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BPAT2015-006278-,495•CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 y 40'aams. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BPAT2015-0062 Property Address: 48637 VISTA TIERRA APN: 646081019' Application Description: HARVEY / 205 SQ FT PATIO COVER Property Zoning: Application Valuation: $3,000.00 Applicant: L D R CONSTRUCTION SERVICES P 0 BOX 242 LA QUINTA, CA 92247 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 988835 Da®� �� ' � Contractq51 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ( I I, as owner of the property, or my employees with wages as their sole compensation, will do the. work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion,,the•owner-builder will have the burden of proving that. he or she did not build or improve for the purpose of sale.). (_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (.)I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name:_ Lender's Address: VOICE (760) 777-7125 .., FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: . 9/23/2015 Owner: HARVEY REED 48637 VISTA TIEERA LA QUINTA, CA 92253 z 7=::) 00 3 � Contractor: o z o t� L D R CONSTRUCTION SERVICES n D 1st P 0 BOX 242 p. LA QUINTA, CA 92247 Z (760)413-4078 Llc. No.: 988835 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one cf the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 370) of the Labor Code, for the performance of the woot for which this per is issued. I have and will maintain workers' compensation insurance, as required by Sect n 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 sa 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 _•700 of the Labor Code, I shall forthwith coWly with those provisions. a Date: �—�3_2015Applicdgt� 'L WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMIUAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED F03 IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to tike Building Official for a permit subject to' the conditions and restrictions set forth on tht application. , . 1. Each person upon whose behalf this appl cation 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 Lite work being performed under or following issuance of this permit. 2. Any permit issued as a result of this appli•-ation 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 ord nances 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 9"23'Q-01 Signature (Applicana or Agent): FINANCIAL INFORMATION a+ DESCRIPTION r ACCOUNT k� ,• QTYAMOUNT aYPAIDPAIO DATE=: .. ? .v BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 h- b { d yci .L Y''Xa -£ % V. -n `0. 3 'f: f: •P +l 9 i -Al' BY 'METHOD �+� RECEIPT �E''` > , ' f 'f t.w :i .i g '> S i 3 CHECK # $ EX+; a£ X.Dy, L CLTDkBY�� Total Total Paid for BUILDING STANDARDS ADMINISTRATICiN BSA: $1.00 $0.00'. DESCRIPTION ?.,Vim. �' c y`: ACCOUNTa 3* { ,� .QTY AMOUNT g` .„ . :'l . PAIDs PAID DATE OTHER ELECTRICAL EQUIPMENT. 101-0000-42403 0 $24.17 $0.00 > ro ',PAIDMETHOD. .. a f, z:RECEIPTCLTp BY }} 'DESCRIPTION , " ' { ACCOUNT r N. TY 'AMOUNT AID ` PAID DATE' OTHER ELECTRICAL EQUIPMENT PC 101-0000-42600 0 $24.17. $0.00 PIT '� :, aPAIDABYf ,¢R.�' f r� L„METHODS YI ” RECEIPT #T`' SCHECK# CLTD BY Total Paid for ELECTRICAL: $48.34 $0.00 �z ; £FDESCRIPTION ACCOUNT R a QTY i.: AMOUNT a "PAID n PAIDnDATE: PATIO COVER, STD, OPEN 101-0000-42404 0 $97.17 $0.00 v PAIDBY? u e ;; <METHOD : r � 1 ;4 H✓ ;^P + .:RECEIPT# n ,.r. CHECK #; a� . CLTD BYi' a rbESCRIPTION . "a t.� > ACCOUNTS `�„ ¢ QTY D AMOUNT, t>} "PAID `PAID DATE,`. PATIO COVER, STD, OPEN PC 101-0000-42600 0 $95.72 $0.00 "PAID BY ,.: < e.. METHODS ` RECEIPT # r , ` f. CHECK #� LTD.BY Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $0.00 �. -DESCRIPTION= �4,. .g a� .