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BPAT2015-003178-495 CALLE TAMPICO LA QUINTA, CALIFORNIA §2253 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: LIFETIME PATIOS P 0 BOX 5806 . LA QUINTA, CA 92248 COMMU DE JUN BPAT2015-0031 60750 TRILOGY PKY PKY 764390021 TRILOGY BOCCE SHADE STRUCTURES $8,000.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License. No.: 770843 Date: J Contractor: OWNER -BUILDER DECLARATION 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.). (1 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 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 Lender's Address: Pte' E�Fj�A.. IT 3 2015 QUINTA VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: TRIOLOGY AT LA QUINTA MAINTE 60311 TRILOGY PKWY LA QUINTA,,CA 92253 Contractor: LIFETIME PATIOS • P 0 BOX 5806 LA QUINTA, CA 92248 (760)772-0013 Llc. No.: 770843 Date: 6/3/2015 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 provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: 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 3700 of the Labor Code, I shall forthwith comply with thos provisions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000).. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND'ATTORNEY'S FEES. 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 enter upon the above- mentioned pro e y for inspection purposes. Date: Signature (Applicant or Age - _ FINANCIAL ,• 1. =,FDESCRIPTIONt , ,;•. ,} "` Y "ACCOUNT=AMOUNT _' ;� r x PAIDrPAID'DATE` BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 6/3/15 v „ i PAID BY ter, a f� i " t; �METHODx a r RECEIPT#�CHECK�#,r r CLTD:BY " LIFETIME PATIOS DEBIT R6713 MFA Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $1.00 DES TION' ; ACCOUNT .,.,,' QTY 'AMOUNT tk PAID ., ' PAID DATE PATIO COVER, STD, OPEN 101-0000-42404 0 $194.34 $194.34 6/3/15 -s, 'PAID BY j ` ' a f b METHOD .. ,: z •F - RECEIPT'# �. CHECK°# i" CLTD BY LIFETIME PATIOS DEBIT R6713 MFA §-DESCRIPTION ,`. r -ACCOUNT.. �, k � ^' TY -e IK AMOUNT - , t PAID PAID DATE PATIO COVER, STD, OPEN PC 101-0000-42600 0 $191.44 $191.44 6/3/15 A PAID BYZ ` "tr. _.�s B —METH ei ¢$'RECEIPT# .` '` ._ °CHECK # CLTD BY LIFETIME PATIOS DEBIT R6713 - MFA Total Paid for PATIO COVER / COVERED PORCH % LATTICE $385.78 $385.78 'DE.SCRI,PTION zs �` ACCOUNT "' QTY AMOUNT: ePAtD ,° _ PAID DATE SMI -RESIDENTIAL 101-0000-20308 0 $1.04 $1.04 6/3/15 '' PA BY z r t METHOD ' �� Y RECEIPT4 # u f , =r:CHECK # CLTD BYE' LIFETIME PATIOS DEBIT R6713 MFA Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $1.04 $1.04 . • i Description: TRILOGY BOCCE SHADE STRUCTURES ADDITIONALSITES Type: PATIO COVER Subtype: Status: ISSUED Applied: 6/3/2015 MFA Approved: 6/3/2015 MFA Parcel No: 764390021 Site Address: 60750 TRILOGY PKY PKY LA QUINTA,CA 92253 i CHRONOLOGY L Subdivision: TR 30023-3 Block: Lot: 193 Issued: 6/3/2015 MFA Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $8,000.00 Occupancy Type: Construction Type: Expired: 11/30/2015 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 CONTACTS Details: (2) SHADE STRUCTURES FOR BOCCE COURTS 400 SF EA. THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATION. PER 2013 CALIFORNIA BUILDING CODE NAME TYPE NAME '-- Y Printed: Werinmday, June 03, 201.5 3:54:16 PM 1 of 2 ADDITIONALSITES CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME '-- Y :.; -ADDRESSl CITY STATE ZIP _ PHONE" E _ " FAX ` `.EMAIL` APPLICANT LIFETIME PATIOS P 0 BOX 5806 LA QUINTA CA 92248 CONTRACTOR LIFETIME PATIOS P 0 BOX 5806 LA QUINTA CA 92248 OWNER TRIOLOGY AT LA QUINTA MAINTE 60311 TRILOGY PKWY LA QUINTA CA 92253 Printed: Werinmday, June 03, 201.5 3:54:16 PM 1 of 2 DESCRIPTION - .,ACCOUNT � QTY Q7 AMOUNT =PAID -: PAID DATE sRECEIPT # #.,I "METHOD ,PAIDBY `� " .CLTD P , ,.CHECK By! PATIO COVER, STD, 101-0000-42404 0 $194.34 $194.34 6/3/15 R6713 DEBIT LIFETIME PATIOS MFA OPEN PATIO COVER, STD, 101-0000-42600 0 $191.44 $191.44 6/3/15 R6713 DEBIT LIFETIME PATIOS MFA OPEN PC Total Paid forPATIO COVER / COVERED PORCH / LATTICE $385.78 $385.78 SMI - RESIDENTIAL 101-0000-20308 0 $1.04 $1.04 6/3/15 R6713 DEBIT LIFETIME PATIOS MFA Total Paid forSTRONG MOTION INSTRUMENTATION SMI $1.04 $1.04 TOTALS: PARENT PROJECTS BOND INFORMATION Printed; Wednesday, June 03, 2015 3:54:16 PM _ 2 of 2 . 95'9PCiri9 'Bin '# City of -La Quints Building ex Safety Division P.O. Box -,1 504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 �'a 'Building Permit Application and Tracking Sheet Permitfl p Project Address:' 41 A: P. Number: Owner's Name: y Address: City, ST, Zip: A. Telephone: t Legal Description: ' Contractor: /FETiM� `' /'q % /oS Address: '00,e::���g�� Project Description: City, ST, Zip: Telephone: 7a - 77� -��Q//.d / State Lic. 0: %3'770$• -Z 3. City Lic. Arch., Engr., Designer: Address: City, ST, Zip:. ' Telephone: ' ,T Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n .Alter Repair Demo Name of Contact Person: ��"/e f Sq. Ft : # Stories: # Units: Telephone # of Contact Person: 701 Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING. PERMITFEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cafes. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 21d Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees ' • # - t NO. REVISIONS DATE 19 ° ° I "❑ i ❑ ° a ° I ° y -�. - 'o c° .4 v . ° b I 4 'o .o 04 c v 'I A •a ,v. v § • 1 - 60 • ❑ 4 ElI° A -ADD ALTERNAE #1ADD ALTERNAE 1 ALUMAWOOD 31 LADE STRUCT: ALUMAWOOD SHADE STRUCT. A �CE//�SCALE: 1!4" = 1'-0"I f � 1/o l ADD ALTERNAE`#1/!'.; AL-UMAINOODSHADESTRUC� I '%•1�' , U; • -o i SCALE: 1/4" = 1'-0" _ _ o: • I ALTERNA- T'To 60'-0• - L) i" a: I �ALLUMAWOOD rr "`fes I 4 - I 77 1 55-0•.. '4'-0 5'.0• ) 17-0• 4'-W 17A" 4'-0' 12'-0' 5-6• + F ZS '3 • I �,TyP OF , EA. 147120' Q (/ -- _ "ALMAY COURT #1 WALKWAY COURT #2 • WALKWAY COURT fKt WALKWAY C T. -I } \. t 12'x78' 12'x78' 12'x78' (ADA) _ 0' `^ QZ(E) LIGHT POLE •Q _ TO REMAIN �,f FLA �'VORK.TO MATCH . _ '-w. * I EXISTING CONCRETE E .,I } - • - . - r ••r., r . i _ ¢ CDL OPTION 1 1 SECTION - OPTION 1 — — — — — —I I I — — — — I l • SCALE: 1/4" = 1'-0" r---�— �. I— ---- 1— -- —I a'' - ' SYNTHETIC COURT SURFACING ,. (E)LIGHT POLE I T °" F--y---� �- -----O '�- -- -� _ INSTALLED BY BOCCE • EMBEDDING RESIFINISH N s e • " ' •� TO BE I TO REMAIN I I L, I I I •+ia'�,� - OVER WELD JOINT R _ BUILDERS OF AMERICA. 5MMWELD ROD _ EMBEDDING I I I RESIN 8 EPMO 6- CONC. I I I I I I , '3ti CLEAR Pvc , K � 2'z8' WEATHER TREATED _ r CuRB, 6' HIGH I I _ I I I - �V ! �C / • CLEAR, VERTICAL GRAIN CEDAR •+ ' ' ! - ' ' 1 • ABOVE NEW I I I I- I--, '•' ; r CONCRETE W I ( •'I I - I I I - • FIBERGLASS LAYER 6 • APPROX. 8E CENTERS ANCHORS ON ."•/1 ` ) I I I I + HIGH DENSITY CLOSED INSTALLED BY S.B.A. •7 ' • CEL C FOAM CELL t. . _ _- -- — — — — — — —.._ _ . t.,h. ' r-�'• r�r- } NEW N PLANTER I I I 1 ' •.'1A, CONCRETE WALK TO MATCH }- I e �I EXISTING CONCRETE COLOR- � •� r • a I �.-0. I 12, 1r-0" 1 4'-0• 17-0' •5' -r s z-� — .- -BY G.C. 4 ti' -1t� y 4 I I 1 , •- 2314'NDS DRAIN 4 � • Ojf, � (E) LIGHT POLES - .. ' TO REMAIN, MOISTURE 1 CURB BY D.C. CONTROL SYSTEM •,' }JI 1aq 1 •.� 1 fi I TYP. OF6 J ICONCRETE TO w of I 1 .. . OLOYURETHANE - - GREY COLORUw/ ft4 ®RT O.C. (E) LIGHT POLE I ^ I.� _ I ' " O t { TO REMAIN NEW SCORE I I NE SCORE' I ADHESIVE _ UNDER SLAB 15 MIL VAPOR �++ •� I _ I BOARD, 1 I I I I SO D, , .I CLEAR FINISH LAYER • - - • BARRIER Q` TYP. OF 3 I I I I TY . OF 3' I- _ �• �. EMBEDDING RESIN • - .O Q. -� ` • _ I I I. •I` ' OVER WELD JOINT - - a I COURT #11 COURT #21 COUR #31 SIJ J O r {I 12'X79' I 12'X79 " 5MMWELDROD CLEAR. SECTION - OPTION 1 `� (12'X79' i •� I ( % .I,. I ( % I CLEAR, VERTICAL GRAIN CEDAR - - 7' EMBEDDING 1 - W/ RECESSED ANCHORS ON 2 (E) EDGE OF - _ I 1 °�' I I 1 I �! RESIN & EPMD APPROX 18• CENTERS . SCALE: 1" = 1'-0" • COURT 1 I i i I Y I I I ��'✓' CLEAR PVC INSTALLED BY B.BA r t 6"x1S' CONCRETE Q S1 : - I I I I ' I 1 I I • ;1 /ti PVC / CURB TO MATCH EXISTING 1' FIBERGLASS _ : - CITY r .CONCRETE COLOR: BY G.C. ! ''N QU[NTA v ` ` %- t' A2.0 I I •I I I i • - LAYER Z , I I I I I �`. (E) LIGHT POLE I I I ° I I I I • BUILDING /y� S Q_ a H.. + a • .. - TO REMAIN.. I I I ° ' F V�I'�'�\� �1 Y O ` Y of N --- i. ----' -- APPROVED a.. t. .p I •+t I I ADA ACCESS - __ ._ _ __ _ • a . :a FOR CONSTRUCTION '!L ----J - ---- - ---- .a, WOOD WI:HINGE ~ ♦� C7Sk p (may d d 5' CONCRETE WALK W/ 04 DA 1 G ' `� 0 CJ C GC ,I A c. • Q O12'O.C. EACH WAY. COLORMAT H EXISTING CONIC, COLOR . E --r - • ' •_��� 1 d -BV G.C. ^ _ 1 CEDAR BUMPER BOARD W 0 r Q•, Li 4 • 1 ��O — a d 61.15" CONCRETE - O O • ` - CURB BY G.C. 3'-0• ~ 1 ` a .: ... •. PATI PRO ) , B 1 0 0 0 0 0 o O o BOCCE BOARDS ANCHOR i FLA ORK TO TCH j - ERN (AP X. BY B BA - T EXI TI �G CONCRE E' - • , . Date: ' • ' q79 TO: E IN EXI TING CON RETE MOISTURE 7 CO ' R"CONTROL SYSTEM 1 CONCRETE SUBFLOOR COLOR TO BE GREY s Sple: . AS NOTED HIGH DENSITY'CLOSED r ' Orem: GUSRAYA - 4 dd s UNDER SLAB 15 MIL VAPOR BARRIER •1 •• + a, Ij0'w �0.