E 18 20 22 23 6 7-0' A T-5" D 16 19 21 22 $.10" F 19 21 , 23 24 514" E 19 20 22 23 8.5 V41 A 3'-r O 1B ZD 21 71 5.4' F 10 21 22 24 5'-r E 19 20 21 23 7 1'-5' A 3. . O 16 ZD 2f 27 5'-3• F 1g 21 22 2/ 41•.11 E 19 20 21 1 23 OVER- HANG Post Description Max POST Detail Hgt Code TABLE 23 TRIBUTARY SMDTH9 FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES 10 B L7 ( 6 9' IV 11' 1r 13• 14' 15' 16 1T 18' 1V 2V 21' 27 V 4- 4N 5 55' 6 65' T 7.5 r 85 9' 9.5' 1V 10.5' 11' 1• 4.6 5' 55' 6' 65' r 75' 8' 815 V 9S 16 10.5' it' 115' 7 S 5.5 6 6N r 75' 6 8.15 V ON IV 105' 11' 11.51 17 3' SS 6 6N T 7.6 6 8.5' V 915 10, 10.5' 11' 11.5' f7 12.5' 4- 8' 6.5' T 7S 6 8.5' V 915 1V 105' 11' 11.6' 17 125' 13' V 6.5' r 7.51 6 OR 9' 9S' 17 1015' 11' 11.5' 17 12.5' 13' 13.5' TABLE 2.3 Post Requirements for Attached Single S n Structures Post Description Max POST Detail Hgt Code 0.04253-wrAluminum Post 10 B L7 0.024'k3'k3°Post with Side tel 11' B L24 Clover 0.0307Cd'k3" Alum 11' C L11 Clover 0.040'k3k3" Alum 11' 0 Ll l Colonial 0.062" Extruded 17 E AE 0.041'k3'a' Steel Clover 11' F L11 0.041'X2INT' Steal Clover 8' G L11 3f16 -x3 -x3" Stec Sure 15 H L21 3116"x3"x3" Steel Square 12' 1 L21 31169a4"x4" Steel Square 15' J L21 3116"x5915" Steel Square 15' K L21 TABLE 2.4 Post Requirements for Freestanding Structures or Multi an Attached Structures Post Description Maximum Footing Max Height POST Code Detail 0.041'k3'k3' Steel Clover " d= 20" W B Ll l 0.041"k3k3' StflSqu�- 21" V B L71 3/15k3 k3" ste d= 30" 12 C L21 3115k35a3 Ste d= 32° 8' F L213I15k39c3"Ste d= 15 F L21 3/16"x 3'x3'Ste d= 7" 1r E L21 3116'xW' 4" Ste d= 1" 15L21 d= 115 I L21 U. I -OK SINGLE SPAN ATTAGHEU UNIT USE THE POST SHOWN IN TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Product; FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 28921 US Hwy 74 / S. FIND THE OIC SPACING OR 14 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92685 / 10. USE THE APPROPRIATE DETAILS (1-1.1-29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L7 AND L2 ON SHEET MLSC9 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 lvyllnk Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlautnamfcomcastnel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MIse3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ,1 Page 11 of 66 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA: 5 T-1' A 16 Ga 31`x8" Steel C Beam (Detail 18) 12 Ga 3'x8" Steel C Beam (Detail L18) Double 12 Ga 3' u8" Steel C (Detail L8 25 TABLE 2.6 medsm9m Freestanding or Freestanding or Attached Freestanding or 28 TABI - spanswawa MultispanUnits Multi Units Structure MUItisan Units 31 31 33 GROUND TRIO MAX POST i; 1£-1' D MAXPOSTLENGTH MAXMAXPOSTLENGTH 27 29 20'-10" MAX 28 26 MAX POST LENGTH GROUND TRIO MAX 31 SNOW MOTH POST REOD POST MW FOOTER 6 I 17 1 15' POST 23 17Y�PE 6 1 17 1 IT POST MIN FOOTER V I 17 I 15' SNOW WIDTH POST 281-4' LOAD (F;) SPACING FOR SPAC POST 5� CONSTRAINED FOO SPACIN Iw-T` SIZECONSTRAINEDFOO 23 SPACING SIZE CONSTRAINED FOO LOAD OFT) SPACING 70 (PSF) 2T -r ON SLAB SIA (FT) TYPE 'd 'd 'd 'd (FT) V-1' 'd 'd 'd (FT) TY 'd 'd'd 'd (PSF) 16'-0' ON SLAB 29 28 30 (Ft) W-11" P 33 M) M) M1 M) 35 32 On) On (in) A e'-11' Ont " On) [in) M1 r 26 (FT) 17'-3' F 115 MPH EXPOSURE C ar 130 MPH EXPOSURE B 34 34 34 34 33 8 4'-5" A 84' D ••" •"+�_........- 23 20 5 T-1' A 17.11" 0 23 25 2B 30 2Y-1' F 28 28 31 33 30'-1' F 31 31 33 35 LIVE SS 63' A 1£-1' D 23 24 27 29 20'-10" F 28 26 31 33 29'-Y P 31 31 33 35 33 6 5'•11' A 11'-1' 0 23 24 27 29 18'-91 F 28 28 30 32 281-4' F 32 32 33 15 32 815 S-5" A Iw-T` D 23 24 27 28 18'-10• F 29 29 70 32 2T -r F 33 33 33 35 32 7 V-1' A 9'-T D 23 23 26 28 16'-0' F 29 28 30 32 W-11" P 33 33 33 35 32 7.5 V.9' A e'-11' D 23 23 26 28 17'-3' F 29 29 29 31 26'-3' F 34 34 34 34 33 8 4'-5" A 84' D 23 23 26 27 16'6' F 29 28 29 31 25'6' G 34 34 34 34 33 8.5 4'-Y A T -i1' D 23 23 2S 27 15'-11' F 30 30 30 31 25'3' G 35 35 35 35 34 9 T-11' A T -S" D 23 23 25 27 154' F 30 30 30 31 24'-9' G 35 35 35 35 34 9.5 3'-9" A T-1• D 23 23 25 27 14'-10' F 30 30 30 30 24'-4' G 35 35 35 35 35 10 3'6' A 51.9" D 23 23 25 26 144' F 30 30 30 30 23'-11" G 36 36 36 36 35 10.5 11' A V-5'. D 23 23 24 26 13'-t0' F 30 30 30 30 23'6' G 36 36 38 36 35 11 T -r A V-1' D 23 23 24 26 13'-5' F 31 31 31 31 23'-2' G 37 37 37 37 36 11.5 3'-1' A V-10' D 24 24 25 26 13'-1' F 31 31 31 31 276" G 37 37 37 37 36 12 7-11' A F -T D 24 24 25 27 17-41 F 31 31 31 31 223" G 37 37 37 37 36 13 1 r -r I A V -Y 1 D 1 21 1 24 1 251 1 27 14 17-0' I F 1 31 31 1 31 1 31 21'-5' 1 6 1 38 1 38 1 38 1 38 115 MPH EXPOSURE B 25 5 5'-9' A 176" E 20 23 25 27 21'6" F 24 25 7e 30 27'-10" F 27 27 30 32 33 5.5 51-Y A 1P-7" E 21 22 25 27 20-3' F 26 25 28 30 2T-0' F 27 27 30 32 33 6 4'-8' - A 1C-7' E 21 22 25 26 16.3' F 25 26 28 29 26'-3' F 28 28 30 31 32 63 4--S" A 6-10' E 21 21 24 26 16.4' F 25 25 27 20 2516' G 26 29 29 31 32 7 4'-1' A T-1' E 21 21 24 25 1T6' F 25 25 27 29 24'-11" G 29 29 29 31 32 7.5 T.I(r A 6.6" E 21 21 23 25 16'-9' F 26 26 27 29 24'-4' G 29 29 29 31 33 8 V -r A 81-0" E 21 21 23 25 161-1' F 26 26 27 28 27.10' G 30 30 30 31 33 8.5 3'-4' A I.S. E 21 21 23 25 15'-5' F 26 26 26 28 23'-4' G 30 30 30 31 34 9 T -Y A T-1" E 21 21 23 24 W-10' F 26 26 25 28 27.11" G 30 30 30 31 34 95 V -W A 6'-9' E 21 21 23 24 14'-4' F 26 26 28 28 276" G 31 31 31 31 35 10 7-10" A V-5" E 21 21 22 24 13'-11' F 27 27 27 1 28 1 22'-1' G 31 31 31 31 35 10.5 76" A V-1" E 21 21 22 24 1313' F 27 27 27 27 21'-9' 0 31 31 31 31 35 11 7-T A 5'-10- E 21 21 22 24 131-0' F 27 27 27 27 2113' G 32 32 32 32 36 113 76" I A V -r E 1 21 1 21 1 22 1 24 1 173' F 27 27 27 27 21'-1" G 32 32 32 32 115 MPH EXPOSURE C w 130 MPH EXPOSURE 6 25 5 5'A' A 176' E 23 25 28 29 21'6' F 27 26 31 3] 2T•10' F 30 30 33 351 25 5.5 5'-Y A 11'-7' E 23 24 27 29 ZOU' F 28 28 31 32 2T-0' F 31 31 33 35 6.5 6 4'-9' A 10'-r E 23 24 77 29 1T -T F 26 28 30 32 263' F 31 31 32 34 22 8.5 4'-5' A T-10' E 23 23 26 28 18'-4' F 28 28 30 32 256' G 32 32 32 34 29 7 4'-1" A 9'-1' E 23 23 26 28 1T6' F 29 29 30 31 24'-11" G 32 32 32 34 19 75 3'-10' A B'6' E 23 23 26 27 16.9' F 29 29 