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BPAT2014-1015787495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BPAT2014-1015 Property Address: 49499 EISENHOWER DR APN: 658190011 Application Description: 12 UNITS 35 X 10 Property Zoning: Application Valuation: $60,000.00 Applicant: VALLEY PATIOS 37897 CHESTERFIELD ST INDIO, CA 92203 `Vz? �­ 4 4 0914V COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 V Owner: KSL DESERT RESORT 1 POST OFFICE.SQ STE 3100 / BOSTON" MA 92253 D Contractor: VALLEY PATIOS 37897 CHESTERFIELD ST AUG 1 2014 INDIO, CA 92203 (760)534-4634 CITY OF LAQUINTA COMMUNITY DEVELOPMENT DEPARTMENT Llo. No.: 937811 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: _ License No.: 937811 Date: �r l )' I Contractor OWNER -BUILDER DECLARATION 1 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, 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 perj a ere is a construction lending agency for the performance of the work for is er, it is issued (Sec. 3097, Civ. C.). Lender's Name: (� Lender's Address: C \ Date: 8/11/2014 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 those 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 property for inspection purposes. Date: v `H U Signature (Applicant or Agep FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY rr AMOUNT mx : PAID PAID DATE rf**':ask' 3— BSAS SB1473 FEE 101-0000-20306 0 $3.00 $0.00 MET HO w, RECEIPT # t + CHECK # • . BY; ;CLTV Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $3.00 $0.00 ;:DESCRIPTION fi ` ACCOUNT? QTYr ..AMOUNT + �c�:BAID PAID DATE'. y PATIO COVER, STD, OPEN 101-0000-42404 0 $1,149.72 $0.00 S# :;` "METHOD � �> ` ��+ C�� RECEIPT CHECK #F.`' � CLTD BYE`. x � ACCOUNT M"�t'.: QT.Y" ` AMOUNT" '��, ` PA a `, K PAID DATE , .1.etT PATIO COVER, STD, OPEN PC 101-0000-42600 0 $1,132.56 $0.00 ss " r'# s,,:v1PAID BY: ;n xa' METHOD RECEIPT #+CHECK # CLTD BY r.. _• . 4. x` , ,z r, r ter. :.._ ,. •:. r Total Paid for PATIO COVER / COVERED PORCH / LATTICE $2,282.28 $0.00 DESCRIFTION'K� µde' s r 4' 1r ACCOUNT;=AMOUNT;'PAID PAID DATE �.. SMI - RESIDENTIAL 101-0000-20308 0 $7.80 $0.00 PAID. BY s s a METHOD < RECEIPT # sr CHECK k s fi Total Paid forSTRONG MOTION INSTRUMENTATION SMt $7.80 $0.00 i 00 9 Bin # Qty of U Q crin to Building 8t Safety Division P.O. Box 1504, 78-495 Calle Tampico . . La Quints,CA 92253 - (760) 777-7012. Building Permit Application and Tracking Sheet Permit # Project Address: y- (T 7 Fr5en ho w e_.%• 0/ Owner's Name: (PU r + A. P. Number: - �c1� Address: T — C�Cj g C �S C' n AOt.✓'Ll 6r. Legal. Description: City, ST, Zip: Contractor: (.l I e, ab o S 1 Telephone: Address: 3-7 S 9 -7 Project.Description: A l v41%,a.t4/QO 101471D City, ST, Zip: 1 AA10 C.jkq 220 Telephone: AY -53+ b3 1, .City (� UA l )-s State Lic. #: � �j�%�� ( Lic.`#.•:� Arch., Engr., Designer -� Address: City., ST, Zip: -2i�© Telephone: State Lic. #: !{};lu?;:;fi4i'f.;::viT%.iiiiiiiii: i:.: iiiiii:i is Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: AAA-1 i y • Sq. Ft.: # Stories: # Units: Telephone #,of Contact Person: 76ID - 5'3 LJ —Ll b J ky Estimated Value of Project:* d o APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACMG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for corrcctionsrissue Electrical SubcOntactor List Called ContactPcrson Plumbing Grant Deed Plans picked up S.M.I. R.O.A. Approval Plans resubmitted Grading IN ROUSE:- 'rd Review, ready for correctionslissut Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees :- s ' oho \3 ft.s� Asa -...> :. C�wh _ AVEDA FERNAND.O =�' N4 V:. Cho N 'I 4giaD j x- • qaO � " J � �� t� . rdq i gR. a Aae g6.m967 ° c. r f- BAUCRIS Sal .� Y 9� S x 907• QooM sus q q+o V R �} s 9Q V.�..J a 6 6 901 0 N 9m3 19 °`l.i �+a � �.�• cii'�ii ��ll i� S i — ] i 1wcvm° AE TRE\TY(4 i d _ 9026q6 °sr[as l ttttttsttl►ntttsict 1 1 } } s � r6a4 r6co I Mill r. 165D 6,�7 A boa e- ra J +6Ja • 1 771A l aox I� 65b i }tt r ■ C}5 btR �- i■ F :br6 7a 1 loex rbt8 rbxS i■i bn + 73 070 L._ 63x +6 3 70o f651 tbq) a66 fiieTis>• b8q CI�I� 0 09 �' nElm +if �.�tA CASA "no 6 G' o E 1�~ �. ,J• ;��RESTA BASIROON,r ,,� quu�AV•:.'n' 6S _O �;� - J.� G�...d _ W ffAYfJxVOA t AF. p. _ 10, r : ; 4 4 •Tal fno�o au. fxftMf ■R1r � ■.. [• RESORT ENTR fR.►. R R LOBBY. p ^ f-G10RA: g r 420 • 64LLRD04 ,+, E� 7 ,6+ m m ,xS 419 'A .SFj ~fu iif QS r. 461 'j` ;mom i 1 J lax 'JJ �i ®Q� a. `1 O 41 ^a. uq aYAM A1f }gf e10 us �R8 tiil qp �` o AUNTAf y .0 ww-s_ lift F1tltliE *t:unssn Du[e,s, �g.,�uts �Mifff .SRQtS�^'ate' . Fs,•1 R Came Room lcual l c..;+y CW I— w 0 p� o fd+ sn • _ r CALLS MAZE T-.W4 _ _ os— uMumixxn t/ S� �71i7i�y'Y{y'1 So S. sn 0 S A R B -0 L E S 1071 ti 5' 35' PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS. INC. DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT_COMP INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING RE YSEI 7-10-MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND TI JAL -ADM 1 10TCOLUMNS-BEARING,ON CONCRETE-SLABIS IN ACCORDANCE WITH 201 SECTION AH105_2. . DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, 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, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. 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. 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 12 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 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'. 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 (HIP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (LIP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). 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 B. ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 CP60. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 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. 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, EXCEPTION 2. 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 SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE SHEETS 49 FOR SPAN REDUCTION FACTORS. DESIGN REQUIREMENTS: RESIDENTIAL APPUCATIONS - CRC AND IRC APPENDIX H. CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I. ROOF LIVE AND SNOW LOADS: 10, 20. 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psi. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 pst) ADDITIONAL DESIGN REQUIREMENTS: 1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. 2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES B AND C. 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 1.0. 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 o =1.0, S '�= 0.50 RESPONSE MODIFICATION FACTOR, R1.25 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 WIND SPEED CONVERSION TABLE: CBC / IBC WIND SPEED EQUIVALENT CRC WIND SPEED 110 MPH 85 MPH 120 MPH 93 MPH 130 MPH 101 MPH SITE DESIGN PARAMETERS: SITE ADDRESS: WIND SPEED & EXPOSURE: ROOF / SNOW LOAD: T-1........... TITLE SHEET, DESIGN LOADS, GENERAL NOTES 1 ............SOLID PANEL STRUCTURES 2 ............OPEN LATTICE STRUCTURES 3-4 .........PANEL SPANS TRI-V, W-PANEL & FLAT PAN 5 ............MINIMUM FASTENERS 6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 7 :...........HEADER BEAM TYPES, COLUMN / POST TYPES 8 ............EXISTING EAVE CONNECTION DETAILS 9 ............HANGER CHANNELS AND MOUNTING BRACKETS 10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS 11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS 12 ...........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS 13 ...........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS 15-17 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH 18-20 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH 21-23 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH 24-27 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH 28-30 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH 31-33 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH 34-36 ...:..LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH 37-38 ..:...LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 11(-130 MPH 39-40 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-1.30 MPH 41-42 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH 43-44 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH 45-46 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH 47 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS 48 ...........SNOW DRIFT DESIGN 49 ...........SPAN REDUCTION FACTOR TABLES EaW W moz N z Q JW K ~ N Z �ww o� Z < ui o w m N U co7 z W U) 0QUW OO WD: a w a w x rn ThlnkPad\Duralum\IAPMO 0195\2-28-14 A 2.dwg, 5292014 420:39 PM, CutePDF Writer, . iA" !dt �1�d4b�2 a L T�iOMAS �tA1f °. ' • SOLID PANEL STRUCTURES ROOF ROOF OVERHANG, ATTACHMENT CHANNEL OVERHANG, cc ATTACHMENT CHANNEL TABLES SEE DETAIL A. B & C, OR WOOD, �ENGTy SEE DETAIL A, B & C, ROOF PANEL SEE TABLES ENGTH OR WOOD, W O ROOF PANEL SEE qN0 CONCRETE OR SHEET 8 4 FOR O D SAC( TRUCTU!=E CONCRETE OR (i W PANEL ATTACHMENTSHEET 4 FOR OOOF SHEET 8 Syq� Np TRVCn/ 1 MASONRY WALL THEPROJE pANELHEET ATTACHMEN �O FT. Np THE MASONRY WALL � SUPPORTING ES SEE SHEET 8 MIN. 0.25" SLOPE PER SUPPORTING pR0 /ES SEE SHEET 8 ONS T HANGER 8� BEAM �S "W O GER &BEAM. O. SPAN O.H. vim', " ¢<d "O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25% W o OF ROOF PANEL OF ROOF PANEL a FA R ALLOWABLE SPAN ALLOWABLE SPAN � M'U 13 SEE DETAIL 11, SHEET 12 B SEE DETAIL 11. SHEET 12 B a �3 FOR MANDATORY SPLICE. Sp POST qlV/ BEAM - SEE TABLES FOR MANDATORY SPLICE. p� Sp OST BEAM - SEE TABLES O 5 °2 ~ 0 NO BEAM SPLICE AT s cl SEE NG F = NO BEAM SPLICE AT SPgN/ SF AC/N EXTERIOR POSTS. E TA&L G FOR POST SPACING _ w EXTERIOR POSTS. T,4g LeS S POSTS, SIZE VARIES O•H, NOT M 25% iv POSTS, SIZE VARIES p C NOT TO M o U SEE SHT. 11 FOR MINIMUM OFBO EJI�CEE SEE SHT. 11 FOR MINIMUM OFBEEO25y° �M NUMBER OF REQUIRED COLUMNS COwge�E NUMBER OF REQUIRED COLUMNS q �� OwAste SPA SPA qN a a �o '' 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED.. NOTE: NO SPLICE AT IOR POSTS 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. I7 N N a SEE TABLES SEE TABLES NOTE: EACH COMPONENT IS INTER- MAX. HT.= 12' NOTE: EACH COMPONENT IS INTER- o a FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER w o SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION ww <Ir rl U o 0 OIt % y ROOF PANEL SEE TABLES LENGTH LENGTH SHEET 4 FOR ROOF PANEL ATTACHMENT TO OF STRU CARE ROOF PANEL SEE TABLES MIN. 0.25" SLOPE SHEET 4 FOR ROOF PANEL OF STR UC�RE SUPPORTING BEAM. O.H V qR/ES PER FT. O.H. V gRIES E ATTACHMENT TO 8 SUPPORTING BEAM. m O.H. SPAN O.H. SPA LL "O.H." NOT TO EXCEED 25% gpAN "O.H." NOT TO EXCEED 25% o ¢ z U 3 OF ROOF PANEL OF ROOF PANEL ALLOWABLE SPAN ALLOWABLE SPAN � 5 SEE DETAIL 11, SHEET 12 B SEE DETAIL 11, SHEET 12 ✓ BEM p w � FOR MANDATORY SPLICE. Sp POST BEAM - SEE TABLES FOR MANDATORY SPLICE. Sp POSTSPMI/ BEAM - SEE TABLES w CL > w NO BEAM SPLICE AT SpgN/ EXTERIOR POSTS. `SEE T qC//VG. �LE3 FOR POST SPACING = NO BEAM SPLICE AT SEE T qC//yG. EXTERIOR POSTS. gBLES FOR POST SPACING = U a H o ix POSTS, SIZE VARIES NOTT POSTS, SIZE VARIES O•N. NOTT III cj a m 1/2" SLAB q MAY BE USED � (V OF B ALLOW LFSpgN 3 1/2" SLAB MAY BE USED OF g �° gLLO3 LE 3pgN N w TO CONSTRAIN -- TO CONSTRAIN z FOOTING, SEE FOOTING, SEE W g c o �om TABLES TABLES Z W w �r-4 FOOTINGS FOOTINGS SEE TABLES NOTE: EACH COMPONENT IS INTER- SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER rn COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. U. O 0 TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION ThinkPad\Duralum\lAPMO 0195\2-28-14 A 2.dwg, 52.92014 421:53 PM, CutePDF Writer, ` OPENIATTICE STRUCTURES RAFTER SEE TABLES . .. aE + `' - z WALL LEDGER OR z + Y E1 j SST/p ROOF OVERHANG, S 'WALL~GB(qER OR�' SEE DETAIL AB & C Z z JL TjNG%'hG OOF OVERHANG, MAX y ' LNG . SHEET & "' r, ti r MAX O.H. O H SEE DETAIL AB & C, H 25% OF RAFTER \\ SHEET 8.' g O ALLOW PAN ' \ RAFTER. SEE TABLES UO m +_ tO�%O�G MAX. O.H. O.H Q a _ 25% OF RAFTER Q 7"9N 5 ?S��y r 0 ALLOWS ALAI f wo uJ MANDATORY BEAM SPICE -SEE G J DETAIL 11. SHEET 12 G� G r ti i . . O s qa • + NO BEAM SPLICE AT 6.O r � o c EXTERIOR POSTS g�0 �q x w R MANDATORY BEAM SPICE - SEE _ o LENGTH OF STRUCTURE VARIES _ w - G� G. O DETAa NO BEAM SPLICE AT r ' ` { ' - - POST WITH SIDE PLATES .- ^`� ' p 6 SEE SHT. 11 FOR MINIMUM i, . EXTERIOR POSTS - ' ®3 O� 1 1 • _ OST 'Sp NUMBER OF REQUIR COLUMNS M_ - LENGTH OF STRUCTURE VARIESI C' - '' a a .V 3 1/2' SLAB ATTACHMENT 6F - VVWW , ' o a9i f POST WITH SIDE PLA <_ oOST Sp MAY BE USED WHERE OST Sp SEE SHT. 11 FOR MINIMUM � $ S qN PERMITTED., -Cos Sp aV/ Yw ui NOTE: EACH COMPONENT IS INTER- F S'Oq / T qc e NUMBER OF REQUIRED N o r 1 V FT C/ry SEE TABLES (:; a c 9e �G o CHANGEABLE WITH ANY OTHER q6 G i' � � . ` lFs 'COLUMNS _ - .• K f 9 :v. COMPONTENT UNLESS OTHERWISE SHOWN. {FOOTING WHERE REQUIRED, NOTE: EACH COMPONENT IS INTER- Fq� i r SEE TABLES ] .�ST "Sp 3 1/2' SLAB ATTACHMENT o 3 r+� NOTE: THIS OPEN LATTICE -TYPE STRUCTURE t ` ` CHANGEABLE WITH ANY OTHER S SP Q 'MAY NOT BE COVERED" , FF qL+�/ MAY BE USED WHERE0 Li ^ -� COMPONTENT UNLESS OTHERWISE SHOWN. T99 �VG % - PERMITTED. . w a IFS SEE TABLES "+ 2 = NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING WHERE REQUIRED, ' ,* r 1 - t MAY NOT BE COVERED. SEE TABLES _ ' • ' - tTYPE "E"'•ATTACHED SINGLE SPAN -LATTICE, STRUCTURE' :,"_ �' - TYPE "F" ATTACHED MULTISPAN ' LATTICE'STRUCTU_RE* Vk 14M RAFTER. SEE TABLE AND SPACING r ' �? 7 • . r MAX. O.H. O.H. �`: t .. RAFTER. SEE TABLE $ YY E - 2S�25% OF RAFTER FOR SIZE > Q Op ALLOWABLE + ;t AND SPACING S� SPAN + • [. 25% OF RAFTER O.H. + LL .' � � .. 2S% ALLOWABLE t U O m v) t `ti, POST iQ�y Z Ljj Ais9F®Lt, • •. r x j I•v�GOG '�_ .- , uj jams 6 w O�z LENGTH OF STRUCTURE VARIES �!��""�i �G� G• 0 m �. �� O• t Q 7 N MANDATORY BEAM SPICE - SEE CSi O ' C DETAIL M SHEET T - POST CROSSSECTIO R/yq�LL • - NO BEAM SPLICE AT - �i EXTERIOR POSTS pOS E POST DETAI • srr" LENGTH OF STRUCTURE VARIES "•G .MANDATORY BEAM SPICE=SEE i _ SE � .. 3 1@' SLAB r'70, j DETAIL 11, SHEET 12 POST CROSSSECTION, •- ui o w .. 1� C MAY BE USEDyi' NO BEAM SPLICE AT SST SEE POST DETAIL, � o m . r« NOTE: EACH COMPONENT IS INTER- po TO CONSTRAIN '� .'