-, �0 O = CELL PVC FOAM - o '{{ I O'� TWO-PART POLYURETHANE - I �u zy ADHESIVE' SECTION -OPTION 1 4 ` BUMPER DETAIL -OPTION 1 BOCCE COUR '>S 3 - . Sheet: • � - SCALE: 3" =1'-0" SCALE: 1" =1'•0 SCALE: 118" =1'-0" A2.0 PROGRESS SET - NOT FOR CONSTRUCTION - 09/23/:14 l PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS INC. 1 PENERAL NO.TES;. DESIGN REQUIREMENTS: I WIND SPEED CONVERSION TABLE- --- CODES RESIDENTIAL APPLICATIONS -CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE APPENDIX CHAPTER 1. 4IBC APPEN 2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL ROOF LIVEPEN AND SNOW LOADS: I0,"20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 o LEVEL 25, 30, 40 & 50 psi ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20,25 AND 30 ROOF LIVE AND SNOW LOADS: 20, 25, 30.40 & 50 psf. (SNOW LOADS AT GROUND LEVEL psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. 25, 30, 40 & 50 psf) DRAWING NOTES: ADDITIONAL DESIGN REQUIREMENTS:' 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL HEADER SPAN, COLUMN SIZE, 2 ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, o TECHNIQUES. SEQUENCES AND PROCEDURES. S. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 3 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 8. ATTACHED_ COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. 9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON EXISTING OR NEW CONRETE SLABS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL o CARPORTS. 11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM COVER PROJECTION IS 10'. 4 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE EXISTING OVERHANG. 14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7. 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES; IN ACCORDANCE WITH ASCE/SEI 7. ° 17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). 5 MATERIAL SPECIFICATIONS: 19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. 20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER ° TABLE 1806.2 AND SECTION 1806.3.4. 23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE S. ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60. 24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 6 25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE. 26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL 27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF). 28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, o EXCEPTION 2. WIND SPEED CONVERSION TABLE: THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND 7 SPEED BY 0.6 EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION SHALL BE BASED ON 85 MPH = 110 MPH. WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND B SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE SHEETS 49 FOR SPAN REDUCTION FACTORS. 1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. 2. BASIC WIND SPEEDS: 110, 120.130 PAPH, EXPOSURES BAND C. 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY :11, 11. 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. 5. SEISMIC DESIGN PARAMETERS: SITE CLASS: D SEISMIC DESIGN CATEGORY: D , MAPPED SPECTRAL RESPONSE COEFFICIENTS: S5= 1.50, S, = 0.6, S� = 1.0, S� 0.50 RESPONSE MODIFICATION FACTOR, R:1.25 6. DESIGN ASSUMPTIONS: A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20' B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30' C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10' A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: A. TITLE SHEET AND GENERAL NOTES. B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED). C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN TABLES. D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE SITE-SPECIFIC DESIGN LOADS. E. APPROPRIATE STRUCTURAL DETAILS. F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. SHEETINDEX: SHEET # SHEET TITLE / DESCRIPTION CBC / IBC WIND SPEED EQUIVALENT CRC / IRC WIND SPEED 110 MPH 85 MPH 120 MPH 93 MPH 130 MPH 101 MPH SEE CONVERSION METHOD, THIS PAGE, .FOR APPLICATION AND USE. SITE DESIGN PARAMETERS: SITE ADDRESS: WIND SPEED & EXPOSURE: ROOF / SNOW LOAD: STRUCTURAL ENGINEERING FIRM ETC�ENG/NEER/NG STRUCTURAL ENGINEERING 109 EAST ESCALONES PHONE: (949) 368-9333 T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES SAN CLEMENTE, CA 92672 FAX: (949)388-3773 SH - 1 ............. SOLID PANEL STRUCTURES STRUCTURAL ENGINEER 11-100 SH -2 ............OPEN LATTICE STRUCTURES OF RECORD: DUSTIN K. ROSEPINK, SE 5885 t l SH - 3-4 ........PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: BRADLEY STEVENS SH -5 ...........MINIMUM FASTENERS V SH -6 ...........RAFTER SPARS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -7 ............HEADER BEAM TYPES, COLUMN / POST TYPES` SH -8 ............EXISTING EAVE CONNECTION DETAILS SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS SH - 10 .........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH -11 .......... LATERAL FOkCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH - 12 .......... BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS POS SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 3940 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS SH - 48 ..........SNOW DRIFT DESIGN SH -49 ..........SPAN REDUCTION FACTOR TABLES SH - 50 ..........ADDITIONAL -STATE LICENSURE STAMPS -z WN o '�^ w �' r ^ u ZU CIDu05W� LJJ Lu uj m o U rn Z 00 Ch oj NJ - ESS i fitESSi " o S5 85 03-03-15 DURALUM IAPMO 0195 ASSUMPTION m- APPROVAL s I REVISIONS S MARK DATE DESCRIPTON y f I 0 i 4 STEL JOB # 15-1071-1 DATE 3/3Q015 e s DRAWN BY MAP CHECKED DKR s TITLE SHEET, DESIGN LOADS, GENERAL NOTES _ T-0 0 OF 50 SHEETS um am gm ;1 = f 7 0 8 is o G o D o E o F o i SOLID PANEL STRUCTURES ATTACHMENT ROOF PANEL SEE TABLES SEE DETAIL A, B & C, SHEET 4 FOR ROOF SHEET 8 PANEL ATTACHMENT TO SUPPORTING WALL HANGER & BEAM. "O.H." NOT TO EXCEED 25% — OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� FOR MANDATORY SPLICE. NO BEAM SPLICE AT EXTERIOR POSTS. POSTS, SIZE VARIES SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS 3 1/2" SLAB ATTACHMENT -J / w MAY USED WHERE PERMITTED. L NOTE: NO SPLICE AT EXTE IOR POSTS SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 G o ATTACHMENT SEE DETAIL A, B & C, ROOF PANEL SEE TABLES SHEET 8 SHEET 4 FOR ROOF PANEL ATTACHMENT TO MIN. 0.25" SLOPE PER FT SUPPORTING WALL HANGER & BEAM. n "O.H." NOT TO EXCEED 25%— OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� FOR MANDATORY SPLICE. NO BEAM SPLICE AT EXTERIOR POSTS. POSTS, SIZE VARIES SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS 0 1 .•„QST /Vor R ��� SF N 3 1/2" SLAB ATTACHMENTS w MAY BE USED WHERE PERMITTED. SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION C 1 OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 ROOF PANEL SEE TABLES (ENGT SHEET 4 FOR ROOF'PA. NEL H OATTACIJMEN F ST ROOF PANEL SEE TABLES (F NGTy OF 70 SUPPORTING RUCT URE MIN. 4 FOR ROOF PANEL 0.25"SLOPE STRU C T BEAM. O.H VARIES PER FT O.H URE R/es , ATTACHMENT TO ES SUPPORTING BEAM. O.H gPA SPAN E25% "O.H." NOT/FROOFPWL "O.H." NOT TO EXCEED 25% �+ x _ OF ROOF PANEL LALE Sp�v�F SEE AT.AI SHEET 12 �Z � + 4 t ALLOWABLE SPAN FOR MAND PLICE. , EAM,�p'S w SEE DETAIL 11, SHEET 12� FOR MANDATORY SPLICE. BFA/l, SP NOB j SF TspAN/ BEAM - SEE TABLES FOR POST SPACING NO BEAM SPLICE AT I'OSTSpAN/ SFF BEAM - SEE TABLES ~ EXTERIOR POST ZP ES/NG = EXTERIOR POSTS. TAe(ESING FOR POST SPACING POSTS, SIZE VARIES �' or TO POSTS, SIZE VARIES O•N. NOT T�II 1/2" SLAB mss, ►j _ 171/7 OF B 0 A((OI fV 3 1/2" SLAB pF S3 A((EAM (V MAYBE USED ASW EgpgN MAYBE USED O (EgpgN TO CONSTRAIN TO CONSTRAIN III FOOTING, SEE FOOTING, SEE IU TABLES TABLES FOOTINGS SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/ CANTILEVER OPTION FOOTINGS SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION M n, (V W r--cl� W U)N� rn o�� W ¢LIJ u U)w� W W th o U rn co Q cr� FESS 1pygl S.5885. OF' CA%-\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MAM DATE DESCRPTION 4 STEL JOB A 157071-1 DATE 3=15 DRAWNBY MAP CHECKED DKR i SOLID PANEL STRUCTURES i SH -1 1 OF 50 SHEETS o D o E o .F o G- I o OPEN LATTICE STRUCTURES RAFTER, SEE TABLE FOR SIZE AND SPACING . MAX. O.H. 25% OF RAFTER i _H4 5 " MAX O.H. O.H 25% OF RAFTER - 989- ?q i w RAFTER, SEE TABLES FOR SIZE .0 MANDATORY BEAM SPICE - SEE G - ST/NG'91414 ° WALL LE GEI MAX O.H. O.H OST CROSS -SECT] SEE ryG ROOF RH SEE DETAIL A 25% OF RAFTER • '9.r ALLOWABLE POST DETAI SHEET 8. .144 SPAN G' e Ryq NOTE: EACH COMPONENT IS INTER- pQ MAY BE USED ' TO CONSTRAIN CHANGEABLE WITH ANY OTHERS STS FFT9gCFs/y� FOOTING, SEE COMPONTENT UNLESS OTHERWISE SHOWN. 