29 31 24'-4" G 33 33 33 34 25 B Y -r A 6-0" E 23 23 25 27 16'•1- F 29 29 29 31 2 -Ir G 33 33 33 34 7-1' 85 TA' A T6' E 23 23 25 27 15'•5' F 29 29 29 31 23'4" 0 34 34 34 34 1 24 9 T -Y A T-1" E 23 23 25 27 14'-10'NF 27 30 30 30 30 27.11' G 34 34 34 34 951 31-V A 6.9' E 23 23 25 26 W -V30 30 30 30 276' G 35 35 35 35 10 2'-1g' A V-5, E 23 23 24 26 13'-11'30 30 30 30 27-1' G 35 35 35 35 10.5 2'6" A 6'-1' E 23 23 24 26 131•5'30 30 30 30 21'•9- G 35 35 35 35 11 7-r A V-10" E 23 23 24 26 1T-0'30 30 30 30 211-5' G 36 36 36 36 11.5 76' A 51-r E 23 23 25 26 176'30 30 30 30 21'•1' G 36 36 36 36 12 7�4• A 54' E 23 23 25 27 17.4'31 31 31 31 20'-10" G 36 36 36 36 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 2OPSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 6, DETERMINE TRIBUTARY WIDTH FROM TABLE 22 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.5 ICC ESR1398 (2012 IBC) 9/29/2013 AOa&ad SmmehreB31anc1ng or AOaehed Single Span StrucUe Muftis en Units Span Struemre MAX SMXPOSTLENGTN MAX POST MIN FOOTER 6 I 17 I 15 POST MIN FOOTE PA PO SIZE CONSTRWNEDFOO SPACINGPOST 612E (FT) TYP 'd "d I 'd I 'd (FT) TYPE 'd 8' ) 17 )NSTRAINE 'd I -d- 10 d l0 5 Tr A 8'-2" E 18 21 23 25 16'-3' F 22 24 27 FOOTEA 5.5 3'-3' A T -S E IB 20 23 25 15'3' P 22 24 26 2T10" 6 3'4' A 6'-9- E 18 20 23 24 14'-5' F 23 23 26 G 6.5 7.9' A 613' E 18 20 22 24 13'-6• F 23 23 26 27 7 7.7' A 5.10' E 18 19 22 24 13'-0' F 23 23 26 28 7.5 7-5' A 5'-5" E 16 19 22 23 17.5' F 23 23 25 29 8 73' A V-1' E 18 19 21 23 11'-11' F 23 23 25 29 8.5 7.1' A 4'-10' E 111 19 21 23 111-5' F 24 24 25 17.5" 9 r-cr A 4'6' E 18 19 22 23 11'-0' F 24 24 25 A 9.5 1'-11' A 44' E 18 19 22 23 16-T F 24 24 24 32 10 11-9' A 4'-1' E18 7-1' 19 22 24 16-Y F 24 24 24 F 10.5 11-8' A 7.11' E 19 20 22 24 9'-1C F 24 1 24 24 4'6' 115 MPHEXPnRAMFG 20 21 24 nr 1L1 MRM RYRfLC1 ,RCR 27 27 27 16-r H 32 40 Double 12 Ga 3"x8" Steel C (Detai 8 A Attahed shote Freestanding or 20 span swc6ne Multis an Units 3TH MAX F MAXPOSTLENGTH 15' POST MIN FOOTEA 6' 1 17 I IT OM SPACING SIZE CONSTRAINED FOOTEF 'd (FT) •d 'd W -d- d(In) (In) T-5' M) M) M (in) 28 2T10" G 25 26 29 31-- 28 23'•1' G 26 28 29 31 28 27-5" G 26 29 29 30 27 21'-10' G 27 27 28 30 27 21'•3' G 27 27 28 30 27 20-10' G 28 28 28 30 27 20'-4' G 28 28 28 30 27 16.11' G 28 26 28 30 26 19'-7" H 2B 29 29 30 26 16.3' H 29 29 29 29 26 16.11' H 28 28 29 29 26 18=T H 30 30 30 30 40 5 7-7" A 6'-2' E 20 23 25 27 18'3" F 25 26 29 31 23'-10" G 28 28 32 34 10' 5.5 T -w A T-5' E 20 22 25 27 1513' F 25 26 29 31 23'-1' G 29 28 31 33 5.5' 6 3'-0' A 6'-9" E 20 22 25 26 14'6 ' F 26 26 28 30 2 2'5' G 30 30 31 33 6.5' 651 2'-9" A 8U" E 20 21 24 26 131-8' F 25 26 28 30 21'-10' G 30 30 31 33 7.5' 7 7-T A V-10" E 20 21 24 28 1316' F 25 26 28 30 21'-T G 31 31 31 33 7.5 7.5" A V-5' E 20 21 24 25 17.5" F 26 26 28 29 26.10' G 31 31 31 33 8 73' A V-1' E 20 21 23 25 11'-11' F 26 26 27 29 20'-4• G 32 32 32 33 83 7-1' A 4'-10' E 20 20 23 25 11'-S" F 27 27 2729 19'-11' G 32 32 32 32 9 7-0' A 4'6' E 20 21 24 -025 11'" F 27 27 27 16-r H 32 32 1 32 1 32 OVER. Structures Post Description Max POST Detail Hgt Code TABLE 22 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 10' B L1 NANO B L24 Clover 0.030'k3'k3'Alum 11' PROJECTION OF SINGLE SPAN STUCTURES (FT) 1-71 Clover 0.0401131k3"Alum 11' D 1-11 Colonial 0.062" Extruded 8' 6 10' 11' 17 IT 14' 15' IT 1T IV 19' 20' 21' 27 V 4- 4.5' V 5.5' V SN T 7,5' 8' 85' 6 9.5' 16 105' 11' J L21 S' 5.5' V 615' T 715' V 85' 6 951' 17 10.51 11' 11.5' 7 S' 5.5' 61 615' T 7.5' 8' 8.5' 9' 9.V 10' 10.5' 11' 11.5' 17 T 6.6' 6' 6.5' T 715' 8' I.S. 6 9.5' 10' 10.6' 11' 11.5' 17 12.5' 4' V 6.5' r 7.51 8' 815' 6 9,5' 16 10,5' 11' 1115' 17 12.5' 13' 5' 615' T 7.5' 6 83' 9' &5' 10' 10.5' 11' 11.51 17 12.51 IT 13.51 TABLE 2.3 Post Requirements for Attached Single S an Structures Structures Post Description Max POST Detail Hgt Code 0.D4n3'k8" Aluminum Post 10' B L1 0.024'k3'k3"PostwithSide lac 11' B L24 Clover 0.030'k3'k3'Alum 11' C 1-71 Clover 0.0401131k3"Alum 11' D 1-11 Colonial 0.062" Extruded 17 E AE 0.041"x3'k3" Steel Clover 11' F L11 0.041"xaW"Steel Clover 8' G L11 3/1&' (WX3" Steel uare 15' H L21 3119)6'xWSteel are 12' I L21 31161`x4"x4" Steel S are 15' J L21 3/IU'x5'x 'Steel Square 15' K L21 O- I'UK SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN Structures TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 28921 US Hwy 74 9. FIND THE 0/C SPACING OR 9 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (1.11-1-29). DETAILS MAY REQUIRE POST TO UPGRADED. d-- 20* 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES 11 AND L2 ON SHEET MISC6 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEA 1 3441 Ivylink Place SLAB T. DETERMINE MAXIMUM POST SPACING ON SLAB,FROM TABLE 2.5 I Lynchburg, VA 24603 SLAB S. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlDutnam0comcast.nel SLAB 9. FOLLOW 9.11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Paqe 13 of 66 TABLE 2.4 Post Requir antrforl Freestanding Structures or Mul - an Aftached Structures Post Description Maximu FoolingHell Max Code Det 10 0.D41'1xTk3" Steel Clover d-- 20* B L71 0.041'k3'k3" Steel Clover d-- 2 " V B L1 3116 k3 k3" Steel rare d= 17 C 1 3116"x3'k3" Steel $ re d 6 F 1 3116"`x3 k3 Steel r 3 " 15' F 1 3116'k3'k3" Steel u e - 3 17 E L21 3/16"x4'k4" Steel 4 " 15 G L21 3116"xSkS'Sleel dR 4 16 l21 NN 02 2015 I ATTICF COVER In POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS TABLE 3.1 0.042"x3"xir Box Beam Detail L1) Double 0.04Z" aW" Detail L12 Double D.D4 xM.625" (Detail L12 A AOachedSinsle Freestanding or ehed5inple Freestanding or eheaSingle Freestanding or A 24 span strucarre Multispan Units Span Structwe Mullis an Units en shftre Mullispan Units GROLM07 TRIG MAX POST MAX 35 191-5' MAX POST LENGTH MAx A 1dA)f POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER r I 101 I Ir POST IN FOOTER 8' I 10' I 1Y POST MIN FOOTER 6' 10' I 12' LOAD (FT) SPACING FOR SPACI POST � CONSTRAINED FOO SPACIN POST SIZE CONSTRAINED FOO SPACING POST 617E CONSTRAINED FOO1. I ( Fl 28 ONSLAB SLAB (FT) TYPE 'd 'd 'd 'd (FT) TYPE 'd -d •d 'd (FT) TYPE 'd 'd •d 'd 11'•10' A ITT) 24 26 27 Ont On) On) ) 25 Ml 6n) M) On 29 (in) M) On) On) 10 3 2248' A 14'•10' A 21 25 27 28 21'-1• A 24 27 29 30 18'-10• A 7J 25 27 29 LIVE 35 191-5' A 13'-6• A 22 25 25 28 17•7' B 24 27 28 30 IT4' A 23 25 27 28 A 4 1T-0• A 12'-W A 22 24 26 27 1W-3' S 25 26 28 28 16'-4' A 24 25 26 28 8'-1' 45 15'•1' A 11'•10' A 22 24 26 27 17'-3• B 25 26 28 29 15'-5' B 24 24 26 27 8 s 1T -r A 11'-2' A 23 24 25 27 16'-4' a 26 26 27 29 14-7' B 25 25 26 27 22 5.5 12'4• A 10'-71 A 23 23 25 25 1s-' B 26 26 27 29 13'-10' B 25 25 25 27 23 6 114• A 101•11 A 23 23 25 26 14-10' 8 27 27 27 28 173' B 26 26 26 27 25 6.5 10'-5 A 9'-r A 24 24 25 26 14'•r B 27 27 27 28 17.9• B 26 26 26 26 28 7 014• A 9'-r A 24 24 24 26 13'4' C 27 27 27 28 17-31 B 26 26 26 26 9'-1' 75 W-1' A 6.17 A 24 24 24 26 13'-2' C 27 27 27 26 11,91 B 26 26 26 26 D 8 3'4' A 8'4' A 24 24 24 25 17.8' C 28 28 28 28 11.5• B 27 27 27 27 27 05 0'41 A F.2" B 24 24 24 25 17-3' C 28 28 28 26 111V B 27 27 27 27 28 9T6' 7'6' A T-101 B 25 25 25 25 11'-10' D 26 28 28 28 17d' C 27 27 27 27 28 95 T -r A T•7' B 25 25 25 2S 11.4' D 28 28 28 28 1011' C 27 Z7 27 27 28 10 6'-9' A r4' B 25 25 25 25 11'-2' D 29 29 29 20 101.1' C 26 28 28 28 21 11 6'-r A 6-11• B 25 25 25 25 101.7' D 29 29 29 29 91•r 0 26 28 26 28 5'-9' 12 S'-0" A66' 6•r B 25 25 25 25 10'-1• D 29 31 29 29 9'-1' D 28 26 28 28 27 13 5'-r A C•r 8 27 26 n 26 9'-T D 30 30 30 30 -0' a' D 211 29 2B 29 10 3 V.8. A 14'-10' A 22 26 28 28 21'-1' A 25 28 30 32 16'4' A 24 26 26 30 LIVE 35 IW.5• A 13'.7' A 23 26 27 29 19'-7• B 26 29 30 31 1T•5• A 25 26 28 29 A 4 1r-0' A 1Y -r A 23 25 27 28 18'-3• B 26 27 29 31 16'-3' A 25 26 27 29 8'-1' 45 16.1' A 111-91 A 24 25 27 28 1T-3' a 27 27 29 30 15'-3- B 26 26 27 26 8 517-r 13'-7' A 111-0' A 24 25 26 28 16•-4' 8 27 27 28 30 14'•5• B 26 26 27 28 22 SS 12-4- A 10'-4' A 24 24 26 27 15•-6' B 28 28 28 3D 13'-9' B 27 27 27 28 23 6 11'-4- A 91-101 A 24 24 26 27 14'•101 B 26 28 28 29 13'-1' B 27 27 27 26 25 6.5 10'-5' A 9'4' A 25 25 25 27 14'-2' a 28 28 28 29 17.71 B 27 27 27 27 28 7 914• A 6'-11' A 25 25 25 27 13'-8- C 29 28 29 29 12'-0' B 28 28 28 28 9'-1' 75 T-1' A 8.4• A 25 25 25 26 13'12' C 29 29 29 29 11'-7' a 28 28 28 28 D 866' 27 A 8•-r A 25 25 25 26 12•-6- C 29 29 29 29 1112- B 28 28 28 28 27 85 6-0' A T-10- A 25 25 25 25 1Y-2' C 30 30 3D 30 10'•9' B 28 28 26 28 28 9 7'6' A r -r 8 26 28 26 26 11•-10' D 30 30 3D 30 101.5' B 29 29 29 29 28 95 7'-r A T-3' B 26 26 26 26 11115' D 30 30 30 30 1C-1' C 29 29 29 29 28 10 614' A 71-0• B 26 26 26 26 11.11' 0 30 30 30 30 9••10' C 29 29 29 29 21 11 6'-r A 61•r B 26 26 28 26 10'-5' D 31 31 31 31 9%w C 29 29 29 20 5'-9' 1262• 51-8' A 6•r B 26 28 2S 26 8'-10' D 31 31 31 31 1-10' 0 30 SO 30 30 27 19 S' -r A 5'-10 ' B 27 27 27 27 9'S• D 31 31 31 31 1 01b' 1 D 1 30 1 30 30 1 30 10 3 2746' A 13'-7' A 23 27 28 30 19'-11' A 26 29 31 32 1T•5• A 25 27 29 30 LIVE 35 1916' A 12=5' A 23 26 28 29 1816' A 26 29 30 32 161-0' A 25 27 28 30 A 4 1T-01 A 11'-5' A 24 26 28 29 1T-2' B 27 28 30 31 14'-11• A 26 26 28 29 8'-1' 45 15'-1' A 101-8' A 24 25 27 29 16'-1' B 28 28 29 31 14.4' A 26 26 28 29 8 5 13'-7' A 101-0' A 24 25 27 28 15'-31 B 28 28 29 31 13'-4• A 27 27 27 29 22 5.5 17.4• A 9'-5' A 25 25 26 26 14•-5' 8 28 28 29 30 174• B 27 27 27 29 23 611-4* 26 A 8'-11' A 25 25 26 26 17.8' a 29 29 29 30 12'-0• B 26 28 28 28 25 6.6 101.51 A 8'-5' A 25 25 26 27 17-1' B 29 29 29 30 1116' B 28 28 28 26 28 7 9'-6' A V.1' A 25 25 25 27 12'4' B 29 29 28 30 11-01 S 28 28 28 28 9'-1' 7.5 9'61' A T4' A 26 26 26 27 17.7 B 30 30 30 30 IT -71 B 28 28 28 28 D 861-6" 27 A r4' A 26 26 26 27 1116' B 30 30 30 30 10'-3' B 29 29 29 29 27 85 0'-0• A T-1' A 26 26 26 27 11'-1• C 30 3D 30 30 WAV B 29 29 20 29 28 9T-61 28 A B'-9- A 26 26 26 26 10'-9' C 30 30 30 30 9'-r B 29 29 29 29 28 9S T -2'A D 6'6' A 26 26 26 26 10141 C 31 31 31 31 w -r B 29 29 29 29 28 10 6A' A 6-1 A Z6 26 25 26 101.1' C 31 31 31 31 911 B 30 3D 30 30 21 11 6-2' A 5'-17 A 27 27 27 27 8'4' C 31 31 31 31 64' B 30 30 30 30 5'-9' 12 51-8' A 5"!i' I A 27 27 27 27 6.111 D 31 3131 A 31 8'-1' C 30 30 30 30 27 13 5'•r A 6-2' A 27 27 27 28 8'6• D 32 32 32 S2 7.4' C 31 31 31 31 JA j" 3.T A6adud Single rreeslan0nng or Attached Shlpla "e8Standingor gle Freestanding or r SpenSDudwe MultispanUnits SpanSbu�re MullispanUnits e Mattis an Units GROUND TR1B MAX POST MAX h=POSTLENOTH MAX MAX POST LENGTH MAX POST LENGTH $NOW WIDTH POST I EOV POST MIN 00 8' I 101 I 1Y POST MIN OO7E 6 I 10' 12' :AM)ee TF.8'101(1YLOAD (FT) SPACIN FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED F00 E CONSTRAINED FOOTI (PSE) ON SLAB SLAB OM TYPE 'd- 'd 'd 'd (FT) TYPE 'd 'd 'd V 'd 'd(FT) M) M) M) M) On) ) M On)) M) M) M) m roe n oner me o 2D 3 11.17 A t014' A 21 25 27 28 15'-2' B 21 27 29 31 13'-T B 23 26 27 29 30 3.5 17-2" A 9=5• A 21 25 26 28 14'-0' B 24 27 29 30 174• B 23 25 27 28 28 4 8'-11' A 8'-0' A 22 24 26 28 17-01 0 25 26 28 30 111-6• B 24 25 27 28 26 4.5 T•11' A 8'-1' B 22 24 26 27 1Y-21 C 25 26 28 29 1C-11' B 24 25 26 28 25 5 r-1• A 7-T 8 22 24 25 27 11.6' D 25 26 23 29 1014' C 25 25 26 27 C 5.5 61S A T-1' B 22 23 25 27 10'-10' D 26 25 27 29 9'-10• C 25 25 26 27 91-10' 6 5'-11• A 6'4' B 23 23 25 26 1014' D 26 26 27 28 94' D 25 25 26 27 29 6.5 51S' A 64• B 23 23 25 26 9'•101 D 26 26 27 28 8'-11' D 26 26 26 27 28 7 5'-1' A 6'-0• B 23 23 24 28 9'-5' D 27 27 27 28 S -T D 26 26 26 27 28 75 C-9' A 51 V B 23 23 24 26 9'-1' D 77 27 27 28 6V• 0 26 26 26 26 28 8 416' A 50' B 23 23 24 26 8.6' D 27 27 27 28 T•111 D 26 26 26 26 D 8.5 4'-r A 631 B 23 23 1 24 26 6'-5' D I 27 27 1 27 27 r46' D I 27 27 27 1 27 81-51 9 3'-11' A 64' B 24 24 24 26 8'-1' D 28 28 28 28 rd' D 21 27 27 27 27 9.6 34r A 4'•17 a 24 24 25 26 T-10' £ 28 28 28 28 r -r D 27 27 27 27 20 3 rt' -f0' A 1W41 A 22 26 28 29 IV -2" B 25 28 30 32 13'-7' a 24 27 28 30 3.5 /0'-2" A 9'S A 22 26 27 29 14'-0' B 25 28 30 31 12'4' B 24 26 28 28 4 8' -it' A B' -e' A 23 25 27 29 t3' -W C 26 27 29 31 11'4' B 25 26 28 29 4.5 T-11' A 8'-1' B 23 25 27 28 t7 -r C 26 27 29 30 /0-I1' B 25 25 27 29 5 71-1• A r -T B 23 25 26 28 11'5 O 27 27 28 30 1014' C 