�r EXTERIOR POSTS FFT SpgC z z w • l� � CHANGEABLE WITH ANY OTHER SFF Tsp FooTING, SEE ✓ ge�FS �G 3 1/2^ SLAB - ; w y Qq' COMPONTENT UNLESS OTHERWISE SHOWN. Tqe gc�,I;G TABLES r MAY BE USED o y ` �31T3446 A `, NOTE: EACH COMPONENT IS INTER- po TO CONSTRAIN K NOTEaTHIs OPEN LATTICE -TYPE STRUCTURE \ CHANGEABLE WITH ANY OTHER SF� Ts, I FOOTING, SEE MAY NOT BE COVERED. r y • . T qc TABLES ' m L FOOTING SEE TABLES, �r x COMPONTENT UNLESS OTHERWISE SHOWN. qS�F ��G ! - . s , NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES W ' +"a MAY NOT BE COVERED. a O _ Lwy:" _ �" .. y IL TYPE "G"'FREESTANDING -SIN'GLE AN LATTICE STRUCTURE l . TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE ui ThinkPad\Duralum%IAPMO 0195T-28-14 A 2.dwg, 5129/2014 424:20 PM, CutePDF Writer, r f - COMAS L. 1 CALIPME'LL ilm t7d9�2T�2., tx�asll�Y SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 24" TRI-"V" PAN ALUM. ALLOY 3004-H36 OR EQUAL 24• TRI-1r PAN PANEL-r 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN LUSL (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10'-3• 10* 3' 10'-3" 10'-3- 10' -3' 10'-3- .018 9'-0' 8'$' 8•-T 8'-1' 8'-2' T-5' 1 r-3' 12'-3• 1 r-3' 1 r-3' 1 r-3• 1 r-3' 10 .024 10 4' 9'-9' 9'-9' 9'-T 9'-3' 8'-r 14'-3' 14'-3' 14'-3' 14'3' 14'3• 14'-3" .032 1 r$• 1 r-1' 1 r-1' 11'-2• 11'3' 10'$• 8'4" 8•4" 8'-4' 8'-4" 8'-4" 8'-4- .018 T-9' T-5' T-5' r-r T-2' 6'-10" 10' -1' 10' -1' 10, 1" 10'-1• 10•-1' 10' -1 20 .024 8'$' 8'�' 8'-5' 8--1" 8'-1' T-9" 1r-1, 1r-1• 12'-1• tr-1• 1r-1' 1r-1" .032 10'-9" 10'-3• 10'4' 9'$' 9'-9' T-3" T-3' T-3" r-3• T-3' T-3" .018 T$' T-4' Tom' T-1' T-1' 6'-10' 8'-9. 8'-9• 8'-9" 8'-9' 8'-9• 8'-9- 25 .024 8'$' 8'4• 8'-5" 8_1• 8'-1' 7'_9• 9 $' 9'$' 9'$' 9'$' 9'$' 9'$' .032 10'$' 10'-2' 10'-2• 9'-T 9'$" 9'-2' 6'-T 6'-7- 6•-7" 6'-r 6'-7- 6'-7• .018 7'-0' 6'-9' 8'-3' 8'-3' 8'-3•W8'-3' 30 .024 8•-3' 8'-0" 8 r-5" 9'-1' 9'-1' 9'-1'9'-1.032 9'-10' 9'$" 9 8'-10' TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE ROOF LIVE/SNOW LOAD. Psf 10 20 25 30 40 50 12"x3Y2"X0.020' - - 0.88 0.83 0.75 0.80 24•x2YZ"x0.018- 0.85 0.80 0.65 0.65 24'x2V2"x0.024' 0.90 0.88 0.70 0.65 24'x2Yz"x0.032" 1 0.90 0.88 - - (1) MULTI -SPAN REDUCTION FACTORS ARE ONLY APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN IN TABLE 1 ABOVE. NOTE: PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING ALUM. ALLOY 3004-H36 OR EQUAL 12" x 3 11T W PANEL PANEL` 110 MPH SPAN I 120 MPH SPAN 1 130 MPH SPAN LUSL (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.9 EXP.0 13'-9" 13'-9' 13'-9" 13'-9• 13'-9" 13'-9" 020(1) 1r-0• 11'-1' 11'-z" 10'-7" U 7- 9'-11- 153• 15'-3' IT Y 15'-3• 15-3' 15'-3' .024 13'-2" 1 r-T 1 r$" 11'-10• 1 r-0' 10 1T-r 1T-r 1T-7' 1T-T 1r-r 1T-T 032 15'$" 14' 9' 14'-9' 19'-r 19'-r 19'-7" I T 7" 19'-r 19'-7" .040 1T-T 16'$' 16'-9' 15'-9" 16 0- 15-0" 11'-3" 11'-3' 11'-3' 11'-3• 11'-3' 11'-3- .020 (1) 1 r$• 1 r$• 17 $" 12'$• 17'$" 1 r$" .024 11'-2' 10'-9' 10%9' 10'-3• 10'-4' 9'-10" 20 14'$• 14'$' 14.-B. 14'$" 14'$' 14'-8' .032 13'-3• 1 r-9" 12'-9' 12'-V 1 ram' 11'-r 16•-3" " 16'3' 16'3' 16'-3• 16'-3' 16'-3• .040 1 1- 14'-T 14'-T 13'$' 14'-1" 13'-2' .020 (1) 9'-10• 9'-3' 9'-5' 8'-11" 9'-0• 8'$" 12'-0• 12'-0" 1 r-0" 12'-0" 12%0" 12'-0" .024 11'-0' 10'-7' 10'$' 10'-2" 10'-3- 9'-9' 25 13'-2' 13'-2' 13'-2" 13'-2' 13'-2- 13'-2• 032 13'-1 • 1 r-T 12'$' 1 r-2' 1 r-3" 1 V-W 14'-2" 14'-2" 14'.2' 14'-2' 14'-2' 14'" .040 15%0" 14'4' 14'-2• 13'-7' 1 X-8" 1'dT - 10'$' 10'$• 10'$' 1�0%6"l10' 6' 020 (1) 9'-2' 8-9 8'-11' 8'-2' 11'-3' 11'-3' 11'-3' .024 10'$' 10 -1. 10'_T 9'-7" 9'-91 9'-2- 30 12'$' 1r$• 1r$• 12'$• 12'$" 12•$" 032 1r$' tr-1' 11'-10' 11'$' 11'$" 11'-1' 13'-0- 13'4" 13'-4• 1 T4" 13'-4" 1 TA" .040 14'-2' 13'$• 13'$" 13'-0' 9'-1" 9'-1• 9'-1. 9'-1• 9'-1• 9'-11 .020 (1) 8'-3' 8'-1' 6'-1" 7'-10' 7'-10' T$' 10'-3' 10'3• 10'-3" 10'-3' 10'-3' IT 3- .024 9'-5' 9%1• 9'-1' 8'-10• 8'-10' 8 r 40 1 V-4" 11'4" 11'�' 032 11'-0" 10•-T 1 o'$" 10'-3- 1 r-2" 12'-2" 1 r-2" 12'-2• 12'-2' 12'-2• .040 12'$" 12'4" 1 r 4' 12'-1 • 17-1 • 1 V_w 8'-2- 8'-2• 8'-2" 8•-2" 8'-2• 8'-2" .020 (1) T 1' 7'-1' 7'-1- 6'-11" 6'-11' 6'-9' 9'-2" 9'-2" 9'-2" 9'-2• 9'-2- 9•-2- .02a B.-O. T-10" T-10" T-8• T$' 7'$' 50 10'-T 10'-r 10'-r 10'-7" 10'-T 10'-r .032 9'-T 9'-7" 9'-T 9'-3' 9%; 8'-11 11'3' 11'-3" 113• 11'-3' 11'-3• 11'3' .040 11'-0' 10'-10' 10'-10'10'-8" 10 -4- 0 z a W W z LUCZ1 zz1�! W N w O w ^ g U � � Na U Q J a °8r=z 0 wa m N ALUM. ALLOY 3004-H36 OR EQUAL 2 a 0 no Uac zi 8' x 2 Yi FLAT PAN 6" x 2 Yi FLAT PAN J z LUSL PANEL`r 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN LUSL PANEL'`' 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN qa (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 w 020 1 r$'�126.1 r$' 1 r-6• 1 r$" 1 r$" 0� 14'-r 14'-T 14'r 14'-r 14'-r 14'-ro 10•-10%3' 9'$' 9'-T 9'-0" 17$' 1 r-0' 1 r-0' 11'-0' 11'$• 10'-9' 024 13•-r 13'-T 13'-r 13'-r 13'-T 13'-T o24 5-10• 5-10' 5'-10' 5'-10' 5-10' 5-10• 10 10'-10" 10'-1• 10 14'-2" 13'-0' IT-4- 12'$' 17-9- . 12-1" 15'-r 15'T 15'-115'-r' 18'" 18'-0• 18'• 18-0" 032 .032 13-113�12-0-016'2"-01$159'-015'-0143'4'-' a a c 0 <_ IT-T 1T-7' 1T-T 1T-T 1T-7' 1T-T 19'4' 19'�' 19'�' 19'�' 19'�' 19'�• � r .040 '040 N o 15'-r 14'-10' 14%10" 14'-1" 14'-2• 13'-4" 1T$' 16'-10' 1T-0" 16'-4" 16'$" 16'-0" _ _ N � 020 10 -2' 10 -2• 10 -2" 10 -2" 10 -2 10 -2 Ozo 12'-1" 1 r-1" 1 r-1" 1 r-1" 1 r-1" 18•4" o 11 0 8'-9' 8'-9' 8' 4' 8'$' T-11' 10'-10' 10' 4' 10'3" 9' 9" 9'-10• 9'-5• a 3 024 11' 4" 11'�' 11'-4' I VA" 11'4" 11'-4' 024 13'-3' 13'-3" 13'-3' 13'-3• 13'3' 13'-3• a 20 t 0'-1' 9'$• 9'-9" 9 -3- 9'-5' 8'-11" 20 1 r-2' 11'$' 11'$" 11 %2• 1 r3• 10'-r _ 032 13'-0" 13'-0' 13'-0" 13'-0- 13'-0" 13%0" 032 15$' 15'$' 15'$" 15'1i' 1S$' 15'$' 11'-10" 11'�' 11'$' 11'-0' 11'-0' 10'$" 14'-2" 13'-9' 13'-T 13'-0' 13'-1' IT 14'' 14'-•-14'" 14'6' 14'.6' 1$16'" 16'8" 16$" 16'• 16'" 16'' .040 040 z 121015'-6" 15-2• 19-2' 14'-10' 14'-10' 14'-3" ¢ F rs s'-s• s'-s" s•-s• s•-s• s'-s" s'-s" 10'�• 10'-4• 1a�• 1o•-a• 11r-4• 10'�" .020 .020 a 8'$" 8'-3' 8'-3' T-10' 10'$- 10'-1' 10'3' 9'$" 9'-9" 9'-4' H w 024 10'-4• 10'-0' 10'4' 10 41 10'4" 10'-4" 024 11 -1' ill-1' 11 -1" 11'-1' 11'-1' 11'-1' z a 9'-11' 9'-7• 9'-T 9'-2' 9'-3• 8'-10- 12'-01 11'-6' 11'-7' 10'-10" 11'-0' 10'-6" n 3 1 ram" 1 ram• 1 ram" 1 r-a• 1 ram• 1 ram" 1 r-r 1 r-r 1 r-r 1 r-r 1 r-r 1 r-r .032 .032 11'-10" 11'-3' 11'3" 10% 10-10• 10•-0' 14'-1' 13'-r 13'$" 13'-1' 13'-2" 12'-4' 040 12'-3' 12'-3" 12'-3" 12'-3• 12'-3• 12'-3" 040 13'-1" IT 1• 13'-1" 13'-1" IT 1" 13'-1' 8 13'-3' 1 r-9' 12'-9' 12'-3' 1 r d• 11'-9' 15'�' 15'-1 • 15'-1' 14'$' 14'-9' 14'-1' } r E 020 9 -3" 9'-3' 9'3- 9' 3" 9' 3" 9'-3- 020 91_9" 9'_g- 9'-9. 91-9• g _g- 9 -9- m e 8'-5' 8'-1" 8'-1" 7'-9' 7'-10' T$' 9'-11" 9'-T 9'-r 9'-2" 9'�" 8'-11- T 6 cFD _ � om .024 9 9" 9 9' 9 9' 9 9' 9 9' 9 9 .024 10 �' 10'4' 10 4' 1�*l10'-0" ¢9'$' 91' 9'-r 8•-10• 8•-11' 8'-0'11'�'10•-9• 11%0" 9'-11' w ~ ,, 30 032 10 -9' 10 -9" 10 -9" 10'-9• 10'-9, 10'-9. 032 11'�' 11'-4• 1 V41" 11'4' 11'4" 11'-4" } o A 11'-1' 10'$' 10.9' 10'�' 1o_v 90'-0" 1T-2• 12'$' 13'-0' 12'$• 1r-7- 11'-10 11 %7" 11'-r 11 •-r 11'-7" 11'-7' 11'-r rO4O 1 T3• 1 r3" 1 r-3" t r-3" 1 r-3" 1 r-3' O EL i .040 11'-9' 11'-3' 14'-9" 14'$' 14'-r 14'-1' 14'-1' 13'-r O J a 020 8 4• 8'4- 8-4- 8- �- 8-4- 8 4" 020 9 -0" 9 -09 -0' 9 -0' 9'-0• 9'-0' f a g Q N T$" 7'$' 7'$" T-3' T-2' 6'-11' 9'-1' 8'-10' 8'-10' 8'-r 8'$" 8'-1' a m m oza 9 -091.0. 9 -0 59r '9 " 9 " o2a 9'$' 9'$• 9'.6' 9.$- 9'$- 9'$" 40 8'$" 8'-3• 8'-3" 8'-1' T-10• 10' -2' 9'-10' 9'-10' 9'-T 9'$• 9'-3' 032 9 9. 9 9. 9 9" 919, 9 9" 032 1 r-1" 12'-9" 12'-9" 1 r-4' 12•d" 1 Y-1" z< 10-2' 9'-10" 9'-10" -9'-T 9'-3• 10'3' 10'-1' 10'-1' 9'-10' 9'-10' 9'$' } ui zo m --.040 _z ui ww10'-r 10'-7• 10'-r 10'-r 10'-r 10'-r 11'-2' 11'2' 11'2" 11•2' 11'-2- 11'-2" � .040 ,$11'-2' 11210'10' 9��g cr 7'-5" T-5" T-5" T-5' T-5• T 5" 8'-3" 8'-3• 8'-3• 8'-3• 8'-3" 8'3' .020 .020 6 5' 6'-5' 6'-5' 6'-3' 6'-3' 6'-1' T$' T-T T$' T-5• T$' T-2- 024 8 -3- 8'-3' 8'-3" 8'-3" 8'-3" 8'-3' 024 8'-91 8'-9' 8'-9. 8'-9' 8'-9• 8'-9" v LL T-4' T-3' 7'-3' T-1' 7'-0" 6'-11' B'-9' 8'-T 8'-T so 032 9 -1' 9 1' -1' 9 -1 9 1" .032 W 8 9" 8'-T 8' 6- 8'-5' 8•-4' 8'-3' 10'4" 10•-3' 10'3' 10 -1' 10 -1' 9'-9' w x 9'-9' 9'-9• 9'-9. 9'-9• 9'-9" 9'-9" 10•-4' 10'4" 10'-4' 10'-4' 10'-4" 10'-4' rn 040 .040 9'-10' 9.9" 9'-9' 9'-5' 9'-T 9'-2" 11'-10' 11'-T 11'-9' 11'$" 11'$' 11'-2• 110/120/130 MPH EXP. B & C 6" / 8" x 2 Yz" FLAT PAN .09R fI.S.1_ 777 45' TYP. (ALL UNMARKED RADII .06R) 25- " T= (SEE TABLE BELOW) r� .75' ThinkPad\Duralum\IAPMO 0195\2-28-14 A 2.dwg. 5292014 4:25:33 PM. CutePDF Writer, Fl. fHOMAS t. C AMPBELL, Tf ThinkPacftDura1um%1APM0 0195\2-28-14 A 2.dwg, MINIMUM NUMBER OF,FASTENERS FOR'ROOF ANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHEDANDFREESTANDING SOLID COVERS z TABLE I TABLE 2 TABLE (2) 2ifx6 Y2" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3 x8" WITH cj F-"— 6 Y2" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS H NUMBER OF NO. 14 TEK OR SMS SCREWS NUMBER OF NO. 14 TEK OR SMS SCREWS NUMBER OF NO. 14 TEK OR SMS SCREWS PER FOOT OF BEAM LENGTH PER FOOVOF WALL HANGEWAND BEAM LENGTH% PER FOOT OF BEAM LENGTH z D 9 DO R Z 0 w IL 110 MPH 120 MPH 130 MPH 110 PH: - '. 120 MPH I 130 MPH 110 PH I , 120 MPH 130 MPH. F- ui D M cr 0 < a 0 EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP.C EXP. B EXP. C EXP.B EXP. C~ EXP. B EX P. C EXP. B EXP. C EXP. B EXP. C 0 z x 0 Z '2r- 51 J- -1 2 ---';'-2 2 2 5 J. J- -1�1 61 �2 -�-�2 2 2 2 2 2 2 3 6' 71 �2 2 2� ___ 2 -2 71 J-� 2 2 7' 2 2 3 3 3 � 2 2. 2 -2 WX 0.0. 81 [-'---2 2 �2 2 2 2 2 8' -2 2 2 2 2 8' 3 31 91 2 2 2 2 - 2 2 9, 2 !��- 2 2 - 2 2 91 --!���2 3 3 3 --- �3 _5-- 4 2. �Z 2 3 3 10, 2 2 2 �3 2 -!��-�3 2 3 �34 10 '2-: 2 2 �3 2 �3 10' 1 1 1 1 1 2 2 -!!�- --!��3 1 2 2 2 2 2 --!��3 2 �3�3 2 2 2--, .3 �4 1 2 �2 2-'�- 2 2 2 3 1 0 3: 4 4 -j 3 --5�3 3 3 2 2 2 J_� 2 5 12' 2' 2 3 3 3 3 12' 2 2 22� 2 -- 2 3' 1 2 3 3 3 4 --�-5 2 ' 3 -5 3 ---!��2 12' 2 2 2 2 2 2 13' 2 2 2 3 �4 3 �4 3 �5 13' 2 2 2 3 3 -4 3 13' P---2 1�� 2 - zm am FOOTNOTE: "SAMPLE" 'mz FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING CD w E! u- o < -0 > w < ry O Lu Za tLi o tu 'o ca wW Lu 03 Ir in 0LL LLI LLI 5/29/2014 427:11 PM. CutePDF Writer. r-RAFTER _SP_ANS--EOR OPEN LATTICE S Cm- "ILL ; oil q0 � i 'aj W 3" x 8" RAFTER c� w1 �2"�X 6 1/2_RAF,TER _ o DBL. 2" x 6 1 /2" RAFTER z zZ a v Z r..l Z Ja v' Z a v 110 MPH 120 MPH 130 MPH —"T"; 110 MPH 120 MPH 130 MPH - " r 110 MPH 120 MPH 130 MPH LUSL (IN.) v,o LUSL )� o LUSL ��N) �o B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.Ct EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. ���N 29'-8" 29'-6" 29'-8" 28'-9" 29'-3" 26'-3" 16'-0" 15'-10" 16'-0" 15-0" 15'-9" 13'-8" 16" 22'-6" 22'-4" 22'-6" 21'-1" 22'-2" 19'-2" 16" 26'-3" 26'-3" 26'-3" 26'-3" 26'-3" 25'-7" _-� 16" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 13'-9" 19'-10" 19'-10" 19'-10" 19'-10" 19'-10" 19'�" 10 �2 1024� L� 024 24'-2" 24'-1" 24'-2" 23'-0" 24'-0" 21'-6" 13'-1" 13'-0" 13'-1 " 12� 3" 12'-10" 11'-2" 18'�" 18'-3" 18'-4" 17'-3" 18'-2" 15'-8" 24" 21'-0" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0" � 11'-7" 11'-7" 11'-7" 111'-7" j 11'-7" 11'-3" 24" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 5'-10" 23'-0" 23'-0" 23'-0" 2�3122'-9" 20'-3" 20'-2" 20'-3" 19-8 20'-1" 18'-2" 16" 28'-7" 28'-6" 28'-7' 27'-9" 28'-3" 25'-7" 16" 21'-10" 21'-10" 21'-10" 21'-10" 16" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 17'-7" 10 25'-3" 25'-3" 25'-3" 25'-3" 25'-3" 24'-8" 20 042 10 .032 .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" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 24" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8". 14'�3" 24„ 20'-8" 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" 16" 34'-7" 34'-4" 34'-T' 33'-7" 34'-2" 32'-8" 16" 21'-6" 21'-6" 21'-2" 21'-3" 20'-8" 16" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2" 30'-8" 30'-8" 30'-8" 30'-8" 30'-8" 29'-10" 25 .042 .042 .042 16'-1" 16'-1" 16-1" 16'-1" 16'-1" 20'-1" 20'-0" 20'-1" 19'-0" 19'-9" 19'-0" 28'-2" 28'-1" 28'-2" 27'-4" 27'-10" 26'-8" 24" 17'-7" 17'-7" 17'-7" 1T-4" 17'-6" 16'-10" 24" 17'_9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3" [24- 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 24'�" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 12'-4 12'-4" 12'�" 12'-4" 16" 17'�" 17'�" 17'-4" 17'�" 16" 19--1" 19'-1" 19'-1" 19'-11, 19'-1" 19'-1" 16„ 11'-9' 11'-9" 11'-9" 11'-9 11-9" 02416'-T' 16'-7" 16'-7" 16'-7" 16'-7" 16'-7"13'-9" 13'-9" 13'-9" 13'-9" 1 T-9" 13'-9" 10'-2" 42'-4"12'-4" 10'-2" 10'-2" 10'-2" 10'-11, 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2"24" 30 042 024 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 241, 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 24" 13'-7" 13'-7" 13'-T 13'-7" 13-7" 13'-716" 15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10" 1518"0" 15'-8" 1 15 5' 15'-8" 15'-8" 16" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 22'-0" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16„ 0" 20 21'-1" 21'-1" 40 042 20 032 .032 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9" 24" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-0" 24" 13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 24" 12' 3" 12'-3" 12'-X 12'-3" 12'-3" 12'-3" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 16' 26'-8" 26'-8" 26'-8" 26'-8" 26'-8" 16" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 16" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-0"-50 .042 .042 .042 10'-3" 10%3" 10%3 10-3" 10'-3" AT-4 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-9" 24" 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" 2U'-10" 20'-10" 20'-10" 20'-10" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 16-10" 15-10" 16-10" 16-10" 16-10" 16-10" 16" 11'-7" 11'-7" 11'-7" 11'-6" 11'-6" 11'-2" 16„ 16'-3" 16'-3" 16'-3" 16'-1" 16'-2" 15'-8" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 024 024 8'-1" 8-11 8'-1" 8'-1" 8'-1" 8'-1" 24„ 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'.-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-2" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 14%4"- 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 16" 14'-9" 14'-9" 14'-9" 14'-6" 14'-7" 14'-2" 16„ 20'-9" 20'-9" 20'-9" 20'-6" 20'-7" 19'-10 25 25 .032 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" .032 24" 24„ 12'-1" 12'-1" 12'-1" 11'-10" 12'-0" 11'-7" 17'-0" 17'-0" 17'-0" 16'-8" 16'-9" 16'-3" 17'-4" 17'-4" 17'-4" 17'-4" 17'�" 17'-4" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 6" 16" 17'-9" 17'-9" 17'-9" 17'-7" 17'-8" 17'-1" 16" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1"'-1" R20'-6" 042 042 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" " 24" 24" 14'-7" 14'-7" 14'-4" 14'-6" 14'-0" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6" 0.04r TYP. 8.01 0.024' ss 0.03r 0.04r 0.0 o.o3rss- 0.042" 1-2 .0.