2 TABLES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE COVERED. qN - MANDATORY BEAM SPICE - SEE "+ FOOTING SEE TABLES MANDATORY BEAM SPICE - SEE DETAIL 11 SHEET 12 NO BEAM'SPLICE AT TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE o DETAIL 11, SHEET 12 �G�OO. EXTERIOR POSTS -, NO BEAM SPLICE AT ' rh O LENGTH OF STRUCTURE VARIES G EXTERIOR POSTS .1x(06 LENGTH OF STRUCTURE VARIES -• " ` - ' DETAIL 11, SHEET 12 - - �G ' ' LENGTH OF STRUCTURE VARIES - .. NO BEAM SPLICE AT OST FFT G iv i - C/AG 3 1/2' SLAB _ 3 MAY BE USED TO CONSTRAIN FOOTING, SEE CHANGEABLE WITH ANY OTHER POST WITH SIDE PLATES • NOTE: EACH COMPONENT IS INTER- .s pOSTay/Sp 6 3 V2' SLAB ATTACHMENT CHANGEABLE WITH ANY OTHER SEE SHT. 11 FOR MINIM M COMPONTENT UNLESS OTHERWISE SHOWN. SST}MSp FF qC i PERMITTED. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE - - - -NUMBER-OF. REOUI COLUMNS BLEs r'99�FS G FOOTING WHERE REQUIRED, SEE TABLES TYPE "F" ATTACHED MULTISPAN 3 1/2SLAB ATTACHMENT MAYUSED WHERE ° PERMITTED. NOTE: EACH COMPONENT IS INTER- FOgN� SEE TABLES CHANGEABLE WITH ANY OTHER Tg6CFSG COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED, ' NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE TABLES MAY NOT BE COVERED. _ 4 TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE RAFTER, SEE TABLE FOR SIZE AND SPACING . MAX. O.H. 25% OF RAFTER i _H4 5 WALL LEDGER OR ST/N ROOF OVERHANG, GS4/4O EE DETAIL AB B C S • `! RAFTER, SEE TABLE " MAX O.H. O.H 25% OF RAFTER - 989- ?q i w LENGTH OF STRUCTURE VARIES FOR SIZE .0 MANDATORY BEAM SPICE - SEE G - - DETAIL 11, SHEET 12 p R �STs�c - NO BEAM SPLICE AT p05. ' OST CROSS -SECT] SEE EXTERIOR POSTS SFF POST DETAI �� q0jn. CFS 25% OF RAFTER G' 3 1/2' SLAB NOTE: EACH COMPONENT IS INTER- pQ MAY BE USED ' TO CONSTRAIN CHANGEABLE WITH ANY OTHERS STS FFT9gCFs/y� FOOTING, SEE COMPONTENT UNLESS OTHERWISE SHOWN. TABLES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE COVERED. MANDATORY BEAM SPICE - SEE "+ FOOTING SEE TABLES DETAIL 11 SHEET 12 NO BEAM'SPLICE AT TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE WALL LEDGER OR ST/N ROOF OVERHANG, GS4/4O EE DETAIL AB B C S • `! RAFTER, SEE TABLE " MAX O.H. O.H 25% OF RAFTER - " ?S ALLOWABLE FOR SIZE o OVF SPAN - ' AND SPACING p R �STs�c ' ' MAX. O.H. O.H 25% OF RAFTER ALLOWABLE ?Sgp'4.1.01, SPAN p0S `. Sp�NG ;q MANDATORY BEAM SPICE - SEE "+ DETAIL 11 SHEET 12 NO BEAM'SPLICE AT EXTERIOR POSTS �3 rh O LENGTH OF STRUCTURE VARIES G MANDATORY BEAM SPICE - SEE LENGTH OF STRUCTURE VARIES -• " ` - ' DETAIL 11, SHEET 12 - - �G ' B � pOS-vyS,p TSO SSSECTION, .. NO BEAM SPLICE AT OST FFT POST WITH SIDE L TES - SEE SHIT. 11 FOR MINIMUM SF ql� FTS EXTERIOR POSTS qC,/N - C/AG 3 1/2' SLAB NUMBER OF REQUIRED CFS MAY BE USED TO CONSTRAIN FOOTING, SEE CHANGEABLE WITH ANY OTHER COLUMNS • NOTE: EACH COMPONENT IS INTER- .s pOSTay/Sp 3 V2' SLAB ATTACHMENT CHANGEABLE WITH ANY OTHER SF Spq '9N, FT9eCFSG MAY BE USED WHERE COMPONTENT UNLESS OTHERWISE SHOWN. PERMITTED. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE - - BLEs .MAY NOT BE COVERED. FOOTING WHERE REQUIRED, SEE TABLES TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE W comM 0 4i uj U) w W WM C'7 O Z coco � Ch �9 �fESS 1p� o S 5885. - - -7-7 ' r OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL l i_ I i REVISIONS wuix °nh °escrs�gN .� g� 4 STEL JOB N 15-1071-1 } !i DATE 313/2015 0 DRAWN BY MAP CHECKED DKR OPEN LATTICE a STRUCTURES t SH -2 2 OF 50 SHEETS A I RAFTER, SEE TABLE FOR SIZE ' AND SPACING ' ' MAX. O.H. O.H 25% OF RAFTER ALLOWABLE ?Sgp'4.1.01, SPAN p0S `. Sp�NG ;q "+ "'•C l�3 O LENGTH OF STRUCTURE VARIES G MANDATORY BEAM SPICE - SEE ' DETAIL 11, SHEET 12 POST CR SSSECTION, .. NO BEAM SPLICE AT OST FFT SEE POST DETAIL, EXTERIOR POSTS qC,/N 3 1/2' SLAB NOTE: EACH COMPONENT IS INTER- °os sFF TSp MAY BE USED TO CONSTRAIN FOOTING, SEE CHANGEABLE WITH ANY OTHER T�IFs�G I� TABLES COMPONTENT UNLESS OTHERWISE SHOWN. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES MAY NOT BE COVERED. a TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE W comM 0 4i uj U) w W WM C'7 O Z coco � Ch �9 �fESS 1p� o S 5885. - - -7-7 ' r OF CAI�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL l i_ I i REVISIONS wuix °nh °escrs�gN .� g� 4 STEL JOB N 15-1071-1 } !i DATE 313/2015 0 DRAWN BY MAP CHECKED DKR OPEN LATTICE a STRUCTURES t SH -2 2 OF 50 SHEETS A um nm M= 7111111111 a= u= 7 0 8 n o G o D o E o F o G e H o I o SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C 24" TRI -"V" PAN X82, 50' 12"x 3 1/2" W PANEL 6•/ 8" x 2X" FLAT PAN 09R Q.S. .40' .35' .40' R=.117' _1 77' b7' `I .67• J.77' 180' I I T= (SEE TABLE •�, .75 180 •43' .45• (ALL UNMARKED RADII .06R) BELOW) 3• •65• T= (SEE TABLE Z 6' L 1. 0' L1 BELOW) .282' 2• 'P7 .38' 2 7- •40, 45' T= (SEE TABLE BELOW .35' b5' TYP. .3 ' .40' .40' .40' .40' .433' L3' 1.3' ---2A' .433' 1.92' .7 ' L92' .75' L92' 3.00' .50' S0' •50' .50' 3X0'L 25' 12A' '/8.00' ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE--l-0--T20 ROOF LNE/SNOW LOAD, psf 25 30 40 50 24" TRI -•V" PAN 0.88 0.83 0.75 0.80 24'x2}4"x0.018" 0.65 0.80 0.65 0.65 LUSL PANEL -r 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN 97P -Br EXP.0 EXR8 EXP.0 EXP.B EXP.0 13'-9" (IN.) 120 MPH SPAN 130 MPH SPAN 10'3" 10'-3" 10'-3' 10'-3" 10'-3• 10'-3" 15•-3" .018 15'-3" 15'-3" 15'-3" 15'-3" 14'-7" 14'-r .02a 14'-7• 9'-0" 8' 6" 8'-7" 8'-1" 8'-2' 7'-5" 10' 3" 13'-2' 12'-3" 12'-3" 12'-3" 12'-3• 12'-3" 12'-3" 10 .024 17'-r 17'-7" 1 T-7' 17'-7" 1 T -r 13'-7" 13'-r .032 10'4" 9'-9" 9'-9" 9'-2" 9'-3" 8'-7" 5'-10" 5'-10" 14'-3" 14'-3' 14'-3" 14'-3' 14'-3' 14'-3" 11' 6' .032 19'-7" 19'-r 19'-7" 19'-7" 19'-7" 13'4' 12'-8" .040 12' 8" 032 12'-1" 11'-2" 11'-3" 10'$" 8'4" 8'4" 8'4" 8'4- 8'4" 8'4" 1 B'-0'141" 018 11'-3' 11 3• 11'-3" 11'_3" 11'_3" 11 _3" 7'-9" 7'-5" 7'-5" 7'-2" 7'-2" 6'-10" 15'-0" 12'-6" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 20 .024 040 19'4 19'4" 19'4" 19'4" 19'4 20 8'-8" 8'4" 8'-5" 8'-1" 8'-1• 7'-9' .032 14'-8' 12-1" 12-1" 12-1" 12'_1- 12'_1• 12'_1" 16'4» 032 13'-3" 12'-9' 12'-9" 12'4' 12'4' 11'-7" 040 16'-3" 10'-9" 10'-3" 10'4" 9'-8" 9'-9" 9'-9" 12'-1" 12'-1• 7'-3• 7'-3• 7'-3" T-3" T_3" 7'_3• 8'4" 018 11'-1" 11'-1" 11'-1' 11'-1" 11'-1" 10'-3" 9'-9" 9'-10" 7 8" 74" 74" 7'-1- 9'' 8'-6" 1�1'4"l 12'-0• 8'-9" 8'-9" 8'-9" 8'-9• 8'-9" 8'-9" 25 .024 20 10 -1" 9 -8 9 -9" 9 -3" 11'-0" 10'-7" 10'8" 10'-2" 8'-1" 7'-9" 25 11'-3' 9�10'-6"10'-2' 13'-2" 9 8" 9' 8" 9' 13'-0" 13'-0" 032 032 15'-6" 15'-0" 15'-6" 15'-6" 15'-0" 15'-0" 10'-2" 9'-r 12'-2" 11'-0" 6'-r 6'-7r- 6'-7" 6'-r 6'-7" 6•-7" 13'-0" .018 040 040 14'-6" 14'-6" 14'-6" 14'-0" 14�14'-6* 04016'-8• 7'-0" T-0' 6'-9' 6'-10" 6'-7" 13'-0" 8 -3- 8'3' 8'-3" 8'-3" 8'-3" 8'-3" 30 .024 9'-2" 8'-9' 8'-11" 8'-5" 8'-6" 8'-2" 8'-3" B'-0" B'-0" T-9" 11'-3" 7 9'-9" 9'-9" 9'-1" 9'-1' 91_1" 9'-1' 9'-1" 9'-1' 10'4" 032 10'4" 10' 6' 10'-1" 10'-2" 9'-r 9'-9" 9'-2" 8'-3" 12'-6" 12'-6' 12'-0" 12'-6" 12'-6" 12'-6" TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE--l-0--T20 ROOF LNE/SNOW LOAD, psf 25 30 40 50 12"x3X"x0.020" 0.88 0.83 0.75 0.80 24'x2}4"x0.018" 0.65 0.80 0.65 0.65 24"x2)4"x0.024" 0.90 0.88 0.70 0.65 24"x2Wx0.032" 0.90 0.88 - (1) MULTI -SPAN REDUCTION FACTORS ARE ONLY APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN IN TABLE 1 ABOVE. NOTE: PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 204 ti W �'� W 00 �a, rn 0C� W QW uLLJ:2 �w� LU LLl ce) O O CUQ ch d' ko Q�fESS Iq>,�l o S 5885 OF CAl\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MAM DATE OEscRvrIDN i I i 3 i 4 STEL JOB R 157071-1 DATE Y=15 DRAWN BY MAP ' CHECKED DKR i PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS 12"x 3 1/2"W PANEL 8" x 234" FLAT PAN LUSL PANEL -r (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 020(1) 13'-9" 13'-9" 13'-9" 13'-9" 13'-9• 13'-9" 