26 26 27 28 5.5 614• A 7"•1• B 24 24 26 28 IV -10' O 27 27 28 30 91-10' C 26 26 27 28 6 6-11• A 61-r B 24 24 26 27 17.4' O 27 27 28 29 94' D 27 27 27 28 6.5 5'S A 64' B 24 24 25 27 9-10' D 28 28 28 29 e'-11' D 27 27 27 28 7 s-1 A C -C B 24 24 25 27 9S D 28 28 28 29 s' -r O 27 27 2'2" 3D 71' 5 4.4 A 5'-T B 24 24 25 27 9' -1' D 28 28 28 29 Ir -r D 27 21 27 27 8 4'-5' A 5'6• B 24 24 25 26 61' D 29 29 29 29 T41' D 28 28 20 28 9.5 4'•2' A 6-3' B 25 25 25 27 81-51 0 29 29 29 29 r6- D 28 28 28 28 0 3'-11' A 5'-0' B 25 25 25 27 8'-1• 0 29 29 29 29 7'4• D 28 28 28 28 95 1 3'•9' I A 4'-17 B 1 25 1 25 1 26 27 T-10' I E 1 29 1 29 1 29 1 29 11 r -r D 28 26 28 28 20 3 11'•10• A 1014" A 24 28 30 31 151-7 B 27 30 32 31 13'-r B 26 28 3D 32 3.5 101-r A 9'15' A 24 27 29 31 14'-0' 028 30 32 33 IZ-V B 27 26 30 31 4 V-11• A 64' A 25 27 29 30 13'-0• C 28 29 31 33 11'-8• B 27 27 29 31 4.5 T-11' A V-11 B 25 27 28 30 tY-r C 29 29 31 32 10.11' B 28 28 29 31 5 7'-1' A 7'•T B 25 26 28 30 11'6' D 29 29 30 32 1014• C 26 28 29 30 55 6'-5' A T-1' B 26 26 28 29 10'•10- D 29 29 30 32 9'•17 C 29 29 29 30 6 5.11' A 616' B 26 26 27 29 10'-4' 0 30 30 30 31 9.4' D 29 29 29 30 6.5 51-V A 64' 8 26 26 27 9'•t0' D 30 30 30 'D 29 29 29 30 7 5'•1• A 6'-0' B 26 26 27 29 9''D 30 30 30 D 30 30 30 3D 7.5 4-91 A 5.4• B 26 26 27 28 9'•1'D 31131 D 30 30 30 30 8 4'4' A 5'4' B 27 27 27 28 9'-01 D 3131 J11r •D 30 30 30 30 8.5 4'-r A 5-r B 27 27 27 28 6'-5' D 1131 D 30 30 30 30 8 3'•11' A 5'-0' B 27 27 27 29 0'-1' D 3232D 1 31 1 31 1 31 1 31 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 25 3 9'-T A 10'-1' B 21 25 27 28 14'•10' 23 7 29 31 3.5 6'•r A r -r a 21 25 26 26 1Y -r 24 7 28 so I�F� sio 4 T•r A a'4• B 21 24 26 27 176' D 24 28 30AQ� 45 64' A T -t7 B 22 24 26 27 111•10' D 6 28 29 p Ly. T S 5'-9' A T-' B 22 24 25 27 111-r 6 27 '�Y- 55 51•r A 61111• B 22 23 25 26 1(r-7" 27 (� 64'-V A B4'' B 22 23 25 26 10'•1' 27 Z8 6.5 4'-5' A 6-r C 23 23 24 28 9'-T 28 7 4'-1' A 6-17 C 23 M 24 26J. 9'-r 75 3'•10' A 5'•r C 23 23 21 26 ! 8'-17 28 ~�7 0 3'-r A 5'4' c 23 23 24 25 it1 8'-5 27 ' 8.5 3'4' A 5'-1' C 23 23 24 26 n 7 27 ICC ESR1398 (2012 IBC) 9/29/2013 Page 14 of 66 E . 0/2017✓ OCT 02 2013 c� o���P JUN 02 2015 9 00'p F R II �� o0 L1 HEADER ;(3004-1-134 ALUM. ALLOY) FOUR #8 SEE TABLE BELOW FOR 1 4' 1� SCHEDULE MWXET USED 1N\2' X 6 1/2' RAFTERS LATTICE TUBES 3 15'x1.5' e3• o% I z° © 2•xV H4' a/c 3•x3' 26• -a/c DETAIL L4 �. 1 r DT11' lel t 2'X31PS' o/c fff , LATTICE l t=0.024', 3105 H24 0.032' or ALUM ALLOY 0.040' �' ° JUN 02 201.5 J' ° R SEE TABLE 7.6 FOR L- 1.92' .FOR 2' X 6 1/2' R*7M ��SSI AL G/y' REQUIRED FASTENERS L• IV FOR 3' X ti' (tN9E7tS r � C 6 9TWO #8 SMS EACH SIDE THREE #8 SMS EACH SIDE FOR .o 150K613_ _ 3X8 RAFTERS IN 25 PSFryp •N * GROUND SNOW LOADS OR 140 CIVIL. MPH WIND AREAS m� 9. �CAi-I 2 3/4' FOR 3 X RAFTERS (6063-T5 &AAIM,'t'= 0.07n © RAFTER HANGER Mo j #8 SCREWS W/ 0 A S t t I SCREWS LONG HAN TTICE HEIGHT © RAFTER & SIDEPLATES SMS L4 POST/RAFTER/1AT110E TUBE r, i 3004-H34 ALUM. ALLOY) (3004-H34, ALUM.. ALLOY) _-� - 116 mph 0.040 Double 2x6 11' 15 M5 SCAEV W/ i0, OC RAFTER TO 0.042 0.042"x3'x8" 6' 9' HEADER CONTINUOUS 2°x6' OR 2x8" FM 0.042 L_L 12' IT 1 CONNECTION DOUGLAS FIR LEDGER OR 140 mph 0.040 Double 2x6 9' L BRACKETS ' PROVIDE SIMPSON STRONG Exp C 0.042 'r 'I 6063T6 TIE MSTA36 (ICC ESR 2105) AT I 17 'r 0.042 ALUM ALLOY SPLICE LOCATION 14' 15' t=0.060' COVER W/ 0.019' ALUMINUM #14 Screws 170 mph 1/4' LAG SCREW OR L8 BRACKET USED W/ 3'x8' #14 SCREW W/ 2.5' EMBED INTO WOOD AND 3'x3' RAFTERS 16 _...---_._----- Allow able Trb Wdth Wind No. of #8 Screw s Speed t (in) Header 2 3 4 5 116 mph 0.040 Double 2x6 11' 15 M5 SCAEV W/ i0, OC Exp C 0.042 0.042"x3'x8" 6' 9' 12' 15' FM 0.042 Double 3x8 12' IT STRUCTURE POST 140 mph 0.040 Double 2x6 9' 13' 15' Exp C 0.042 d.D42'x3' x&' 5' T 9' 17 0.042 Double 3x8 W 14' 15' #14 Screws 170 mph 0.040. Double 2x6 8' 12' 16 Exp C 0.042 0,042x3"x8' 4' ` , 6' 8' 11' 0.042. Double 3x8 8' 13' 15' 140 nph 16G mn 8" Steel C 15' Exp C 160 nin Double Steel C 15' 170 mph 16G rrin 8" Steel C 11' 15' 6tp C 16G mIn Double Steel C 15' DOUBLE HEADERS USE ONE BRACKET PER HEADER STUD SEE TABLE 2_ 7.5 COLUMN ANC4 EAQ SIDE FOR QUANTITY OWNG RAFTER STRl1CRIRE RAFTER ' 2--�HANGER 1 DE 1 (DETAD L7) L10 TERNATE RAFTER TO WALL CONN. 3' x 3' METAL POST . DETAIL L25 SEE GENERAL NOTE #19 AND - Type LATTICE NOTE #3 IGRT 1114 SBS UNITS MUST COMPY WITH 16G Steel 3x8 1 TABLES Ll AND L2 ON SHEET 3/0'x6' D GE011EMr M5 SCAEV W/ i0, OC 8 ACH SIDE OF POST. *ATTACHEED MAX WIND SPEED IS 115 mph FM EXPOSURE C RMER FUM 01ST OR HEAU R STRUCTURE POST TO DECK FLOOR JOIST' SR1398 ICC (2 012 IBC) 9/29/2013 STUD 2.S' 1' MIN �s 7 SEE GENERAL NOTE #23 SIX 1/4' LAG SCREWS OR #14 SCREWS W/ 25' OF PENETRATION INTO WALL STUD W/ MIN SG = 05 GLATTICE TO L6RAFTER CONN. LATTICE . RAFTER 3.00 0.7215. 0.72 --{ 0.93 I --I 0.72 POST --0.28 0 L93 1.56 3'00 0.37 I I 0.72 �I 10.17 t = .0.030' ALUM = 0.040' ALUM = OA41' OTMI Lit 3° ALTERNATE POST (3105 H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY N DOUBLE OR,�SINGLE 3'X8' STEELNC BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT 3' X 8' ALUM �— RAFTER BRACKET DETAIL L7 ,tom 3' X B' ALUM HEADER lL15 POST ALTERNATIVE FOR 1 SLAB ATTACHMENT ONLY \-#14 SHEET METAL SCREW. MAXIMUM WIND CONDITION IS 170 MPH EXPOSURE C Page 18 of 66 r *1V OCT 02 2093 Engineer's Stamp ALUM RAFTERS I /A --I �—'As �1 DOUBLE HEADER o OA40'X2'X6 625• OR D.042'X3'XB' 0.041'x3'x3' STEEL POST FOUR #14 SMS I L12 EACH SIDE NOTEr SEE SHEET MISC5a OR MISC51; FOR MOMENT, CONNECTION SPECS Amerimax2.921 US Hwy74� EXTERIOR HOME PRODUCTS Romoland,CA 92585 NTS 1-201 1 of 4 Req'd Beam I # of Type 114" bot AU C Beams "On Slab J 4 16G Steel 3x8 1 4 120 Steel 3x8 J 8 Double 12G Steel 3x8 8 ALUM RAFTERS I /A --I �—'As �1 DOUBLE HEADER o OA40'X2'X6 625• OR D.042'X3'XB' 0.041'x3'x3' STEEL POST FOUR #14 SMS I L12 EACH SIDE NOTEr SEE SHEET MISC5a OR MISC51; FOR MOMENT, CONNECTION SPECS Amerimax2.921 US Hwy74� EXTERIOR HOME PRODUCTS Romoland,CA 92585 NTS 1-201 1 of 4 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA; 