__J_ MAX * 3"x8" RAFTER * 2"x6.5" RAFTER ALUM. ALLOY 30D4-H36 * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36 OR ALUM. ALLOY 3004-H36 OR EQUAL OR EQUAL EQUAL FOOTNOTE: "SAMPLE" ' FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING Z s W W Z 0 - zWo N w w ^ a Orc` N h U < J Z Z 0 W O Q a w f at U U z = J Z Q QQ � V K Ir 0 U na os e� �r N N _O N � O Z o� oW iK 0 J Z W J • a OV Owy f O zo< <0. In IL Wm �g 8 m E Y N , m Se m, u- U C� N V O azw � ui � U U >aw" O2Zo UDILA d0m?i r. 0 W • z a ui W mom z z ww QQ >y> OCQUW oov�� 0) LL 0 Z IL ~ Q W W ThinkPad\DuralumUAPMO 0195\2-28-14 A 2.dwg, r 4 42823 PM, CutePDF Writer, ��n'io�eas�:. •� r CA PAELL :$ir t � r q. 6l74L T3� li�A►Y i :1� CA�IP�BEL.�6. ThinkPad\Duralum\IAPMO0195\2-28-14A2.dwg, 6.5" ROLLFORM A GUTTER FASCIA ALUM.ALLOY 3004-H36 DBL.2"x6.5"x0.042" ALUM. ALLOY 3004-H36 OR EQUAL J UM. A DBL.2"x6.5"x0.032" ALLLOY 3004-1-136 OR EQUAL 4.0• SPLICE WHERE III II 0.075" TYLI` P. u u B MAG BEAM ALUM.ALLOY 6063-T6 T=12 OR 14 GA. ASTM A653 SS GRADE 50 CP60 .042• TYP.-~ DBL. 3"x8"x0.042" BEAM O W/ DBL. 14 GA. STL. INSERT ALUM. 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. HEADER BEAM TYPES 1 1— SPLIC WHER OCCUR 0.0 T1 C 4" I -BEAM ALUM. ALLOY 6063-T6 K 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 . OR EQUAL 3.0" ALUM. D 4.5" MAG GUTTER ALUM. ALLOY. 6063-T6 L DBL. 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL .040" ALUM. .DW STEEL 3.0" .26" rI-__3.0 ------- 1 3" SQ. ALUM POST B ALUM. ALLOY 3004-H36 3" SQ. ALUM. POST C ALUM. ALLOY 3004-H36 HEIGHT LIMITED TO 3" SQ. STEEL POST 10'-0" MAXIMUM. F TAsTm A653 GRADE 50 CP60 .032" ALUM. T=12 GA ASTM A653 SS GRADE 50 CP60 I 1 3.0" 3" SQ.x0.032" ALUM. BEAM E W/ 12 GA. STL. "U" CHANNEL ASTM A653 SS GRADE 50 CP60 7 T=12 OR 14 GA. ASTM A653 SS GRADE: CP60 0.625• 3"x8"x0.042" BEAM W/ 14 GA. STL. INSEI 'V' f ASTM A653 GRADE 50 CP6 W/.12-GA. STL. I 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"xW BEAM. COLUMN / POST TYPES EQUAL INSERT T-.125" WHERE ALUM. )CCURS ALLOY 6063T6 7I 0.110" TYP. 7" 1-BEAM r ALUM. ALLOY 6063-T6 W/ 1 "C" INSERT V 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. 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. G)=3"SQ.xt=0.188" =3"SQ.xt=0.313" J=4"SQ.xt=0.188" K=4"SQ.xt=0.250" 3.0' 0.075' 3.0" OR TYP. � � 4.0' �r Ft MAG POST �! �3,o"oR4�_y� E ALUM. ALLOY SQ: STEEL POST`( 6063-T6 ASTM A500 GRADE B N wuuj f� z m2 crJ u U WU E 8 m E N _� m % U- c5 U-6 U) p m <Zwus 1-UU� 0 waQLL > ws IL 14 a�Nm rL 93 w w w z< ui o w m O N m cd cdN ha(On cc v LL a O O IL w w U) ThinkPad\Duratum\IAPMO 019512-26-14 A 2.dwg, 52.92014 4:30:15 PM, CutePDF Writer, 0y0, p! a Ci i` 0MAS F:• CA<39FTEU , I. a.12. Zo'a �::r:r� .:... - COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS . .._ . _.. _ _.. z . W - • W Z z z o w cof< r)a)U Q J Q T BRACKET @ 3-SQ. POST W/ (4}414 SMS EA. SIDE OF POST OR 1/2" M.B. THROUGH POST POST I (2)-3/8"0 STRONG -BOLT 2 SS EA. BRACKET TO SLAB. MINIMUM DISTANCE TO EDGE OF SLAB OR CRACK =12" (1%" MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION FOR SIZE - 3 1/2" MIN. SEE FOOTING IN BEAM SPAN TABLE (DEXISTING SLAB .­­ ATTACHED COVERS ONLY $ __...__._._.._._.__....__....-..._.....— O. ALUM.TBRACKET USE WITH POST TYPE B,C,D, OR E USE (2)-3/8-0 SIMPSON POST STRONG -BOLT 2 SS STEEL.TBRACKET USE WITH POST TYPE B,C,D,E,F,G,H,J OR K USE (2)-3/8-0 SIMPSON STRONG -BOLT 2 SS 1 %- EMBEDMENT DEPTH } (FOR STRONG -BOLT 2 SS) d c DE1 rrH G . c POURED CONCRETE ' FOOTING SEE TABLES SQUARE POSTS TO CONC. FOOTING ATTACHED COVERS ONLY ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE S0. 18' DEEP •CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18' 18' SO. 12' BOLTS 20" 21' SQ. 12" 23- & 24" CUBED (1) (2)-1/2.0 3 1/4' 22' 25" SO. 16' 25=30"CUBED (1) (4)-12.0 31/4" 24" 28" SQ. 20" 26" 32" SQ. 23" 31"- 34" CUBED (1) (4)-SWO 4' 28" 35" SQ. 25' 35" - 39" CUBED (1) (4)-3/4-0/4-0 4314 30" 39' SQ. 28. 32 43" SO. 30" 40• - 42" CUBED 1 34" 47' SQ. 32" NOTES: BOLTS SHALL BE HILTI KWIK BOLTTZ STAINLESS STEEL. I.C.C. ESR -1917 OR EQUAL 1) REQUIRES USE OF ALTERNATE FREESTANDING BASE PLATE 36' 51" SQ. 34" 38" 55' SQ. 37" 40" 60" SQ. 39" 42" 64" SQ. 41" 44' 69" SQ. a3 ' CUBE FOOTING W/4'SIAB � a p J Z p STEEL POST ONLY: w o USE POST TYPE w F.G.H.1.JORK (L o 0 I I U Z x < U 1 0 ~ (1/2 DEPTH OF I i w 9 a FOOTING OR j i2" MIN. EMBD. I I 0 e u I• i I � " i I L co t 2 �x a- •' W Z W Q rn '� a a n (1}1/2"OM.B. .. r ="• _ (L S H x9".;LONG, 1' Nv?:. ar a Q FROM END ' ' . 0 W OF POST ak it Z _ } z POURED SEE FTG. o.�:SQUARE• o � CONCRETE SCHEDULE IN BEAM 0 w FrFOOTING SPAN TABLES I. x k, SQUARE POST EMBED. 9 -.._INTO FOOTING W Z y Z y ofp UO �U •• NOQ F U. W O _ OzCc a<ZLL - (3)-3/4"0 BOLTS Z Z x a' FOR POST TYPE F, G, H, I, J & K o f m E —T 3"OR4"SQ. L)Wz 415" INSERT f ==104 16" x 0.188" ASTM A500 8 4 5' GRADE B > m STEEL m coU. ;. T.O.C. U. <� co Lj (4y SS316 3/4"0 STRONG -BOLT 2 SS vi e STEEL PER [CC -ES ESR-3037 (4 3/4" EMBEDMENT DEPTH) of a r}n o W ALUM. ALLOY 3.00" OR 2 W 0: 6063-T6 �2.40" 0„ W 0 O�ZA „ 1.375 7l16"0 HOLE. INSERT TO o J FOR 3/8" MB .56" 2 FLANGES BASE PLATE 3/16" a m m 0 2 1/8" APART •75" ASTM A500 GRADE B • POST INSTALL 1Y2" x 1Y2" x Ye HDG 1.125" - 2.5" -- --� o _ _._..._ WASHER'PLATE AT ANCHORS .. _ r .. _ � .. _ .. .... ._ .. .._ _ ._ _ � ... � _ ,.. = - a -- - - o .75" .75" BASE FLARES INSERT z ui S W .. �� 1.60 157 TYP. • " TO 3"WIDE EA. SIDE OF FLANGES g" SQ. X 5/8" THK. `- " `-' z _� ai THK. BASE PLATE 3 w 1.5 rr .090 TYP. USE FOR 3" OR 4" STEEL POSTS 1.75" FOR 3" POST, 4" WIDE FOR 4" POST (ASTM A500 GRADE B STEEL) a ai o o h cr INSTALL 1Y2" x 1Y2" x Ya" HDG 5.50" 1 Y4" 6 Y2" 1 Y" WASHER PLATE AT ANCHORS 1-7/16"0 HOLE FOR 130 MPH 2- 5/16"0 HOLES & 2-3/8" HOLES v NOTE: CONCRETE SLAB ANCHORS SHALL BE NOTE: CONCRETE SLAB ANCHORS SHALL BE k TYP. EA. SIDE WELDED STEEL BASE PLATE 0 U- o 0 %" DIAMETER SIMPSON STRONG -BOLT 2 SS 3/" DIAMETER SIMPSON STRONG -BOLT 2 SS a F pcaEs ESR-3037) (IcGEs ESR-3037) a ui UJ ALTERNATE FREESTANDING ALUM "T" BRACKET O STEEL "T'- BRACKET ", n BASE PLATE ANCHOR ThinkPad\Duralum\IAPMO 0195\2-28-14 A 2.dwg, 5292014 4:45:10 PM, CutePDF Writer, LATERAL FORCE RESISTING SYSTEM (L <�_: 2"X6.5"X0.032" SIDE PLATES m � 11O 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 2"X6.5"X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH ¢ EXP. B EXP. C EXP. B EXP- C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 2 2 2 3 2 3 7' 2 2 2 3 3 3 8' 2 3 3 3 3 4 9' 2 3 3 4 3 4 10, 4- 3 3 4 4 5 11' 3 3 4 4 4 5 12' 3 4 4 5 4 5 13' 3 4 4 5 5 6 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. 4. 1 W74*4.112 �VA! PAY •. 6 SCREWS 3.5" 3.5" FOR ATTACHED COVERS ' )BEAM SPLICE TO Y OCCUR DIRECTLY OVER 5/8" 0 PLASTIC POST. NOT PERMITTED PLUG WHERE @ 2-POST UNITS craFw m utctnF I 5• #14 SMS MAY BE USE AS ALTERNATE TO 1/4"0 BOLTS -- 5� 8" BEAM �1 OR �2 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 3" SQ. x .032" + (2y2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.042" 1� W/ (6)-#14 S.M.S. EACH SIDE. 2❑ 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 TABLE (SHOWN AT LEFT) ARE NOT. SPECIFICED F (E) STRUCTURE COLUMN 1: 3"x3'x0.032" W/ (2) 2"x6.5"x0.042" SIDE PLATES. SEE B AND ROLL -FORMED OR COLUMN 2: PER SPAN TABLES INSULATED ROOF PANEL INTERLOCKING SEAMS, TYP. \O J� �� o Cp 0i� pL S'y�1r7 GOvJ F�/aRso F WALL HANGER ROOF PANEL ATTACHMENT ROOF PLAN FASTENERS, SEE SHEET 4 ROLL -FORMED - #14 SMS @ 32" O.C. MAX. OR IRP - ' (4 MIN. PER PANEL INTERLOCK) ----- - OLL-FORMED PANEL FASTENERS, SEE SHEET 4 ROOF HANGER P 4 MIN. PER EACH JOINT RP 0 ROLL -FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT 0 m Lu U Z o N � � a a y Q J Q Z J W 0 wo� R00 U U Q U J Z O !S w 0 0 U as o coi �r N c N O H 11 Z 03 o� W0 J >y �w 0> Nz8 O fA W w = w U WQ 0 f= oa ,� 0 ul 8 �; LF U laJ N OZ I a?Wm W (L Lu 02 Z'. U�aN o_oiom w Zo ,Ldo'u. mNOm �Z0 w W N H9E W K c w u O 2 a F- w w x rn ThinkPad\Duralum\IAPMO 0195\2-28-14 A 2.dwg, 5rAt=4 4.48:39 PM. CutePDF Writer, OF ThinkPad\Duralum\IAPMO 0195\2-28-14 A 2.dwg, ­4 BEAKTO POST & LATTICE TUBE -TO RAFTER CONNECTION -DETAILS -- ' SPLICE DETAILS ' 11 ',BEAM TO POST ' DETAILS 12 BEAM TO POST DETAILS 13 z • - SIMPLE SPLICE- - - - .. ' ' ' ' FULL MOMENT - -• _ 9" - ' OPTIONAL DECORATIVE FASCIA f W • 3' 1 1 3' - 1' 1 • 24" g• ..�. - - - _ _ ( WOOD, ALUM. OR HARDBORD) �j z _ Z z (2}i10 S.M.S.@ EA. - , . w w N a10 s.M II #12 S.M.S. 1 I VALLEY, TYP. gQ1POST (& OTALS). EACH SIDE OF 3' Q 22 (B roT. TYP. THICKNESS = .035 (24 TOT II ; ALTERNATE 011TI 90LT W/ WASHER ci j „ 6 TYP. THICKNS = .035' - _- EA. SIDE OF 3' SO. POST o rc a + II + + tt. t t II t t tt _y w - i z z II 1 W wow ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ' I' ui + ma w OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED - 1-7-- - +-+0' X a o 0 NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I ' .75 1 O , i z IN ALTERNATE INTERIOR BAYS - AT ANY LOCATION EXCEPT AT END BAYS � _ + . r SPLICES - ROLLFORMED & EXTRUDED FASCIAS- _ I NOTCH I -BEAM FLANGE �" 3'SQ POST o 1$EAM ALUM ALLOY AS NEEDED TO CLEAR w NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C-SPLICE (ONE SIDE OF WEB) MAY BE USED. - (6061-T6) ALTERNATE SQ. POST,CONNECT WEB m 3" • . _ ? STL. GBEAM TO H POST T (2) - SIB- 0 O TOTAL= (8}12'0 BOLTS' ' THRU BOLTS @ 4' ISEAM, ` SQ. POST AND (3) - 5/8- 0 THRU BOLTS SQ. Px 12('E -TO1/04T EACH SIDE OF 3 @ T 1-BEAMS ALTERNAT-0 BOLT W/ WASHER _ lbir EA SIDE OF 3" SO. POST It. a_ 50' GUTTER FASCIA . _ ' _ 3.00' 3' SO. POST MAG BEAM SPLICE WHERE 2.OD` t t .. , • OR 240' OCCURS 4" - _ - 3'SO. STI.. BEAM 070" O ♦ O p II d TYP. H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER 15 I z FNOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf « ' '• W o'' ALUM. ALLOY 3" x 8" x .042" BEAM, ROOF LIVE AND SNOW LOADS 16" r - 3" SQ. STEEL OR - e" t_RCel1e MAG BEAM. MOMENT CSPLICE "L" FASTENERS - 1'-0" 4 - #14 SDS � W NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C-SPLICE (ONE SIDE OF WEB) MAY BE USED. 4- to, ' FASTENER TO FASCIA - SEE TABLE -6'" ro `� I r77F I 1 25" i _ 3'-0" 12 - #14 SDS FASTENER TO RAFTER TAILS - SEE TABLE` FASTENER SPACING = 3/4" f1DTIrlIJ Al 1 elTl!`C T locc• z a o g O Lu w w �- Z O O O AT OVERHANG PE " ' #14 x 12' S.M.S. TOP (6W4'SDS @ EA. SIDE 8 BOTT. (2}TOT.TOP & BOTT. TOT.=24 SPLICE WHERE .. COCCURS. 4.5° ROOF PA7DR . • TYP. • a li FASTENER 6 12' oo GROUPE O O P ROLLFORMEoo mEXTRUDED GULLALUM.BRACKETX a' 3" X 3" ALUM. OR #14 S.M.S. @12.coALUM. ALLOY 16" r STEEUPOST- FA . ? w6063 763-0:6 1/2"x2"x.2" 1- "L" SEE TABLE II-- ~ w 7" I -BEAM _ v o MOMENT CSPUCE "U" BRACKET - RAFTER TO BEAM RAFTER > o V) P ow �0:>LL 1 %2" SQ. OR 2" LATTICE TUBE v 2"x3" LATTICE TUBE 2 LATTICE TUBE TO RAFTER 16 "U" BRACKET - RAFTER TO BEAM 17 w a O2z:2 �rSET�Irr3 1-25�FOR-3.X.RAFTER • a' •-=N1' .,rle,;iwt2 125. FOR'2 x RAFTEs a o 0_omm i • t 41 12" SO., 2" SQ., w ALUM. ALLOY 3105-H25 ' ALUM. ALLOY 3105-H25 OR 2'x3' LATTICE L.•fin .6' "�' a '`_}y � — — ,— — --..- ,l• - - r (:+' t=.040,@6063-T6 #8x2 SMS,212"-1,@OMIN. 11/2" ww'OR312',TYP. UP TO 6'O.C. MAX. uLui �ow 1. .281 2' 311 z N z 6) - #14x V4" TEK SCREWS 2V.50" 50n zazO YO w ww t i ' 0� 8" — 8"� BRACKET TO RAFTER j12° MIN. o to 1 • t RAFTER tia . O •a (6) - #14x % TEK.SCREWS' -' " "�+2:7 - . a w BRACKET=TO BEAM _ 5292014 4:50:10 PM, CutePDF Writer, 'iRAV .�. c.. ThinkPad\Duralum\IAPMO 0195\2-28-14 A 2.dwg HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS LEDGERS AND SUPPORTING BEAMS 0 z -- W W z Zz� _ W N ui WLu :f PROJECTION ^ < ;, CLEAR SPAN rJ m TRIBUTARY WIDTH TABLE - 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 O.H. O'� co co a<o -zZ -1 W O WOA TRIBUTARY TRIBUTARY= h a.wp 0 0 WIDTH 1 1/2 SPAN + O.H. o T < Ig o I- U m 0 0 NOTE: TRIBUTARY ON MULTIPLE SPANS IS ' EQUAL TO CENTER SPAN TO CENTER SPAN NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED a a oIL c O O - O O O 1ri . N � 0 11 szs Q S OW .aw W ' 0 J S W J Z W Q a H } W a'� . � a Ohm 0 L, F .6 . x .e E 8 it E m � � FAN BEAM Om a?Wm J z CEILING FAN AND/ OR LIGHT FIXTURE X ( MAX. 30 Ibs. ) w� 114:52:20 PM, CutePDF Wrker, FAN BEAM (19'-0" MAX SPAN) z cc > LL WCL< 0 I~—r FAN BEAM AN BEAM o 5 f HEADER aomm T=.075" 21rr 211r 2 1!r TYP. W #12 S.D.S. SCREW o z o #14 x 3 1/2" S.D.S. SCREW = w W FAN BEAM AT BEAM AT HANGER CHANNEL 00 u, ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL m • v ur # O �m W W rn 17 r �? •i$ 634i<Q15.2��SCP � . z . T11Ek kg MAY1 �: CP+tiRPL' f OF .. ThinkPad\Duralum\IAPMO 0195\2-28-14 D 3.dwg, T=12 GA ASTM A653 SS GRADE 50 CP60 3.0" .03r ALUM. f� --3A'� I 3" SQ.x0.032" ALUM. BEAM ��� 12 GA. STL. "U" CHANNEL C ASTM A653 SS GRADE 50 CP60 BEAM TYPES 0.03r 65" 0.04r F�-2.o•— F��—�F�2.o•-� 1 DBL.2"x6.5"x0.032" ALUM. ALLOY W04�L96 OR EQUAL %L . 2"x6.5"x0.042" `� ALUM. ALLOY 3004-H36 OR EQUAL �� DBL. 3"x8"x0.042" BEAM ALUM. ALLOY 3004 H36 OR EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES —a EXPOSURE B FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB WHERE SLAB OCCURS,_CUBED_FOOTI_NG-SIZE MAY BE REDUCED 6" EACHSIDE FOR FREESTANDING ONLY SEE ALTERNAT OE F OTING TABLES SHT. 9 FOR ATTACHED COVERS 302014 6:40:16 AM, CutePDF Writer, 7 8A" 0.042" TYP. 3"x8"x0.042" BEAM n ALUM. ALLOY 3004 H36 OR EQUAL T=12 OR 14 GA ASTM A653 SS GRADE 50 CP60 0.625" 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT M ASTM A653 GRADE 50 CP60 3"x8"x0.042" BEAM N W/ 12 GA. STL. INSERT �� ASTM A653 GRADE 50 CP60 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. rFT2 OR 14 GA. ASTM A653 SS GRADE 8.0" so CP60 .042" TYP. F�-3.0'-----i----MAX DBL. 3"x8"x0.042" BEAM O W/ DBL. 14 GA. STL. INSERT ASTM A653 GRADE 50 CP60 DBL. 3"x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT ASTM A653 GRADE 50 CP60 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. ATTACHED & FREESTANDING LATTICE COVERS -10 PSF LIVE LOAD -110, 120,130 MPH - EXP. B & C 3" SQ.x0.032" ALUM. BEAM �c�W/ 12 GA. STL. "U" CHANNEL /7L L. 2"x6.5"x0.032" OR n %� 3"x8"x0.042" BEAM i i U, W W Z x ATTACHED FREESTANDING ATTACHED FREESTANDING oz ? w r ^�^ MAX.COL. m SPACING NG �G' MIN. POST MAX.POST SPACING FTG' IST N. MAX.POST POSTA SAC SPACING FTG. MIN SPACING SPACING FTG. MIN. j p w �L SPACING ON SLAB * (SPAN) SPAN (IN.) TYPE (SPAN) (IN.) G TYPE FOR DBL FOR 3'x8' ( IN. ) TYPE FOR DBL FOR 3'c8' ( IN. POST ) Lo g 13 G C c F rx6.5"x0.03T BEAM rx6S'x0.03r BEAM TYPE � O rc a . „ 13 -7 , 5 16'-9" 15 B 14'-7" 29 G 14'-1 15'-4" B 15 14'-1 15'�" 28 " 16'-9" 17 14'-7" 31 H 14'-10" 15'-4" 17 14'-0" 15'-1" 30 G 5� 6, 16 3" 16 B 1T' 3" 28 G 13'-7" 14'-1" B 15 13'-7" 14'-1" 28 J w o 15'-3" 18 13'-3" 30 H 13'-7" 14'-1" 17 13'-3" 13'-9" 29 G 6' to w 9'-9" 7' 14'-2" 16 B 28 G 12'-7" 13'-1" B 15 12' 7" 13'-1" 28 a o 0 14'-2" 18 12'-4" 30 12'-7" 13'-1" 17 12'-3" 12'-9" 29 G 7� J z J 8'-6" 8' 13'-3" 16 B [U-4- '-7" 29 G 11'-9" 12'-3" 16 11'-9" 12'-3" 28 °L(g 13'-3" 19 11'-7" 29 11'-9" 12'-3"B 18 11'-0" 12'-0" 28 G 8 W "J ., 7-7 , 9 12'-7" 17 C V-0" 29 G 11'-2" 11'-7" B 16 11'-2" 11'-7" 29 m LL 12'-7" 19 11,-0" 29 11'-2" 11'-7" 18 10'-10 11'-3" 28 G 9 6'-10" 10. 