� ,ij, T� rA000UN�.. " ,.QTY, "gAMOUNT r: xgPAID �, PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $0.50 $0.00 APAID:BY #i' + �" � METHOD ;RECEIPT # ¢ CHECK #4 ,. CLTD`BY; Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.00 • •• f Description: HARVEY 205 SQ FT PATIO COVER Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW Applied: 9/1E/2015 SKH ENGINEERED - OPEN Approved: Parcel No: 646081019 Site Address; 48637 VISTA TIERRA LA QUINTA,CA 92253 Subdivision: TR 20052-6 Block: Lot: 19 Issued: Lot Sq Ft:* 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $3,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0. No. Stories: 0 No. Unites: 0 CONTRACTOR L D R CONSTRUCTION SERVICES Details: 132SF TRELLIS PATIO COVER AT REAR YARD [DURALUM] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2013 CALIFORNIA BUILDING -CODES. . . . .... . 11-V ........ ... . k il ..... . . .. . ...... . ... . ....... .. CON11151TIONS . .. . ......... - ................. ... .. ...... .... . ....... CONTACTS.'.:-- . .. .... MC�`�— Eil-lt� !-s TY P ME,a. K4 STATE ; 21HONE- 04 APPLICANT L D R CONSTRUCTION SERVICES P 0 BOX 242 LA QUINTA CA 92247 CONTRACTOR L D R CONSTRUCTION SERVICES P 0 BOX 242 -LA QUINTA CA 92247 OWNER wNE R � HARVEY R I EED 48637 VISTA TIERRA LA QUINTA CA 92253 . . ............. ....... . .. ..... . ..... . .. ........... . F NANCIALINFORMATION ........ ...... ............ . .... . . . .. ...... �Z 41� J 10 'mp X -MESCRIPTION; �jt-q ----R-ACCOUNtj�"' ClTy �j AMOUNT 046�60'li� :RECEIPT ETHOD, PAID By-' A� BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA:, Printed:. Wednesday, September 23, 2015 2:14:53 PM 1 of 2 SYSTEARS . °••.pr , r ,_+..,;. .. af ,......+, s„ H �.e m:..,�, w, �....:-= ,a, ::..r. '. . ,. , - i, ' ,.pi .". �� pr. .''�.," 5:. ' � �?tr. p';: „t;, ,;Y �+y,, . �.. �.M,«,E, .-,.�4trw� r�,P. ,•A..ri"x— LTD'[-vI ,DESCRIPTIONpr 4r<._. ... ehf:. .R, 4000INT$.. ' �, -�>, OLINQ 't� IDDATEyCEPT t ..,Y� HECK T.'H�O`� DdS� B"c • wx. ro;�,«. n. .•..sa.: a .W.`.,. _"Lj.�. C,'._ 3`� A-,3 :.. .+ �� iA^,� ,j . It. § 1 ::'13 bk .• . b,p..,�, a v+ �STi'.. k. y«a >tz .' � tk`�{ � M” ,y��g%,g.e' , F � - ."3x ti? i. .e�^ a : S' c ._` �a � e prt ��. F� :'_e �.^�.-`�` [o -r n . 4"•.t. �3_ R R W r7i Wk 6. m ✓ : OTHER ELECTRICAL 101-0000-42403 0 $24.17 $0.00 ` EQUIPMENT OTHER ELECTRICAL 101-0000-42600 0 $24.17 $0.00 EQUIPMENT PC • Total Paid for ELECTRICAL:. $48.34 $0.00 PATIO COVER, STD, 101-0000-42404 0 $97.17 $0.00 OPEN PATIO COVER, STD, 101-0000-42600 0 $95.72 $0.00 OPEN PC Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $0.00 _ SMI - RESIDENTIAL 101-0000-20308 0 $0.50 $0.00 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.00 • INSPECTIONS PARENT PROJECTS ;4=`� T a REMARK r :_, -RETUR ED g STA US, a S =REVIEW TYPE-" ` ="REVIEWER>'" "SENT DATE' DUE DATE " M r �k *_: ;n„.., k� tNOTES If 4_ -:.,. ...... .... ;::.: �:. BOND INFORMATION.;... ,ATTACHMENTS - . Printed: Wednesday, September 23, 2015 2:14:53 PM 2 of 2 CNFWYST(.'MS Bin # City of La Quin to Bu►7�ng &r Safety Division 78-495 Caffe Tampico La Quinta, CA 92253 - (760) 777-7012 bo a- Building Permit Application and Tracking Sheet Permit # ►'� Project Address: Vi S -j-,4,- T Owner's Name: A. P. Number. Address: 4B037 V tS -T' Legal Description: t 9 L /s. �u rnl7iL }� 200 �✓ 2r-6 City, ST, Zip: Com- 9 2253 Contractor Telephone--j(00-%q Address: 90 eo Y— 9 -**.2- Project Description: City, ST, Zip: L ,(Q- J X4-7 Telephone: -7W --443 t1Awll ��t0 clzxtEp— W State Lic. # : �S 8 3 5 City Lic.�'- Arch., Engr., Designer. Address: City., ST, Zip: f Construction Type : ancy: Tele hone: wy3..-^ - W , �' -.1x , State Lic. #: Protect type (circle one): N Add'n Alter Repair Demo Name of Contact Person: �� Sq. Ft: # ries. # Units: Telephone # of Contact Person: -(o2)3—+64k> Estimated Value of Project APPLICANT: DO NOT WRITE BELOW THIS UNE 9 Submittal P q'd Reed TRACIMG PERMIT FEES Plan Sets Pian Cheep submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Cheek Deposit Truss Cates. Called Contact Person Plan Check Balance. Title 24 Cales. Pians picked up Construction Flood plain plan Pians resubmitted Mechanical Grading plan 21" Review, ready for correctioneiissue Electrical ' Subedutaetor List Called Contact Person Piumbing . Grant Deed Plans picked up SELL H.O.A. Approval Plans resubmitted Grading W'HOUSE:- 'fel Review, ready for cormcdonsJasue Developer Impart Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks_ Appr Date or permit issue School Fees, Total Permit Fees q- a t i�'.1. SSC ;yip tom'= CA g 223 G --x--13 — --70 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: DESIGN REQUIREMENTS: { WIND SPEED CONVERSION TABLE: GOVERNING CODES: 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE 2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. 