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 020 9' 12'-0" 15•-3" 15'-3• 15'-3" 15'-3" 15'-3" 15'-3" 14'-7" 14'-r .02a 14'-7• 14'-7" 14'-7" 10'-10' 10'-1" 10' 3" 13'-2' 12'-r 12'x" 12'-8" 10 12'-0" 17'-7' 17'-r 17'-7" 1 T-7' 17'-7" 1 T -r 13'-7" 13'-r .032 13'-r 024 15'-10" 5'-10' S'-10" 5'-10" 5'-10" 5'-10" 15 6' 14'-9" 14'-9" 14'-0" 14'-1" 13'-3" 11' 6' 19'-7" 19'-7" 19'-r 19'-7" 19'-7" 19'-7" 13'4' 12'-8" .040 12'-1" 032 15'-r 15'-7" 15'-r 15�15"-7"15'-7' 17'-7• 16'-8" 16'-9" 15'-9" 16'-0" 15'-0" 1 B'-0'141" .020(l) 11'-3' 11 3• 11'-3" 11'_3" 11'_3" 11 _3" 12'-0" 16'-2" 91 15'-9' 15'-0" 12'-6" 12'45" 12'-6" 12'-6" 12'-6"12'$" 17'-7" 17'_T' 17'_7" .024 040 19'4 19'4" 19'4" 19'4" 19'4 20 15'-7" 14'-10" 14'-10 .032 14'-8' 14'-8' 14'$" 14'-8' 14'x" 14'-8" 17'-0" 16'4» 16'-0" 13'-3" 12'-9' 12'-9" 12'4' 12'4' 11'-7" 040 16'-3" 16'-3" 16'-3" '" 16'-3" 16'-3" 12'-1" 12'-1" 12'-1• 18'4- 14'-r 14'-7->I3'-8" 9'-1" 14'-1" 13'-2" 8'4" .020(l) 11'-1" 11'-1" 11'-1' 11'-1" 11'-1" 10'-3" 9'-9" 9'-10" 9'_10• 9'-3' 9'-5' 8,_11• 9'' 8'-6" 1�1'4"l 12'-0• 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 13'-3' 13'-3' .024 20 10 -1" 9 -8 9 -9" 9 -3" 11'-0" 10'-7" 10'8" 10'-2" 11' 8" 11 8" 25 11'-3' 13'-2• 13'-2" 13'-2" 13'-2" 1�2"l03213'-1' 13'-0" 13'-0" 13'-0" 032 15'-6" 15'-0" 15'-6" 15'-6" 15'-0" 15'-0" 12'-7" 12' 8" 12'-2" 11' 6' 11'-0" 14'-2" 14'-2" 14'-2' 14'-2" 14'-2" 14'-2" 13'-0" 13'-1' 040 040 14'-6" 14'-6" 14'-6" 14'-0" 14�14'-6* 04016'-8• 15'-0' 14-4 14'-2" 13'-7" 13'-8' 13'-0" .020(1) 10'-6" 10'-0" 10'-6• 10'-6" 10'1i" 10'-6^ 9'-2" 8'-9' 8'-11" 8'-5" 8'-6" 8'-2" 11'-3" 11'-3" 11'3" 11'-3" 11'-3" 11'-3" 9'-9" 9'-9" .024 .020 10'4" 10'4" 10'4" 10'4" 30 10'4" 10' 6' 10'-1" 10'-2" 9'-r 9'-9" 9'-2" 8'-3" 12'-6" 12'-6' 12'-0" 12'-6" 12'-6" 12'-6" 9'-8" 9'-9" .032 .024 10'4" 10'4" 10'4" 10'4" 10'4" 10'4^ .024 12'-0" 12'-1" 11'-10" 11'-6" 11'-0" 11'-1" 13'4' 13'4" 13'4" 13'4" 13'4" 13'4" 9'-2" 9'-3" .040 25 12'-0" 11' 6' 11'-7' 10'-10 11'-0" 10'-0' 14'-2" 13'-8" 13'-6" 13'-0" 13'-3" 12'-6" 11'4" 020(1) 9'-1" 9'-1" 9'-1" 9'-1" 9'_1"10 91_1" 8'-3' 8'-1' 8'-1" 7'-10" 710" 7'$' 10'-10" 10'-3" 10'3" 10'-3" 10'_3» 10._3, 10,_3" 13'-1" 13'-2" .024 040 12._3, 12._, _1j2-9 12,_3, 12'_3" 12'_3• 40 F040 9 5" 9'-1" 9'-1" 13'_1, 8'_10 8'-7" 11'4" 11'4' 11'4• 114" 114" 12'-3" 12'4" .032 15'4' 15'-1" 15'-1" 14'-8" 14'-9" 14'-1' 11'-3" 11'-1" 11'-0" 10'-7' 10' 8" 10'-3' .040 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" �._9.9119'-9" 9'-9B'-5" 12'-8• 12'4" 124" 12'-1• 12'-1" 111$" 7'10" 020 (t) 8-2" 8'-2" 8'-2• 8'-2" 8'-2" 8'-2" 9'4" 8'-11' 7'-1' 7 7'-1" 6'-11, 6'_11" 6'-9" .o2a 9'-2" s'-2• 9'-2' 9'-2" 9'-2" 9'-2" so 8'-0• 7'-10• T-10' T 8• 9-2• 8-10" .032 10'-7" 10'-7" 10'-T 10.7, 10'_7" 10'_7" 10'4" 10 .032 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 040 11'-3" 11'-3• 11'-3' 11'_3" 11'-3" 11'_3" 11'4" 10'-10" 10'-10" 10'-7" 10' 8• 1014" 204 ti W �'� W 00 �a, rn 0C� W QW uLLJ:2 �w� LU LLl ce) O O CUQ ch d' ko Q�fESS Iq>,�l o S 5885 OF CAl\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MAM DATE OEscRvrIDN i I i 3 i 4 STEL JOB R 157071-1 DATE Y=15 DRAWN BY MAP ' CHECKED DKR i PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS 8" x 234" FLAT PAN 6" x 2 34" FLAT PAN LUSL PANEL- (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN LUSL PANELT (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 020 12'-0" 12'-0" 17-6" 12'-6" 12'-0" 12'-6" 020 14'-7" 14'-r 14'-7" 14'-7• 14'-7" 14'-7" 10'-10' 10'-1" 10' 3" 9' 6" 9'-7" 9'-0' 12'-8" 12'-0" 12'-0" 11'4" 11'$' 10'-9" 024 13'-7" 13'-7" 13'-7" 13'-r 13'-7" 13'-r 024 15'-10" 5'-10' S'-10" 5'-10" 5'-10" 5'-10" 10 12'-1" 11' 4• 11' 6' 10'-9" 10'-10" 10'-1' 10 14'-2" 134 13'4' 12'-8" 12'-9" 12'-1" 032 15'-r 15'-7" 15'-r 15�15"-7"15'-7' _ 18'-0" 18'-0" 18'-0" 18'-0' 18'-0' 1 B'-0'141" 131" 134" 12'-0" 16'-2" 15' 8" 15'-9' 15'-0" 15'-1' 14'-3' 040 17'_7' 17'_7" 17'-7" 17'_T' 17'_7" 17'_7" 040 19'4 19'4" 19'4" 19'4" 19'4 19'4" 15'-7" 14'-10" 14'-10 14'-1" 14'-2" 13'4" 17'-8" 16'-10" 17'-0" 16'4» 16'-0" 16-0" .020 10'-2" 10'-2" 10'-2" 10'-2 10'-2" 10'-r .020 12'-1" 12'-1" 12'-1" 12'-1" 12'-1• 18'4- 9'-1" 6'-9' 8'4" 8'-6" 7'-11" 10'-10" 10'4" 10'-3" 9'-9" 9'-10" 9'-5• 024 11'4" 11'4" 11'4" 11'4" 1�1'4"l 024 13'-3" 13'-3" 13'-3" 13'-3" 13'-3' 13'-3' 20 10 -1" 9 -8 9 -9" 9 -3" 20 12'-2" 11' 8" 11 8" 11'-2" 11'-3' 10'-7' 032 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 032 15'-6" 15'-0" 15'-6" 15'-6" 15'-0" 15'-0" 11'-10" 11'4" 11' 6' 11'-0" 11'-0" 101-6" 14'-2" 13'-9" 13'-7" 13'-0" 13'-1' 12'$• 040 14'-6" 14'-6" 14'-6" 14'-0" 14�14'-6* 04016'-8• 16'$" 16' 8" 1�"16'1-48o16' 813'•6" 12'10" 13'-0" 12'4" 15'�i" 15'-2" 15'-2" 14'-3' .020 9, 9, 9'-9•' 9'-9" 9'-9" 9'-9" 9'-9" .020 10'4" 10'4" 10'4" 10'4" 10'4" 10'4" 8'-11" 8' 8" 8' 8' 8'-3" 8'-3" T-10' 10' 8' 10'-1" 10'-3' 9'-8" 9'-9" 9'4' .024 10'4" 10'4" 10'4" 10'4" 10'4" 10'4^ .024 11-1" 11'-1" 11'-1" 11'-1" 11'_1" 11'_1, 25 9'-11" 9'-7" 9'-7' 9'-2" 9'-3" 8'-10' 25 12'-0" 11' 6' 11'-7' 10'-10 11'-0" 10'-0' .032 11'4 11'4" 11'4" 114 11'4" 11'4" .032 12--l' 12'-1- 12 _1, 12'-1' 12 _1, 12'-1• 11'-10" 11'-3" 11'-3" 10'-9" 10'-10" 10'4' 14'-1" 13'-7" 13'-8" 13'-1" 13'-2" 12'4" 040 12._3, 12._, _1j2-9 12,_3, 12'_3" 12'_3• 12'-3' F040 13'_1• 13,_1" 13,_1, 13'_1, 13,_1, 13,_1• 13'-3" 12'-9' 12'-3" 12'4" 11'-9" 15'4' 15'-1" 15'-1" 14'-8" 14'-9" 14'-1' 020 9 3" 9 -3" 9 3" 9 3" 9 -3" 9 -3" 020 9, 9" 9._9" �._9.9119'-9" 9'-9B'-5" 8-1" 8'-1" 7'-9" 7'10" 7'-6" 911 97" 9'4" 8'-11' .024 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9•-9" .024 10'4^ 10'4" 104" 10'4' 10'4"�01-44"j 30 9-0" 9-1' 9-2• 8-10" 8-11 84" 30 11' 4" 10'-9" 11'-0" 10'4" 10 .032 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" ,032 11'4" 11'4• 11'4" 11'4" 11'4" 11'4" 11'-1" 1o' 8" 10'-9" 10'4" 10'4" 10'-0• 13'-2" 12'-8" 13'-0" 12'-0" 12'-r 11'-10" 040 11,_7" 11'_7, 11'_7» 11,_7" 11'_7" 11'-7' 040 12'-3' 12'_3" 12'_3» 12,_3» 12.3, 12,_3, 12'-7" 12'-2" 12'-2" 11'-8• 11'-9" 11'-3" 14'-9" 14' 6" 14'-7" 14'-1" 14'-1" 13'-7' .020 6 4" B 4" 8 4" 8 4" 8 4" 8 4" .020 9 -0' 9'-0' 9•-0• 91-0" 9'-0" 9'-0" 7'$" 7' 6" 7'-0" 7'-3" 7'-2" 6'-11" 9'-1" 8'-10" 8'-10" 8'-7" 8'S" 8'-1" .024 9 -0" 9101. -9 -0• 9 -0" 9 -0" 9 -0' .024 9'-0' 9'd" 9'-6" 9'-6" 9'-6 9'-6" 40 8'-8' 8'-3" 8'-3" 8'-0" 6'-1" 7'-10" 40 10'-2' 9'-10" 9'-10" 9'-r V-8' 9'-3" 032 9'-9" 9'-9" 9'-9' 9'-9" 9'-9" 9'-9" 032 12-1" 12'-9" 12'-9" 12'4" 12'-6' 12'-1" 10'-2" 9'-10" 99 10" 9'-7" 9'-7" 9'-3' 10'-3• 10'-1" 10'-1" 9'-10" 9'-10" 91-8" .oa0 10'-7" 10'-7" 10'-7" 10'-r 10'-7" 10'-r .040 11`2" 11'_2" 11'_2" 11'_2' 11'_2' 11'_2" 11'-2" 10'$" 10-10" 10'-0' 13'-9" 13'4" 13' 6" 13'-0" 13'-1" 12'-r 020 7-5- 7 5" 7 -5" 7 -5" 7 5" 7 -5" 020 8'-3" 8,_3, 8'-3" 8'-3• 8'-3• 8'-3" 6 5" 6'-5" 6'-5' 6'-3" 6'-3' 6'-1' 7' 8' 7'-r 7' B" 7'-5" 7' 6' 7'-2' .024 8 3" 8 -3" 8 3" 8 -3" 8 -3" 8 3' .024 8 -9" 8 -9" B'-9" 8'-9' 8'-9- 8'-9" 50 7'-4 7-3' 7'-3' T-1" 7'-0" 6'-11' 50 8-9" 6'-r 8'-7" 6'-5" 8'4" 8'-1" 032 9-1" 9-1" 911. 9-1" 9-1" 91" 032 9'8• 9'-8" 9'-8" 9'-8" 9'8" 9'-8" 8'-9" 8'-7" 8' 6" 8'-5" 8'4" 8'-3" 10'4" 10'-3" 10'-3" 10'-1" 10'-1' 9'-9" 040 9-9' 9-9" 9 9" 9-9" 9-9• 9 9" 040 10'4" 10'4' 9'-10" 9'-9" 9'-9' 9'-5" 9'-7" 9'-2" V104-"lo10�10'4".10'4" 11' 6" 11' 6" 11'-2" 204 ti W �'� W 00 �a, rn 0C� W QW uLLJ:2 �w� LU LLl ce) O O CUQ ch d' ko Q�fESS Iq>,�l o S 5885 OF CAl\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MAM DATE OEscRvrIDN i I i 3 i 4 STEL JOB R 157071-1 DATE Y=15 DRAWN BY MAP ' CHECKED DKR i PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS e C o D o _ E o "' F o G o H o MINIMUM NUMBER OF FASTENERS FOR ROOF -PANEL TO�SUPPORTING BEAM ,& WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS o J - A o TABLE 1 TABLE 2 " •. .. 2 ° ° 4 (2) 211x6 %" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH 5 ° 6 %"' ROLL 6 BEAMS ° ' 7 STEEL HEADERS o 6 e C o D o _ E o "' F o G o H o MINIMUM NUMBER OF FASTENERS FOR ROOF -PANEL TO�SUPPORTING BEAM ,& WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS o J - FOOTNOTE: "SAMPLE" ' FIGURE INDICATES ATTACHED FIGUREINDICATES FREESTANDING I: t r Ell 204 ti .4 � W M o� W J wLL rn Q� uww W W c� o U a? Z w 00 � M �fESS►� S 5885 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL a s REVISIONS MARK DATE DESCRIPTION 4p0 4 STEL JOB 0 15.1071-1 3 DATE 3PJI2015 qqE DRAWN BY MAP 3 CHECKED DKR a $sS 2 PANEL SPANS TRI -V, a W -PANEL & FLAT PAN .SH -4 4 OF 50 SHEETS TABLE 1 TABLE 2 TABLE 3 (2) 211x6 %" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH 6 %"' ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS } >_ NUMBER OF N❑.14 TEK OR SMS SCREWS NUMBER OF N❑.14 TEK OR. SMS SCREWS NUMBER OF N❑.14 TEK OR SMS SCREWS X .PER F❑❑T ❑F'BEAM LENGTH PER FOOT OF WALL HANGER AND BEAM I.QW1 H PER FOOT❑F BEAM LENGTH m 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH `" -130 "` MPH 110 MPH 120 MPH ' 130 MPH F— ~ ~ EXP; B EXP. EXP, B EXP. EXP. B EXP. C EXP, B EXP. EXP. B EXP. EXP, B EXP, .0 EXP. B EXP, EXP. B EXP, EXP. B EXP. C 5' 1 1 1 1 1 2 1 2 2 2 2 2' S 1 1 1 11 1 1 1 5 , 1 2 2 2 6' 1 2 1 2 1 2 2 2 2 2 2 3 61 1 1 1 1 1 ..1 2' 6' 1 1 1 1 1 1 2 2 2 2 2 1 1 1 1 1 1 2 1 1 1 2 ;2 2 1 1 1 1 1 1 -3 - ._ .. _ 2 _ -. 