12'-02'-0" 1 C 10' 330 G 10'-71p,_7" 11'-01, B 119 10'-710,-3" 11'-0"0,-0" 229 19 10'-4" -0" G 10' 11, 11' 1 H 0 120 1 17 06'-2" O 114 30 19 910-09 - jp'_1^ 29 G 11' r� 5'-8" 12' p 'w 120 C "-6- 330 H 9' 8" 9'-8" �' 119 9'-8" 229 1010" 9'-6" 9'-8" 9,-8" 9'-6" ,-2" G 12' a r u o o� O ° � O - ATTACHED FREESTANDING ATTACHED _ FREESTANDING > 2 ? 9 � ^=^ MAX.COL. DO o MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST MAX.POST FTC' MIN. MAX.POST MAX.POST H N I..L. SPACING ON SLAB * L SPACING (SPAN) IN ( ) POST TYPE SPACING (SPAN) (IN) POST TYPE SPACING L. SPACING FBEAM OR 8" (IN.) pOST SPACING FOR DBL SPACING FBEAM 8' FTC' (IN.) POST m _ C G 2'xs 5' 0g03r TYPE 2'x6.5'x0 03r TYPE w 13 -T 5 16'-9" 16 B 14'-7" 31 H 14'-1 " 15'-4" B 15 14'-1 15'-4" 30 O 16' 4" 18 14'-7" 33 J 14'-8" 15'-2" 18 14'-1" 14'-7" 31 G 5, ", 6' 15'-3" 16 B H 13'-7" 14'-1" B 16 13'-7" 14'-1" 29 ca > 0 c 1 15'-0" 19 1 13'-4" 13'-10" 18 2'-10" 13'4" 31 G 6 0VFy i 9,_9„ �, 14'-2" 17 B [11K�'2 G 12'-7" 13'-1" B 16 12'-7" 13'-1" 29 U W 2 13'-10" 19 I 12'-4" 2'-10" 19 12'-0" 12'-4" 30 G 7' 3 a LL m J 8'-6" 8, 13'-3" 17 B G 11'-9"1,-8" 12'-312,-1" 119 111-9; 12'-3" 230 13'-0" 20 H B 2^ " G 8' J �,_�„ 9, 12'-7" 18 C 11'-0" 29 G 11'-2" 11'-7" B 17 11'-2" 11'-7" 29 , LL 12'-3" 20 11'-0" 30 H 1 V-0" 11'-4" 20 10'-7" 11'-0" 29 G 9 U) 6'-10" 10' 12'-0'1,-8" 121 c 10'.4" 30 G 10'-7" 11'-0" B 17 10'-7" 11'-0" 29 10'-4" 30 H 10' 6" 10'-9" 20 10'-1" 10' 4" 29 G 10' m O 6'-2" 11' 11'�" 18 C 9'-10" 30 H 10'-1" 10'-6" B 17 10'-1" 10' 6" 29 a a 11'-2" 21 9'-10" 30 10'-0" 10'-3" 20 9'-7" 9'-6" 29 G 11' r 5'-8" 10'-10" 12' 18 C 9'-6" 30 H 9'-8" 9'-8" C 18 9'-8" 9'-8" 29 a z ;, 10'-8" 21 g'-6^ 31 9'-7" 9' 4" 21 9'-2" 8'-9" 30 G 12 w F a� ICL O . LL CC ¢_ ATTACHED FREESTANDING ATTACHED FREESTAND/NG > > > a w = MAX.COL. o MAX.POST FTG' MIN. MAX.POST FTG MIN• MAX.POST MAX.POST MIN MAX.POST MAX.POST MIN. F 1E OmZo V SPACING ON SLAB * m ?i SPACING (SPAN) IN. ( ) POST TYPE (SPAN) (N) POST TYPE FOR DIBL. FOR 3NG ISc8• (ING N FOR DIBL FOR 3I"x8" (ING' POST > m O C C 2•x6.5'x0.03r BEAM IpYOPE Yxs.s'x0.03r BEAM TYPE z 1- a O io 13'-7" 5' 16'-9" 17 B 14'-7" 32 I 14' " 15'-4" B 16 14'-1 " 15'-2" 31 G , O 15'-0" 19 14'-7" 34 J 14'-4" 14'-10 19 13'-8" 14'-2" 33 H 5 6' 15-3" -18 B 13'-3" 31- 1 13'-7" 14'-1" B 17 13'-7" 13'-10" 31- - uj - 13'-9" 20 13'-3" 34 J 13'-1" 13'-7" 19 12'-6" 13'-0" 32 G 6' u'NZi 9,_9„ 7. 14'-2" 18 B 12'-4" 31 LH_ 12'-7" 13'-1" B 17 12'-7" 12'-10" 30 > co o m12'-9" 20 12' 4" 33J 12'-2" 12'-7" 20 11'-7" 12'-1" 31 G 7' W iv w J 8'-6" 8' 13'-3" 18 B 11'-7" 30 H 11'-9" 12'-3" 18 11'-9" 12'-1" 29 a4 a w 11'-10' 20 11'-7" 32 J B 20 10'-10" 11'-3" 31 G 8' o o y _j �._�„ 9, 12'-7" 19 '1 B 1:1 30 H 11'-2" 11'-7" B 18 11'-2" 11'-4" 29 , LL 11'-3" 21 11'-0" 32 I 10'-9" 11'-2" 21 10'-3" 1 p'�^ 30 G 9 (n 6'-10" 10' 12'-0" 19 C 10' 4" 30 H 10'-7" 11'-0" B 18 10'-7" 10'-9" 29 10'-8" 21 B 10' 4" 32 G 10'-2" 10'-7" 21 9'-9" 9'-10" 30 G 10' 6'-2" 11' 11' 4" 19 C 9'-10" 30 H 10'-1" 10'-6" B 19 10'-1" 10'-3" 29 ` UJ O 10'-2" 22 9'-10" 32 1 9'-9" 9'-10" 21 9'-3" 9'-0" 31 G 11' w P 6,_8„ 12, O -1 9' 9" 20 22 (, 9'-6" 31 H 9'-8" 9'-8" C 19 9'-8" 9'-4" 29 G 12' �' 9'-6" 33 J 9' 4" 9'-1" 22 9'-0" 8'-3" 31 4oi c1".et� , i 4 rya s3tscts r _ 13 [PAY a }- r­ATTACHEb FRI�ESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM J DBL. 2"x6.5"x0.042" DBL. 3"x8"x0.042" BEAM M W/ 14 GA. STL. INSERT FN'W/ 12 GA. STL. INSERT O W/ DBL. 14 GA. STL. INSERT 11, z Z 'ATTACHED FREESTANDING ATTACH&O FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING z W r vi�Q MAX.COL. j o_ MAXPOST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN.' MAX.POST FTGPACING. MIN. MAX.POST FTG. MIN. MAX.POST FfG. MIN. MAX.POST SPACING FTG. POST MIN. MAX.POST FTGSPACING. MIN. PTYPE MAX.POST SPACING FTG MIN, OST ¢x j o_ Lu CLAB SPACING (IN') POST SPACING. (IN') POST SPACING (IN) POST ING S( (IN') POST S(SPAN) (IN') NG (IN') (IN') TYPE (IN) TYPE (IN') (IN') TYPE a C ON SSp * F (SPAN TYPE (SPAN) TYPE (SPAN TYPE (SPAN) TYPE TYPE (SPASPACPOSTIN) TYPE (SPAPOST N) (SPAN) (SPAN) 0 cc u) r c� G 18'-0" 15 , 18'-0" 29 21'-8" 16 21'-8" 31 G 20'-9" 16 B 20'-9" 31 G 22'-8" 17 B 22'-8" 31 G 29'-2" 18 C 29'-2" 33 li 5, `� 13-7" 5 18'-0" 18 B 17'-6" 31 G 21'-8" 19 B 21'-2" 33 H 20'-9" 18 20'-2" 33 H 22'-8" 19 22'-1" 33 H 29'-2" 21 28'-6" 36 I °0 o r 16'-0" 16 16' 4" 29 19'-9" 17 C' 19'-9" 30 G 19'-0" 17 B 19'-0" 30 G 20'-8" 17 C' 20'-8" 31 G 26'-8" 19 E 26'-8" 33 H 6 w o a 6' 16' 4" 18 B 16'-0" 30 G 19'-9" 19 19'-3" 32 19'-0" 19 18'-6" 32 20'-8" 20 20'-2" 32 26'-8" . 21 26'-0" 35 I a. W � �, 15'-2" 16 B 15'-2" 29 G 18'�" 17 C 18'-4" 30 G 17'-7" 17 C 17'-7" 30 G 19'-2" 18 C 19'-2" 31 G 24'-8" 19 E 24'-8" 33 H 7, 9,-9„ 15'-2" 19 14'-10" 30 18' 4" 20 17'-10 31 17'-7" 19 17'-1" 31 19'-2" 20 19'-2" 32 24'-S" 22 24'-1" 34 M z 14'-314,-3 1 14' 229 17'- 17•-2 120 C' 17 331 G 16 s 120 C 16' 6 6 331 G 18'-0"8'-0 121 C 18'-0 8 331 G 23'- 23.-2 222 E 23' H 8• o J 8'-6" _ - 19 B 13'- 00 G 16'-9 6 6" 1" -0" 22'-7"r34 tu J 9, 13'-013 17 13' 613.-1" 330 16'- 18 E 16'- � 331 G 15'-6 5 120 C 15' 6 5 331 (j 17'-0 121 E 17'-0 331 G 1' 2 E 1, H9�LL 7,_�" -6" 9 C G 6,-3" 5,-9" -6" -2" 7'-0" 7'-0" 21'-10 23 21�'-3" - 12'-912.-9" 12pC12'-912.-6" 330 15' 4"5'-4" 1 E 15'�"5' 332 G 14'-94' 121 E 14'-94 332 G 16'-116,-1" 121 E 1_ 16.-1 332 G O _in 223 E 20'-20-2" H 10' 6'-10" 10' G 21 1" 9" 4" 20'-9" 12'-2" 18 C 12'-2" 31 G 14'-8" 19 E 14'-8" 32 "' 14'-1" 19 E 14'-1" 32 G 15'-4" 19 E 15'-4" 32 G 19'-9" 21 E 19'-9" 35 I 11' _ 2 Q 6'-2"-' 11' 12'-2" 20 11'-10" 30 14'-8" 21 14'-4" 32 14'-1" 21 13' 8" 32 15'4" 22 15'-4" 32 19'-9" 24 19'-3" 34 �- 11'-811'-8" 12p (; 11'-811.�" 331 G 14'-114'-1" 122 E 14'-,13,-9" 332 G 13'-0 3 121 E 13' 6 3' 332 G 14'-914.-9" 122 E 14'-9 4 333 H 19'-0"9 224 E 19'-0 8 335 12' LL on 0-6 5'-8" 12' 6" 2" 9" -0" 6" . "o c� 0. ui J z } ATTACHED , FREESTANDING ATTACHED FREESTANDING �" ATTACHED' FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDINGlE �N Ex MAX.COL. jor MAX.POST MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAX -POST FTG. MIN. 'MAX -POST FTG. MIN. MAX.POST FTG. MIN. 1_MAX.POST FTG. MINI MAX.POST 'FTG. MIN. MAX.POST FTG. MIN. j p J SPACING FTG. (IN.) POST SPACING (IN') POST (IN.) POST SPACING (IN') POST (IN') POST ING (IN') POST TYPE SPACING (IN.) POST TYPE_ SPACING (IN') TYPE POST SPACING (IN') POST TYPE (SPAN (IN') POST TYPE c�c ON SLAB* r� (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE TYPE (SPANNG ) TYPE (SPAN) N) (SPAN) ) cr G 18'-0" 16 B 18'-0" 31 G 21'-8" 17 B 21'-8" 33 Fi 20'-9" 17 B 20'-9" 32 G 22'-8" 18 B 22'-8" 33 H— 29'-2" 19 29'-2" 35 I , 5 13'-7" 5' 17'-8" 19 17'-0 31 H 21' 4" 20 20'-7" 34 20'-4" 20 19'-8" 34 H 22' 4" 20 C 21'-6" 35 I 28'-9" 22 27'-8" 37 K "N 16'-4" 17 B 16'�" 30 G 19'-9" 18 C 19'-9" 32 G 19'-0" 18 B 19'-0" 32 G 20'-8" 18 �' 20'-8" 32 F G. 26'-8" 20 E 26' s" 35 1 600 w Z r 11'-4" 6' 16'-2" 19 15'-7" 30 19'-7" 21 18'-9" 34 H 18'-8" 20 C 18.-0" 33 H 20'-4" 21 �19'-8" �34 �aN 26'-3" 23 25'-3" 36 K 15'-21 20 B 1 ' � �3G17• 1 C 1 3 3G 19'1 1 C 19' 3G 24'8" 2 24' 3H5 7- p Q,nm a 50" 1-3" 21 29'-9" 3 H -47, 4'" 23'-6" 36 130G J 14'3" 18 B - 14'3" 2 - 1T11 17 62 -6 5 3G0T"2 2 23'23HC 8, , ,=J 8'-6" $' 1 20 C 13-6 G 16'-332 _7^ 8C 9, 13' -0^ 18 13'6" 30 16' -5 1 16'-133 G 156 12 C 15' 33 17'-012 E 17'-0.33 G 12 26 EE '-87-�„ H 9, _ C 12-90 G 6'-0" 22 2G - - .- 20" 4I13-3"21 Wl 129" 12 G 2 E G 1 E 14'91 33 G 16'-1 5 2 E 16'-, 3 p'- 2 E 20' 9" 343 10 '20'-4"255,-3"32 6'-10" 10' 27" 2.-1"30 2" -1C9 m " 11 12'-2" 19 C 12'-2" 31 G 14'-8" 20 E 14'-8" 32 G 14'-1" 19 E 14'-1" 32 G 15' 4" 20 E 15'-0" 32 G 19'-9" 22 E 19'-9" 35 11 O 6 -2 12'-0" 21 11'-7" 30 14' s" 23 14'-0" 32 13'-10" 23 13'-4" 31 15'-2" 23 14'-7" 32 H 19'-6" 25 18'-9" 34 2 o m r " 11'-8" 19 11'-8" 31 14'-1" 20 E 14'-1" 32 LG 13' 6" 20 E 13'-6" 32 G 14'-9" 20 E 14'-9" 33 H 19'-0" 22 E 19'-0" 35 12 a �, 5 -8 12 . 11'-6" 22 C. 11'-1" 31 G 13'-10 23 13' 4" 32 13'-3" 23 12'-9" 32 14'-6" 23 14'-0" 32 18'-8" 26 18'-0" 34 N >P 0 - LL waa� Y ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ¢= 0 2 z o = MAx.COL. _ O MAx.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX -POST FTG MIPACING MAX.POST FTG MIN. MAX.POST ING FTG. MIN. POST MAX.POST SPACING FTG MIN. POST MAX.POST SPACING FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. POST j O U�aw O ¢ v 3 (IN.) POST SPACING (IN) TYPE (IN') POST S(SPAN) (IN) 0N. -SPACING (IN') (IN') (IN) TYPE AN) (IN') TYPE (IN') TYPE AN) (IN') TYPE o C� ONACINGSLAB t ( PLAN) TYPE (SPAN) (SPANSPACIN) TYPE TYPE TYPE (SPCAN) TYPE (SPAN) (SPAN) (SPCING W a m W c 18'-0" 17 B 17'-8" 33 G 21' 8" ' 19 B 21' 4" 34 H 20'-9" 18 B 20' 4" 32 H 22'-8" 19 B 22' 4" 35 I 29'-2" 20 C 28'-9" 37 K 5'ui Q 13'-7" 5' 17'-3" 20 16'-6" 34 H 20'-10 21 20'-0" 36 K 20'-0" 21 19'-1" 34 I 21'-10" 21 C 20'-10" 36 K 28'-2" 23 E 6'-10 39 �± 16' 4' 18 B 16'-2" 32 G 19'-9" 19 C 19'-7" 33 H 19'-0" 19 B 18'-8" 32 H 20'-8" 19 C 20'-4" 34 H 26% 21 E 26'-3" 36 6. W 15'-10" 20 15'-1" 33 H 19'-1" 22 18'=3" 35 I' 18'-3" 21 C 1T-6" 33 I 20'-0" 22 19'-1^ 36 I 25'-9" 24 24'-7" 38 wNZ'Y I 15'-2" 18 B 15'-0" 31 (', 18' 4" 20 C 18'-1" 33 H' 17'-7" 19 C 17'-3" 31 G 19'-2" 20 C 18'-10" 33 H 24'-8" 22 E 24'�" 35 1 T= > � o m N= W s'-s" �' 14'-8" 21 14'-0" 33 H 17'-8" 22 16'-10 34 17'-0" 22 16'-2" 33 H 18'-6" 23 17' 8" 35 I 23'-10 25 22'-9" 37 K 3 w m " 8 14'-3" 19 B 14'-1" 31 17'-2" 20 C 17'-0" 32 G 16'-6" 20 C 16'-2" 30 G 18'-0" 20 C 17'-8" 33 G 23'-2" 22 E 22'-9" 35 1 8, o "J 8 -6 13'-9" 21 C 13'-1" 32 G 16'-7 23 15'-10 34 H 15'-10" 22 15'-2" 32 H 17'�" 23 16'-7" 34 H 22'-3 25 21'-3 37 K J 9' 13'-6" 19 13'-3" 30 16'-3" 21 E 16'-0" 32 G 15'-0" 20 C 15'-3" 31 G 17'-0" 21 E 16' 8" 32 G�-l23 E 21'-6" 34 H 9, �;_7" 13'-0" 22 C 12'� 32 G 15'-8" 23 15'-0" 33 H 15'-0" 23 14'-3" 32 H 16' 4" 24 15'-7" 34 26 20'-1" 36 K LL 12'-9" 20 C 12'-7" 30 G 15'-4" 21 E 15'-2" 32 G 14%9" 21 E 14'-6" 31 G 16'-1" 21 E 15' . ^ 32 H 20'-9" 23 E 20'-4" 34 H 10' o 6'-10" 10' 12'-3" 22 11'-9" 31 14'-10' 24 14% 33 Fi 14'-2" 23 13'-7" 31 15'-7" 24 14'-10 33 20'-0" 26 19'-1" 36 I 12'-211'-9" 223 C 12'-0"1._3" 331 14'-8"4-2" 224 E 14'-6"3-7" 332 H 14'-13.-7" 21 E 3'-1 10" 32 331 G 15' 4'-10" 224 E 15'- �4,-2" 333 H 19'-9"9,-1" 227 E 19' 6"8 335 11' 6'-2" 11, G G 2" � 5'-8" 11'-8" 20 C 11'-6" 31 G 14'-1" 22 E 13'-1 " 32 H 13'-6" 21 E 13'-3" 32 H 14'-9" 22 E 14'-6" 33 H 19'-0" 24 E 18'-8" 35 I 12' 12' 11'-3" 23 10'-9" 1313'-7" 24 13'-0" 32 r. " 13 0 24 12'-0" 32 G 14'-2" 25 13'-7" 32 18'-3" 27 17'-6" 35 ThinkPad\Duralum\IAPMO 019512-28-14 D 3.dwg, 14 6:4223 rtter, i PATIO COVER- SYSTEMAS MFG. BY: DURALUM PRODUCTS INC S\0NAL Fib EN. 6''Z `m 14808 W-1 Nc'l;v�E.c? THOMAS 1. '•�� A E �. C o w Exp: Odo, CIVIL bQ .tPAP, GENERAL NOTES: GOVERNING CODES: 1-THE-DESIGN COMPLIES WITH THE 2012 INTERNATIONAL BUILDING CODE, 2012 INTERNATIONAL RESIDENTIAL CODE, 2013 CALIFORNIA BUILDING & RESIDENTIAL CODES, ASCE/SEI 7-10-MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10. DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SUE, 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, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. 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 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL B. AN ATTACHED COVER 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 OF ZERO AND A MAXIMUM COLUMN LOAD OF 750 POUNDS. 9. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST. DEPTH OF ZERO. 10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.32. DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM COVER 10' PROJECTION. 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG 50 SQUARE FEET, WHERE COVER ATTACHED TO OVERHANG. 14. COVERS ARE DESIGNATED'RIDGED BUILDINGS' AS DEFINED IN ASCE/SEI 7; SECTION 6.5.13. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS 'OPEN STRUCTURES- AND 'PARTIALLY ENCLOSED,' RESPECTIVELY, IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 17. THE RATIO (FLIP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (L/P), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1} MATERIAL SPECIFICATIONS: 19. BEAMS SHALL BE SPLICED OVER THE CENTER SUPPORT ONLY OF A THREE POST CONDITION. 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, RUST-0-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 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. 25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT.+ STAINLESS STEEL (ICC-ES ESR-2526 FOR CONCRETE AND FOR MASONRY). 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 PATIO COVERS ONLY. ' 28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, EXCEPTION 2. _ 29. SIMPSON SDS25412 AND SDS25600 SCREWS SHALL BE IN ACCORDANCE WITH ICC-ES EVALUATION REPORT ESR-2236. ' MULTISPAN ROLL -FORMED ROOF PANELS REQUIRE SITE SPECIFIC ENGINEERING. FOR SNOW DRIFT DESIGN SEE SHT50 JF DESIGN REQUIREMENTS RESIDENTIAL APPLICATIONS - CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I, CRC AND IRC APPENDIX CHAPTER H. ROOF LIVE AND SNOW LOADS: 10, 20 AND 30 POUNDS PER SQUARE FOOT. COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. ROOF LIVE AND SNOW LOADS: 20 AND 30 POUNDS PER SQUARE FOOT AT ROOF. ADDITIONAL DESIGN REQUIREMENTS• ." ' 1. TABULATED'SPANS FOR SNOW LOADS ARE BASED ON Pf AT THE ROOF EQUAL TO 20 OR 30 psf. 2. 'BASIC WIND SPEEDS: 110, 120,130 MPH; EXPOSURES B AND C. '3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE. FACTOR. 11, 1.6. 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER 5. SEISMIC DESIGN PARAMETERS: IMPORTANCE FACTOR: 1.0 SITE CLASS: D SEISMIC DESIGN CATEGORY: D MAPPED SPECTRAL RESPONSE COEFFICIENTS: Ss= 1.50, S,= 0.6, S os= 1.0, S o,= 0.50 . RESPONSE MODIFICATION FACTOR. R:1.25 6. EQUIVALENT LATERAL FORCE PROCEDURE. 