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 OD PROCEDURES. S. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. B. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. 9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON EXISTING OR NEW CONRETE SLABS. 10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL 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 (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 1 B. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, M. 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 G60. 24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 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. WIND SPEED CONVERSION TABLE: THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND SPEED BY 0.6 EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION SHALL BE BASED ON 85 MPH = 110 MPH. 0.6 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. RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER 1. 1 ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30,40 & 50 psf) 1 COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. ROOF LIVE AND SNOW LOADS: 20,25,.30; 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) 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, 11. 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. 5. SEISMIC DESIGN PARAMETERS: SITE CLASS: D SEISMIC DESIGN CATEGORY: D MAPPED SPECTRAL RESPONSE COEFFICIENTS: S6= 1.50, S, = 0.6, Ste= 1.0, Ste= 0.50 ' RESPONSE MODIFICATION FACTOR, R:125 6. DESIGN ASSUMPTIONS: I A BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20' B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30' . C. MINIMUM COVER SIZE ATTACHED 1.O MAIN STRUCTURE OR FREESTANDING: 10' X 10' 1. A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EACH PROJECT SUBMITTED TO THE LOCALIAUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTUPAL 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. -r 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. t 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 I CBC / IBC WIND SPEED EQUIVALENT CRC / IRC WIND SPEED 110 MPH 85 MPH 120 MPH 93 MPH 130 MPH 101 MPH SEE CONVERSION METHOD, THIS PAGE, FOR APPLICATION AND USE. SITE DESIGN PARAMETERS: SITE ADDRESS: WIND SPEED & EXPOSURE: ROOF / SNOW LOAD: STRUCTURAL ENGINEERING FIRM �T��ENG/NEER/NG STRUCTURAL ENGINEERING 109 EAST ESCALONES PHONE: (949) 388.9333 T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES SAN CLEMENTE. CA 92672 FAX: (949) 388.3773 SH -1 .............SOLID PANEL STRUCTURES STRUCTURAL ENGINEER SH -2 ............OPEN LATTICE STRUCTURES OF RECORD: DUSTIN K. ROSEPINK, SE SIBS SH - 3-4 ........PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACA: � PADLEYS7 ENS SH -5 ...........MINIMUM FASTE=NERS LDATE f I LA Qo , SH -6 ...........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS UILDING & SAFETY �� T) SH -7 ............HEADER BEAM TYPES, COLUMN /POST TYPES �� AFV E Q,��T- SH-8 ............EXISTING EAVE CONNECTION DETAILS SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS SH -10 .........COLUMN / POS" :SURFACE MOUNT AND FOOTING EMBEDMENT DETAILSFOR CONSUCT101V SH -11 ..........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ- COLUMNS SH -12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS �3 SH -13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS Y SH -14 .........-BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF LL, 110-130 MPH SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 31-33 ....:SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 43-44 .....LATTICE COVERSATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH.- 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS - SH - 48 ..........SNOW DRIFT DESIGN SH - 49 ..........SPAN REDUCTION FACTOR TABLES - SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS I I-V Ll 2 I` W co Z w m m Z Co O U rn W a�>5 uLUwU_ LU LLI LLI m M o U Z 00 Q M m �FE.SS Ipy9 S 5885 OF CAl\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS KVM Dire DESCRPi10N 4 STEL JOB # 157071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR TITLE SHEET, DESIGN LOADS, GENERALNOTES T-0 0 OF 50 SHEETS I 0 2 0 3 11 I O I O o E O r SOLID PANEL STRUCTURES ROOF ROOF OVERHANG, ATTACHMENT OVERHANG, ATTACHMENT OR WOOD, OR SEE DETAIL A, B & C, CE OR WOOD, OR ROOF PANEL SEE TABLES SEE DETAIL A, B & C, gNENGTN OF CONCRETE ROOF PANEL SEE TABLES SHEET 8 qN� GTN OF CONCRETE SHEET 4 FOR ROOF SHEET 8 S/♦qC STRUCT WALL SEE SHEET 4 FOR ROOF SNgCC STRUCTU WALL SEE PANEL ATTRCHMENT IMG WALL TNEP/�,0 ESS �� ES SHEET 8 PANELSUPPORTING WALL MIN. 0.25" SLOPE PER FT. TNF po p �S VARIES SHEET 8 HANGER & BEAM. N O. SPAN O. "O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25% OF ROOF PANEL OF ROOF PANEL ALLOWABLE SPAN ALLOWABLE SPAN SEE DETAIL 11, SHEET 12SEE DETAIL 11, SHEET 12� FOR MANDATORY SPLICE. e�SP FOR MANDATORY SPLICE. B�MSp NO BEAM SPLICE AT POST SpA/ BEAM - SEE TABLES NO BEAM SPLICE AT POST SpgN/ BEAM - SEE TABLES F EXTERIOR POSTS. SEE T��ES G _ EXTERIOR POSTS. SEE TgeLE S//VG FOR POST SPACING = POSTS, SIZE VARIES ON./yOTT POSTS, SIZE VARIES EXC. Or TO SEE SHT. 11 FOR MINIMUM 2$% OF O EkC iv SEE SHT. 11 FOR MINIMUM OF EOT r iv NUMBER OF REQUIRED COLUMNS e�A4 p�gBCE SpgN NUMBER OF REQUIRED COLUMNS ACCO Lv 3 1/2" SLAB ATTACHMENT 3 1/2" SLAB ATTACHMENT SPA MAY BE USED NOTE: NO SPLICE AT EX IOR POSTS MAY BE USED WHERE PERMITTED. WHERE PERMITTED. SEE TABLES I SEE TABLES NOTE: EACH COMPONENT IS INTER- NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWNFOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. . SEE TABLES SEE TABLES TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION ROOF PANEL SES TAPI cc SHEET 4 FOR RO ATTACI SUPPORTI "O.H." NOT TO EXC OF ROC ALLOWAE SEE DETAIL 11, FOR MANDATOR` NO BEAM S EXTERIOI POSTS, SI; 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES rvv i m: rh(,n (.viVirvrvcry T IJ m I CR - CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/ CANTILEVER OPTION ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL ATTACHM ENT TO SUPPORTING BEAM. C "O.H." NOT TO EXCEED 25% - OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12�� FOR MANDATORY SPLICE. NO BEAM SPLICE AT EXTERIOR POSTS. POSTS, SIZE VARIES — 31/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES FOOTINGS SEE TABLES MIN. 0.25" SLOPE PER FT Pp ' Spq/y/ BEAM - SEE TABLES FOR POST SPACING ttDZt Ivor OF g ALO ASLE S fIIPAN W NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION ti N ti 4-1 ti M N c6 M W aw>5 w W L.L h W W M o UCO 0' �Z0aO CQ M 0I' FESSIq+�I $58.85 OF CAL �FC� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MAIM DATE DESCRPTIDN 4 STEL JOB # 15.1071-1 DATE YM15 DRAWN BY MAP CHECKED DKR SOLID PANEL STRUCTURES SH- 1 1 OF 50 SHEET'S A O 0 2 O 3 " o 4 O 5 0 6 O 7 O 8 SPLICE WHERE )CCURS- 0.075' TYP. 6.5" ROLLFORM GUTTER FASCIAMAG BEAM A ALUM. ALLOY (�t-) ALUM. ALLOY 3004-H36 I 6063-T6 DBL 2"x6.5"x0.042" ALUM. ALLOY 3004-H36 OR EQUAL QDBL.2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL T=12 OR /11-14 GA ASTM A653 SS GRADE 50 GSD ,042' TYP.r 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. r1 • HEADER BEAM TYPES 0.024' GUTTER IH 0,032' EXT. CLIP =4"SQ.Xt=0.188" � 1 1 SPLICE SPLICE WHERE OCCURS l WHERE \71 OCCURS, LAS 4. ' ' I 4, I 3, , 0,070' 0,065, I TYP.fl TYP. 2.114. v trrj. 1t '1 k10 SM a 24" ----------� {. 1 EA rSI] 4" [-BEAM �r,�4.5" MAG GUTTER L/ ALUM.ALLOY 6063-T6 1 ALUM: ALLOY 6063-T6 K 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL 4 T=12 GA. ASTM A653 SS GRADE 50 G60– 3.0' 032' ALUM. I F ----3,0'--I 3" SQ.x0.032" ALUM. BEAM W/ 12 -GA. STL. "U" CHANNEL E ASTM A653 SS GRADE 50 G60 i T=12 OR 1 F{. 