2 2 2 _ ,. .2.: . _ 2 $' 1 2 2 2 2 2 2 2 2 3 3 $[-!---2— 1 2 2 2 2 $, 1 1 1 1 1 3 2 2 2 3 3 1 1 1 2 _ 1 2 91 22 2 2 2 2 9' 1 2 2 2 -2 2 9' 1 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3 3 1 1 1 2 2 2 10' 2 2 2 2 2 3 10' 1 2 2 2�222 1 1 1 1 1 1 2 3 3 3 3 4 2 3 3 3 10, 1 2 2 2 2 2 11' 2 3 2 3 2 3 2 4 2__— 4 3 11' 2 2 2 2 2 3 11' 1 1 1 1 1 22 4 2 3 3 3 3 3 1 2 2 2 2 12'-3--3— 2 3 3 3 3 4 3 4 3 5 12' ; 2 3 4 2 2 2 3 2 3 2 —3 12' 1 1 1 1 1 2 2 2 2 2 2 2 13' 2 3 2 4 2 4 3 4 3 4 3 5 13� 2 2 2 3 2 3 3 3 A3 3 13' 1 1 1 1 2 3 4 2 2 2 2pl__ 2 2 FOOTNOTE: "SAMPLE" ' FIGURE INDICATES ATTACHED FIGUREINDICATES FREESTANDING I: t r Ell 204 ti .4 � W M o� W J wLL rn Q� uww W W c� o U a? Z w 00 � M �fESS►� S 5885 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL a s REVISIONS MARK DATE DESCRIPTION 4p0 4 STEL JOB 0 15.1071-1 3 DATE 3PJI2015 qqE DRAWN BY MAP 3 CHECKED DKR a $sS 2 PANEL SPANS TRI -V, a W -PANEL & FLAT PAN .SH -4 4 OF 50 SHEETS [: 0 D 0 E 0 F 0 G 0 H 0 I 0 J RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C 1 o� pim C3 -A� I a 7 0 8 0.042' I z Z TYP. 3" x 8" RAFTER z W .024' 6. , 2" X 6 1/2" RAFTER .042' .042' z W DBL. 2" x 6 1/2" RAFTER MAX.--+-�.0'--I * 3"x8" RAFTER LUSL "T" a a Uj a w 110 MPH 120 MPH 130 MPH T. 110 MPH 120 MPH 130 MPH ^T^ 110 MPH 120 MPH 130 MPH (IN.) Q z O LUSL IN ( ) � Z LUSL IN. ( ) Z EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP.0 EXP.0 EXP.0 O o EXP. B EXP, B EXP. B 29'-8" 29'-6" 29'-8" 28'-9" 29'-3" 26'-3" 16'-0" 15'-10" 16'-0" 15'-0" 15'-9" 13'-8" 22'-6" 22'-4" 22'-6" 21'-1" 22'-2" 19'-2" 16" 16" 16" 10 26'-3" 26'-3" 26'-3" 26'-3" 26'-3" 25'-7" 14'-2" 2" 14'-2" 14'-2" 14'-2" 13'-9" 19'-10" 19'-10" 19'-10" 19'-10" 19'-10" 19'-4" .042 024 024 24'-2" 24'-1" 24'-2" 23'-6" 24'-0" 21'-6" 13'-1" 13'-0" 13'-1" 12'-3" 12'-10" 11'-2" 18'-4" 18'-3" 18'-4" 17'-3" 18'-2" 15'-8" 24" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0" 24' 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-3" 24 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 5'-10" 16" 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 22'-9" 20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2" 28'-7" 28'-6" 28'-7" 27'-9" 28'-3" 25'-7" 20 21'-10" -2l'-10"r-2l'-10" 21'-10" 21'-10" 21'-10" 16„ 18'-0" 18'-0" 18'-0" 18'-0" 17'-7" 16" 25'-3" 25'-3" 25'-3" 25'-3" 25'-3" 24'-8" .042 10 .032 10 032 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 16'-7" 16'-6" 16'-7" 16'-1" 16'-4" 14'-10" 23'-4" 23'-3" 23'-4" 22'-8" 23'-1" 20'-10" 24" 24" 24" ::-20'-8" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'-4" 20'-8" 20'-8" 20'-8" 20'-8" 20'-2" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 24'-6" 24'-4" 24'-6" 23'-9" 24'-3" 23'-2" 34'-7" 34'-4" 34'-7" 33'-7" 34'-2" 32'-8" 16" 16" 16" 25 21'-6" 21'-6" 21'-6" 21'-2" 21'-3" 20'-8" 21'-9" 21'-9" 21' 30'-8" 30'-8" 30'-8" 30'-8" 30'-8"p;17'-3" .042 042 042 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0" 28'-2" 28'-1" 28'-2" 27'-4" 27'-10" 24" -17'-7" -1 24" 24" 17'-7" T-7" 7-4" 17'-6" 16'-10" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 17'-4" 17'-4" 17'-4" 17'-4" 17'-4" 16" 16„ 16" 30 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" .042 024 024 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" r24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 24" 24" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 13'-7"13'-7"13'-7"13'-7" 13'-T'13'-7" 16" 15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 16-8" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 22'-0" 40 16'-8" 16'-8" 16'-8" 16' 8" 16'-8" 16" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 16" 21'-1" 21'-1" 21'-1" 21'-1" 21'-1" 21'-1" .042 20 .032 20 .032 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-0" 24" 24" 24" 13'-8" 13'-8" 13'-8" 13'-8" 13' 8" 13'-8" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 13'-4" 13'4" 13'-4" 13'-4" 13'-" 13'-4" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 26'-8" 26'-8" 26'-8" 26'-8" 26'-8" 26'-7" 16" 16„ 16" 50 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" .042 042 042 24" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15' 6" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-9" 11'-2" 11'-2" 11'-2" 11'-2 11'-2' 11'-2" 24„ 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 24" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" 20-10" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 15'-10" 15'-10" 15'-10" 15-10" 15'-10" 15-10" 16" 16" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 11'-7" 11'-7" 11'-7" 11'-6" 11'-6" 11'-2" 16'-3" 16'-3" 16'-3" 16'-1" 16'-2" 15'-8" 024 024 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 13'-4" 13'-4" 13'-4" 13'-2" 13'-3" 12'-9" 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 24" 9'-2" 24" 9'-3" .9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 14-4" 14'-4" 14'-4" 14'11" 14'-4" 14'-4" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 16" 16" 25 14'-9" 14'-9" 14'-9" 1 4'-6" 14'-7" 14'-2" 20'-9" 20'-9" 20'-9" 20'-6" 20'-7" 19'-10' 032 25 032 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 24" 24" 12'-1" 12'-1" 12'-1" 11-10" 12'-0" 11'-7" 17'-0" 17'-0" 17'-0" 16'-8" 16'-9" F16'-3" 17'-4" 17'-4" 17'-4" 17'-4" 17'-4" 17'-4" 24'-6" 24'-6" 24'-6" 24'-6" 24'-0" 24'-0" 16" 16" 17'-9" 17'-9" 17'-9" 17'-7" 17'-8" 17'-1" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" .042 ,042 13'-3"�14'- 13'-3" 13'-3" 13'-3"13'-3" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"14'-7 24" 24" 14'-7" 14'-4" 14' 6" 14'-0" 20'-6" —20'-6"r-20'-6" 20'-6" 20' 6" 20'-6" 0.042' TYP. 8. ' 024' 6. .024' 6. , .032 .032' .042' .042' MAX.--+-�.0'--I * 3"x8" RAFTER * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-1-136 OR ALUM. ALLOY 3004-1-136 ALUM. ALLOY 3004-1-136 OR EQUAL OR EQUAL EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING ti W � �-1,'^ W U) N M O U rn w ¢W u U) LLI w W M W W c-) M M U rn 00 �Q00 w rn FESS I� S58_85 OF CA10 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK ann_ DESCRvna, 4 STEL JOB 0 15-1071-1 i DATE 31312015 DRAWN BY MAP CHECKED DKR i MINIMUM FASTENERS I r 1 SH -5 5 OF 50 SHEETS A o B a C o D o E o a`' F o G o H o I o J RAFTER SPANS FOR OPEN LATTIQ�fSTRUCTURES ':. 110/120/130 MPH EXP. B & C * 2"x6.5" RAFTER I * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36I ALUM. ALLOY 3004-H36 OR OR EQUAL EQUAL FOOTNOTE: "SAMPLE" 1 FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 2 cr) W tM i �N0000 Zwmeqq'c) U v O � 2 0E- c) ;z ww`"' M M U rn Z 0000 < co . � rn rn FESS 1(� S^5885 OF CAI \FOQ 03-03=15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL 1 s i REVISIONS B MARK DATE DESCRUnM ' gey 4 STEL JOB R 15707,—, 3 i S DATE 3,32015 ee DRAWN BY MAP 3 CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS I o: 6. 