7. DESIGN ASSUMPTIONS: A. MINIMUWBU1CDING HEIGHT OF MAIN STRUCTURE (AVERAGE): 20' B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 31Y 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 ICC-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, SfTESPECIFIC 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. 4 SHEETINDEX: SHEET # SHEET TITLE / DESCRIPTION T-1........... TITLE SHEET, DESIGN LOADS, GENERAL NOTES • .I. ; 1 ............SOLID PANEL STRUCTURES 2 ............OPEN LATTICE STRUCTURES 3-4 .........PANEL SPANS TRI-V, W-PANEL & FLAT PAN 5 ............MINIMUM FASTENERS / FAN BEAM 6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS F 7 ............HEADER BEAM TYPES, COLUMN / POST TYPES 8 ............EXISTING EAVE CONNECTION DETAILS ' 9 ............HANGER CHANNELS AND MOUNTING BRACKETS 10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS 11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS 12 ...........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS 13-16 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10# L.L, 110-130 MPH 17-20 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20# L.L, 110-130 MPH 21-24 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130 MPH 25-28 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30# L.L. 110-130 MPH 29-32 .......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40# L.L, 110-130 MPH - 33-36 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 1.1.0-130 MPH 37-38 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10# L.L, 110-130 MPH 39-40 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20# L.L, 110-130 MPH 41-42 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130 MPH 43-44 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30# L.L, 110-130 MPH 45-46 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40# L.L, 110-130 MPH 47-48 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50# L.L, 110-130 MPH 49 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS 50 ...........SNOW DRIFT DESIGN ,Users1de111Documents\DURALUMVAPMO 0195V-12-13\[APMO PATIO COVER 11-15-13 2.dwg, 11282013 3:40:34 AM, Tabloid r SOLID PANEL STRUCTURES ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL SEE SCHEDULE FOR SPANS -� "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SEE * SQ. POSTS, SIZE VARIES (ENGTy 0 AND �E R0B pCF RE V'4R/F0 JEcrION OPTIONAL: CANTILEVER BEAM SEE SCHEDULE FOR POST SPACING F S rimCEED 3 1/2' SLAB ALTERNATE: ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT = 17 NOTE: NO SPLICE AT THIS POST AND AT END BAYS. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION * SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES. ALUMINUM ROOF PANEL O.H.L SEE SCHEDULE FOR SPANS . "O:H:" NOT TO EXCEED-25% - - :- T - OF SPAN SEE. DETAIL FOR SPLICE.-�- =- POST Sp . :. SFESCyF SO. POSTS, SIZE VARIES C/NG ALTERNATE: 3 1/2" SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN NOT! FOOTING, SEE POST 'SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR. .. FOOTING CUBE SIZE 1/2 x 9" STEEL ROD ST RUC�RE V�/ES BEAM SEE SCHEDULE FOR POST SPACIN 25� DF,3 �CEEO SPLICE AT THIS AT END BAYS. e NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/ CANTILEVER OPTION ATTACHMENT CHANNEL 1-�NGTy O ROOF PANEL ALUMINUM SEE DETAILS AND Ska<< No �UC�R SEE SCHEDULE MIN. 0.25" SLOPE PER FT. ryFpRO EC �FSSF7xV,i�gI�IFS FOR SPANS 77o y SEE DETAIL FOR SPLICE I,os.r OPTIONAL: * SQ. POSTS, SIZE VARIES —` S��OHESPAp/;NG_SEEPSCHEDULEOSNORR ,. 25%OF` 3 1/2" SLAB ATTACHMENT ALft TERNATE: SINGLE POST MAY BE USED, SEE SCHEDULE WHERE SEE SCHEDULE NOTE. O SPLICE AT THIS MAX. HT.= 12' POST AND AT END BAY FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION * SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X 61/2" SIDE PLATES. ALUMINUM ROOF PANEL MIN. 0.25" SLOPE PER FT. SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25-A OF SPAN • OH SEE DETAIL FOR SPLICE Jill POST r, . - OPTI NAL: - CANT LEVER B SQ. POSTS, SIZE VARIES " SEESCyAC/NG EDUCES SEE SCHEDULE FOR POST SPACING O H NOT III i ALTERNATE: 25� OFSP 1 a O 3 1/2" SLAB SINGLE POST MAY BE USED SEE SCHEDULE i` TO CONSTRAIN NOTE O SPLICE A THIS FOOTING, SEE POST D AT END BOYS. SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION ' Uo LL. J Ulan 0 QD w ui�w... myozg �Za z- ww 02 00 fUi1K S o � w W Jsers\dell\Documents\DURALUMVAPMO 0195\9-12-13UAPMO PATIO COVER 11-15-131.dwg, 1127/2013 937:42 PM, Tabloid OPEN LATTICE-STRUCTUREZ. t RAFTER, SEE TABLE FOR SIZE AND SPACING Fay MAX. PROJ. SnN SEE SCHEDULE C' e(/j NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX PROD' OT MAX O.H. [p/N�, MAY BE COVERED. SEE SCHEDULE 25% OF SPAN O.H F� O RAFTER, SEE TABLE FOR SIZE AND SPACING HG ?S _ �OF O MAX. O.H. 25% OF SPAN • N G� SSA G XI � G Cal z4 LENGTH OF STRUCTURE VARIES OV G POST WITH SIDE PLATES > SEE DETAIL F Y SFSpgB qC/H LENGTH OF STRUCTURE VARIES 3 1/2' SLAB ATTACHMENT' MAY BE USED WHERE NOTE: EACH COMPONENT IS INTER- sFF T so PERMITTED. sF sTsp T qC/ SEE SCHEDULE. F�ge[�C/HG CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED, NOTE: EACH COMPONENT IS INTER- • / SEE SCHED. FOR FOOTING CUBE SIZE . CHANGEABLE WITH ANY OTHER S� NOTE: THIS OPEN LATTICE -TYPE STRUCTURE COMPONTENT UNLESS OTHERWISE SHOWN. MAY NOT BE COVERED. � HG6V POST WITH SIDE PLATES SEE DETAIL 3 1/2' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE FOOTING• W HERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE TYPE."E" ATTACHED SINGLE -SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MULTISPAN �' .LATTICE STRUCTURE w SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES. * SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES. E MAX. PROD. ` - r RAFTER SEE TABLE r ' FOR SIZE SEE SCH U NOTE: THIS OPEN LATTICE -TYPE STRUCTURE _ AND SPACING MAY NOT BE COVERED. x _ MAX O.H. O.H O�cA' RAFT C p 55% OF SPAN - �' "r AN TSA R/y 9C/HC ' MAX. O.H. F � "�• • 0I�25% OF SPAN AO SlSA�G '�c,y /H ry x \ C, BOG 0 LENGTH OF STRUCTURE VARIES A ' OST CROSS-S CTI I . SEE TABLE MAX PROJ.. SEE SCHEDULE NOTE THIS OPEN LATTICE -TYPE STRUCTURE �:o MAY NOT BE COVERED. STRUCTURE VARIES SEE POST OETAI LENGTH OF ` CA w �D 3 1/2' SLAB POST CROSS-SECTION, NOTE: EACH COMPONENT IS INTER- — Ap TO CONS USED F S�cF rSp . > SEE POST DETAIL, CHANGEABLE WITH ANY OTHER sF sA FOOTING, SEE t . rge�c/HG COMPONTENT UNLESS OTHERWISE SHOWN. rq gciy SCHEDULE I 3 1!2' SLAB &4p G [# NOTE: EACH COMPONENT IS INTER- AosT TOCONSTRAIiN FOOTINGT I %• \/ CHANGEABLE WITH ANY OTHER ' SFFT soq FOOTING, SEE WHERE REQUIRED / , COMPONTENT UNLESS OTHERWISE SHOWN. �[Fc/HG �\ SCHEDULE SEE SCHED. FOR FOOTING CUBS !'' FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE F Jsers\delMocuments\DURALUM\IAPMO 019519-12-13\IAPMO PATIO COVER 11-15131.dwg, 11/27/2013 9:43:51 PM, Tabloid SOLID PANELS PANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C ALUM. ALLOY 3004-1136 OR EQUAL 24- TRI--V• PAN (SEE NOTE 1 BELOW) L.L= PANELT 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN (PSF) (IN.) . EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 9'-10• 9•-10' 9'-10" 9•-1• 9' 8' 8'-r .018 9'-0' 8'-0' 8'-r 8'-1' 8'-r T-5• 11'-0• 11-0' 11'-8• 11'3• 11'-2- 0'_9- 10 .024 10'�' 9'-9' 9'-9' 9'-r 9'3' 8'-T r 13'-r 13'-r 13 -r 17-4- 13'-0' 7-0' 032 -17-0• 17-1• 17-1' 11'-2' 11'-3• 10'-0- 8'-4• 8•-4- 8'-4- 8'-r 8'-3" T-11' .018 T-9' T=5' T-5' T-r T-r 6'-10' 9'-4• 9•-4- T-4- 9'-2' 9'-4" 9'-0• 20 .024 8'-9' 8'3' 8'-0' 8'-r 8'-r T-1011 11'-8• 11'-0• 11'-8• l l'3' 11•-r 11•-0" .032 10'-9' 103' 10.4' 9' 8• 9'-9' 9'-9' 6'-4• 6-4' 6-4' 63' 6'-4• 6-2• 018 fill-1' 6-0• 6'-0• 5'-10' 5'-10' 6 6' T-11• T-11• T-11' -10• T-11- T-r 25 .024 Tom' T-r T-2" 8'-10' 6-10- 6'-6' 9'-T 9'-6• 9'-6' 9'4- s'-0' 9'-r .032 9'-1' 8'-10' 8'-10' 8'-8' 8'�' 8'-4' 6.4' 6-4' 6'-4- 6-3' 6'4' 6-r .018 61' 6-0' 6'-0' 5'-1(r 5'-10- s-W T-11• - T-11' T-11 -loll T-11' T-r 30 .024 T-d• T-r T-r 6'-loll 6-10' 6'-6' .032 9'-1' 8'-10' B'-loll 8' NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 4 OF 50 FOOTNOTE: 'SAMPLE- FIGURE INDICATES -a ATTACHED FIGURE INDICATES FREESTANDING NOTE 1: WHERE MULTIPLE SPANS OCCUR MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. 75• 7'7' 45- TYP. .09R (ALL UNMARKED RADII .06R) T= (SEE TABLE BELOW) r1>r ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-1136 OR EQUAL 12' x 3 1/2" W PANEL (SEE NOTE 1 BE OW) 8• x 2 Yz' FLAT PAN (SEE NOTE 1 BELOW) 6" x 2 Yz" FLAT PAN (SEE NOTE 1 BEL L.L= PANEL-r 110 MPH SPAN 120 MPH SPAN 1 130 MPH SPAN L.L= PANEL'r 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN L.L= (PSF) (IN.) (PSF) (IN.) (PSF) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B I EXP.0 EXP.B EXP.0 - EXP.B EXP.0 13.3• IT-3" " 13'• 17-9• 17-9• • 12'3 17-0' 12'-0' 17-0• 11'-r 11'-7" 11'-2• 020 .020 1 r-0- 11 -r 1 r-r 1 o•-r 1 o•-r s•-1 r loll-10" 1 o'-r 10.3• s'-s• 9-7- s•-0• 14'-9' 14'-9" 14'-9' 14'-r 14'-2' 13'3" 13'-3' 13'-3" 13'3' 17-10' 17-10' 17-4• 024 024 024 10 1T-2" 17-T 173' 11'-10" • 17-0' 11•-1' 10 12'-1' 11' 4" 11'-0• 10'-9' 10'-10' 101-1" 10 IT 3" 1 T-3• IT 16$' 16'-8 16'-0• 15'-r 15'-7 15-r 15-0" 15•_U 14'-W 032 032 14'-9' 14'-9' 14•-0• 14'-1" 13'-3' 14--1' 13'-1' 13'�" 17 4' 17 G' 17-0• 19•-r 19'.040 -T 19'-r 18'-10• 18'-10' 18'-2' 1 T-4' 1 T-4' 1 T-4" 16'3• 16'$' 16'-1 oao 1 T-T 16' 8' 16'-9' 15'-9' 16-0' 15-0' 15'-r 14'-10" 14'-loll 14'-1' 14'-2' 13 �' 10'-9" 10'-9' 10'-9" 10'-7" 10•-9" 10 3' 9'-9• 9'-9' 9'-9• 9'-9'9'-4- 020 020 �9'7' 10 l' 9•-0' 9-0' 9-0• 9' 1- B$- 9'-1' 8'-9' 8'-9•8'4- 8'-0- T-11" MA 173' 17-3' 17-3' 11'-9' 17-2' 11'-r Me 11'-0" 11'-0' 11'-0' 10'-8' 1 U-10. 10 �' 14'-4" 14'-4" 14'-W 14'3' 13'-7' .032 13'-3' 17-9• 17-0" 17-4 17-4' 1l'-7' 163• 163• 163' 15-10" 16'-r 15-0- .040 15'-1- 14'-r 14'-7- 13•-8' 14'-1' 13'-2' 9'-1' 9'-1' 91-1' 91-0" 9'-1• a.-9- .020 8'-8' 8'-4' 8'-4' 8'-1• 8'-1' 7"-9• 9'-9• 9•-9• 9•-9• 91-8• 91-9• 9-7' .024 9' 6' 9'-2' 9'3' 9' 0• 9'-1' 8'-9' 25 11'-1• 11'-1" 11'-1" 11'-r 11.3• 1V-0• .032 10 -9' 10'-r 17.6• 1Z-6' 17-W 17-4• 12'-0' 17-2• .040 11'-0' l V-6* 11'-2' 9•-1• 9'-1• 9'-11 9'-0• 9'-1• 8'-9' .020 8 8' 8. 8'-4• 8'-1- 8'-1' T-9' - - 9._9. _.. 9.-9" 9'-9' 9'-B• 9'-91 9'-T .024 9'-0' 9'-r 9•-3' 9'-0' 9'-1 • 8'-9- 30 11 •-r 1 r-r 1 r-r 1 r-r 1 r3• 1 r-0• .032 10'-9• 1 o'-r 10'-T 10 3' IV 10 -1' 17-W 17-0' 17 6' 17.4' 12'-0• 17-r .040 17-1' 11•-s• 11'-9• 11' fill 11, 6' 1 T-r T-10" T-10• T-10• T-10" T-loll T-10' .020 T-9' T-0' T-6' T-4' B'-r 8'-T 8'-T 81-r 8• - el .024 8'-0' 8'-4• 8'-4" 8'-2• 8'8!-2* 40 91-10" 9'-10- 9•-10• 9•-10• 9'-10" 9'-10' .032 9'-T 9'4' 9'�' 9'-2' .040 10'-loll 10'-r 1o•B• 10•�• 10•�• 10'-2• 6-11" 6'-11' 6'-11• 6'-11' 6'-11' 6'-11" .020 6'-11' fill-9- 6'-11" 6'-8• 6'-8' T-8• T-8" T 8' T 8" T-8' T 8' .024 $ T' T 8' T 8" T-T T-r T-0• 50 8'-lo' 8'-10• 8'-10' 8' -10- 8'-1o' 8'-10• .032 8'-10• 8'-9• 8'-9. 8'-7• 81-W 8•-0• 9'-9' 9'-9• 9'-9' 9'-9. 9'-9' 9-9- 040 9'-9' 9'-9" 9'-9' 9'-r 9'-r 9'�• 17 11'4 11' 6" 11'-0"11'-0'14'-0' 14'-0' 14'-6" 14'-2" 14'�' .04013'-0•17-10' j.03211'-10' 13•-0'17�'178'-1• 8'-1" 8'-1• 8•-0' 8'1• .020T9" T-7- T-T T-4' T4' 8'-9• 8'-9" 8'-9• 6-8" 8•-9- 8•-W .024 25 8•4' 8'-2' 8 2' 8'-0' 8-1" _ T-9 10 -0' 10 -0' 10'-0' 9 -9' 25 .032 9'-r 9'4' 9'4'r 8'-10'11'-1• 11'-110 9'.040 M9*-2* 10'-0• 10'- 10'-6•r 9'-10•8•-l' 8'-1• 8'-1• T-10- .020 T-9• T-T T-r4- T-2" - - - . 8•_9- - .8. 9" e. 9. - 8,$, -- 8•_9.- 8.-0 - 024 � _ 8'•4 _ 8'-2 8'-2' 8-0' 8'-1' I T-9' 10'-0• 101-0' 10'-0' 9'-10• 10'-0' 9'-9• 30 .032 9W- 9•4' 9 4• 9'-r 9-2• 8%10' 11'-1' 11'-1' 11'-1' 11'-0• 11'-1' 1U•-91 .oao 10 8' 10�'s-10- T-1• T-1' T-1' T-1• T-1• T-1- .020 T$' T-8• T 8' T-8• T-B- T-8" .024 40 T-r T-6' T-0' T-3' T3' T-2' 8'-9. 8'-9• 81-9• 8'-9• 8'-9. 8'-9- 40 .032 8'-8' 8'-6• 8'-0' 8'-3' 8'�• 8'-2' 9•-8• 9'-8• 9'-0• T-8• 9'$• 91-8' .040 9'-r 9' fill 9'-6' 9'-3' 9%3• 9•-1- 6'-3' 6'-3• 6'-3• 6-3" 6'-3• 6'-3- .020 6'-3' 6'-3' 63' 6-r 6'-2' 8'-1' 6'-10• 6•-10' 6'-10" 6- 10' 6'-10' 6'-10" 024 � 6'-10' 6-10' T-10' T-loll T-10- T-10• T-10' 50 .032 T-10• T-9" T-9' T-8- T-8' T-r 8'-8• 8' 8- 8•-0' 81-8" 8'7- 8•-8" .040 8'-0" 8' 8' 8-W 8'-0• 8'-r 8'�' P. g ¢ U Q O O f_) < U PANEL'r 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN OF v (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 w 14'-r 14'-2' 14'-2" 13'-9" 13'-9• 13'-1' 2 .020 U 1Z4r 17-0• 17-0• 11'�• 11'-0• 10-0• 15'-T 15-r 15-r 15-3" 15-r 14•-T .024 14'-r 1X 13'4" 17-8' 17-9' 17-1• 1 T-2' 1 T�IT-1257�10-IT-15.16-0' a03216'-2' 14'-3' o 18'-0' 18'-0' 18•-6• 18'-1' 18'A" 1T-9• o $ .040 1 T-0• 16- 00• 1 T-0' 16'�" 1T-6' 16-0" N o n= 11•-7' 11'-7' 11'-7" 1V-6• 11'-r 11'-1- o0 ozo 10-10' 10'-0" 10'3• 9'-9• 9'-10' 9•-5' o 024 13'-0" 13'-0' 13•-0" 17-0" 13'4r 17�• m RX 17-r 11'�" 11' B" 11'-2• 11'3' 10-T � _ 15-0' 15'-0" 15'-0• 14'-9" 14'-10' 14'-7- .032 14'-2' 13'-9• l T-r 13'-0' 13 -1" 178' 14 1-1• 1-1' 11• 5'-10-' 1-1•-15' .040 -61S-r 14'1614'1-8 -065r i Za a .020 94' 9 -4' 9'49'3' 9 �' 9'-1' 9'-70" 8'-9• 81-91 8'-7-8' 7- 8y w 10'-3- 10'-3' 10.3• loll-r 10' -3' 10'-0' 4 .024 n 3 9•-loll 9'-7- 9'-8' 9'4• 9'�' 9'-r 11'-10' 11,10, 11'-10' 11'-9• 11'-10' 11'-r .032 11'-4' 1V-r 1V-2- 10'-10" 1a. -lo. 101-r 13'3' 13'-3' 17 3• 1,T 2' 13'3' 13'-0" E .040 17-9' 176' 17-0' 17-r 1Z2' 11'-10" m E } 9'-4' 9'4• 9'-4- 91-T 9'-0•.020 9•-1• m E 9J(r 8'-9' 8'-9' 8'-T T_,r 8'�: LL 10'-3' 10'-3' 103' 10-r 1o'3- 10'-0• ' i 024 Q?w� 9-loll 9-T 9'-0' 9' 4' 9. 9'-2 11'-10' 1'-10' 11'-9' 11, 10' 11'-r } C.)0 114- 11•-2• 11•-r 10-loll 10-loll 10-r 13'3' 133' 13'-3' IT 2" 13'3' 13'-0' w 0. 040 1 r 9' 17�• 17 s• 17-r 17-2• 1 r-10• 0> a s 8'-2" 8' 2" W8,-2T8'-2"8'-r 8'-r.020 T-9" r-8 139' 0' 9'-0" 9'-0' 9'-0".0248'-8' 8'-r 8'�'10'4" 10•4• 10•4' 10'-4' W.032 z 103' 10-1'• 9-10' 9'-8' m z 11'-r WT4" 11'-r 11'-r P�j Z W .040 3 w w 11'6'" 11'-1' 11'-1•3:.. V) corn¢ T-4• T4' T 4' T4'.ozo T-r T-2' T-1•024 T3" 9'-3" 9'3• 9-38'-1' ' T-10' T-10' 7 8" a O 9'3- 93• 93' 91-3.032 W -1• 6-10" - _ 10• 4' 10'-4" 10'A• 10'4• .040 10'�" 1a�• 10'�• 10'-r loll-z• loll-0• JsersXdelMocaimen s%DURALUMUAPMO 019519-12-1311APMO PATIO COVER 11-15-131.dwg, 11/27/2013 9:46:47 PM, Tabloid MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM &WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS f TABLE 1 TABLE 2 TABLE 3 (2) 2"x6 %2" AND WALL HANGER, 3"x8" AND EXTRUDED AND 3"x8" WITH _ 6: %2" ROLL FORMED HEADERS •' STEEL HEADERS STEEL INSERT HEADERS �. NUMBER OF NO.14.TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF N0.14 TEK OR SMS SCREWS �o= PER FOOT OF HEADER LENGTH PER FOOT OF WALL HANGER AND HEADER LENGTH F PER FOOT OF HEADER LENGTH DO - 5 3 �o gy 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH • 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B . EXP. C EXP. B EXP. C EXP. B EXP..0 EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C . ~ ~ - 5' 1 2 2 2 2 2 2 2 2 2 2 2 5' 1 1 1 2 1 2 2 2 2 2 2 2 5' 1 1 1 1 1 1 1 1 1 1 1 2 6� 2 2 2 �22 2 2 2 2 3 1 2 2 2 2 2 2 2 2 2 2 6' 1 1 1 1 1 2 .2 .6r 2 1 1 1 2 1 2 7, 2 2 2 2 2 2 2 3 2 3 3 3 7' 2 2 �,°`2 2 2 2 2 2 2 3 7' 1 2 1 2 µ ,2 .2 1 1 _1 1 2 2 2 e QI C7 2 2 2 3 2 3 3 3 3 3 3 3 8� 2 2 2 2 2 2 3 2 3 8' 1 1 2 2 2 2 3 3 1 2 2 2 2 go, 2 2 2 3 2 3 3 3 3 3 3 4 9' 2 2 2 3 2 3 3 3 3 91 1 2 2 2 2 2 3., 3 3 2 2 2 2 2 2 10' 2 3. 