16 Ga 31x8" Steel C Beam Detail LIS) 12 Ga 3x8" Stee C Beam (Detail LIS) Double 12 Ge 3'kS' Steel C (Detail LB TABLE 3.5 erred srnge Freestanding Or AftchedSlVo Freestanding or Attached Singe Freestanding or span struc5oe Multispan Units span Structure Muftis an Units span slrumve Multispan Units GROUND TRIS MAX POST MAX 27.6' D MAXPOSTLENGrH MAX 37 37 MAX POST LENGTH rAAX 39 39 MAX POST LENGTH SHOW DTH N( POST REDID ST MIN FSIZEER 33 34 26'-9' FOSIZE a- i;r IV FOOT POST 38 F0612E i 1NF7.DFOO LOAD FT) SPA NG OR SVACI POST 11.1. CONSTRAINED FOO SPACINGPOST C 34 CONSTRAINED SPACING POST E NS (PSF) 39 ON SLAB SLAB (FT) TYPE 'd 'd 'd •d (FT) TYPE 'd 'd 'd 'd (FT) TYPE 'd 'd 'd 'd 34 25.4• (FT) 40 4D 40 M) (i n) (In) (In) E 42 n) ) (n) On) 43 7 (In) pn) M) M) 150 MPH EXPOSURE C or 170 MPH EXPOSURE B 10 5 1 r 7' A 20'.1' C 32 32 34 265' D 35 35 36333' 43 73 E 38 35 38 LIVE 55 17.4• A 15.11' C 33 33 33 25'-r E 36 36 36 44 323' E 39 39 39 35 6 114' A 1r-10" 0 33 33 33 24'•10' E 37 37 37 45 31'-4' E 4D 40 40 35 8.5 10'-5' A 15.I V D 33 33 33 24'•2" E 37 37 37 45 30'4' F 40 40 40 36 7 66 A Ism, D 33 33 33 23'-7' E 38 38 38 46 29'-9- F 41 41 41 36 7.5 9'-1' A 154' D 34 34 34 23'•1• E 39 39 39 48 29'•1' F 42 42 42 35 8 6 8'6A 21'6 16 4' 0 34 34 34 27.6• E 39 39 39 47 25.5' F 42 42 42 36 0.5 8'-0• A 14'-0' 0 34 34 34 21'-9' E 39 39 39 48 . 2T-11' F 43 43 43 36 9 T6 A 131-6' D 34 34 M 21'-2' E 40 40 40 48 2T4' F 43 43 43 J6 9S T -r A 13' -0' D 34 34 34 20'•7• F 40 40 40 49 26.10 F 44 44 M 10'-2' 10 6.7 A 178• D 35 35 35 20'1' F 41 41 41 49 26.5' F 44 44 44 S FOR 10.5 66 A 17.1' D 35 35 35 164' F 41 41 41 26-0' F 45 45 45 11 6-Y A 111•71 D 35 35 35 iP-1• F 41 4/ 4t 251•T F 45 45 45 11.5 V-11' A 11,1' D 35 35 35 10-7' F 41 41 41 25'•2• F 46 40 46 12 S-0' A 16.7' D 35 35 15 18=Y F 42 42 42 24-10 F 48 46 40 13 S•Y A I 6.10' I D 1 35 135 35 1r-0' F 42 42 42 24'2- F 47 47 47 160 MPH EXPOSURE C or 160 MPH EXPOSURE B t0 5 /3-T A IV -10" 8 33 33 M 27.6' D 37 37 37 37 31-11' E 39 39 39 LIVE 55 17.4' A 1T-10 C 33 33 34 26'-9' E 38 38 38 38 39-11' E 40 40 40 41 8 11.1. A IF -11' C 34 34 34 26'-0' E 39 39 39 39 30'-0' E 41 41 41 42 6.5 t0'5' A 16'-2' D 34 34 34 25.4• E 40 4D 40 39 29'-2' E 42 42 42 43 7 66 A 153' D 34 34 34 24'-9• E 4D 4D 40 40 28'4' F 42 42 42 43 73 9'-1• A 14'-10 0 35 35 35 24-Y E 41 41 41 40 2T-10 F 43 43 43 44 8 8'6 A 14-3' D 35 35 35 2Y-0' E 42 42 42 41 2r3- F 44 44 44 45 83 8'-0' A 13'-9' D 35 35 35 23-Y F 42 42 42 41 26'-8' F 44 4444 45 45 9 T6 A 3 13'' D 36 36 36 2r-9' F 43 43 43 4S 26'-2' F 45 45 45 46 9S T -r A 17.10' 0 36 36 36 2r-2• F 43 43 43 42 25'-9' F 45 45 45 48 10 6.9•A 10 175' D 35 36 35 21'6 F 43 43 43 42 254' F 46 46 46 47 10.5 6•S A 1r-1' D 36 36 36 2ir-10' F 44 44 M 43 24'-11" F 46 46 46 48 11 6-Y A 11'-7' D 36 36 36 20'.3' F 41 44 M 43 24'-6' F 47 47 47 48 11.5 5-11' A 11'-1• D J6 36 36 16.9' F 44 44 44 43 24'-2' F 47 47 47 170 MPH EXPOSURE C or 180 MPH EXPOSURE 8 10 5 13'•T A 1r6 B 33 33 35 243• D 37 37 37 WIDTH POST REOD 35.7' E 40 40 40 LIVE 5S 17.4• A 16-T 8 34 34 34 234' D 38 38 38 29 �'.8• E 41 41 41 32 6 11'-4' A 15.9' C N 34 34 2r•I9' D 39 39 39 28 26.10 E 42 42 42 31 6S 10'5' A 1S-0' C 35 35 35 21-11' E 39 39 39 15.5• 25.1' E 43 43 43 24'4' 7 0'6 A 14'-4' C 35 35 35 21-1' E 40 40 40 25 2T-4' E 43 43 43 29 7.5 9'-1' A 13'-9• C 35 35 35 21'.4• E 40 40 40 22 26'-9• F M 44 44 29 a 66 A 13'-2' D 36 36 36 166 E 41 41 41 61-T 25-Y F 45 45 45 144' 6-a 54• A 1r-9' D 36 36 36 19'-1' E 41 41 41 7.10" 254• F 45 45 45 24 9 T6 A 173• 0 36 36 36 18.6 E 41 4S 41 251• F 46 46 46 22 9.5 T•2' A 11'-10 D 36 36 38 18I -W E 42 42 42 34 20-9' F 46 48 46 5'6 10 6'-9• A it's, D 37 37 37 1r6 E 42 42 42 15 24'3' F 47 47 47 78A 105 55' A It• -1• D 37 37 37 1T-11 E 43 43 43 20'-10 23.11• F 48 48 48 11 V-2' A f0'-91 0 37 37 37 16'-0' E 43 43 43 30 238' F 46 48 48 36 11.5 5'-11' A 10'6 0 37 37 37 163• E 43 43 43 23'-2' F 49 49 49 12 53' A 10'-2' D 37 37 31 1a'-11' E 43 47 43 27.10• F 49 49 49 GENERAL INSTRUCTlO S FOR ES TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 S. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIM SHOWN IN TABLE 3.5 ICC ESR1398 (2012 IBC) 9/29/2013 30 16 Ga 3x81 Steel C Beam (Detail L18) 12 Ga 3'SS" Steal C Beam (Detail 1-18) Double 12 Ga 3TLS" Steel C Detail L8 TABLE 3.5 chedSm(fe Freestand ng W ed Singe Freestanding or chedSinge Freestanding or 26 SPA structureMultispan Units pen Structure Multispan Units an Structure Mullis an Units MAX POST MAX MAXPOSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH WIDTH POST REOD POSTMIN 5 I 17 I 1S POST MIN OOT5 1r I IV POST MIN OOT 6 [ 17 15' AGROUNDTPoB (FT) SPACI OR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINEDFOO SPACIN POST SIZE CONSTRAINEOFOOT ON SLA SLAB (FT) TYPE 'd 'd 'd 'd (FT) TYPE 'd 'd 'd 'd (FT) TYPE 'd 'd 'd 'd 22 n) pnl M) MI ) ) n M) (In) M) On) n) 30 5 C-10' A 10'-0' E 22 24 26 28 17-4" F 27 27 30 32 253' F 30 30 32 M 5 5.5 4'-4' A 9'-9• E 22 23 26 28 15.2" F 28 28 29 3125'-5' 25'-S' G 31 31 32 34 6 6 4.4P A 5.11• E 22 23 26 27 1r3' F 28 28 29 31 24'-8' G 31 31 31 33 T 6.5 3'-8' A 8'•3•E E 22 22 25 27 15.5• F 28 28 29 31 24'4' 0 32 32 32 33 7 36 A T6 E 22 22 25 27 151.6• F 26 28 29 30 23-5' G 33 33 33 33 7.5 3'-Y A T -Y E 22 22 25 27 14'-11' F 29 29 29 30 27.11' 033 37 33 33 33 a W -W A 61-T E 22 22 24 26 144' F 29 29 29 30 2r5• G 34 34 34 34 8.5 7.10" A 64' E 22 22 24 28 13'-9' F 29 29 29 30 2r-0' G 34 34 K 34 9 r-8• A 61-0' E 22 22 24 26 11'3' F 29 29 2930 33 21'-T G 34 34 34 31 9.5 r6 A 5'6 E 22 22 24 26 17-9' F 29 29 1 29 28 21'-Y G 15 15 35 35 - 10 78A 55• E ZZ 22 24 26 17.4' F 30 30 30 30 20'-10 G 35 35 35 35 10.5 r3' A V -2"E 72 22 29 r 11'-11• F 30 10 30 30 W -W G 36 36 36 36 30 5 4'-10' A 1014• E 25 25 26 31 19'-4 F 30 30 32 34 25'3• F 34 34 34 37 5 5.5 4'4' A 9'-9' E 25 25 25 30 18'.2' F 31 31 32 34 25'-S' 6 34 34 34 30 6 6 4'-0' A 5-11' E 25 25 23 30 1T3' F 31 31 31 34 24'-a' G 35 35 35 36 T 65 T- r A W.I. E 25 25 27 29 16'5' F 31 31 31 33 24'-0' G 36 36 36 36 7 3.5' A TS' E 25 25 27 29 15'3' F 32 32 32 33 231.5• G 36 36 36 36 7.5 3'-Y A r -Y E 25 25 27 29 