2" X 6 1 /2" RAFTER .024' c� W ^ DBL. 2" x 6 1/2 RAFTER - �Zw a� a .032' _ .042' z QUJ Qa .042' LUSL "T" 110 MPH 120 MPH 130 MPH "T" 110 MPH 120 MPH 130 MPH (IN.) `moo LUSL (IN) v,zo EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP B EXP.0 EXP. B EXP.0 EXP. B EXP.0 16" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 024 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 16" 14'-6" 14'-6" 024 24" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" T-6" ; 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 24" 11'-10 11'-10' 11'-10 11'-10 11'-10' 11'-10" 16" 12'-0" 12'-6" 12'-6" 12'-6" 12'-0" 12' 6" ,16" 7" 18'-7" 18'-7" 18'-7" 18'-7" 18'-7" 30 13'-1" 13'-1" 13'-1" 13'-1" 30 8'-4" pl 18'-4" 18'x" 18'x" 18'-4" 18'-4" 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" +24" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" .032 .032 10'-8" 10'-8" 10'-8" 10' -- 10'-8" 10'-8" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 16" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 22'-7" 22'-7" 22'-7" 22'-7" 22'-7" 22'-7" -9" 15'-9" 15'-9" 15'-9" 15'-9" ` 16" 22'-2" 22'-2" 22'-2" 22'-2" 22'-2" 22'-2" .042 042 24" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 18'-6" 18'-6" 18'-6" 18'-0" 18'-6" 18'-6" 12'-10 12'-10 12'-10' 12'-10' 12'-10' 12'-10 24" 18'-2" 18'-2"18'-2" 18'-2"18'-2"18'-2" 16" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 024 9'-1" 9'-1" 16" ,24" 12'-8" 12'-8" 12'-8" 12'-8" 12'-8" 12'-8" .024 24" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 9'-10" 9'-10" 9'-10" 9'-10" - 9'-10" 9'-10" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 10'-4" 10'-4"10'-4" 10'-4" 16" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 16'-4" 16'x" 16'x" 16'x" 40 -- 40 6" �16'4" 16'-1" 16'-1" 16'-1" 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" _24" 12'-6" 12'-6" 6" 12'-6" 12'-6" .032 .032 9'-4" 9-4" 9'-4" 9'-4- 9'-4- 9'-4" 13'-2" 13'-2"'-2" 13'-2" 13'-2" 16" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 19'-9" 19'-9" 9" 19'-9" 19'-9" 042 13'-9" 13'-9" r16" 19'-4" 19'x"'x" M16 042 24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 16'-2" 16'-2" -2"l 2" 16'-2" 16'-2"11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 24" 15'-10' 15'-10''-10 15'-10 15'-10" 16" T-3" T-3" T-3" T-3" T-3" T-3" " ,16^ 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 8'-2"024 11'-4" 11'-4" .024 24" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 24" 9'-4" 9'-4" 9' 4" 9' 4" 9'-4" 16" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 50 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" '16" 14'-0" 14'-6" 14'-6" .032 50 .032 24" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" T-0" '24" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 8'-4" 8'-4-8'-4" 8'-4" 8'�" 8'�3" 11'-10" 11'-10" 11'-10" 11'-10" 16" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 042 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 17'-6" 17'-6" 042 24" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 10'-2" 10'-2" 10'=2" 10'-2" 10'-2" 10'-2" x'24" = 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" * 2"x6.5" RAFTER I * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36I ALUM. ALLOY 3004-H36 OR OR EQUAL EQUAL FOOTNOTE: "SAMPLE" 1 FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 2 cr) W tM i �N0000 Zwmeqq'c) U v O � 2 0E- c) ;z ww`"' M M U rn Z 0000 < co . � rn rn FESS 1(� S^5885 OF CAI \FOQ 03-03=15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL 1 s i REVISIONS B MARK DATE DESCRUnM ' gey 4 STEL JOB R 15707,—, 3 i S DATE 3,32015 ee DRAWN BY MAP 3 CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS I 024' 6. .024' 65' .032 .032' .042' .042' F --2.0'—i-3-0 MAX.�.O'--1 * 2"x6.5" RAFTER I * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36I ALUM. ALLOY 3004-H36 OR OR EQUAL EQUAL FOOTNOTE: "SAMPLE" 1 FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 2 cr) W tM i �N0000 Zwmeqq'c) U v O � 2 0E- c) ;z ww`"' M M U rn Z 0000 < co . � rn rn FESS 1(� S^5885 OF CAI \FOQ 03-03=15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL 1 s i REVISIONS B MARK DATE DESCRUnM ' gey 4 STEL JOB R 15707,—, 3 i S DATE 3,32015 ee DRAWN BY MAP 3 CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS I ©E 711111111 3m IT■ aIIIIIII I 6.5" ROLLFORM GUTTER FASCIA � ALUM. ALLOY 3004-H36 v u o t F o HEADER BEAM TYPES GUTTER EXT. CLIP SPLIC i1 DBL. 2"x6.5"x0.042" ALUM. ALLOY 3004-H36 OR EQUAL ('1 DBL. 2"x6.5"x0.032" V TALUM. ALLOY 3004-H36 OR EQUAL B MAG BEAM ALUM.ALLOY 6063-T6 5. -T=12 OR 14 GA ASTM A653 SS GRADE 50 G60 .042' TYP. DBL. 3"x8"0.042" BEAM @MR�AL6 L14 GA. STL.INSERT M. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT ALUM. ALLOY 3004 H36 OR EQUAL NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. 4" I -BEAM V ,ALUM_ 6063-T6 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL 3.0' ALUM--i SQ. ALUM POST B 3" ALUM. ALLOY 3004-H36 HEIGHT LIMITED TO 10'-0" MAXIMUM. SPLICE WHERE OCCURS TYP. D 4.5" MAG GUTTER ALUM.ALLOY 6063-T6 8.• 0.042' TYP. S 3"x8"x0.042" BEAM �_40'M W/ 14 GA. STL. INSERT 3.0' MAX. 3'0� ASTM A653 GRADE 50 G60 3"x8"x0.042" BEAM -( N W/ 12 GA. STL. INSERT ASTM A653 GRADE 50 G60 NOTE: WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8' BEAM. COLUMN / POST TYPES U o H o I o T=12 GA. ASTM A653 SS GRADE 50 G60-\ 3.0' .032' ALUM. 3" SQ.x0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL E ASTM A653 SS GRADE 50 G60 7 T=12 OR 14 GA ASTM A653 SS GRADE 50 G60 @_RBL - 3"x8"x0.042"BEAM AUM. ALLOY 3004-H36 OR EQUAL ----I1.00'r-- .040' ALUM .048' STEEL 3. ' 28' C 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 3" SQ. STEEL POST r ASTM A653 GRADE 50 CP60 0.024' 0.032' PLUGS #10 SMS e24'0 EA. SIDE 3" SQ. ALUM. POST %�ALTUHM. DEPLATES LOY 3004-H36 OR EQUAL INSERT T=0.125' WHERE ALUM. ICCURS ALLOY 6063-T6 7. 0.110' TYP. 7" 1 -BEAM I f ALUM. ALL 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 H W/ 2 "C" INSERTS ALUM. ALLOY 6063-T6 NOTE: WHERE'C' INSERT OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE FULL LENGTH OF THE 7" I -BEAM. 0.075' 3, ' TYP. E MAG POST ALUM. ALLOY 6063-T6 NOTE: EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. =3"SQ.xt=0.188" WHEF SPLICE IH OCCUF WHEREIt rCCURSi0.075'Ij3.0' =4"SQ.xt=0.188" =4"SQ.xt=0.250" .0TYP.I.TI i1 DBL. 2"x6.5"x0.042" ALUM. ALLOY 3004-H36 OR EQUAL ('1 DBL. 2"x6.5"x0.032" V TALUM. ALLOY 3004-H36 OR EQUAL B MAG BEAM ALUM.ALLOY 6063-T6 5. -T=12 OR 14 GA ASTM A653 SS GRADE 50 G60 .042' TYP. DBL. 3"x8"0.042" BEAM @MR�AL6 L14 GA. STL.INSERT M. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT ALUM. ALLOY 3004 H36 OR EQUAL NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. 4" I -BEAM V ,ALUM_ 6063-T6 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL 3.0' ALUM--i SQ. ALUM POST B 3" ALUM. ALLOY 3004-H36 HEIGHT LIMITED TO 10'-0" MAXIMUM. SPLICE WHERE OCCURS TYP. D 4.5" MAG GUTTER ALUM.ALLOY 6063-T6 8.• 0.042' TYP. S 3"x8"x0.042" BEAM �_40'M W/ 14 GA. STL. INSERT 3.0' MAX. 3'0� ASTM A653 GRADE 50 G60 3"x8"x0.042" BEAM -( N W/ 12 GA. STL. INSERT ASTM A653 GRADE 50 G60 NOTE: WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8' BEAM. COLUMN / POST TYPES U o H o I o T=12 GA. ASTM A653 SS GRADE 50 G60-\ 3.0' .032' ALUM. 3" SQ.x0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL E ASTM A653 SS GRADE 50 G60 7 T=12 OR 14 GA ASTM A653 SS GRADE 50 G60 @_RBL - 3"x8"x0.042"BEAM AUM. ALLOY 3004-H36 OR EQUAL ----I1.00'r-- .040' ALUM .048' STEEL 3. ' 28' C 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 3" SQ. STEEL POST r ASTM A653 GRADE 50 CP60 0.024' 0.032' PLUGS #10 SMS e24'0 EA. SIDE 3" SQ. ALUM. POST %�ALTUHM. DEPLATES LOY 3004-H36 OR EQUAL INSERT T=0.125' WHERE ALUM. ICCURS ALLOY 6063-T6 7. 0.110' TYP. 7" 1 -BEAM I f ALUM. ALL 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 H W/ 2 "C" INSERTS ALUM. ALLOY 6063-T6 NOTE: WHERE'C' INSERT OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE FULL LENGTH OF THE 7" I -BEAM. 0.075' 3, ' TYP. E MAG POST ALUM. ALLOY 6063-T6 NOTE: EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. SQ. STEEL POST ASTM A500 GRADE B V M NM_' W to 2 w � 9 M OZ U rn WLu >5 wU- h LU Wco M M ' O co Z cp �Q M v rn Q�FESS Iq�l S5885 OF CA10 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MkRX DATE 0=RPn0N 4 STEL JOB S 15-1071-1 DATE Y 2015 DRAWN BY MAP CHECKED DKR HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS =3"SQ.xt=0.188" =3"SQ.xt=0.250" IH =3"SQ.xt=0.313" =4"SQ.xt=0.188" =4"SQ.xt=0.250" SQ. STEEL POST ASTM A500 GRADE B V M NM_' W to 2 w � 9 M OZ U rn WLu >5 wU- h LU Wco M M ' O co Z cp �Q M v rn Q�FESS Iq�l S5885 OF CA10 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MkRX DATE 0=RPn0N 4 STEL JOB S 15-1071-1 DATE Y 2015 DRAWN BY MAP CHECKED DKR HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS A- -H o I o J f' COLUMN / POST SURFACE MOUNT. AND FOOTING EMBEDMENTtDETAILS / MIN. NUMBER OF REQ. COLUMNS 2 TABLE 1 TABLE 2 ATTACHED ONLY ATTACHED AND FOOTING & ANCHOR BOLTS FREESTANDING USEPOSTTYPEST LY: T BRACKET @ 3 -SQ. POST , W/ (4}#14 SMS EA. SIDE OF POST yr. OR 1/2" M.B. THROUGH POST ALUM.TBRACKET USE WITH ALTERNATE FTG. I F. G. H, I, J OR K POST POST POST TYPE B,C,D, OR E. FOOTING SIZE EMBED. SINGLE POSTS CUBE SIZE SO. 18• DEEP • CUBE FTG. I I I BOLTS I STEEL.T BRACKET OR 9' SQ. 18" 18' SQ. 12' 1/2 DEPTH OF I I BASE PLATE USE WITH 17'-22 CUBED (t) '(2}318.0 t 7l8• 20" 21" SQ. 12' FOOTING OR I I POST TYPE B,C,D,E,F,G,H,J OR K. (2} 3/8'0 STRONG -BOLT 2 SS EA. BRACKET TO SLAB. 3 9 1/2" MINIMUM DISTANCE TO EDGE OF SLABI fl.1. 