3 3 3 3 3 4 3 3 4 4 10' 2 2 2: 2 2 2 3 3 3 3 3 3 10, 1 2 2 2 2 2 2 . 1 2 2 2 3 2 3 3 3 3 3 3 4 3 4 4 5 11' 2 2 f .3.. 3 3 3 3 3 3 4 4 11 2 2 2 2 2 2 ,•3 2 2 2 2 2 3 12' 3 3 3' 4 3 4 4 4 4 4 4 5 12 2 2 3, 3 3 3 3 2 3 2 4 12 , 2 2 2.2 3 2 3 13' 3 3. 3 3 4 4 5• 13 2 2" 2 2.2 4 3 , 2 2 2 2 2 3 2 2 2 3 3 4 4 5 4 5 3 3 3 4' 3 4 13 2 2 2 3 3 3 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED _ r ' FIGURE INDICATES FREESTANDING , r s . FAN BEAM r— FAN BEAM (19'-0" MAX SPAN) J � J • HEADER z CEILING FAN AND/ :. N OR LIGHT FIXTURE ; X ( MAX. 30 Ibs.) w I NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET T-1. T=.075" TYR . FAN BEAM: ALUM. ALLOY 6063—T6 #14 x 3 1/2" S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER FAN BEAM �— #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL UsersldelNJocumems\DURALUMUAPMO 0195\9-12-13VAPMO PATIO COVER 11-15-131.dwg, 11/27/2013 9:48:47 PM, Tabloid RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C MINIM 20 1.042 25 1.042 30 1.042 40 1.042 50 1.042 i Mu 3" x 8" RAFTER z a 0 110 MPH 120 MPH 130 MPH o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 26'-3" 26'-3" 26'-3" 25'-8" 25'-9" 24'-4" 16" 26'-3" 26'-3" 26'-3" 26'-3" 26'-3" 25'-7" 21'-6" 21'-6" 21'-6" 21'-0" 21'-1" 19'-10" 24" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0" 21'-0" 21'-10" 1'-10" 21'-10" 21'-6" 21'-7" 21'-0" 16" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" T-1 I" 17'-10" 17'-7" 17'-8" 17'-2-10" 24" P17'-10" 1 T-10" 1 T-10" 17'-10" 17'-10" 17'-10" 12'-2" 12'-2" 12'-2" 12'-1" 12'-1" 12'-0" 16" 12'-2" 12r-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-1" 12'-1" 12'-0" 24" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-1" 12'-1" 12'-0" 16" �f 12'-2" 12-2" 12''-2" 12r-2w 12r-" 2 12'-2" 1 �f12r-2w IL'-2" 12'-2" 12'-1" 12'-1" 12'-0" 24" 12'-2" 12'-2" 12'-2" 12'-2" 12' -2" 12'-2" 10'-7" 10'-T 10'-T' 10'-7" 10'-7" 10'-7" 16" 10'-7" 10'-7" 10'-7" 10'-7" 10'-T 10'-7' 10'-7" 10' 10'-7" 10'-7" 10'-7". 24" 10'-T' 10'-7" 16" 8'-7" 8'-7" 8'-T' 8'-7" 8'-7" 8'-7" 8'-T 8'-7" 8'-7" 8'-7" 8'-7" 8'-7" 8'-8" 8'-8" 8'-W 8'-W 8'-8�8'-8 24" 8-8" 8-8" 8-8" 8'-8" 8 0.024' 6.S 0.032" 0.04r --MNC * 30x8" RAFTER * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 30044H36 OR ALUM. ALLOY 300441136� ALUM. ALLOY 30044436 OR EQUAL OR EQUAL EQUAL * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24' O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. z W 2" X 6 1 /2" RAFTER z 110 MPH 120 MPH 130 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) rno 14'-2" 14'-2" 14'-1" 13'-10" 13'-10" 12'-8" 16" 14'-10" .024 11'-7" 11'-7" 11'-7" 1 V-4" 11'-4" 10'-4" 24" 11'-T' 11'-7" 11'-7" 11'-T' 11'-T' 11'-3" 18'-0" 18'-0" 18'-0" 17'-7" 17'-8" 16'-10" 16" 17'-7" 10 .032 18'-6" 18'-6" 18'-6" 14'-4" 14'-6" 16'-10" 24" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'. 4" 21'-9" 21'-9" 21'-9" 21'-3" 21'-4" 20'-6" 16" 21'-9" 21'--9 21'-9" 21'-9" 21'-9" 21'-2" .042 17'-9" 17'-9" 17'-9" 17'-4" 17'-6" 16'-9- 24" 1 T-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3" 11'=91•- " 11'-9" 11'-9" 11' 7" 11'-8" 11'-3" 16" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" .024 9'-8" 9'-8" 9'-8" 9'-6" 9'-7" 9'-3" 24" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 91-8" 15'-0" 15'-0" 15'-0" 14'-9" 14'-9" 14'-4" 16" 20 16-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 12'-3" 12'-3" 12'-3" 12'-1" 12'-2" 11'-9" .032 24" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 18'-1" 18'-1" '8"" 18'-1" 17'-9" 17'-10" 17'-4" 16" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" .042 .042 14'-9" 14'-9" 14'-9" 14* 7" 14'-8" 14'-2" 24" 14'-9" 14'-9" 14'-9" 14'-9" 6'-3" 6'-0" 6'-3" 6'-3" 6'-3" 6'-3- 16" 6'-3" 6'-3" 6'-3" 6'-3" 6-3" .024 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 24" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 16" 25 .032 8' 4. 8r�w 8r�w 8r�w 8r-4- 8r-4" 24" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4- 8'-4- 8'-4" 8'4" 8'-4" 8'-4 8'-4 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 16" - .042 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10' -1" 10'-1" 10' -1" 10, 1" 24"10'-1" 10'-1"10'-1" 10'-1" 10'-1" 10'-1" FOOTNOTE: 'SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING z DBL. 2" x 6 1/2" RAFTER w 110 MPH 120 MPH 130 MPH EXP.Bj EXP.0 EXP. B EXP.0 EXP, B EXP.0 (PSF) (IN.) "o 19'-10" 19'-10" 19'-10" 19'-6" 19'-T IT-110- 16" 19'-10" 19'-10" 19'-10" 19'-10" 19'-4" 024 Ml6'-3W' 16'-3" 15'-10" 16'-0" 14'-7" "16'-3" 24 4-3" 16'-3" 16'-3" 16'-3" 25'-3" 25'-3" 25'-3" 24'-9" 4'-10" 23'-9" 16" 25'-3" 25'-3" 25'-3" 25'-3" 25'-3" 24'-8" 10 .032 20'-8" 20'-8" 20'-8" 20* 3" 20'-4" 199-6" 24" 20'-8" 20'-8" 20'-8" 20'-8" 20'-8" 20'-2" 30'-8" 30'-8" 30'-8" 9'-10" 30'-1' 28'-9" 16" 30'-8" 30'-8" 30'-8" 30'-8° 30'-8" 29'-10" .042 25'-1" 25'-1" 25'-1" 24'-6" 24'-7" 23'-T' 24" 25'-1" 25'-1" 25'-1" 25'-1° 25'-1" 24'-4" 16'-7" 16'-7" 16'-7" 16'-3" 16'-4" 5%10" 16" 7" 16'-7" 16'-T' 16'-7" 16'-7" 16'-7" .024 13'-7" 13'-7" 13'-7" 13'-4" 13'-4" 13'4)" 24" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 21'-1" 21%1" 21'-1" 20'-9" 20' -10" 20'-2" 16" 21'-1" 21'-1" 21'-1" 21'-1" 21'-1" 21'-1" 20 .032 17"-3" 17'-3" 17'-3". 17'-0" 1T-1" 16'-0" 24" 17'-3" 1 T-3" 17'-3" 1 T-0° 17%3" 17'-3" 25'-0" 25'-6" 25'-6" 25'-1" 25'-2" 24'-4" 16" 25'-6" 25'-6" 25'-6" 25 25'-6" 25'-6" .042 20'-10" 0'-10" 20'-10" 20'-6" 20'-7" 20'-0" 24" 20'-10" 20'-10" 20'-10" 20'-10" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 16" 9'-3" 9'-3" 9'-3" 9'-0" 9'-3" .024 9'-0" 9'-3" 9'-3" 9'-3" 9'-3" 24" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 16" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 1 V-8" 11'-8" 11'-8" 24" 11'-8" 11'-8" 14'-1" 14'-1" 14'-1" 14'-1" 14'-1" 16" 14'-1" 14'-1" 14'-1" 14%2" 14'-1" 14'-1" 14'-2" 14'-1" 14'-1" 25 .032 .042 TRIBUTARY WIDTH TABLE - 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' S 6 6 7 7 8 8 9 9 10 10 11 11 12. 12 13 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 5' - - - - - 11 11 12 12 13 13 14 14 15 15 16 24" 14'-2" 14'-2" 14'-2" 14'-2" 9'-3" 9'-3" 11'-8" 11'-8" 14'-0" -- 13'-10" 13'-10° PROJECTION SPAN O.H. I _ IjLTRIBUTARY � WIDTH TRIBUTARY= fl 2 SPAN + O.H. i 1 NOTE: TRIBUTARY ON MULTIPLE SPANS IS J EQUAL TO CENTER SPAN TO CENTER SPAN 1sers\delMowmemslDURALUMUAPMO 019519-12-13UAPM0 PATIO COVER 11-15131.dwg, 11/27/2013 9:50:53 PM, Tabloid *a .- Users1delPDocuments\DURALUMUAPMO 01 M r A MAG BEAM ALUM. ALLOY 6063-T6 DBL. 2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL 6.5" ROLLFORM @4U!ZER FASCIA M. ALLOY 3004-H36 T=12 OR 14 Gil ASTM GRADE 50 '.2-y T11PO4. DBL. 3"x8"x0.042" BEAM W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-1136 OR EQUAL 40TE: DBL. 3"x8"x0.042" BEAM EACH HEADER BEAM TOP AND 3OTTOM FLANGES SHALL BE CUT AT W/ DBL. 12 GA. STL. INSERT O EACH INTERIOR COLUMN WHERE 3 ALUM. ALLOY 3004-H36 )R MORE COLUMS OCCUR. DO NOT OR EQUAL :UT FLANGES AT END COLUMNS. HEADER BEAM TYP GUTTER EXT. CUP SPLICE 1 ' I I CE CU WHERE 4 0.07(r —�-- I I TYP. r, 4" I -BEAM (§�ALUM. 4.5" MAG GUTTER V ALUM. ALLOY ALLOY . 6063-T6 6063-T6 J 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL 1.00" 0.14" R— TYP. 0.04r TYP. I-�3.0'--� E 3" SQ. STEEL BEAM ASTM A653 GRADE 40 s 3"x8"x0.042" BEAM � W/ 14 GA.STL. INSERT L ASTM GRADE 50 3"x8"x0.042" BEAM W/ 12 GA. STL. INSERT M ASTM GRADE 50 COLUMN / POST TYPES 0 024- 0.032' 0.04r PLASTIC PLUGS 6 #10 SMs @ 24' O.C. EA. SIDE II I I o.o�s ' .032' 3.U' T—�II ALUM. 3.0' 3.0 3" SQ. ALUM. POST 3" SQ. ALUM. POST--30"------ 3" SQ. ALUM POST ALUM. ALLOY 3004-H36 WITH SIDEPLATES MAG POST B ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ALUM. ALLOY 3004-H36 E ALUM. ALLOY t SQ. STEEL POST F ASTM A500.GR.B (Fy=46ksi) OR EQUAL 6063-T6 ASTM A500 GRADE B SPLICE WHERE AL6, OCCURS OY li__-M 0.110' TYP. F 7" I -BEAM ALUM. ALLOY 6063-T6 G W/ (1). "C" INSERT ALUM. ALLOY 6063-T6 H W/ 2 "C" INSERTS ALUM. ALLOY 6063-T6 MAX. Wt. =10' =3"SQ.xt=0.188" =3"SQ'.xt--0.250"=3"SQ.xt=0.313' IH =4"SQ.xt=0.188' =4"SQ.xt=0.250' Isersldell\DocumeMs\DURALUMUAPMO 019519-12-13WMO PATIO COVER 11-15-131.dwg, 11127/2013 9:57:11 PM, Tabloid I COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS ./ MIN. NUMBER OF REQ. COLUM ALUM. rBRACKET USE WITH STEEL POST ONLY: -r BRACKET —(2)-#12 , POST TYPE B,C,D, OR E. ; I . _ _ US_E POST TYPE /(9 3-SQ. POST W/ STEELTBRACKET USE WITH j + F, G, H, J OR K' SMS EA POST TYPE B,C,D,E,F,G,H,J OR K. 3"SQ. POST SIDE OF POST OR 3_ SQ. POST ALUM.-MRACKET: I I (3)-5/8"0 BOLTS 1/4" M.B. THROUGH USE -3/8.0 HILTI KWIKBpLTS OR EQUAL 1/2 DEPTH OF i i FOR POST TYPE J & K POST STEEL.'T'BRACKET: FOOING OR ( 12'' MIN. EM D. SEE NOTES BELOW POWERS WEDGE- USE (2)-3/8-0 HILTI KWIK BOLTS OR EQUAL � , ;; ; BOLTS F(2}1/4"0 BOLTS+, OR EQUAL, EACH 2 W EMBEDMENT DEPTH �;; I I I ::� _ (2}1/2"0 FOR ALL OTHER BRACKET TO SLAB. MINIMUM DISTANCE TO FOR KWIK BOLTS) :', ; I 1 I I •: 0 m '• CONDITIONS i EDGE OF SLAB = 4" OR TO CRACK =10" (1 %4 MIN. EMBEDMENT), SLAB SHALL BE IN GOOD CONDITION 31/2" MIN. 7 EXISTING SLAB ALUM. ALLOY 3.00" OR 6063-T6 �� 2.40"— 1.50" INSTALL 1Y2" x 1Y2" x Y' HDG WASHER PLATE AT ANCHORS FOR 130 MPH ALUM "T" BRACKET i 7/16"0 HOI FOR 3/8" A ASTM. GRADE 36 STEEL INSTALL 1Y" x 1Y2" x YB" HDG WASHER PLATE AT ANCHORS .157"• TYP. USE FOR 3" OR 4" STEEL POSTS q 2- 5/16"0 1.375" 75" 1.60" 090" TYP. . Lu (- (1}1/2"OM.B. •� • ' _ M m x9" LONG, 1" �; •'• •• D. m POURED CONCRETE FROM END LU u m FOOTING SEE NOTE OF POST Z_ POURED UARE, SEE FTG. SEE FOOTING SCQHEDULE IN BEAM CONCRETE SCHEDULE QU FOOTING SPAN TABLE IN BEAM SPAN TABLE O 3" SQ. POSTS TO CONC. FOOTING' OIRE POST EMBED. Y , f, NTO I FOOTNG + NOTES: 1. DO NOT USE ALUM. -r BRACKET WITH 3X8 BEAM W/INSERT, MAG BEAM, 4" OR 7• I -BEAMS. 2. POST TYPE E 2"XYa"X5Y2"AT STEEL T BRACKET. 3. POST TYPE F DO NOT USE STEEL 'r BRACKET W/7" I -BEAM. I STEEL "T" BRACKET D UsersldelPDocuments\DURALUMUAPMO 019519-12-13\U1PMO PATIO COVER 11-15-131.dwg, 11/27/2013 10:18:18 PM.11 x 17 2 FLANGES 2 1/8" APART 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 MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS P 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 , WIN 3/16" 3" SO. POST (STL.) OR FLUTED OR 4" SQ. POST (STL.) INSERT - PL.5/8"THK.— 1 1/2" 4 5" 416" INSERT I x 0.188" TASTM A36 STEEL A572 STEEL' WELDED STEEL BASE PLATE Q - BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 7 9" SQ. x 5/8" B, C, D, F, G. H, J, & K FREESTANDING BASE PLATE ANCHOR BASE PLATE I ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9"x9"x 5/8" STEEL PER I.C.C. ESR-1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) 12; 4 5 5 6 5 7. ATTACHED ALTERNATE FTG. 113' ,. 4 5 5 6 6 7 2' X6.5 X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH CUBE SIZE SO.18' DEEP • CUBE FTG. EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 18" 18" SQ. 12"- 5' ' 2 2 2 2- 2 3 - 20" 21- SQ. IT 22" 25" SQ. 16" 6' 2 2 2 3 2 3 24" 28" SQ. 2(r 7' 2* 2 2 3 3 3 26" 32" SO. 23" 28" 35" SQ. 25" 8' 2 3 3 3 3 4 30" 39" sQ. 28" 9' 2 3 3 4 3 4 32" 43" SQ. 30• 10' , 4 3 3 4 4 5 i4- 47' SQ. 32" ' 36" 51' SQ. U. 11' 3 3 4 .4 4 5 38" 55" SQ. 37" •12' 3 4 4 5 4 5 40" • 60" SQ. 39. 42" 64" SQ. 41" 13' 3 4 4 5 5 6 44" 69- SQ. 43- NOTE:1: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS ' CUBE FOOTING W/4• SLAB a ATTACHED ONLY o FOOTING & ANCHOR BOLTS a ? W fA U a p FOOTING SIZE " SINGLE POSTS EMBED. BOLTS y z2 � 27 & 24• CUBED (2)-1/2.0 31W > a w � O2Z, UDaro O Q 251-30'CUBED (4)-1/2.0 31/4' • a�m� ao�® 31' - 34' CUBED (4)-5/8.0 4- ru a W� w w 35" - 39" CUBED (4)�314'0 4 3/4' 40' - 4r CUBED (4)-W4'0 4 3/4' 0, Z zLi m NOTES: BOLTS SHALL BE HILTI KINK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC.. ESR -1917 OR EQUAL 3 ui v a�ac�U, 0 wm f o La U. u .0 0 0 AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES 2. SEE SHEET FOR ALTERNATE LATERAL BRACING ILIJ ,ly SYSTEM FOR ATTACHED COVERS. _ NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED �' LATERAL FORCE RESISTING SYSTEM. (LFRS) FOR ATTACHED COVER AS AN ALTERNATE FOR ATTACHED COVERS, THE ROLL-Fo INSULATED RO( LATERAL BRACING SYSTEM (LFRS) SHOWN BELOW INTERLOCKING SEE MAY BE USED ONLY FOR ATTACHED, SOLID -ROOFED COVERS COLUMN 1 : 3"x3"x0.032' W/ (2) 2"x6.5"x0.042" SIDE PLATES. SEE B AND D COLUMN 2: PER SPAN TABLES MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS 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 T 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 m 3 2"X6.5"X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 2 2 2 3 2 3 T 2 2 2 3 3 3 8' 2 3 3 3 3 4 9' 2 3 3 4 3 4 10, 4 3 3 4 4 5 11' 3 3 ­4 4 4 -5-- 3 4 4 5 4 5 S'2 3 4 4 5 5 6 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. lsersldell\DocumentSIDURALUMUAPMO 01 9519-12-13VAPMO PATIO COVER 11-15-13 2.dwg, 11282013 4:12:18 AM, 11 x 17 #14 SDS #14 SMS @ 32' O.C. MAX Y— (4 MIN. PER PANEL INTERLOCK) Y- --ROLL-FORMED (2) # 14 SDS @ EACH PANEL, PANEL 8• FROM PANEL EDGE • O INSULATED ROOF O ROLL -FORMED PANEL HANGER 2 INTERLOCKING SEAM #14 SMS @ 32' O.C. 4 MIN. PER EACH JOINT ALUMINUM S TOP & BOTT. 0.024' INSULATED ROOF PANEL INTERLOCKING JOINT J Z cr W W Z Z=12 _W� QJQ W K � O R � w I.- U °6 I. Z J Z O W � Q awe tr dU oo U�= U P o z o- w 0 0 LL as o2 o a� Q� N b � N _O � n o� o Z oy Wo z= s 12 yy Z� �o �W Wg oa LL � O LL E o E n � LL U __. 2 0 4 y U ti 2 aZw® ui W }laic c a� o FORM CORE w (L a Ogz U n. e Q�ms a O m ? ru cr Wm zo La mom Z Z w 3 ai oo",a 0 U7 o 0 a� Q W ut ro Users)deIRDowments\D U RALU MUAPMO BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SPLICE DETAILS 11 I Y. SIMPLE SPLICE BEAM TO POST DETAILS 12 BEAM . TO POST DETAILS FULL MOMENT 13 Z a Lu 3' 9" 1 3' 24- 8' A (WOOD.AALU . OR �SORD)) z z (21#10 S.M.S.