1 1 14 Ga f y( 7.8 5, ASTM A653 SS - GRADE50 1 S�' G60 o,o4z•M� TYP. a� 0.625' ,875' 3"x8"x0.042" BEAM 4,0•�` W/ 14 GA. STL. INSERT MAX. 3'0� ASTM A653 GRADE 50 G60 DBL. 3"x8"x0.042",BEAM . 3"x8"x0.042" BEAM `- ALUM. ALLOY 3004-H36' ; W/ 12 GA. STL. INSERT OR EQUAL N ASTM A653 GRADE 50 G60 " NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. COLUMN / POST TYPES 040' ALUM ,048' STEEL 3A' 28' 3, ALUM 1-3,01 3" SQ. ALUM POST 3" SQ. ALUM. POST B ALUM. ALLOY 3004-H36 C ALUM. ALLOY 3004-H36 HEIGHT LIMITED TO 3" SQ. STEEL POST F 10'-0" MAXIMUM. ASTM A653 GRADE 50 CP60 3" SQ. ALUM. POST p WITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL s o I o J INSERT11K AL6l .5' WHERE ALUT'omM.OCCURS ALLOY —6063 -TS 7 0.110' TYP. 0.3757U 7" I -BEAM F . 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. 0.075'�, TYP, 3,0 MAG POST E ALUM. ALLOY 6063-T6 NOTE: EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. 0.024' + IH 0,032' =4"SQ.Xt=0.188" 0.042 l I ' LAS 1 eLUes y trrj. 1t '1 k10 SM a 24" a, {. 1 EA rSI] 3" SQ. ALUM. POST p WITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL s o I o J INSERT11K AL6l .5' WHERE ALUT'omM.OCCURS ALLOY —6063 -TS 7 0.110' TYP. 0.3757U 7" I -BEAM F . 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. 0.075'�, TYP, 3,0 MAG POST E ALUM. ALLOY 6063-T6 NOTE: EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. SQ: STEEL POST ASTM A500 GRADE B It V J My. W W � `� c° '2n 00 V W Q�> uwwLL� W � M W M M U °� Z 0 0Q M rn Q -FESS 1 � S50.5. 1. OF Cp,1. \ 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS WM DATE DESCRFnDN 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED - DKR HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS =3"SQ.xt=0.188" =3"SQ.xt=0.250" IH =3"SQ.xt=0.313" =4"SQ.Xt=0.188" =4"SQ.xt=0.250" SQ: STEEL POST ASTM A500 GRADE B It V J My. W W � `� c° '2n 00 V W Q�> uwwLL� W � M W M M U °� Z 0 0Q M rn Q -FESS 1 � S50.5. 1. OF Cp,1. \ 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS WM DATE DESCRFnDN 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED - DKR HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS n o p o t o h o G o H o 0 RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C FOOTNOTE: "SAMPLE" FIGUREINDICATES ATTACHED FIGURE INDICATES FREESTANDING .024' 6. ' .024' 6. ' .032' .032' .042' .042' MAX.�.O'—I * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36ALUM. ALLOY 3004-H36 OR OR EQUAL EQUAL 2 I'— W W U)0400 rn OZULu� U) W— W W M M M U °� Z 00 00 U)M rn FESS 1� S5885 1 OF CAL \F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS mkm DATE DESCRPTION 4 STEL JOB # 15.10714 DATE 3IM15 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS z W 2" Z ui v,a X 6 1/2" RAFTER 0w go coo DBL. 2" x 6 1/2" RAFTER LUSL (�N) 110 MPH 120 MPH 130 MPH ' LUSL ^T^ (�N 110 MPH 120 MPH 130 MPH 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 .024 16" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" ,024 16" 14'-8" --1 4;-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 24" T-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 24" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-10 11'-10 11'-10 11'-10 11'-10' 11'-2" 30 .032 16" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 30 .032 16" 18'-7" 18'x" 18'-7" 18' 4" 18'-7" 18'x" 18'-7" 18'x" 18'-7" 18'-4" 18'-7" 18'-4" 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 24" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" .042 16" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" ,042 16" 22'-7" 22'-2" 22'-7" 22'-2"22'-2" 22'-7" 22'-7" 22'-2" 22'-7". 