33" MINIMUM DISTANCE FROM SLAB CRACK TO COLUMN. OW MIN. EMBEDMENT) e SLAB SHALL BE IN . GOOD CONDITION FOR SIZE 3 1/2" MIN. SEE FOOTING IN BEAM SPAN TABLE4 4 EXISTING SLAB O ATTACHED COVERS ONLY O SEE TABLE 1 _ — (;._. d DEIITH d a POURED CONCRETE FOOTING SEE TABLES QUARE POSTS TO CONC. FOOTING ATTACHED COVERS ONLY 23-& 24• CUBED (1) � (2}12'0 31/4 22• 25" SQ. 16' 12" MIN. EMBD_ I I � Z. = w :.' I 11' m ,L Z :. W W n.Q = Tn x9" LONG, 1' ! ' fti�''::�, ;� W W ' FROM END CO OF POST Z POURED SQUARE, SEE FTG. CONCRETE SCHEDULE IN BEAM FOOTING SPAN TABLES O SQUARE POST EMBED. INTO FOOTING 24' 28'SQ. 20 ' 25- - CUBED (2) (4}1/2.0 31/4• 26' 32' SQ. 23" 31•-34'CUBED (2) (4}5/B•0 4' 2s .. 35 . ' SQ25` 30" 39' SQ. 28• 35"-39"CUBED (2) (4}314.0 43/4• 32" 43" SO. 30"(1}7!2'0M.8. 40'-42• CUBED (2) (4}3/4'0 4 3/4' 34' 47" SQ. 32' 36' 51'SQ. 34' NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) a 1) MAY USE EITHER STEEL T BRACKET OR ALTERNATE FREESTEEL T BRACKET PLATE 2) REQUIRES USE OF ALTERNATE FREESTANDING BASEPLATE. 38" 55" SQ. 37" _ 40" 60" SQ. 39 42" 64• SQ. 41" 44" 69"SQ. 43- cuBEFoonNcwl3,rrsLAe i ©m oM 6 ALUM. ALLOY 3.00" OR 6063-T6 2.40"- 1.375" 0 0 �.:75�� 1.60" 1.5 .090" TYP. INSTALL 1Y2" x 1Y" x Y8"HOG WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE %" DIAMETER SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) ALUM "T" BRACKET q 7/16"0 HOLE` FOR 3/8" MB .56" ASTM A500 GRADE B INSTALL 1Y" x 1y" x Ya" HDG 1.125" WASHER PLATE AT ANCHORS - 75" 157" TYP� USE FOR 3" OR 4" 1+-7 STEEL POSTS ys" z 5.50" 2- 5/16"0, HOLES NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. STEEL "T" BRACKET 9• S I .F I FLANGES 2 1/8" APART 2.5". •75" BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES FOR 3" POST, 4" WIDE FOR 4" POST 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. -SIDE (3)-3/4-013 FOR POST TYPE F, G, H, I, (4)- SS316 3/4"0 STRONG -BOLT 2 SS STEEL PER ICC -ES ESR -3037 (4 3/4" EMBEDMENT DEPTH) INSERT TO>3 BASE PLATE 3/16" 3" OR 4" SQ. INSERT X0.188" ASTM A500 GRADE B STEEL POST INSERT 9" SQ. X 5/8" THK. THK. BASE PLATE (ASTM A500 GRADE B STEEL) 1 y" 6Y" 1�1 Y4" WELDED STEEL BASE PLATE D ALTERNATE FREESTANDING BASE PLATE .ANCHOR CV cn 4-1 W � CD m M u z�� o a, W Q~ U u1 LL wWm M o U 0' Z Co U) CIDM 'tt FESS 1( t S588 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL 1 E I ( I REVISIONS e WM DATE DESCRPTWN - 4 STEL JOB 0 157071-1 >! st DATE 3131201s g0 DRAWN BY MAP } CHECKED DKR COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS t SH -10 10 OF 50 SHEETS A — 4= 1— � LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS /BEAM SPLICE TO 1/ OCCUR DIRECTLY OVER 5/8" 0 PLASTIC I POST. NOT PERMITTED PLUG WHERE 6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE PER SIDE 1 ,5^ #14 SMS MAY BE USE AS 3.5" 3.5" ALTERNATE TO - 3.5" 3.5" 1/4"0 BOLTS 8" BEAM } 'm_ 2"X6.5"X0.032" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 7' 2 3 3 4 3 4 8' 3 3 3 4 4 5 9' 3 4 4 4 4 5 10' 3 4 4 5 5 6 11' 4 4 4 5 5 6 12' 4 5 5 6 5 7 13' 4 5 5 6 6 7 ax ��_ 'm F- 2"X6.5"X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. BI EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 2 2 2 3 3 3 7' 2 3 3 3 3 4 8' 2 3 3 4 3 4 9' 3 3 3 4 4 5 10' 3 4 4 4 4 5 11' 3 4 4 5 5 6 12' 1 3 4 4 5 5 5 13' 1 4 5 4 6 5 7 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. 5" ❑1 OR ❑2 I SEE NOTES BELOW I I 6 1/2" SIDEPLATE EA. SIDE SEE POST SCHED. #14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES POST SCHEDULE 1❑ 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.042" W/ (6)-#14 S.M.S. EACH SIDE. 1 W/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. BEAM TO POST CONNECTION 21 ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED (E) STRUCTURE ROLL -FORMED OR INSULATED ROOF PANEL II TERLOCKING SEAMS, TYP.--,,, VALL HANGER ROOF PLAN FASTENERS, SET 4 ROLL -FORMED #14 SMS E 32' O.C. MAX. OR IRP (4 MIN. PER PANEL INTERLOCK) OLL-FORMED PANEL SEE SHEET 4 OROOF HANGER ROLL -FORMED PANEL INTERLOCKING SEAM #14 SMS E 32. O.C. 4 MIN. PER Ef ALUMINUM SI TOP & BOTT. 0.024' 'ION, P INSULATED ROOF PANEL INTERLOCKING JOINT cn Z_ r ti W Wco N M rn O V rn W a� C/) W W LLLJ M c� C5 U00 rn Q co FESS / co o S 5885 OF CF,I\FO4 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCF"PT)N 4 STEL JOB R 15.1071-1 DATE =015 DRAWN BY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH -11 11 OF 50 SHEETS C OLUI AN 1 3"x I"x0.02" / (2) 2"x6 5"xOI042" SIDE PLA TES. — SE ®I AN 7 C LU N 2 PE SPAN T f� BLEB O s PROJEC ROOF PANEL ATTACHMENT LENGTH L ROOF PLAN FASTENERS, SET 4 ROLL -FORMED #14 SMS E 32' O.C. MAX. OR IRP (4 MIN. PER PANEL INTERLOCK) OLL-FORMED PANEL SEE SHEET 4 OROOF HANGER ROLL -FORMED PANEL INTERLOCKING SEAM #14 SMS E 32. O.C. 4 MIN. PER Ef ALUMINUM SI TOP & BOTT. 0.024' 'ION, P INSULATED ROOF PANEL INTERLOCKING JOINT cn Z_ r ti W Wco N M rn O V rn W a� C/) W W LLLJ M c� C5 U00 rn Q co FESS / co o S 5885 OF CF,I\FO4 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCF"PT)N 4 STEL JOB R 15.1071-1 DATE =015 DRAWN BY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH -11 11 OF 50 SHEETS A o.. B o C o D o E o RF o - G o H o I BEAM TO POST & LATTICE TUBE TO RAFTERCONNECTION DETAILS SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS SIMPLE SPLICE FULL MOMENT OPTIONAL DECORATIVE FASCIA 9° j3' 1" (WOOD, ALUM. OR HARDBORD ) 24" B, F 1 1.1 ftl= #10 S.M.S.@EA#10S.M.S. ALLEY,TYP.(12) - #14 x 1/Y S.M.S. EACH SIDE OF 3' TOT. II #12 S.M.S. II SO. POST (&TOTAL) TYP. THICKNESS =.035 (24 TOT ALTERNATE va 0 BOLT W/ WASHER B TYP. THICKN S =.035" EA SIDE OF 3" SO. POST +++Ll ++ ++!I++ ++ALUM. ALLOY 3004 H36ALUM. ALLOY 3004-H36 WOR 6063-T5 FOR EXTRUDED + �urOR 6063 -TS FOR EXTRUDED 7 NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I ) i 5 i O+' IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS L SPLICES - ROLLFORM&NOTCH I -BEAM FLANGE3' SO. POST ED EXTRUDED FASCIAS I -BEAM ALUM ALLOY AS NEEDED TO CLEAR 2.35" NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE I SO. POST,CONNECT WEB 3"- STL. C -BEAM TO POST W/ (2) - 5/8.0 TOTAL= (8)-1/2.0 BOLTS k THRU$OLTS @ 4" I -BEAM. 4014 x 12" S.M.S. EACH SIDE OF 3' SQ. POST (, AND (3) - 5/8.0 THRU BOLTS' SO. POST (&TOTAL) @ 7'1 -BEAMS ALTERNATE' 1/4'0 BOLT WI WASHER 1.00' EA. SIDE OF 3' SO. POST O i9 O O G=.- TTER FASCIA �1 3.00 W SO. POST MAG BEAM SPLICE WHERE 2• �� { OR .2 OCCURS 4" {SO. STL. BEAM .070., - • TYP.0 0H - BRACKETTO POST 14 RAFTER "TAIL" TO GUTTER _Tl5 ALUM. ALLOY I NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf. 6063-T6 3" x 8"x.042" BEAM, ROOF LIVE AND SNOW LOADS 3" SQ. STEEL OR 4" I-BEAM3�70. MAG BEAM. MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. I 1. 5' f o J "L" FASTENERS V-0" 4 - #14 SDS 2'-0" 6 - #14 SDS T-0" 12 - #14 SDS FASTENER SPACING = 3/4" FASTENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES O O O #14 x 1/2" S.M.S. TOP AT OVERHANG (6)-#14 SDS @ EA. SIDE, & BOTT. (2) -TOT. d SPLICE WHERE TOP & BOTT. TOT =24 occuas 4. 0 .11" TYP. IT3"X L FASTENER 61/2" 00�L_[>_ O GROUP O O OR O 0 - TER ALUM.BRACKETX 7S.M.S. 3"ALUM. OR 16' 1' TEEL POST .CC.ALUM.ALLOY IA 6063 T6 7" I -BEAM 24 2" 1""L"SEETABLE MOMENT C -SPLICE "U" BRACKET - RAFTER TO BEAM ER 1 %2" SQ. OR 2" LATTICE TUBE 1 21lx3" LATTICE TUBE P2 z LATTICE TUBE TO'RAFTER 16 "U" BRACKET - RAFTER TO BEAM 17 ; 3.125" FOR 3 x RAFTER { 2.125" FOR 2 x RAFTER ALUM. ALLOY 3105-1-125 1 1/2" SO., 2" SO., ALUM. ALLOY 3105-H25 OR 2"x3" LATTICE #8 x 2 "SMS, 2 1/2" @ 3" O.C. MIN. 1 1/2" ( = .040" @ 6063-T6 1.50" 1 50" OR 3 1/2". TYP. ; UP TO 6"O.C. MAX. .28" ,y�� 2n y .018" T .28" � 3., — . .018 i (6) - #14x 3/4" TEK SCREWS BRACKET TO RAFTER �12' MIN. O O 0 A R (6) - #14x 3/" TEK SCREWS BRACKET TO BEAM ce CV CQ c r _ 2 0C-? W Qw� cUnwL W W Cc; c� h oU(. Z D 00M < D7 qcT FESS 1� S 5885 ---03-03-15-- --- DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL r j ( t 9 e REVISIONS WRK DATE DMR"ON y� 4 STEL JOB # - 15.1071-1 3 DATE W3015 y0 DRAWN BY MAP } CHECKED DKR BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 12 12 OF 50 SHEETS H s f e 7 0 8 o o D e E o - F 0 G o H o 1 o HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS e TRIBUTARY WIDTH TABLE PROJECTION — 2 D CLEAR SPAN 0.147 - TRIBUTARY TRIBUTARY= h WIDTH 1 1/2 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS 1 • EQUAL TO CENTER SPAN TO CENTER SPAN NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED a FAN BEAM FAN BEAM (19'-0" MAX SPAN) FAN BEAM FAN BEAM HEADER 1 C-1 z CEILING FAN AND/ T=.075 1= OR LIGHT FIXTURE TYP. X ( MAX. 30 lbs. ) wlz FAN BEAM ALUM. ALLOY 6063-T6 #14 x 3 1/2" S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER T IG J.V.V. VVI\LYY AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL Ll M ti r- ( ". co w U) Nf3) o Z O U rn w <Ld F u U) wLL W w M M M U Z C'O UQ co rn rn MESS 1( ,S 5885 i OF Cp;1.