t4'-11' F 32 32 32 33 2r-11' G 37 37 37 37 D 3'-0' A 6'-9' E 25 25 26 26 144" F 32 32 32 32 27-S' G 37 37 37 37 83 7-10 A5J' E 25 25 26 2D 13-9' F 32 32 32 32 27.0` G 38 38 35 38 9 2'•r' A 64T E 25 25 26 2D 133' F 33 33 u 33 21'.7' G 1 38 1 38 1 36 1 38 OVER- NANO Post Description Max POST H91 Code TABLE3.2 TRIBUTARYYODTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF WHOLE SPAN STUCTURES (FT) 0.042'x3"xS" Aluminum Post 10' B Lt 5 Y 10' 11' 17 Is, 14' IV 16 Ir 18' 16 21' 21' 27 0' 4' 4S 5 5.5' 6 6,S T I's S 8.5' 0' 9.5 10' 10.6' 11' 1' 4.5' 5 55' S as r 7.5' S 8.5' 6 9.S Iw 105' 11' 11.5 7 5 5.S 6 6.5' r 7.5 8' 8.5' T 9.5 10' 105' 11' 115' I T 5.5' S 65' T I's 8' as 6 9.5' 10' 10.51 1t' 11.5' 17 12.5' 4' 6 6S T 75 6 as 6 9.5' 10' 10.5' 11' 11.5' lr 125' 13 5' 6.5' T 7.5' 6 85' 6 9.5' 10' 10.5' 11' 11,5 17 12-T 13 13S TABLE 3.3 Post Requirements for Attached Single S an Structures Post Description Max POST H91 Code Detail 0.042'x3"xS" Aluminum Post 10' B Lt 0.024"x3'53"Post with Sideplat 11' 8 L24 Clover 0.030'x3'.53" Alum 11' C 1-11 Alum • Clover 0.04MSquarel 11' D 1-11 Colonial 0.0uded 17 E AE 0.041'53 x2llover 11' F L110.041'x3'53lover *12 t)' G L113/16"x3'53"quare 15' H L213116'Xb'S3'oafs d= 41 1Y 1 L213116'x4'54'quare 15 J L213/16"x5'55" ware 15' K L21 S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerlmax Exterior Home FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (1-141129). DETAILS MAY REQUIRE POSTTO UPGRADED. 1 8 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L7 AND L2 ON SHEET MISCS Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEA 3441 IvyBnk Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg, VA 24503 SLAB S. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cartputnam@comcast.net SLAB S. FOLLOW 9.11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 17 of 66 TABLE 3.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description M um F I Max Heigh POST Code Detall # 0.041'x3'53" Steel Clover d= 9 1 8 1.11 0.041"x3'YZ'SteelClover d= 2 8 I B L71 3/16'53"x3" Steel Square d= 3 121 3116•x3"x3" Steel S e d= L21 3/16'X3 k3" Steel uare d= *12 L21 3116'x3"x3' Steel oar d= 3 31169L4"x4"Steel I1Br d= 41 L21 L16 3/8' BOLTS W/ i' DIA. x 3/32' THK. STL. WASHER TO 8' STEEL 'C' BEAM 5.5' SEE TABLE 7.4 COLUMN 'N' FOR QUANTITY 1.575' 2.843' FOR #14 SELF DRILLING SCREWS SEE TABLE 7.4 COLUMN 'L'. r 0.097• BRACKET 6 6'SQ 3T6 ALUM) ST 1.0' CONNECTOR 2 1.0' IF DETAIL L29 IS NOT USED ATTACH LAl =1 0.750• SIDE PLATES AS PER RETAIL L26 -� 3 .091 8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY 0.041x3'x3' OR #14 SELF DRILLING SCREWS STEEL POST SEE TABLE 7.3 COLUMN 'G' FOR QUANTITY 0.875" 20 GA ASTM A653 GRADE 33 STEEL BRACKET RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" FOUR #8 WOOD SCREWS INTO RAFTER AND - SAVE OVERHANG ASCIA HWER SPLICE MUSr BE 8" 12" 18" 24" 30" Ll 9 HEADER SPLICE DETAIL PER RAFTER CE111TIiED ON POSE o 0 '• 17.01 rONE RAFTER ROOF COVERING IS A MAXIMUM Z. 2x6 ETAIL "A" OF 3 PSF HEAVIER ROOF COVERING I DF WOOD SHALLREQUIRE ADDITIONAL A FASCIA 16 GAUGE (t=0.059') ENGINEERING ANALYSIS 2- 2' X 6 11f WEPLAMS X 3' 2x WOOD FRAMING 25'-0' SX OF OCOOw1M DOUGAS FIR-LARCH s 113A :*A 0 SEE GENERAL NOTE #23 #R Lattice=140 Exp C 0.019' ALUM OR 0.035' 254Y 26-U VINYL COVER 27.6' ' 0 SFE TABLE 7A f FOR MAXIMUM "'V` ALUMINUM FOR FASITAM OVERWG SEE RAFTER SCHM. SCHMLE o RW ALTERNATE EAVE ATTACHMENT 0.042'x3'x8' BOX FY_ 50 K$I r BEAM WRAP 7.75" ` DETAIL L1 L18 12 and ,16' GA --3'x8' STEEL C BEAM W/ 0.042X3'X8' ALUM WRAP v 3'-6' L21 I 11 ' 3', 4', 5' OR 6' ASTM A500 GRADE B STEEL POST SEE GENERAL NOTE #9 FOR CORROSION PROTECTION ICC ESR1398(2012 IBC) 9/29/201 EXISTING DF r / FRAMED WALL 3.5' MIN --- C68 Seal with permanently flextate 6 waterproof 613012 sealant CONTINUOUS 2'x8" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE cf'/�� IVII LOCATION ESR 2105) AT SPLICE In, COVER W10.019' ALUMINUM F AL.�F SEE GENERAL NOTE #23 __ __ _ _ 1/4' Lag Screw ATTACH LATTICE COVER AS PER L7 1 Completely Seal with permanently flexible & waterproof sealant 24' MIN PENETRATION INTO WOOD FRAMING 1'oolminp L22 SIUCCO AnACHMEmT DEVIL W/ MIN SG = 0.s L, WITH LEDGER BD Synthetic Stucco sor other non-structural covering (i' max. thick) Sheathing SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 Page 19 of 66 OCT 02 2013 Engineers Stamp LivelSnow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" Solid C nw Wind - SAVE OVERHANG HWER SPLICE MUSr BE 8" 12" 18" 24" 30" Ll 9 HEADER SPLICE DETAIL 2- 014 SMS CE111TIiED ON POSE o 0 2.5" 17.01 ,SDE 3'-8' lattice=135 Exp C 2x6 3'X8'HEM o 3'x8' 12 (t=0.105') OR 23'-10" 1T-1' 0 16 GAUGE (t=0.059') 25'-0' 2- 2' X 6 11f WEPLAMS X 3' STEEL C BEAM 25'-0' SX OF OCOOw1M POST 0.042'x3'x8' BOX FY_ 50 K$I r BEAM WRAP 7.75" ` DETAIL L1 L18 12 and ,16' GA --3'x8' STEEL C BEAM W/ 0.042X3'X8' ALUM WRAP v 3'-6' L21 I 11 ' 3', 4', 5' OR 6' ASTM A500 GRADE B STEEL POST SEE GENERAL NOTE #9 FOR CORROSION PROTECTION ICC ESR1398(2012 IBC) 9/29/201 EXISTING DF r / FRAMED WALL 3.5' MIN --- C68 Seal with permanently flextate 6 waterproof 613012 sealant CONTINUOUS 2'x8" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE cf'/�� IVII LOCATION ESR 2105) AT SPLICE In, COVER W10.019' ALUMINUM F AL.�F SEE GENERAL NOTE #23 __ __ _ _ 1/4' Lag Screw ATTACH LATTICE COVER AS PER L7 1 Completely Seal with permanently flexible & waterproof sealant 24' MIN PENETRATION INTO WOOD FRAMING 1'oolminp L22 SIUCCO AnACHMEmT DEVIL W/ MIN SG = 0.s L, WITH LEDGER BD Synthetic Stucco sor other non-structural covering (i' max. thick) Sheathing SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 Page 19 of 66 OCT 02 2013 Engineers Stamp LivelSnow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" Solid C nw Wind SIZE SAVE OVERHANG (24" OIC 8" 12" 18" 24" 30" 10 Pst 2x4 2510 20'-9' 17.01 r-1' 3'-8' lattice=135 Exp C 2x6 25'-0' 25'-0' 25-0' 23'-10" 1T-1' 2x8 25'-0' 25'-0' 25'-0' 25-0' 25'-0' 10 psi 2x4 25-01 19'3' 111-6' T -i' 3=81 Lattice=140 Exp C 2x6 254Y 26-U 25-0' 27.6' ' 16'-r 20 25-C 25'-0 2$-0' 25'0 25'-0' 20 Pst 2x4 19'-0' 10-3' 5-10' •3'4' 1-8' Lattice=170 Exp C 2x6 19•-0' 19'-01 IT -1" 111-9' 8'-4' 2x8 IV -0' 19'-0 19.0' 19'-0' 16'-8' 25 pet 2x4 IV_V 1113' S4' 3'-8' 1'-9' Lattice=170 Exp C 2x6 18'4Y 181-9 IN -O' 17-101 V-1• 2x8 181-0' 181-0' 194' 18'-0' 181-0' 30 PSI 2x4 Ir -V 9-21 S -r 7-8' 0'-0" Lattice=170 Exp C 2x6 1r-0' 1710' 15•-3' 11x4" T-1' 2x8 1r -O '171.0 it -W 1r_V 14'-9• 40 Pal 2x4 14'-0' &-r 3'4' 0'-0' 0'-0" Lattice=170 Exp C 2x6 IW -V 14'-0' 111-0' T-2' 4-7' 2X8 14'4' 14'-0' 14'-0' $C -V 1 10.9• 60 pet 2x4 9'-0'4'-0" 0'.01 0'.0' 64" Lattice=170 Exp C 20 9'0 9'4'61-91 4401 z-11 20 9-01 9'-0' 54Y 81-8" 5-10• cmenmax28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 VM VA. TM BEJ/CP NTS Com gonen a Parts & .