22'-2" 22'-7" 22'-2" 24" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-10 12'-10 12'-10 12'-10 12'-10 12'-10 24" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" 18'-6" 18'-2" 024 16" 8'-0" 9-1" 8'-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 024 16" 12'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 24" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 24" 9`-10" 9'-10" 9'-10" 9'-10" 9'-10" 10'-4" 10'x" 10'-4" 10'-4" 10 -4" 9'-10" 10 -4' 40 .032 16" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-0" 10'-10" 11'-6" 40 .032 16" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 24" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 9'-4" 9'�" 9'�" 9' 4" 9'-4" 9'4" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" .042 16" 13'-2" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" ,042 16" 19'-9" 19'-4" 19'-9" 19'-4" 19'-9" 19'-4" 19'-9" 19'-4" 19'-9" 19'4" 19'-9" 19'-4" 24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 24" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 15'-10' 15'-10" 15'-10 15'-10' 15'-10 16'-2" 15'-10" .024 16" T-3" 8 -2" T-3" 8'-2" T-3" 8'-2" T-3" 8'-2" T-3" 8'-2" T-3" 8'-2" ,024 16" 10'-10" 11 '-4" 10'-10" 11'-4" 10'-10" 11'-4" 101-10" 11 '-4" 10'-10" 11'x" 10'-10" 11'-" 24" 5'-2" 5'-2" 5'-2" T-2" 5'-2" 5'-2" 5'-9" 5'-9" 5'-9" 5'-9" T-9" 5'-9" 24 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 9'-4" 9' 4" 9'-4" 9'-4" 9'-4" 8'-3" 9'-4" 50 .032 16" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 50 .032 16" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 24" 7 -0" 7 -0" T-0" T-0" 7'-0" T-0" 8'-4" v 8'-4" 8'-4" 8'-4" 8'-4" 24" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 11'-3" 11'-10" 042 16" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 042 16" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 171-6" 24" 9'-0" 9'-0" 9'-0"9'-0" 9'-0"24" �1010'-2" 10'-2" 10'-2" 10'-2" 10'-2" 13'-7" 13'-7" 13'-7" 13'-7" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" FOOTNOTE: "SAMPLE" FIGUREINDICATES ATTACHED FIGURE INDICATES FREESTANDING .024' 6. ' .024' 6. ' .032' .032' .042' .042' MAX.�.O'—I * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36ALUM. ALLOY 3004-H36 OR OR EQUAL EQUAL 2 I'— W W U)0400 rn OZULu� U) W— W W M M M U °� Z 00 00 U)M rn FESS 1� S5885 1 OF CAL \F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS mkm DATE DESCRPTION 4 STEL JOB # 15.10714 DATE 3IM15 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS ■� A• o B o C o D o E o IF o G o H o 1 o J HANGER CHANNELS AND MOUNTING BRACKETS FASTENERS, T=.OSO• TYP. 2.74,0+ SEE TABLE 3, SHEET 4 FASTENERS, 078 1.50" SEE TABLE 3 SHEET 8 300" 63 • T=.060 / ca ALUM. 3004-H36 06 " 25.R s / t 4 + Ki 05J1 FASTENERS O TJ.75� 010"X90 202" FASTENERS, i SEETABLE 3 SHEET 8 r {I o ' 04" (2) DIA,SEE SHEET 4 I ( I ) p' 0 C'i "i 563" .281" J 20 5" ' 1 // f + 'I i a ¢ CONTINUOUSA RAIL 1 �� J t , cn CD -ROOF PANEL � (WHERE OCCURS) a p o coTENERS I " viET 8 s I ' - TABLE 3 Y 06 FASTENERS, w" 1 J� f FASTENERS, ^ SEE SHEET 4 AL 6063 -TOY 1"y � 1 880" LJSEE TABLE 3, SHEET 4 6063-T6 ALUM.ALLOY ;Q� ALUM.ALLOY ALUM. ALLOY 6063-T6 6063-T6 6063-T6 ROLL FORMED OB n HANGER EXTRUDED HANGER/ CONNECTION Y,{_ �1 I.R. HANGER "H" BRACKET D NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. ' (3) Y"0 LAG SCREWS 1 �/2^ 10# L.L.=(2)#14 SMS EA. SIDE 20#,25#,30# LL =(3)#14 SMS EA. SIDE ' /BEAM SPLICE TO #14 SDS, 40#,50# L.L=(4)#14 SMS EA. SIDE Y OCCUR DIRECTLY OVER 5/8"o PLASTIC 3 PER SIDE 17•° "}? , I POST. NOT PERMITTED -� 1' 3/4" OR 1 1/2" @ 2 -POST UNITS PLUG WHERE @ 6 SCREWS I +- SCREW IS INSIDE Q + PER SIDE I ( 3 I 2" X 6 1/2" OR tf .5^ R #1 BE USE AS j 5" MIN. 3"x 8" ALUM. p ^ 3.5" ALTERNATE TO RAFTER L .1/4"41 BOLTS J f j Y — .i, " 3.5" 3/4" OR 1 1/2" 3"x8" ALUM. -- --------- I 5^ 8" BEAMLn j Q HEADER U -BRACKET e I L w 1" EXISTING WOOD STUD FRAMING SI 1 r 3"X8" ALUM. (E) STUCCO BELOW I I 6 1/2" SIDEPLATE EA. 2 if(E) STUCCO 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L =10 psf - I SIDE SEE POST SCHED. RAFTER 2 EACH 1/2"0 x 3-1/2" LAG SCREWS L.L.