\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCFJPnOR 4 STEL JOB 9 15-1071-1 DATE 3!31201 s DRAWNBY MAP CHECKED DKR HOW TO DETERMINE TRIBUTARY WIDTH 81 FAN BEAM DETAILS SH - 13 13 OF 50 SHEETS CLEAR SPAN (FT.) O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 NP 3' - 7 7 8 8 9 9 10 10 11 11 12 12 NP NP NP 4'. - - - 9 9 10 10 11 11 12 12 NP NP NP NP NP 5' - - - - - 11 11 12 12 NP NP NP NP NP NP NP CLEAR SPAN 0.147 - TRIBUTARY TRIBUTARY= h WIDTH 1 1/2 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS 1 • EQUAL TO CENTER SPAN TO CENTER SPAN NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED a FAN BEAM FAN BEAM (19'-0" MAX SPAN) FAN BEAM FAN BEAM HEADER 1 C-1 z CEILING FAN AND/ T=.075 1= OR LIGHT FIXTURE TYP. X ( MAX. 30 lbs. ) wlz FAN BEAM ALUM. ALLOY 6063-T6 #14 x 3 1/2" S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER T IG J.V.V. VVI\LYY AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL Ll M ti r- ( ". co w U) Nf3) o Z O U rn w <Ld F u U) wLL W w M M M U Z C'O UQ co rn rn MESS 1( ,S 5885 i OF Cp;1.\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCFJPnOR 4 STEL JOB 9 15-1071-1 DATE 3!31201 s DRAWNBY MAP CHECKED DKR HOW TO DETERMINE TRIBUTARY WIDTH 81 FAN BEAM DETAILS SH - 13 13 OF 50 SHEETS G 3 10 PSF LIVE LOAD - 110,120,130 MPH - EXP_ B & C i F W/ DBL. 12 CSA. 3TL. INSCRT ^ CL I o m � ATTACHED FREESTANDING ¢ _ j p m � � • MIN. POST TYPE M - r s _ - - I 32'-0" 34 H 31'-2" 36 K 5' G O 5 11'-4" 6' 29'-2" 19 29'-2" 22 • t . i 9'-9" j ° E 1 r , 7 8'-6" z 25'-3" 20 25'-3' 23 F 25'-3" 34 24'-8' 34 H 8' J 6 7._7" l 23'-1 21 3'-10" 23 E 1 3 10 PSF LIVE LOAD - 110,120,130 MPH - EXP_ B & C i F W/ DBL. 12 CSA. 3TL. INSCRT ^ CL I o m � ATTACHED FREESTANDING ¢ _ j p m � MAX•POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE M - f 4 _ - - I 32'-0" 34 H 31'-2" 36 K 5' G O 5 11'-4" 6' 29'-2" 19 29'-2" 22 • t . 6, 9'-9" j ° E 1 r , 7 8'-6" 8' 25'-3" 20 25'-3' 23 F 25'-3" 34 24'-8' 34 H 8' J 6 7._7" l 23'-1 21 3'-10" 23 E 1 9. 6'-10" 10' ATTACHED & FREESTANDING LATTICE COVERS 10 PSF LIVE LOAD - 110,120,130 MPH - EXP_ B & C DBL. 3"x8"x0.042" BEAM F W/ DBL. 12 CSA. 3TL. INSCRT ^ CL MAX.COL SPACING ON SLAB (2)• (3) o m � ATTACHED FREESTANDING ¢ _ j p m � MAX•POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. MIN. SPACING (IN.) POST (SPAN) (1) TYPE 13'-7 " 5' 32'-0" 19 32'-0" 21 E 32'-0" 34 H 31'-2" 36 K 5' G O r 11'-4" 6' 29'-2" 19 29'-2" 22 E 29'-2" 33 H 28'-6" 36 6, 9'-9" 7' 27'-1" 20 27'-1" 22 E 27'-1" 33 H 26'-4" 35 I , 7 8'-6" 8' 25'-3" 20 25'-3' 23 E 25'-3" 34 24'-8' 34 H 8' J --� LL 7._7" 9' 23'-1 21 3'-10" 23 E 23'-1 " 35 1 23'-3" 34 H 9. 6'-10" 10' 22'-8" 21 22'-8" 24 E 22'-8" 35 22'-1" 35 10' O 6'-2" 11' 21'-8" 21 21'-8" 24 E 21'-8" 36 21'-1" 35 11 , r 5'-8" 12' 20'-8" 22 20'-8" 25 E 20'-s" 36 K 20'-2" 36 J 12' MAX.COL. SPACING ON SLAB (2) (3) ¢ F no D 3 ATTACHED FREESTAND/NG } � p m MAX POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. MIN. SPACING (IN.) POST (SPAN) (1) TYPE 13'-7" 5' 32'-0" 20 32'-0" 23 E 32'-0" 36 30'-3" 3s K 5' G O r 11'-4" 6' 29'-2" 20 29'-2" 23 E 29'-2" 35 1 27'-8" 37 K 6, 9'-9" T 27'-1" 21 27'-1" 24 E 27'-1" 35 1 25'-8" 37 K 7 J 8'-6" 8' 25'-3" 21 25'-3' 25 E 25'-3" 34 H 24'-0' 36 K , 8 J _ LL 7._7" 9• 23'-1 22 3'-10" 25 E 23'-1 " 35 I 22'-0" 35 9. 6'-10" 10' 22'-8" 22 22'-8" 26 E 22'-8" 35 22'-1" 35 10' O 6'-2" 11' 21'-8" 22 21'-8" 26 E 21'-8" 36 21'-1" 35 1 , 11 r 5'-8- 12 20'-8" 23 20'-8" 26 E 20'-8" 36 K 20'-2" 35 I 12' = MAX.COL. SPACING ON SLAB (2).(3) F H o 223 ATTACHED FREESTANDING ¢ _ j p m MAX•POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX•POST FTG. MIN. SPACING (IN.) POST (SPAN) (1) TYPE 13'-7" 5' 32'-0" 21 32'-0" 24 E 32'-0" 38 29'-4" 40 K 5' O r 11'x" 6' 29'-2" 22 29'-2" 25 E 29'-2" 37 K 6'-10" 39 6, 9'-9" 7' 27'-1" 22 27'-1" 25 E 27'-1" 36 4'-10 38 K 7' 8'-6" 8' 25'-3" 23 25'-3 26 E 25'-3" 36 J 23'-3' 37 K , 8 J J ILL 7'-7" 9' 23'-1 23 T-10' 26 E 23'-1 35 I 22'-0" 37 K 9. 6'-10" 10' 22'-8" 24 22'-8" 27 E 22'-s" 35 1 0'-10" 36 K 10' � O 6'-2' 11 21'-8" 24 21'-8" 27 E 21'-8" 36 9'-10" 36 K 11' r .12' 20'-8" 24 20'-8" 28 - E 20'-8" 36 J 19'-1" 36 I 12]' ti W co M 4 U) 04 o Z Q ci O V . Z aL aiw� LLJ LU (� M C:) U Z co rn FEss/ q� Z K �, O OF Cpl:\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL I i j f REVISIONS 4 MARK DATE DESCRFnON I gg� 4 STEL JOB 9 151071-1 3 DATE 31311015 gge DRAWN BY MAP 3 CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH B SH. - 36 - 36 OF 50 SHEETS 1 4 a 5 0 6 0 81 2 M 04 � L W � `l' W U) cv � M M LLI U rn m QLLI� u�w� LL - LL] M L1J W M M o Ua' Z c UQ M CT) CT) FESS Igy9l o S.5. 85. OF dAt \F�� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS Om DATE DESCRIPUM 4 STEL JOB 8 15-1071-1 DATE 373n01s DRAWN BY MAP CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 31 37 OF 50 SHEETS 7'-6" 10' y' -s"9'-3" T E 8'-1 1 8'-3" 7 -0" C 168 8 -3" T-0" 330 G 91-10"9'-10" 1 E 9'-1 3 G 12'-0 1 21 E 12'-012.-0" 333 H 11'-6 120 E 11'-6"1 333 H a 17 32 7'-0" 8'-2" 7'-0" 2p 9'-10' 32 12'-0" 1'-6" -6" 7'-0 11 8'-10" 15 E g' -g^ 32 J 7'-1 6'-4" C 7'-10" 6'-4" 31 G 9'-6" 17 E 9'-6" 32 G 11' 4" 18 E 11'-4" 34 H 10'-1 18 E 10'-10" 33 H N 8'-10" 17 8'-6" 32 7'-10" 6'-4' �16 7'-10 6'-4" 31 9'-6" 20 9' s" 32 11'-4" 21 11' 4" 34 10'-10' 21 10'-10' 33 6'-6" 12' 8'-6" 15 8'-1" 33 J 7'-7" 5'-10" 7'-7" 5'-10"'"E 8'-1" 33 T } _ ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING MAX.COL. SPACING o MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST MAX.POST FTG, MIN. MAX.POST MAX.POST FTG• MIN. MAX•POST FTG. MIN. MAKPOST FTG. MIN. MAX•POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. I1.I.1L CL ON SLAB m� SPACING (IN.) POST SPACING (IN.) POST SPACING FOR DBL. SPACING FOR (IN.) POST SPACING SPACING FOR 3"x8. (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING IN. ((1)) (IN. POST G (2) (3) (SPAN) (1) TYPE (SPAN) (1) TYPE 2x6.5' 0032' BEAMB" (1) TYPE 2'x6.5.003 (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) TYPE (SPAN) (1)) TYPE 13'-0" 14 B 12' 31 H 11'-7" 12'-0" B 15 11'-7" 12'-0" 29 G 13'-1 16 C 13'-1 31 G 16'-9" 17 C 16'-9" 32 G 16'-1" 17 C 16'-1" 32 G C 13'-0" 16 12'-4' 33 J 11'-7" 12'-0" 17 11'-3 11'-8" 31 13'-10' 18 13'-7" 32 16'-9" 20 16'-6" 34 H 16'-1" 19 15'-8" 34 H r9._9.. 6, 11'-1 14 C 11 ,4^ 30 H 10'-7" 11'-0" B 16 10'-7" 11'-0" 28 G 12'-9" 17 C 12'-9" 30 G 15'x" 18 E 15' 4" 31 G 14'-8" 17 E 14'-8" 31 G 11'-10 17 11'-4" 32 I 10'-7" 11'-0" 18 10'-3 10'-8" 30 12'-9" 19 12'-6" 32 15' 4" 20 15'-1" 33 H 14'-8" 20 14'-4" 33 H 9._01. �. 11'-0"1 1 (� 10'-610'-6 332 H 9.. 9'-19'-10" B 168 9'-9" 9 -1 230 G 11'-9"I 1 C 11'-9 3 G 14'-314.-3" 1 E 14'-314 333 G 13'-713.-7" 12p E 13'- 332 G -0" 17 19' 9 -9" 9'-7" 9' 6" _9.. 19 1 -7" 31 21 -0" H 3.-3" J 8'-6" 8 10' 4" 15 C g'_1 31 H 9'-2" 8'-8" C 16 9'-2" 8'-8" 29 G 11'-1" 17 E 11'-1" 31 G 13'x" 19 E 13' 4" 32 H 12'-9" 18 E 12'-9" 32 G 10' 4" 17 9'-10" 31 9'-2" 8'-8" 19 9'-0" 8'-4" 29 11'-1" 20 10'-9' 31 13' 4' 21 13'-1 32 12'-9 21 12'-6' 32 �--% 8'_0.. 9' 9'-9" 16 E g'-3^ 32 8'-8" 7'-9" C 17 8'-8" 7'-9" 30 G 10'-6" 18 E 10'-6" 31 G 12'-7" 19 E 12'-7" 33 H 12'-1" 19 E 12'-1" 32 H 9'-9" 18 9'-3" 32 g' 8^ 7'-9" 19 8' 6" 7' s" 30 10'-6" 20 10'-2' 31 12'-7" 22 12'-3" 33 12'-1" 21 11'-9" 32 �._6. 10' 9'-39-3" 168 E 8-18'-10" 332 8'-3"8.-3" 7. ^ C-3^8'-1" 7,-0..6'-8" 330 G 9'-19'-10" 01, 117— E 9'-109' 331 G 12'-012-0' 122 E 12'-p1,'-8" 333 H 11'-6"1'-6" 122 E 11'-6"1•_2 333 H 7-0" 21 8^ 7'-0 11 8'-10" 16 E 8'-6" 32 J 7'-10" 6' 4" C 174'-10" 6'-4" 31 G 9'-6" 18 9'-6" 32 G 11' 4" 19 11'x" 34 10'-10" 19 10'-10" 33 N 8'-10" 18 8'-6" 32 7'-10" 6' 4" 7'-8" 6'-2" 31 6'-6" 12' 8'-6" 16 19 E 8'-1^ 33 J 7'-7" 5'-10" E '-7" 7"" 5'-10" - - 8'-6" _ 8-1" 33 T-7" 5'-10 2 M 04 � L W � `l' W U) cv � M M LLI U rn m QLLI� u�w� LL - LL] M L1J W M M o Ua' Z c UQ M CT) CT) FESS Igy9l o S.5. 85. OF dAt \F�� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS Om DATE DESCRIPUM 4 STEL JOB 8 15-1071-1 DATE 373n01s DRAWN BY MAP CHECKED DKR LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 31 37 OF 50 SHEETS