�onn1-4CectiF.- tails LT02-2012 2 of 4 r 2" 0.024 6 5/8' SEE DETAIL L26 r 2"-� 0.024' 0.024' 3' 6 5/8- 3. L 3- SQUARE COLUMN (3004-H34 ALUM. ALLOY) L24 21 x 6.5' SIDEPLATES (3004-1-134 ALUM. ALLOY) Lattice or Solid Panels Alun. Bracket (t = CA DETAIL L9 Lattke or Solid Panels��6" MIN #8 SMS —'�- '1 3' x 8' Header #1 1 •1 (U42') FOUR 414 SMS EACH SIDE F EACH HEADER I 1 I I 3"x3" POST --"1 1 1 I I U.U42-x3-X8' Alcoa 3' x 8' Heade (0.042') ' x 6' Slde Plate MIN 4I 3' x 8' 3"x3 2x6.5" SIDEPI FOUR #14 SMS EACH SIDE FOR 140 MPH EXP C SLAB ATTACHMENT AND UP TO d=26' FOOTING. I' OR 1/2 '0 GALVANIZED OR STAINLESS STEEL HILTI KWIK BOLT TZ CONCRETE ,I. ANCHOR (ICC ESR 1917) W/ 2' EMBED L AND 1'0 WASHER/OR EQUIVALENT A /\ " " " L25 • Z9° POST I SIDEPLATES ALUM. FOOTING ALUMINUM BRACKET FOR CONNECTING BRACKET POST TO FOOTING OR 4' SLAB (6063-T6 ALUM ALLY) SINGLE SPAN ATTACHED UNITS ONLY •••ti4 REQUIRES SIDEPLATES AS SHOWN IN •. ..• DETAIL L26 SLAB OR F00 NG ALTERNATE 1.5" 3"0" ALUMINUM RAFTER L30 RAFTER -`� TWO #10 OR #14 SMS ATTACHMENT LATTICE HEADER TOP MOUNT BRACKET 0.21- STEEL Fy = 33 kei a- BRACKET IS 1.094' WIDE SMS 8" 2x0 LW= WAN a* r*f ALUM ` sM MOMHm r`" RAFTER /lain• sanw TOP MOLW hwa•.d... 0.042"x3"x8" HEADER "B" 3'x8' HEADER CONNECTION SEE NOTE FOR DIMENSIONS 'A` AND 'B' 0 NOTEi SEE SHEET MISC5a OR MISC5b FOR SPECS ON MOMENT CONNECTION Live `J MAX "L" FOR TOP Load Wind Speed OR SIDE MOUNT 16" a1c 24"o/c (pso and Exposure 10 130 mph Exp B 23'-9" W-10" ALL HOUSE PENETRATIONS 140 mph Exp B 2r -r' 15-1" MUST BE COMPLETELY AND 116 mph Exp C 23'-9" 15-10•' PERMANENTLY SEALED 130 mph Exp C 18'-10" it -r' 0.125"x1.5"x1.5" STEEL 140 mph Exp C 16'-6" 10'-10" 20 1 140 mph Exp C 1r -S' 8'-3" NOT ALLOWED IN SNOW LOAD AREAS L a* SEE GENERAL NOTE #9 FOR CORROSION PROTECTION l L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS L28 BETWEEN SCREWS IDE MON B CET MAXIMUM F❑❑TING SIZE IS d=26" SAVE ATTACHMENT /4• SAVE OVERHANGND ICC ESR1398 (2012 IBC) 9/29/2013 A 'L' MUST ALSO COMPLY WITH DETAIL L17 LEDGER BOARD Page 20 of 66 "A" 4-8 #14 SMS EACH SIDE SEE NOTE f2'X6' SIDEPLATES SEE NOTE FOR THICKNESS I REQUIREMENTS-. FOUR- 114 EACH SIDE, s� MAXIMUM FOOTING FOR DETAIL IS d=26' t\ JUN 02 2015 681 `J ATTACH PER TABLE 7.5 - STEEL POST REQ REQUIRED SLAB V MIN GAP BETWEEN EXISTING EAVE FOR CONSTRAINED LEDGER AND ROOF FDR DRAINAGE WOOD FRAMING ALUM FOOTINGS ALL HOUSE PENETRATIONS FTEF MUST BE COMPLETELY AND /14X1.5" SCREWS D D PERMANENTLY SEALED 6 PLACES I B 0.125"x1.5"x1.5" STEEL D (Fy=33 KSI) "L- BRACKET A, d <51' B=24' a Q 2' SPACING l L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS L28 BETWEEN SCREWS IDE MON B CET MAXIMUM F❑❑TING SIZE IS d=26" SAVE ATTACHMENT /4• SAVE OVERHANGND ICC ESR1398 (2012 IBC) 9/29/2013 A 'L' MUST ALSO COMPLY WITH DETAIL L17 LEDGER BOARD Page 20 of 66 "A" 4-8 #14 SMS EACH SIDE SEE NOTE f2'X6' SIDEPLATES SEE NOTE FOR THICKNESS I REQUIREMENTS-. FOUR- 114 EACH SIDE, s� MAXIMUM FOOTING FOR DETAIL IS d=26' t\ JUN 02 2015 681 OCT 02 2013 Engineers Stamp 3" v. a.. 9" ---� . D d• �NCREiE FOOTING ' L29 d _VIII FREESTANDING OR ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL Amerimax28921 US Hwy 74 EXTERIOR HOME PROOUCTS Romotand,CA 92585 NTS I For *ratio " &' Commercial ' Lattice Structures �i 3of4' `J SHEET MS - STEEL POST REQ REQUIRED SLAB FOR CONSTRAINED 3/8' x 9' STEEL FOOTINGS REBAR EMBEDDED AT 'B' DEPTH 4 D D D d<33' B= 9' I B d<38' B=12' o D d<46' B=18' A, d <51' B=24' a Q p d OCT 02 2013 Engineers Stamp 3" v. a.. 9" ---� . D d• �NCREiE FOOTING ' L29 d _VIII FREESTANDING OR ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL Amerimax28921 US Hwy 74 EXTERIOR HOME PROOUCTS Romotand,CA 92585 NTS I For *ratio " &' Commercial ' Lattice Structures �i 3of4' 7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE i Table7.3: Required Number of Fasteners for Shearing Loads Atuminum Material Gage On) Steel Gage (m) 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.041 0.041 Trlb Width (ft) Allowable Width for Attached Tyro Post Structures on Slab ' Live or Ground Snow Load A 10 sf 20 psf 3 47-10" 22'-7" 3,5 36'-8" 19,41, 4 32'-1" 16'-11" 4.5 28'-6" IVA" 6 264" 13'-6" 5.6 23'-4" 12'-4" 6 21'-5" 11'-3" 6.5 19-9" lV-V 7 18'-4" Na 7.5 1T-1" We 8 16-0" n/a 8.6 15'-1" n/a 9 J 14'-3" n/a POSTPOST CODE DESCRIPTIONS IDETAIL 9 A B C D E F G H 1 J 1V #14 318" B 3/8" B #14 #14 3/8"B #14 318"B 9114 318" B ooier Design Clover 0.040"x3"x3"Alum Sae Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT G d On) Obs) 12a 590 res 192 210 sill 310 1384 507 1622 12' 12 90 1 1 1 1 1 1 1 1 1 1 1-21, N17, AG 13 114 1 1 1 1 1 1 1 1 1 1 1 2 14 143 2 1 1 1 1 1 1 1 1 fi 2 15 176 2 1 1 1 1 1 1 1 1 1 2 16 213 2 1 1 2 2 1 1 1 1 { 1 2 17 256 2 1 1 2 2 1 1 1 1 1 2 18 304 3 1 1 2 2 1 1 1 1 1 2 19 357 3 1 1 2 2 1 2 1 1 1 20 psf Slab I ISC 20 417 4 1 1 3 2 1 2 1 1 7 3 21 482 4 1 1 3 3 1 2 1 1 1 3 22 555 5 1 1 3 3 1 2 1 2 f 1 3 23 634 5 2 1 4 4 1 3 1 2 1 3 24 720 6 2 1 4 4 1 3 1 2 1 10 psSlab I ISS 722 6 2--T 4 4 1 3 1 2 1 3 25 84 7 2 2 5 4 1 3 1 2_ r POSTPOST CODE DESCRIPTIONS IDETAIL 9 MAX POST HGHT A Twin 0.060"xl.5xl-5" Scroll AC 9 B 0.042"x3"x8" Aluminum Post L1, N30 1V B 0.024"Post with Sideplates L24, N16, SK 11' C Clover 0.030x3"x3" Alum L11, N11, AH 11' D Clover 0.040"x3"x3"Alum L11, N11, AH 11' E Colonial 0.062" Extruded AE 17' F 0.041"x3"x3" Steel Clover L11, N11, AH 11' G 0.041"x3'x3" Steel