=20, 25 and 30 psf #14 SMS EA. SIDE PENETRATI❑N BRACKET 2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf TOP, MID HEIGHT / (2" MIN. PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES NOTE: LENGTH OF LAG SCREW SHALL PROVIDE THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION n8 v i 1 1/2" OR 2"LATTICE #8 S.M.S. v v ALTERNATE 1/2" DOUBLE RAFTER- #8 S.M.S. EACH SIDE EXISTING ALUMINUM MEMBER WITH - BOLT CONNECTIO pLgpl 2 LATTICE 1 1/2" OR 2" SHEATHING WOOD FILL OR DHL. 3'x8'x0.042 BEAM NOMINAL LEDGER OR DBL. 2'X6.5'x0.032'/0.042' - . ALTERNATE: / ; (NEW OR EXISTING) BEAM - 4414 S.M.S. EACH SEE NOTE, DETAIL B, ' .. RAFTER TO COL.N SHEET 8 CONNECT. (8 TOT.) 2"x6.5" OR 3"x8" RAFTER p' I U 0 0 ALTERNATE: 1/2" BOLT I o 1" 4.5"0 6 ALTERNATE: 6 FASTNERS, SEE TABLE 3, (2} #14 S.M.S. EACH RAFTER " a SHEET 8 1, TO COLUMN CONNECTION 5/8' 0 ACCESS o (4 -TOTAL) HOLES 3"x 3"STL.POST (24") ALTERNATE: INSTALL 6 - 1t14 INSERT ATTACHED OR (2)-2x6.5" OR _ ALTERNATE: 3' SGL POST X �4 3"x 3"STL.POST COLUMN (2)-3"x8"HEADER FOR FREESTANDING (2} 2X6.5" OR (2}3"x8" HEADER �H EXISTING LONG SDS E EACH (2)-1/2-BOLT ALTERNATE: 1" STUCCO OR EQUAL HEADER TO xx0.024" () - 1/2" BOLT OR 2.5" PENE. INTO EACH WOOD STUD COLUMN 2"x 6.5" SIDEPLATE CONNECTOR (2} #14 S.M.S. EACH RAFTER O CO C12 FASTENERS PER DBL. RAFTER / DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O5 EXIST. STUCCO / LEDGER O DOUBLE-HEADER • NNLZ7 ATTACHMENT DETAIL COLUMN DETAIL • f W to W cnN00 O U rn W a� O7 W W Lu co M O Z 00 Q M , Q�FESS I gygl . S5 8,5 1. OF CAI -QFC 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL 4 ' REVISIONS MARK DATE OMRFMN 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED - DKR HANGER CHANNELS AND MOUNTING BRACKETS SH'- 9 9 OF 50 SHEETS „fir u u o D o E o F o G EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS 0 I I TABLE 1 NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER � 3/16" STEEL NOTE, BRACKET CAN BE A34 FRAMING ANGLE DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS LOADS OPENING PROJECTION 8" 0 1/4"0 HOLES,TYR LOCATED ANYWHERE ON EAVE. SEE TABLE 2 FASTENERS, SEE TABLE 3 REQUIRED TO VERIFY ADEQUACY OF THE EXISTING STUD WALL FRAMING WHERE ONE OR MORE OF THE 10, 20 psf >6' >18' COVER LUSL 0 0 TYP. BRACKET NOTE: PROVIDE WATER PROTECTION, METAL FLASHING (A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL FOLLOWING CONDITIONS OCCUR: 30, 40 8 50 psf > 6' > 14' AND EXPOSURE AT EVERY 2x CAUCK JOINTS AND SLOPE R.F. OR EXT. HANGER 120, C 130, B 130,C 10 8' 0 0 TO DRAIN (OPTIONAL) CHANNEL, 2X OR 3X 26'-0" 26'-0" 0 EXISTING EAVE ALLOWABLE PROJ. TO BEAM RAFTER BRACKET 20'-7" LEDGER OR WALL HANGER OVERHANG SEE TABLE 1 26'-0" 26'-0" WITH FASTENERS 1 1/4" (24" MAX' 2x6 OR Ix LEDGER 21'-2" o � 3: WIND SPEED (EXP. B & C) PER TABLES 3 &5IN WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) ALUM. PANEL 2X OR SATS MPS0 C.STRONG-BOLT ( Rb) G -BOLT 2 EXIST. RAFTERS AT 26'-0" 2x WOOD STUD OR 26'-0" 26'-0" 3x ALUM. RAFTER 26'-0" 24" O.C. AT ROOF 1' CONCRETE WALL 26'-0" RAFTER 4x31/2'W. EXIST. FASCIA BOARD 26'-0" OVERHANG 3 5' (A) (A) (A) (3}# ALLOWABLE PROJ. EXISTING EAV 2X FULL DEPTH WOOD SCAB, (A) (A) (A) 25 TO BEAM VE OVERHANG �a 20 WHERE OCCURS, 1' 26'-0" NOTE, PLACE 'SIKA FLEX' OR SIMILAR SEE TABLE 1 MAX.) 25'-4" SEE TABLE 2 14— (A) (A) (A) NOTE: BRACKET MAYBE MATERIAL BETWEEN BRACKET AND (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) - COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER 30 S ATS36 So C.STRONG-BOLT ( Rb) G -BOLT 2 2" x 6" NOTCHED SEAL W/ SAME CONNECTION'S. EAVE CONNECTION 26'-0" �Q WALL CONNECTION 26'-0" A L EXISTING ROOF OVERHANG DESIGN LOADS) 8 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"x6)4• ALTERNATE EAVE CONNECTION C' RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS), NOMINAL 2"x8' (AT 3'x8" MINIMUM RAFTERS) NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS 30, 40, b 50 psf 26'-0" OR KILN -DRY WOOD -FILLED 2"x6Y2" OR 3"x8" ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD. 