@ EA w `r #10 S.M.S.. - - VALLEY, TYP. (12) - #14 x 12' S-M.S. EACH SIDE OF 3' F A (BTo7. II #12 S.M.S. TYP. THICKNESS = •03 (24 ror �I sa POST (e mTAL) a_ ALTERNATE 114'0 BOLT W/ WASHER 3 > -- . a �, TYP. THICKNESS = .035' EA SIDE OF 3' SQ. POST Otn F U n d aa) I.- ALUM. ALLOY 3004+0( d w o 2 ALUM. ALLOY 3004-H36 w mw o __— KU OR 6063-T5 FOR EXTRUDED OR 6063 TS FOR EXTRUDED - ----_ I O 1.1D' a. 00 NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I •7 U z o IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I + t I I z SPLICES - ROLLFORMED $EXTRUDED FASCIAS I NOTCHI-BEAMFuwGE -- 3'SQ.POST ° 2.3s I -BEAM ALUM ALLOY AS NEEDED TO CLEAR w NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12- SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. (606146) ALTERNATE I I SO. POST,CONNECT WEB o 3" ( STL. C-BEAM TO POST W/ (2)- 5W 0 O TOTAL= (8}1/2-0 BOLTS THRU-BOLTS @ 4- I -BEAM, d�N4 x 12' S.ALS EACH SIDE OF 3• ' So. POST AND (3) - 5/8- 0 THRU BOLTS So. POST /&TOTAL ` - @,T I -BEAMS ALTERNATE 1/4'0 �T W/ WASHER 1-�" EA SIDE OF 3• SO. POST iT—G O OILL a a frG�UTTER FASCIA SPLICE CURSE , 4" 2.00' _" + > OR 240' 3' SQ. POST i M/lG BEAM c�l OCCURS - L3'SO.STL.BEAM n c • .070' o� IYP. ° ° H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER 15 z ON �* NOTE: THIS DETAIL IS -LIMITED TO 10, 20 8130 psf W ALUM. ALLOY ROOF LIVE AND SNOW LOADS sos3 Ts 16, r 3" SOp STEEL ORM, J = 4" I -BEAM .. ,.�,. MAG BEAM. MOMENTCSPLICE "L' 'FASTENERS 1'-0" 4 - #14 SDS W 03 g NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. I - 4- --{ 2'-0" 6 - #14 SDS STENER TO FASCIA w w -e 0 - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE 3'-0" 12 - #14 SDS FF. FASTENER SPACING = 3/4' rlrrrl 1NA1 1 AT Ilitf — 1.— 0 z IL ~ C3 Omw 0 7 Z F - O #14 x 1/2' S.M.S. TOP AT OVERHANG w c0i (6W4 SDS @ EA. SIDE & BOTT. (2)-TOT. m SPLICE WHERE TOP & BOTT. TOT.=24 OCCURS 4.5" - - lo:lq 11' E TYP. , �• ROOF PANEL o (i FASTENER 0 GROUP.. O O - ROLLFORMED OR o m m " ` '� EXTRUDED GUTTER (0 v C T " ALUM. BRACKETX U- O 3 X 3" ALUM. OR #14 S.M.S. @12"O.C. 2 c. i A. �6063--T6 M. ALLOY 1s- r -� STEEL POST FASCIA 5 6 1/2'x2'x024 2' 1- 'L' SEE TABLE F 7" I-BEA~ M RAFTv, V a = MOMENT CSPLICE "U" BRACKET - RAFTER TO BEAM ER o 1 %2" SQ. OR 2" LATTICE TUBE 2"x3" LATTICE TUBE P2 LATTICE TUBE TO RAFTER 16 ^ W �' - U .BRACKET - RAFTER TO BEAM 17 0 � ZC. 3.125' FOR 3 x RAFTER O < 2.125" FOR 2 x RAFTER ¢ r ALUM. ALLOY 3105+125 ` `- 1 — f '� 1 1/2" SQ., 2" SQ., i ALUM. ALLOY 3105-H25 , �/ OR 2 k3' LATTICE t j #8 x 2'SMS; 2 1/2" @ 3 O.C. MIN, 1 1/2" t = .040" @ 606346 0 p .JO" 1,50« OR 3'1/2', TYP. UP TO s"O.C. MAX. r w e_a .28" 2" 2« 28" n /— z o —L 3 2�� E '� ----- + mac 1 r y z�Wc k , — (6),, #14x %' TEK SCREWS 3 " . i_ i BRACKET TO RAFTER CI o rn C 018" k 018" '� ' �1/2' MIN. 4a a cal R RAFTER O O �r R �t IL O _ (6) - #14x %- SCREWS 750• a � BRACKET TO BEAM = 019519 12-13MAPMO PATIO COVER 11-15-131.dwg, I lt27/201310:3137 PM, 11 x 17 ATTACHED & FREESTANDING SOLID COVERS 10# LIVE LOAD-110,120,130 MPH - EXP. B & C SPICE WHERE OCCURS 0.075' 3.0 TYRL_3.0' A MAG BEAM ALUM. ALLOY 6063-T6 0.375 ICE T�.1z5• WHOM M. OCCURS ALLOY 606}Ts 6.656' 7 0.110' III TYR' F 7" 1-BEAM ALUM. ALLOY 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6W3-T6 H W/ 2 "C", INSERTS ALUM. ALLOY .6063-T6 BEAM TYPES 10, 20, 25, 30, 40 & 50 # L.L. OLFORM B LIM ALLOY 6063-T6 SPLICE WHERE g�4"I-BEAM ALUM. ALLOY W63-T6 6.5" 0.032" TYP. F-20 --2.11r- I DBL.2"x6.5"x0.032" ALUM. ALLOY 3004-1-136 OR EQUAL NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT.10 FOR ATTACHED COVERS D 4.5" MAG GUTTER ALUM. ALLOY 6063-T6 ��4 a 8.0' 0.042" TYR I••�3.0'--�i J 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL 5" 3"x8"x0.042" BEAM L W/ 14 GA. STL. INSERT ASTM GRADE 50 3"x8"x0.042" BEAM M W/ 12 GA. STL. INSERT - _ ASTM GRADE 50 * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. 21 ---1 1.00' I�- 0.14" R� TYR 3.0' 028' TYP. I TYP. I E 3" SQ. STEEL BEAM ASTM A653 GRADE 40 K DBL. 3"x8"x0.042" BEAM . ALUM. ALLOY 3004-H36 OR EQUAL -T-12 OR 14 GA. ASTM GRAOE50 .04T TYP. DBL. 3"x8"x0.042" BEAM N W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-1-136 OR EQUAL DBL. 3"x8"x0.042" BEAM W/ DBL. 12 GA. STL. INSERT ALUM. ALLOY 3004-1-136 OR EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. A 6.5" ROLLFORM ALUM. ALLOY 6063-T6 ATTACHED SOLID I FREESTANDING SOLID x MAX.COL. o MAX.POST FTG. MIN. MAX -POST SPACING FTG MIN.m j o_ = SPACING SPACING (I"') (I"') TYPE R 3 ON SPOST LAB * a (SPAN) TYPE (SPAN) 13'-7" 5' 11'-8" 18 B 11'-8" 27 G 5. 11'-8" 20 11'-2" 29 11'-4" 61 10'-8' 18 B 10'$" 27 G 6, 10'-8" 21 10'-3" 28 91$n 7' 9'-10" 19 B 9'-10" 27 G 7, 9'-10" 21 9'-6" 28 1 „ 8 -6 1 8 9'-3" 19 B 9'-3' 27 G 1 8 9'-3" 22 8'-10" 27 Jn 7-7" , 9 8'-9" 20 B 8'-9" 28 G 9/ J 8'-9" 22 8'-6" 27 1 w -9 1 10 8'-4" 20 B 8'-4" 28 G , 10 C6 8'-4" 22 s'-o" 2s " r 6'-2" 11' s' 20 B 8'-0" 28 G 11' 8'-0" 23 7'-8" 29 a 5 $ 12 7'-7" 21 C T 7" 29 G , 12 7'-7" 23 7'-4" 29 H ^_^ N r 1 J J CD r ^2 CL 2 M r 1 J J O r } ATTACHED SOLID FREESTANDING SOLID } N MAX.COL. a D 9= MAX -POST FTG. MIN. X. MAPOST SPACING FTG. MIN. SPACING 3 SPACING (IN') POST (IN.) PTY�PEE � �' ON SLAB * i ( SPAN) TYPE (SPAN) F 1 n 13 -7 5 B 11'-8" 2 9 G 5 11'-0" 21 10'-9" 30 H w-o11 1 n -4 1 6 10'-8" 19 B G , 6 10'-6" 22 K WA ` 9'-8" 7� 9'-10" 20 B F10'-p8*N28 G 7, 9'-8" 22 U.mn19'-3" 8 -6 8 20 B G. 8. 9'"23 8'-T 7'-7" 9' 8'-9' 21 B 8'=9" I w 28 G 9 8 -7 23 0-1 29 3 I n 6 -9 1 10 8'�" 21 B 8'�" 28 G 1 10 m E 8'-2" 24 7'-8" 30 m g o / w 6 -2 11 8'-0" 21 B 8'-0" 29 G 11 7'-9" 24 7'-4" 30 H -y a z W m - 5 -8,. 12 7' -7` 21 C 7'-7" 29 G 12 7'-6" 24 7'-1" 31 H m,6 , 1 "-v i=N co W-¢ o i C x ATTACHED SOLID FREESTANDING SOLID x MAX.POST FTG. MIN. MAX.POST SPACING FTG MIN. MAX COL. j rj p p ; e SPACING SPACING ( (IN') POST TYPE (SPAN) (IN') POST TYPE R a Nm ON SLAB 11 r- r a 0 m 1. n 13 -7 5 , 11'-8" 20 B 1 V-4" 30 H 5 1 W 11'-0" 22 10'-3" 31 I w „ a 11-4 6 101-8" 20 B 10'-6" 30 G 6 .10'-1" 23 9'-6" 31 H W N W .- m b oz o I w 9 -8 1 7 21 B 9'•$ 29 G 1 7 9'-4" 23 8'-9" 30 .H Z w W 3lii v: D o w cr 8,-6n 81 9'-3" 21 B 9'-1" 29 G 8' 8'-9" 24. 8'-2" 30 l a 7--7- 9 8'-9" 22 B 8'-T 28 G 1 9 8'-3" 24 7'-9" 30 H $ U. O n 6 -9 / 10 8'-4" 22 B 8'-2" 29 G , 10 7'-10" 25 T-4' 31 H 0 1•, 6'-2" 111 8'-0" 23 B T-9" T-6" 25 C T-1" 51-8" 12'[7--77-_�" 23a c T -0 a_a" Jsers%de111Documems\DURALUMUAPMO 019519-12-13UAPMO PATIO COVER 11-15-131.dwg. 11/2712013 10.3423 PM. 11 x 1 ATTACHED & FREESTANDING SOLID COVERS - 50# LIVE LOAD - 110,120,130 MPH - EXP. B & C K DBL. 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H3 OR EQUAL 3"kWx0.042" BEAM W/ 14 GA. STL. INSERT L ASTM GRADE 50 3"x8"x0.042" BEAM �1 W/ 12 GA. STL. INSERT Iwo ASTM GRADE 50 DBL. 3"x8"x0.042" BEAM W/ DBL. 14 GA. STL. INSERT r ALUM. ALLOY 3004 H3 OR EQUAL DBL. 3"x8"x0.042" BEAM GA. STL. INSERT @�UKLA�LOY o W w ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID "ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID 3004 H3 OR EQUAL Z cj z z S FREESTANDING SOLID MAX.COL SPACING n o m 3 MAXPOST SPACING FTG (UV.) MIN. POST MAX.POST SPACING FrG (OV.) MIN. POST MAXPOST SPACING FTG MIN. POST MAX -POST SPACING FTG. MIN. POST MAX.POST SPACING FTG MIN. MAX.POST �G' MIN. MAX.POST �G' MIN. MAX POST �G' MIN. MAX.POST �G' MIN. MAXPOST MIN. ~ o w ON SLAB: w (SPAN) TYPE (SPAN) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE ( IN.) POST SPACING (IN.) POST SPACING (IN') POST SPACING- (IN') POST SPACING POST SPACING' ptJST _� m ^ �l (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) (IN') TYPE (SPAN) (w') TYPE v0 W 13'-7" 5' 11'-3" 11'-3" 18 20 E 12'-0" 12'-0" 35 35 J 10'-9" 17 E 11'-G• 35 J 11'-9" 18 E 12'-6" 35 J 15'-1" 19 ¢ N a 16'-1• 38 16'-0' 20 17'-T 39 10'-9" 19 11'-6" 35 11'-9" 20 12'-0" 35 15'-1" 22 E 16'-1" 38 J 16'-6" 22 E 17'-T 39 K 5' a 11,�" 6. 10' 10'-6" 120 E 11'-0 V� 0" 336 J 10'-0"0'-0" 120 E 10'�i"0'-0. 335 J 11'-0"1'-0" 121 E 11'-6"1'-6" 336 J 14'-14,-1" 222 14'-84�$• 3 15' 223 16'-1; 440 o r E 39 K 15'-4' E 6.-1" K s� a co 9'-8" T 9'� 9'-3" 121 E 9'-19'-10' 336 J 9'-4"9'-4" 121 E 9'-8"g.-0. 336 J 10'-3" 19 E 10'-T 37 J 13'-2' 21 E 13'-T 40 14'-4' 21 }4'-1 Z $ 41 10'-3" 21 10'-7" 37 13'-2" 23 13'-7" 40 K 14 -4' 24 E 14'-10" 41 K 7, s 8'-6° 8' 8'-3' 8'-3" 19 21 E 8'-8" 8'-8' 36 36 `� 8'-10" 8'-10 19 21 E 9'-1" 37 `� 9'-8' 19 E 10'-0" 38 J 12'-6" 21 E 12'-9" 40 13'-T 22 14'-0" 41 z ° :5 ,1 J 9'-1' 37 9'-8" 22 10'-0" 38 12'-6" 24 12'-9" 40 K 13'-7" 24 E 14'-0" 41 K 8 W J 7•_7" g• T-6 7' 6" 121 E 7'-9 T-9" `� 8,-0"g•-6^ 122 E 8�-7"8,-T 337 •� 9,-2" 222 E 9,�• 338 K 11'-9' 22 E 1 T 1' 41 K 12'-1 22 13'-2" 42 6'-96'_9" 121 7�-07,-0" .337 336 9•-2" 9'�" , " 11-9 24 12'-1" 41 12'-10" 25 E 13 -2 " 42 K 99 0 $ 6'-9" 101 E J 8�-1"8.-1" 222 E 8'-2"8,-2" 338 •� 8'-9"8'-9" 223 E 8'-18'-10" 339 K 11' 225 E 11'-s;.-6" 442 K 12'-12.-3' 225 12'-s 443 CD 6'-0" 19 6'-4" 37 7'-8" 20 11'-3" E 2'-0" K 10' 6-2 ill 11' s'-3• 21 E s'�• 37 J T-8" 23 E 7'-9' 7'-s" 38 38 K 8'-4" 8'-4" 21 23 E 8'-6" 39 K 10'-9" 25 E 10'-1 42 K 11'-9• 23 E 12'-0" 43 x S'-9• 19 5'-10" 37 7'-4' 20 • 8'-s• 39 10 -9" 25 10'-10" 42 11'-9 " 26 12'-0" 43 K 11 a 5'-8" 12' 5'-9" 21 E 5'-10' 37 J 7'-4" 23 E T�r3 K 8'-1 8'-1" 21 24 E 8'-2" 40 K 10'-4" 23 E 10'-6" 43 K 11'-3" 23 F 11'-6" 44 a o 8'-2" 40 10' 4" 26 10'-6" 43 11'-3" 26 11' 6" 44 K 12 °o o° J z >; J } ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAXCOL D O m — MAX•POST SPACING FfG (IN') MIN. POST MAXPOST SpAGNG FTG MIN.PMA)CPOST POST FTG MIN. POST MAX.POST SPACING FfG MIN. POST MAX.POST SPACING FfG MIN. MAX.POST FTG' MIN. MAX.POST �G' MIN. MAX.POST �G' MIN. MAX.POST MIN. MAX.POST �}� ta- N o ON SSPALINGAB * (SPAN) TYPE (SPAN) (IN') TYPE(IN.) TYPE (SPAN) (IN.)TYPE (IN.)TYPE POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING FTG. POST SPACING �G' POST m o ^ (SPAN) (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE a R" 13 -7 5 11'-3" 11'�" 18 21 E 12' 1 1 r-0" 35 35 J 18 21 E 11'-6"1'-6" 335 J 11'-9"1'-9" 121 E12' 6 335 J 15'-15.-1" 223 E 16'-16,-1" 338 16'-ss,-0" 224 17'- 339 10'-6" 19 11'-0" 36 2'-G" . E �7,-7" K 5 � N 11'-4" 6' 10'-6" 22 E 11'-0" 36 J 10'-0' 10'-0" 19 21 E 10'-s" 10'-6" 35 35 J 11'-0" 11'-0" 19 22 E 11'-0' 36 J 14'-1" 21 E 14'-s' 39 K 15'�" 22 E 16'-1" 40 Woo a 9'-0" 19 9'-10" 36 9'-4" 19 11'-s" 36 14'-1' 24 14'-8" 39 15'-4" 25 16'-1" 40 K 6 F 9'-3' 22 E 9'-10' 36 J 9'�" 22 E 9'-8" 9'-8" 36 36 J 10'- 10'-3" 223 E 10'- 0.-7" 337 J 13'- � 225 E 13' 4 K 14' 225 E 14' 441 K a ui 8'-6" 8' 8'-3" 19 E 8'-8" 36 8'-10" 20 9'-1" 37 9'-8" 20 10'-0" 38 3.-2' 3.-T 40 14'�" 14'p 10" 7' LL 8%3" 22 8'-8" 36 `� 8'-10 23 E 9'-1" 37 `� 9%8" 23 E 10'-0" 38 J 12'-6" 22 E 12'-9" 40 K 13'-T 23 E 14'-0" 41 K , 8 9' T-6' 19 7'-9" 37 8'-6" 20 8'-7" 12' s" 25 12'-9" 40 13'-T 26 14'-0" 41 J 7'-7" 7' 6" 22 E 7'-9" 37 `� 8'-s" 23 E 8'-7" 37 37 `� 9'-2" 9'-2" 21 24 E 9'�" 338 K 11'-9" 23 E 12'-1" 41 L. K 12'-1 " 23 E 13'-2" 9' 6-9 " 10 6'-9' 19 E 7'-0" 36 J 8'-1" 21 8'-2" 38 8'-9" 21 9'-4" 8'-10" 39 11'-9" 26 12'-1" 12'-10" 27 13'-2" K E C 6'-9" 22 7'-0" 36 8'-1" 24 E 8'-2" 38 `� 8'-9" 24 E 8'-10" 39 K 11'-3" 23 E 11' 6" 42 K 12'-3• 24 E 12'-6" P43 K „ E L0 6'-2" 11' 6'-3' 20 E 6'�' 37 J T-8' 21 7'-9" 38 8'-4" 22 11'-3" 26 11'-6" 42 12'-3" 27 12' -- 10 } 22 6'4" 37 T-8" 24 E 7'-9" 38 K 8'-4• 25 E 39 K 10'-9" 23 E 10'-1 42 K 11'-9' 24 E 12'-0' K 1110'-9" cns'-3• 5'-8" 12' S'-9" 20 E 5'-10" 37 J T-4" 21 7' 6" 39 :8._l" 22 P8'-6- 39 40 27 10'-10" 42 11'-9" 28 12'-0" o m • 22 5'-10" 37 7'-4" 24 E 7'-0" 39 K8'-1" 25 E 40 10'-4" K 24 E 10'-0" 43 11'-3' K 24 F 11'-0• 44 K Q z5'-9 10'�" 27 10'-0" 43 11'-3' 28 11' s" 44 12 < N Lu 23 _ a ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED ACHED SOLID FREESTANDING SOLID UJ IL > a o = MAX.COL. SPACING j O MAXPOST SPACING FfG IN') MIN. POST MA POST SPACING F G MIN. POST MAX.POST SPACING FT G MIN. POST MAX.POST SPACING �G' MIN. MAX.POST �G' MIN. MAXPOST F fG' MIN. MAXPOST �C'' PACING FTG. MIN- ST Q= o�z,- V 7 a ON SLAB F (SPAN) ( TYPE (SPAN) (IN) TYPE (SPAN) (INS TYPE (SPAN) (IW.) POST TYPE SPACING (IN') POST SPACING (IN.) POST SPACING (IN.) POST SM ppIST gp G FTG• r SPACING PTG' p T m 0 �' O ^ I..� (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE < o N P 13 -7 " 5 11'-3" 11'-3" 19 22 12'-0" E 11'-9" 35 10'-9" J 19 E 11'-6" 35 11'-9" J 20 12'-6"2'-3" E 335 15'-15,-1" 224 t aom 16'-15,_9• 3 16'-66�-0" 225 17'-717,-3" 339 35 10'-9" 22 11'-3" 34 11'-9" 23 J E 38 J E K 5' ", 11'-4" 6' 10'-6' 20 11'-0" E 36 10'-0" J 20 10'-6" E 35 11'-O 20 11'-6" 36 14'-1" 22 14'-8'� M 10'-0" 23 10'-9" 36 10'-0" • 23 10'-3' 35 J 11'-0" 23 E 11'-3" 36 J 14'-1" 25 E 39 15'-4" K 23 E 16'-1" 40 K 6, z' !� 9'-8" 7, 9'-3" 20 E 9" 0" 36 J 9'-4" 20 E 9'-8" 36 10'-3• 21 10'-7" 37 13'-2" 23 14 6" 39 15'-4' 26 15'-9" 40 w 0 W ., o 9'-3" 23 9'-7" 36 9'-4" 23 9'-7" 36 J 10'-3" 24 E 10'-6" 37 J 13'-T E 40 14'�l" K 24 E 14'-1 41 K 7 m � w 8'$" 8' 8'-3" 21 E 8'-8" 36 8'-10" 21 9'-1" 37 9'-8" 22 10'-0" 38 13'-2" 26 IT-4- 39 14'-4" 27 14'-8" 40 z v. 3 8'-3' 23 8'�" 36 `, 8'-10 24 E 9'-0• 37 J 9'-8" 25 E 9'-9" 38 12'-6" J 24 12'-9" E 40 13'-T K 24 E 14'-0" 41 K 8, ~ ¢ y ¢o J T-7" 9' 7'-6" 21 E T-9" 37 J 8'-0" 22 E 8'-T 37 9'-2" 22 9'-4" 338 11'-9" 12'-6" 27 24 12'-7" 40 13'-T 28 13'-8" 41 ...I 7' 6" 24 7'-6" 36 8'-6" 25 8'-6" 37 J 9'-2" 25 E g._3" K �_ " E 12'-1"� 41 K 12'-1 25 13'-2" E 42 K 9' $ 6'-9" 10, 6'-96�_9" 224 E 7'-06._9• 336 J 8-1- 22 225 E 8'-2"8,-1" 338 8'-9" 226 8'-10" 39 11'-3" 11 9 27 24 11-10 " 41 12'-10' 28 13'-0" 42 o J 8.-9" E 8'-9" 39 K 11'-3" E 11'-6" 42 K 12',3" 25 12'-6" E 43 K 10 o 6'-2" 11' 6'-36�_3. 224 E 6,� 6'-2" 336 J T-8"7,-8" 226 7�-9"7�-0" 338 8��^ 226 g•-0. 