Clovel L11, N11, AH V H 3/16'x3"x3" Steel Square L21, N17, AG 15' 1 3/16"WX4" Steel Square L21, N17, AG 12' J 3116"x5'x5" Steel Square L21, N17, AG 15' K 3/16"x6'x6" Steel Square L21, N17, AG 15 L 3/l6'x6'x6" Steel Square 1-21, N17, AG 1 15 I ula F.c 27 1025 9 2 2 6 6 2 4 1 3 4 1 28 1143 9 2 2 6 6 2 4 1 3 1 29 1270 n1a 3 2 7 7 2 5 1 3 1 30 1406 Na 3 2 a 7 2 5 2 3 1 1 31 1552 We 3 2 9 8 2 6 2 4 2 32 1707 n/a 3 3 9 9 2 6 2 4 2 33 1872 Na 4 3 n/a 9 2 7 2 4 2 34 2047 n/a 4 3 n/a n/a 3 7 2 5 2 35 2233 n/a 4 3 n/a n1a 3 8 2 5 2 36 2430 Na 5 4 n/a We 3 8 2 5 2 37 2638 n/a 5 4 n/a n1a 3 9 2 6 2 38 2858 n/a 5 4 Na Na 3 Na 3 6 2 39 3090 rda 6 4 n1a n1a 4 n/a 3 7 3 40 3333 Na 6 6 Na We 4 n/a 3 7 3 41 3590 n/a 7 5 We We 4 We 3 8 3 42 3859 n/a 7 5 rde n/a 4 n1a 3 8 3 43 4141 n/a 8 6 n/a Na 5 n/a 3 9 3 44 4437 n1a 8 6 Na n1a 5 n/a 4 9 3 45 4746 Na 9 7 n1a n/a 5 n/a 4 n/a 4 46 5070 n/a 9 7 n1a n/a 6 n/a 4 Na 4 47 5407 n/a Na 7 n/a We 6 n/a 4 n/a 4 48 5760 n1a n/a 8 Na Na 6 n/a 5 n/a 4 49 6128 n/a n/a 8 n/a n1a 7 n/a 5 n1a 5 50 6510 We n/a 9 Na nfa 7 n/a 5 Na 5 astener a no og9 #14 SMS = #14 sheet metal or SDS screw. 1/2" minimum length TABLE 7.6: 3/8" H = 3/8" Diameter Bot —=C1 See General Notes for specifics on fasteners LIVE/ O/C Olearspan on tins cnan is the alstanee from me wdu to u1c In Al rvw - wwnu,a. Hilt! Kwik Boit TZ 318" diameter and 2" embed and 1" dia steel washer: ICC ESR 1917 or othE anchor w/ 400# allowable shear and 200# allowable tensile vs live, snow, wind and seismic loads, Masonry anchors must have an allowable shear value of 400# and 200# tensile for live, snow, wind or seismic loads or be specified by a design professional. #14 screws must have 1.5" of penetration into solid wood. 1/4" Leg screws must have 2 1/4" of penetration into studs and 0.5" washers These tag screws must be installed as perAFPBA NDS Section 11.1.3. See General Note #11 for washer specifications. 10 and 20 psf are live or snow toads, 25.60 psf are snow loads For ANC3 and ANC4 wood framing imust be SG=0.5 or denser (Douglas Fir- Lerch; Table 7.4: Required Number of Fasteners forTenslon Loads 2 Aluminum Gage On) 2 1 5 0.036 0.06 0.060 0.090 0.100 1 5 K L M n/a 2 1 6 31V B #14 316" B 318" B 014 gn oo a BOLT SMS BOLT BOLT SMS Uplift Size 554 132 e85 1442 234 (Ibs) d On) 1 1 1 1 1 90 12 1 1 1 1 1 114 13 1 2 1 1 1 143 14 1 2 1 1 1 176 15 1 2 1 1 1 213 16 1 2 1 1 2 256 17 1 3 1 1 2 304 18 1 3 1 1 2 357 19 3333 4 1 1 2 417 20 1 4 1 1 3 482 21 2 5 1 1 3 555 22 2 5 1 1 3 634 23 2 6 1 1 4 720 24 2 8 2 1 5 1025 27 3 9 2 1 5 1143 28 3 n/a 2 1 6 1270 29 3 n/a 2 1 7 1406 30 3 n1a 2 2 7 1552 31 4 n/a 2 2 B 1707 32 4 n1a 3 2 8 1872 33 4 n/a 3 2 9 2047 34 6 n/a 3 2 n/a 2233 35 5 We 3 2 n/a 2430 36 5 n/a 4 2 n1a 2638 37 5 n1a 4 2 n/a 2858 38 6 We 4 3 n1a 3090 39 7 n1a 4 3 Na 3333 40 7 Ma 5 3 Na 3590 41 7 n/a 5 3 Ma 3859 42 8 n/a 5 3 n/a 4141 43 9 rda 6 4 Ma 4437 44 9 n1a 6 4 n/a 4746 45 Na n/a 6 4 n/a 5070 46 n1a Na 7 4 We 6407 47 rda n/a 7 4 n/a 5760 48 We We 8 5 n1a 6128 49 n/a n1a 8 5 n/a 6510 50 WIND SPEEC SNO SPACING SPACING SPAN (MPH)AND LOAD CONCRETE MASONRY (FT) EXPOSURE (PSF) ANCHORS ANCHORS 3 14013 10 12" 10" 12' 115 C LIVE 2 3 24' 140 B 20 9" ` 7" 13' 140 C LIVE B' 7" 20' 25 9" 7" 13' 3 18' 7" 20' 30 9" 7" 12' 4 IF 18' 18' ICC ESR1398 (2012 IBC) 9/29/2013 Page 60 of 66 rUD ®16" O/C SPACING X 2- 114" LAG EWS SCREWS 1 1 2 2 2 2 3 3 2 2 3 3 2 2 3 3 1 Spacing between bolts and screws shall be 2.5 times the shank diamter. 2 The edge distance of bolts and screws shall be 3 times the shank diamete 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant fine of action of the load ABLE 7.6: WALL A-rTACHMENTS FOR LATTICE GOVERt GRND Wind 0 2 Lag 3 Lags SNO Speed Screws• ALUMINUM RAFTER SPACINC LOAD and per 12" 16" �UM24" &Tg 36 PS Ex osure RafterS�M 140 mph 10 LIVE 14 120 EXP 2 3 26' 26' 1 24' 19' 16' 26' 28' 26' 26' 24' ZO 170 EXP 2 B' 18' 2' 10' 8' LIVE 160 EXP 3 18' 16' 18' 15' 17 4 IF 18' 18' 18' 16' 25 2 18' . 18' 13' 11' 9' 3 18' 18' 1 B' 16' 13' 4 18' 18' 18' 18 ' 18' 30 170 EXP 2r171 17' 11 9' 7- 3 1T 17' 14' 11' 4 17' 17' 1T 15' 40 2 13 8' T 5'3 15' 13' 10' 8'4 15' 15' 14'60 2 8 5' 4- 3 3 12' 8 7' 7- S 'Screws are #14 screws w/ 1.b- emeeament into to -u.a sono woos tuougias np TABLE 7.7 STUCCO ATTACHMENT TO WALL ALLOWABLE DISTANCE TO FIRST ROW OF POSTS Ground Snow Load (psf) IV o/c 24" o/c 2 Lag 3 Lags 3 Lags 4 Lags Exp B Exp C Live 10 Live 10 Live 10 Live 10 Live 20 25 30 40 60 1V-6" 13' 10'-9" 9'-3" T-1" T-8" 8'-6" 4'-10" 74" 20'-2" 19'-6" 16'-1" 13'-10' 10'-7" 11'-7" 9'-9" T-5" 5' 13'-6" 13' 10'-9" 913" T-1" T4" V-6" 4'-10" 3'-4" 16' W4" 12'-4" 17-4" 9'-5" 10'-3" 8'-8" 6'-7" 4'-5" 115 MPH WA 140 MPH 115 MPH 130 MPH 140 mph 140 mph 140 mph 140 mph 140 mph 140 mph Baa — oa r .,," ., ",. --- --- __ - Lath Slru ures always use 115 mph Exposure B for the wind condition Am imax xterior Home Products 289 1 u5 74 Ro oland, A 92585 ESSI Ca Putnam, E, VU 3 1 Ivylink P ce Ly chburg,VA 24503 r (4 ) 384.2514 * 68139 OCT 02 2013 -k/30/2017 Y* ) JUN 02 2015 Mlsc3-2012 2.000 /-WALL HANGER LONG 2' ANGLE Allowable Fan Beam Spans 606375 ALUM 0.0481"x1.5"x2.5" 2"x2" Fan Beam B- ONE #14x2• 15'-10" 23' SCREW ONE #10 SMS SCREW FAN BEAMFAN FAN BEAM WALL HANGER r /-FASTEN TO HANGER BEAM 0,042'x3'x8' HEADER CEILING FAN OR L LIGHT FIXTURE POST ICC ESR1398 (2012 IBC) 9/29/2013 STRUCTURAL' PANEL 1.5' or 2' A 0.045 2'X2' FAN BEAM 6063T5 ALUM 2.000 1.430 NO ORIENTATION SPECIFIED R0.170 I 1 x0.060 F 0A481xL51x2.5' 6005T5 3.00 2'x2' FAN BEAM 0.72 -1.56-1 0.72 — 10.93 �-- 4 0.042'x3'xB' 0.72 HEADER --� 0.28 93 156 3.00 0.37J 0.72 --� � 0.17 t = 0.041 " 3' X 3' CLOVERLEAF HEADER (A-653 Fy=40 KSI STEEL) CONFORMANCE TO THE APPLICABLE ELECTRICAL CODE IS OUTSIDE THE SCOPE OF THIS DETAIL AND MUST BE APPROVED SEPERATELY, 02 20,5 *1\ EXP. 'IT OV Page 59 of 66 Weight of Allowable Fan Beam Spans fan/lights 0.0481"x1.5"x2.5" 2"x2" Fan Beam 3x3 Steel Beam 30 lbs 15'-10" 23' �Amerimax 28921 US Hwy 74 Cf �\P' EXTERIOR HOME PRODUCTS Romoland, CA 92585 VIVO! or TVM CA1:1F OCT 02 2013 35qCPr-- NTS Miscellaneous Details Engineer's Stamp .Misc2-2012