339 28 11'-3" 41 12'-3• 29 12'-3" 42 0 E K 8��" E 8��" K 10'-9" 25 E 10'-1 42 K 11'-9" 26 12'-0" E 43 La 5'-8" 12' 5'-9" 21 E 5'-10" 37 J 7'-' " 23 7'-6" 39 8'-1 " 23 8 " 40 10%9" 28 10'-9" 42 11'-9" 29 11'-9" 43 ��j 11 5_9• 5' 8 " 36 7-4" 26 E T-4" 39. K 8'-1" 27 E -2 8'-1" 10'-4" K 25 10'-0" E 43 11'-3" K 26 11'-6" F 44 °S )sers\de111Documents\DURALUMIIAPM0019514L ��� s 40 10'�" 29 10'-3' 42 11'�' 30 11'-3" 43 K 12' 1.00' 0.14" R—/ TYR o.Ogr TYR D 3' SQ. STEEL BEAM ASTM A6W GRADE 40 BEAM TYPES 0.03Z' 6.5' 1'YP. 1 �2.0•�f�—MAX—�#�2.0'-�i G DBL.2'ALUM. ALLOYx6.5"x0.032" W04-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. - NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED COVERS 6.0" 0.042' TYP. F _3.0'---� Fi 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL Ei 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT J ASTM GRADE 50 14 GA_ ASTM GRADE 50 .oar TYR DBL. 3"x8"x0.042" BEAM L _AL14 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL EL 2 O 1 J J O r ATTACHED & FREESTANDING LATTICE COVERS - 10# LIVE LOAD -110, 120,130 MPH - EXP. B & C 3" SQ. STEEL BEAM D DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM UH ALUM. ALLOY W04-H36 G ALM. ALLOY 3004-H36 ASTM A653 GRADE 40 OR EQUAL OR EQUAL ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID �CINGT I ' SPAC FTG' MAX.POST SPACING MAX.POST SPACING FTG. MAX.POST SPACING MAXPOST SPACING FTG MAX.CNG m O m o (SPAN) (IN.) POIST TYPE SPACING (SPAN) (IN.) POISTOR TYPE BL rxs FBEAM (IN) OST TYPE OR 3w FBEAM (IN) POST TYPE }' ON SSPACLAB *ix 5'x0.032' 2k6 Su00g� 13'-7" 5' T- 15 B 7'-3" 226 F 13'-213'-2" 13'$3'-8" B 19 13'-213.-2" 13' 230 G 5, 7,-3" 5 T-3" 1 13'$" H n 11-4 6 6'-10" 16 B 6'-10" 24 F 12' 1" 12'-0" B 19 12'-1" 12'-6" 28 G , 6 6'-10" 16 6'-10" 26 12'-1" 2'-0" 21 12'-1 12'-0" 3o 9'$n 7' 6'-6" 166 B 6'-6" 226 F 11'-211'-2" 11'-11'-T B 222 11-211,-2w 11'- 229 G 7' 6'-6" 6'-6" 11'-T 8'-60 8' 6'-3" 17 17 B 6'-3" 227 F 10' 6; 10" 0" B 222 10,-010'-6" 10' 229 G 8' 6'-3" 0'� 10" 10 10" n 7 -7 9 6'-0" w 17 B 6'-0" 26 F 9'-10" 10'-2" C 21 9'-10" 10'-2" 29 G , 9 6 -0 17 6'-0" 27 G 9'-10 0'-2" 23 9'-10 10'-2" 29 6'-9" 10' 5* 9" 18 B 5'-9" 26 F 9'-4" 9'-2" " G+ 21 9'�" " 9'-2" 29 G 10' 5'-9" 18 5'-9" 28 G 9'-4" 9'-2 23 .9 -4 9'-2" 29 6'-2" 11' G w '�C g9-Ow S, 2 � " 25'8" G 11' -18 8B S-4w 9' -0"23 8,4w29 5'-8" 12' 5'-6" 18 B 5'-6" 229 G 8'-T 7' C 223 8'-T T-8"7,$w 229 G 12' 5'-6" 8 5'-6" 8'-7w T-8" 8'-7w SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLIMAX FATTACHED OST FTG. MIN. MAX.POST SPACING �GMIN. -POST SP C NG SPACINGPOSTT FTG. MIN. MAX POST SPACING MAX.POST SPACING �G MIN. COL. j jpim ING (IN') POST (IN.) FOR (IN) POST FOR 3W (IN) POSTSPAON SCINGLAB * N) TYPE (SPAN) TYPE 2'xe 5R'x0.0 2, BEAM TYPE 29 8 s OBE BEAM TYPE 07 n 13 -7 5 7'-3" 15 B 7'-3" 26 F 13'-2" 13'�" B 19 13'-2" 13'$" 29 G , 5 7'-3" 15 7'-3" 27 G 13'-2" 13'-8" 21 13'-2" 13� g• 29 11'-4" 6� 6' 10" 16 B 6'-10" 25 F 12' 1" 12'-6" B 20 12'-1" 12'-0" 29 G 6, > o s Q ° W z ra. 6'-10" 16 6'-10" 27 12'-1" 12'-6" 22 12'-1" 12'-0" 29 °UFv. n 9'-8- 7 6' 6* 16 B 6'-6" 25 F 11'-2" 1 V-7" C 20 11'-2' 11'-T 30 G 7 " w ` m 6'-6" 16 6'-6" 27 11'-2" 11'-7" 22 11'-2" 11'J" 30 g U. 8'-6n 8, 6'-3" 1 B 6'-3" 26 F 10,-010' 0' C' 223 10,-01.0'-6" 0,10 3 G 8' 6'-3" 7 6,-3" 28 G 6 10'� 10 10" 30 T-7" 9' 6'-0" 1 ; B 6'-0" 27 G 9'-109'-10 10� C' 223 9'-109'-10 10�-210,-2" 3 G 9' 6'-0" 7 6'-0" 9 10'-2" 31 E 6'-9" 10' 5'-9" 18 B 5'-9" 2 G 9'-4" 9'-29'-2" C 224 9'-4" 9'-2- 3 31 G 10, 5'-9" 8 5'-9" 30 g•�" 9'-4" 31 m m 6'-2" 11' 18 B 5'-8" 29 G 9'-0" 8'-4" E 22 9'-0" 8'-0" 31 G 11' o o S��• 18 5'-8" 30. _ _-H 9:-0" 8'-4"- _ 24 _ 9'-0' _ g' 4' _ . 31 -- n 5 -8 12 5'-6" 18 B 5'-6" 29 G 8'-T 7'-8" E 2 8'-T 7'-8" 32 G 12 a 5'-6" 18 5'-6" 31 H 8'-T 7'-8" 24 8'-T 7'-8" 32 1ri g o .X ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID UJ (L 0 z MAX•POST FTGING. MIN. MAX.POST FTG MIN. MAX.POST SPACING MAX.POST SPACING FTG. MIN. MAX.POST SPACING MAX.POST SPACING FTG. MIN MAX.COL. o_ F o_ U n O INGLAB (IN.) SPACING (IN.) DBL CBE - (IN.) TYPE F R 3" S" (IN.) POST ON SSPAC * (SSPACAN) TYPE (SPPOST AN) TYPE 2'x6 2�FORRxDBL TYPE 13'-7" 55' 7'-3" 15 15 B 7,-3w 27 F 13'-213,-2" 13'-13'-8" B 222 13'-213,-2" 13'- 330 H 5' � T-3" 7'-3" 9 G• 13*-0" aN 6' 6'-10" 16 B 6' 10" 27 F 12'-1" 12'-0" C 21 12'-1" 12'-6" 31 H 6, W „ 6'-10" 16 6'-10" 28 G 12'-1" 12'-6" 23 12'-1" 12'-6" 31 ui z r n 9--8" 7 6* 6" 16 B 6' 6- 27 F 11'-2" 11'-T C 22 11'-2" 11'-7" 31 7 m > Z'r_ 6'-6" 16 6'-6" 28 G 11'-2" 11'-7" 23 11'-2" 31 3 W n 8 -6 8 6'-3" 17 B 6'-3" 28 G 10'-6" 0'-1 C+ 22 10'-6" 0'-1 32 8' a "U., o o v, z .. . 6'-3" 17 6'-3" 29 10'-s 10'-10" 24 10'-0 10'-10" 32 T-7" 9' 6'-9n 1 10' 6'-2" 1 11' ff 5'-8" 112' S'-6" 17 B 6'-0" 2 30 G 9'-109'-10 10, E 224 9'-109'-10 10'-210'-2" 333 9' 6'-0" H 10'-2" `� cn 18 B 5'-9" 29 G )'-4" 9'-2" E 23 9'13" 9'-2" 33 J 10 o 18 . 5'-9" 31 H 9'�" 9'-2" 25 7-4" 9'-2" 33 18 B 5'-B" 30 H 9'-0"18'-7" 8'-4" E 23 9'-0" 8'-4" 33 11, w 18 5'-8" 32 I 8'-4" 25 9'-0" 8'-4" 33 `� i 18 C 5" 31 H 8'-T 7,-87'-8" E 225 8'-7w 7'-8" 34 12' m 8 5.-6" 33 J 8'-T 7'-B" 34 .� IsersldeiN)oamentsOURALUMUAPMO 019519.12-13UAPMO PATIO COVER 11-15-13 2AMg, 11/2M131:41 :30 AM, 11 x r- ATTACHED & FREESTANDING LATTICE COVERS --10# LIVE LOAD - 110, 120 130 MPH - EXP. B & C 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM 1 DBL. 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H3 OR EQUAL W/ 14 GA. STL. INSERT �ASTM GRADE 50 �� W/ DBL. 14 GA. STL. INSERT n ALUM. ALLOY 3004-H3 o W _ OR EQUAL zLU } , ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ti LU J F MAX.COL SPACING o R MAKPOST SPACING FTG MIN. POST MAX.POST FTG MIN. MAX.POST FTG. MIN. MAX.POST FTG MIN. SPACING MAX.POST FTG MIN. MAX.POST FTG MIN. D g FW cl ON SLAB # (SPAN) (IN) TYPE (PCMINI, (INS IPY�PE (S AIN (IN) IPY�PE POST (SPAN) (IN') TYPE SPACING POST SPACING POST (SPAN) (IN') TYPE (IN') m — 3 Q G ^ LCCL (SPAN) TYPE � a 13'-7" 5' 19'-3" 19'-3" 21 C 19'-3" 9'$" 31 H 18'-4" 21 C 18'-4" 31 H 25'-1 23 25'-1 " 34 E , N Q G 21 33 J 18'-4" 21 18'-4" 33 J 5'-10" 23 25'-10" 36 J 5 `- ? �11 " 6 17'-T 1 T-T 22 C 1 T-T T-T 31 H 16'-9" 21 C' 16'-9' 30 H ' 23'-8' 2 23'$" 33 E w o 22 33 J 16'-9" 21 16'-9" . 32' I ... 23'$° 24 23'$' 35 `� 6 a ra r 9'_8" 7. 16'-3" 16'-3" 22 C 16'-3" 6'-3" 30 H 15'-T 22 C' 15'-T 30 H 22'-0" 24 22'-0" 33 E Z = 22 32 I 15'-T 22 15'-7" 32 I 22'-0" 24 22'-0" 35 J 7' 8'-6" 8' 15'-3" 15'-3" 23 E 15'$" 15'-3" 31 H 14% 22 E 14'-T 31 H 20'-7' 25 20'-7" 34 E ° J 23 31 I 14'- 22 14'- 31 20'-T 25 20'-T 3a J 8 W 7'-T 9' 73 E 14'-0 4'4" 332 13'-jy_9" 223 E 13'-9'3'-9" 31 H 225 E 19'-4 34 g. o _I ,19�4" 9��" J �$ 6'-9" 10' AIT-124 E 13'$ 8'_8" 332 I 13'-113.-1" 223 E 13'- 13%1" 332 1 18'� 226 E 18'-4 8'-4" 335 J 8'-4" 10' TO 6%2" 11, E 13'-1" 3'-1" 32 J 12'-6" 24 E 12'$" 32 ( 17'-7" 26 17'-T 35 E 32 12' 6" 24 12'-6" 32 17'-T 26 17'-7" 35 J 11'IL 5'-8" 12' 12'-6 2'-6" 224 E 12-6 2'-6" 333 J 12'-0" 24 E 12'-0" 32 J 16'-9" 27 16'-9" 35 12'-0" 24 12'-0" 32 E 16'-9" 27 16'-9" 35 J 12 0 Isers1de111Documents\DURALUMVAPMO 01951412-13UAPMO PATIO COVER 11-15.13 2.dwg, 11/28/2013 1:43:14 AM, 11 x 17 " o O O J a: . ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID SOLID } Z MAX.POST SPACING F fG MIN. POST MAX.POST FTG MIN• MAX.POST FTG MIN. MAX POST F fG MIN. MAX.POST FTG MIN..POST FTG MIN. MAX COL. j o fD Dpo SPACING (SPAN) (IN') TYPE (SAC�IVN) (INS SPACING (INS POST SPACING (IN) POST SPACING (INS POSTCING FFREESTAPDING POST.ON SLAB * 1P10PE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPEAN) ( IN) TYPE I13'-7" 5' 9'-3" 21 C 19'-3" 33 18'-4" 21 18W 33 25'-1 23 21 9'-3" 35 J 18'4" 21 C' 18'-4" 35 j 5'-10" 23 E 25'-10" 38 K 5 > o o a 6' 17'-7" - 17 3" 22 C+ 17'-7" 7'-7" 32 1 16'-9" 21 C' 16'-9" 32 I 23'$" 24 E 23'$" 35 , N 21 34 J 16'-9" 21 16'-9" 34 J 23'-W 24 23'-8" 37 J 6 8 In U.1 a w a a 9'-8" 7� 16'-3" 16'-0" 22 E 16'-3" 6'-3" 32 I 15'-T 22 C 15'-T 31 H 22'-0" 24 E 22'-0" 34 22 34 J 15'-7" 22 15'-7" 33 J 22'-0" 24 22'-0" 36 J 7' s LL m 8'-6" 8' 15'-3" 15'-0" 23 23 E 16-3" 15'-3" 31 H 14'-T 22 E 14'-T 31 H 20'-T 25 E 20'-7" 34 , J 33 J 14'- 22 14'-7 33 J 20'-T 25 20'-7" 36 J 8 7'-7" 9' 14'-4" 14'-1" 23 E 14'-4" 4'-4" 32 1 13'-9" 23 E 13'-9" 31 H 19'-4" 25 E 19'�" 34 9 23 33 J 13'-9" 23 13'-9" 32 I 19'-4" 25 19'4" '35,J O °° E 6'-9" 10' 3'-63' 4" 223 E 13'$" 3'-8" 32 13'-1" 23 E 13'-1" 32 18'�" 26 E 18'-4" 35 32 13'-1" 23 13'-1" 32 18'�l" 26 18'-4" 35 J 10' m 6'-2" 11' 3'-1" 12'-9" [12 24 E 13'-1" 3'-1" 32 J 12'-6" 24 E 12'-6" 32 I 1T-T 26 E 17'-7" 35 r' v 24 32 12'-6" 24 12'-s" 32 1T-7" 26 17'-7" 35 J 11 o ¢ z w1 rJ•_8" 12' ' 6"�,2E 12'$" " 2'-6 33 J 12'-0" 24 E 12'-0" 32 16'-9" 27 E 16'-9" 35 33 12'-0" . 24 12'-0" 32 `� 16'-9" 27 16'-9" 35 J 12 x LL • } �= ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } > o z ; 821 MAX.POST SPACING �G' ("') MIN. POST MAX.POST SPACING �G' MIN. POST MAX POST SPACING �G' MIN. POST MAX.POST SPACING �G' MIN. POST MAXPOST SPACING FTG MIN. MIN.X25'- pp < T 2 MAX.COL. SPACING j o m ►- m 05 K O g o a ON SLAB * (SPAN) TYPE (SPAN) (I"') TYPE (SPAN) (I"') TYPE (SPAN) (IN') TYPE (SPAN) (I"') POST(INC'- TYPE ) TYPE 3 � a o io Q 13 -7 " ,' 5 19'-3" 19'-3" 21 21 C 19'-3" 9%3" 35 18' J 4" 21 C' 18'-4" 31 25'-1 23 E 38 , 37 18'-4" 21 18'-4" 33 `1 25'-10" 23 40 J 5 W „ 11.�" 6, 17'-7" 17'-7" 22 22 C 17'-T 7'-7' 34 21 C' 16'-9" 30 23'$" 24 E 23' 8" 37 tO 3616'-9" 21 16'-9" 32 `� 23'$" 24 23'$" 39 J 6 W - !� W .. m az m16'-3" 9._8" 7, 16'-3" 22 22 C 16'=3" 6'-3" 33 J15'-7" r�6!" 22 C' 15'-7" 30 J 22'-0" 24 E 22'-0" 36 35 22 15'-7" 32 22'-0" 24 22'-0" 38 J7 z w 3uiJ�8'-6" 9 a caW15'-3" 8' 15'-3" 23 23 E 15'-3" 15%3" 33 J14'-7 T 22 E 14'-7" 31 1 20'-T 25 E 20'-7" 35 , J 35 2z 14'- 31 J 20'-T 25 20%7- 38 J 8 0 o m z T-7" g' 14'-4" 14'-4" 23 23 E 14'-4" 4'-4" 32 1 13'-9" 23 E 121- 31 1 19'4" 25 E 19'-4" 35 J 34 J 13'-9" 23 13'-9" 31 J 19'�" 25 19'-4" 37 J 9 0 to LL 6'-9" 10, 13'$" 13'$" 24 24 E 13'$" 3'$" 32 1 13'-1" 23 E 13'-1" 32 1 18'-4" 26 E 18'-4" 35 34 J 13'-1" 23 13'-1" 32 J 18'-a" 26 18'-4" 37 J 10' 0 co 6'-2" 11' 1TA" 24 13%1" 32 12'-6" 24 E 12'-6" 32 I 17'-T 26 E 17'-7" 35 a ~ 12'-s" 24 12'-6" 32 J 1T-T 26 17%7"�35 36 J 11' ui 5'-8" 12' 12'-0 2 $" 224 E 12'$ 2�$" 333 J 12'-0 224 E 12'-0"2'-0" 332 16'-9 6�_9" 227 E 16'-9 6'_9" rn 2'-0" .� 6 J 12' BEAM TYPES ATTACHED & FREESTANDING LATTICE COVERS - 20# LIVE LOAD - 110, 120,130 MPH - EXP. B & C 1.00' 0. 14* R----' TYR 0.048• TYP. D 3" SQ. STEEL BEAM ASTM A653 GRADE 40 , MAX. G DBL.2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL I DBL. 3'x8"x0.042" BEAM. ALUM. ALLOY 3004-H36 OR EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED COVERS 7 8.0- 0.04T TYP. F•�•-3.0'—�•1 "x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL 5- 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT ASTM GRADE 50 14 GA. AInv GRADE 50 .04T TYP. DBL. 3"x8"x0.04T BEAM L W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL 3" SQ. STEEL BEAM ASTM A653 GRADE 40 DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM G ALUM. ALLOY 3004-1-136 H ALUM. ALLOY 3004-1-136 OR EQUAL OR EQUAL } ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.POST SPACING �G' MIN. MAX•POST SPACING FTG. MIN. POST MAKPOST SPACING MAX.POST SPACING FTG MIN. POST MAx.POST SPACING MAx.POST SPACING FTG MIN. POST MAX COL. ~ m ~ O m = SPACING3 (SPAN) (1N') POST TYPE (SPAN) (I"-) TYPE DBL 5 FOR FBEAM " (IN) TYPE rxs FOR 8- (IN.) TYPE ON SLAB rxe x00.0 sRxDOBo32 BEAM a G 13 -7 " 5 6'-6" 15 B 6'-6" 25 F 11'-0" 11'-4" B 19 11'-0" 11'-4" 29 , 5 6•-6- 15 6'-6" 25 11'-0" 11'-4" 21 11'-0" 11'-4" 30 H 11'-4" 6, 6'-1" 1 B 6'-1" 225 F 10'-110.-1.10' 610'-6" C 121 10-1�0.-1.10'-6;0'-6" 28 G 60 6,-1" 15 6.-1" 30 r 9,_8" 7, 5'-9" 16 B 5'-9" 26 F '-4" 9'-0" C 20 '-4" 9'-0" 28 G 7, 5'-9" 16 5'-9" 26 9'-4" 9'-0" 22 9'-4" 9'-0" 29 8'-6" 8' 5'_7' 16 B 5'-7" 27 H 8'-9" 8'-0" C 20 8'-9" 8'-0" 28 G 8' 5--T 16 �- 5 T 27 8'-9" 8--0" 22 8'-9" 8%0- 29 ---j 7-7 9 5'-4" 17 B 5'-4" 27 H 8'-3". 7--1" C 21 8'-3". 7'-1" 29 G 9' J 5•-4" 17 5'-4" 27 8'-3" 7'-1" 23 8'-3" 7'-1" 29 6'-9" 10' 5'-2" 17 B 5'-2" 28 H 7'-10" 6'-4" C 21 7'-1 6'-4" 29 G 10' 5'-2" 17 5'-2" 28 7'-10" 6'-4" 23 7'-10 6'-4" 29 N 6'-2" 11'k4'-1 0" 17 B 5'-0" 28 H 7'-6" 5' -10 �- E 21 7'-6" �- " 5'-10" 29 G 11' 5 -0" 17 5'-0 " 29 7'-6" 5 10" 23 7 6 5'-10" 29 5'-8" 12' 188 B 4•_14'-10" 22g H 7'-2"7.-2" 5'-4" E 223 7,-2"7'-2" 5' 4" 229 G 12' 4'-10" 5'-4" 5'-4" } ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID J N MAX.COL. N :30 ~03 _ ~ p _ 0 MAX.POST FTG. MIN. MAX.POST FTGPOST MIN. MAX POST SPACING MAX.POST SPACING FTG- MIN MAX.POST SPACING MAX.POST SPACING FTG. MIN. = ING (SPAN) (IN.) (IN') TYPE SPACING• (SPAN) (IN.) POST FORDBL FBEAM - (IN.) POST FORDBL FBEAM (IN.) e LD ONSSPACLAB* rx6.5-x003r 29 ca G 13'-7" 5' 6'-6" 6'-6" 15 15 B 6'-6" 6'-6" 25 27 F 11'-0" 11'-0" 11'-4" 11' 4" B 19 21 11'-0" 11'-0" 11'�" 11-4" 29 G 5' I o 11'-4" 6' 6--1" 15 B 6--1' 25 F 10'-1" 10'-6" C 20 10'-1" 10'-0" 29 G 6' > o o z $ = a In 6'-1" 15 6'-1' 26 10'-1" 10' 6" 22 10'-1" 10'-6" 29 r 9,_8" 7, 5' -9" 16 B 5'-9" 26 F 9'-4" 9'-0" C 20 9'-4" 9--0" 30 G 7' a a W Lu a U. 5'-9" 16 5'-9" 27 G 9'-4" 9'-0" 22 9'-4" 9'-0" 30 S 8 -6 " 8 5'-T 5•_7^ 16 16 B 5%7" 5'-T 27 28 G 8'-9' 8'-9" 8--0" 8'-0" C 21 23 8'-9" 8'-9" 8'-0" 8'-0" 30 30 G 8, 7'-7" 9' 5'-4" 17 B 5' 4" 27 G 8'-3" 7'-1" C 21 8'-3"8'-3" T-1" 331 G 9' J , " 5-4 17 5'-4 ^ 29 S'-3" 7'-1" 7.-1" e 6 -9 " 10 5'-2" 17 B 5'-2" 28 G T-10" 6'-4" C' 22 7'-1 " 6'-4" 31 G 10 „ E 5'-2" 17 5'-2" 30 7'-10" 6'-4" 24 7'-10" 6'-4" 31 m m C N 6'-2" 11 5' 0" 17 B 5'-0' 28 G T-6" 5'-10' E 22 7'-6" 5' 10" 31 G 11' c 5'-0" 17 5'-0" 30 H 7'-6" 5'-10" 24 7'-6" 5'-10" 31 0 5 -8 " 12 4'-10" 18 B 4'-10' 29 G T-2" 5'-4" E 22 7'-2" 5'-4 32 G 12 a z W • 4'-10" 18 4'-10" 31 H T-2" 5'-4" 24 T-2" 5'�" 32 � cg o x >- ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID uJ o z MAX.POST FTG MIN. MAX.POST FTG. MIN. A SPACING SP SPACING FTG. MIN. S pC SPACING SPACINGPOST MT FTG. MIN. MAX.COL. f ~ m 13 m 1a.02 O c = ING i SPACING (SPAN) (IN') POST TYPE SPACING (SPAN) (IN') POSTOR TYPE FBEAM " (IN.) POST TYPE a s�p8 FBEAM OR 3W (IN) POST TYPE 1Z3 ON SSPACLAB+t rXs°sxOB0Li2' a' 13 -7 " 5 6'-6" 15 B 6'-6" 26 F 11'-0" 11'�" B 20 11'-0' 11'-4" 30 H , 5 6. 6" 15 6'-6" 28 . G 11'-0" 11'-4" 22 11--0" 11'-4" 30 Ir 11'-4" 6• 6'-1" 15 B 6'-1" 26 F 10'-1" 10'-0" C 21 10'-1" 10'-0" 31 I„I 6, 0 M 6'-1" 15 6'-1" 27 G 10'-1" 10'-6" 23 10'-1' 10'-0" 31 w s Z } 9'-8" 7' 5* 9" 16 B B 5'-9' 27 F '-4" 9'-0' C 22 '-4" 9'-0" 31 I 7 m > $ o Z- 5'-9" 16 5'-9" 28 G 9'4" 9'-0" 23 9'4" 9'-0" 31 w 3 ,;; �_. s'-s° s' 5'-7" 16 B 5'-T 28 G 8'-9' 8'-0' ^ C 22 8'-9" 8'-0' 32 I s' < LL O O 5'-T 16 5%7 29 8'-9' 8'-0 24 8'-9" 8'-0' 32 J 7 -7 " , 9 5'4" 17 B 5'-4" 28 G 8'-3". T-1" E 23 8'-3" 7'-1" 33 9' J 5•-4- 17 5'-4" 30 H 8'-3" 7'-1" 24 8'-3" T-1" 33 `� -9 " , 10 5'-2" 17 B 5'-2" 29 G 7'-10" 6'-4" E 23 7'-1 6'-4" 33 J 10 ,� o C6 5'_2^ 17 5'-2" 31 H T-10' 6'13" 25 7'-10" 6'-4" 33 0) N 6'-2" 11' 5'-0" 17 B 5'-0" 30 H T-6" 5'-10" E 23 7'-6" 5'-10" 33 J 11' w 5'-0" 17 5'-0" 32 I 7'-6" 5'-10" 25 7'-6" 5'-10" 33 = 5'-8" 12' 4'-14'-10^ 18 C 4•_14�'-10" 31 H T-2"7,-2" 5'-4-5'-4" E 225 T-2"7,-2" 5,�" 34 8 33 5,-4. Isers\deirpowmen s\DURALUMUAPMO 019519.12-13M MO PATIO COVER 11-15-13 2.dwg, 112820131:45:59 AM,11 x