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 2"x8" FULL OR 2"x10" NOTCHED 26'-0" TABLE 1 TABLE 2 TYPE AND NUMBER OR RAFTER OF FASTENERS CONNECTED REQUIRED TO EXISTING ROOF AT ROOF PANEL OVERHANG TABLE 4 a b ANCHORS INSTALLED, INTO CONCRETE WALLS WITH 6 -INCH MIN.THICKNESS COVER LUSL EXISTING FRAMING MEMBER AT ROOF OVERHANG MAXIMUM PROJECTION (A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL COVER LUSL NUMBER AND TYPE OF FASTENERS WIND SPEED (MPH) AND EXPOSURE 110, B 110, C 120, B 120, C 130, B 130,C 10 W 18 SIMPSON STRONG -HOLT 2 SS AT 48' D.C. (a,b) 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" a= 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 10 2"x 6" NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'-4" 21'-2" o � 3: WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) 20 SATS MPS0 C.STRONG-BOLT ( Rb) G -BOLT 2 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 1- 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2"x8" FULL OR 2"X10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) 25 SATS SIMPSON STRONG -BOLT 2 ' 6 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 20 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 7' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 30 S ATS36 So C.STRONG-BOLT ( Rb) G -BOLT 2 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 8 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 9, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 40 W 0 SIMPSON STRONG -BOLT 2 SS AT 36. D.C. (a,b) 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 50 W 0 SIMPSON STRONG -BOLT 2 SS AT 24' O.C. (a,b) 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 264" 20'-7" 2"x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 255 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER AND ROOF PANEL RAIL TO FASCIA OR LEDGER TO EXISTING WOOD STUD WALL FRAMING TO TABLES 3 & 4: Q. EMBED ANCHOR 3' MINIMUM INT❑ CONCRETE WALL AND INSTALL IN ACCORDANCE WITH ESR -3037 b, USE 3' SQ,x�4 STAINLESS STEEL WASHER WHEN INSTALLING NEW WOOD LEDGER AGAINST EXISTING CONCRETE WALL. c. WHERE ROOF PANEL RAIL OCCURS, USE Y2 DIAMETER SCREW IN LIEU OF (2) 1/4 DIAMETER LAG SCREWS, 2"x8" FULL ORFOOTNOTES 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 30 2" x 4" FULL 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" (C) - (2) K DIAMETER LAG SCEWS CD) - %' DIAMETER LAG SCREW (E) - �a' DIAMETER LAG SCREW 2" x 6" NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" - 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" F WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED �o m - (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) 40 2" x 4" FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" �� 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2"x 6" NOTCHED 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 2"x6" FULL OR 2"x8" NOTCHED 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 2"x8" FULL ORLAG 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 50 2" x 4" FULL 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2" x 6" NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2"x6" FULL OR 2"x8" NOTCHED 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) 11' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) I 2"x8" FULL OR 2"x10" NOTCHED 20'-9" 20'-9" 20'-9" 20'-9" 115'-3" 20'-9" 20'-9" 12' (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) W to 06 2 wMoo M U rn w QFC U) L1J Lu LULLJm C7 o U Cr? Z 00 (Q ('7 NY ��Ess iQ� co _ 2 S5885 1 OF CAI. 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB ft 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR EXISTING EAVE CONNECTION DETAILS SH -8 8 OF 50 SHEETS Ll ce) ti W (0 M 2 w �.° co Z O U rn W Qw U ~ U) ILL., �wWc co o U rn Qco c U) v FESS I(� K � S5885 OF CAI -\F 03-03-15 DURALUM " IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MRK DATE OESCRDMON 4 STEL JOB # 15-1071-1 DATE 3WO15 DRAWN BY MAP CHECKED DKR COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10. 10 OF 50 SHEETS c „ A o B o C e D o E o -F...+ o G- o H e I- o J” COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT: DETAILS / MIN. NUMBER OF REQ. COLUMNS ' .'j o � . TABLE 1 TABLE 2 2 , ATTACHED ONLY - ATTACHED AND STEEL POST ONLY: "T" BRACKET @ 3 -SQ. POST ' FOOTING & ANCHOR -BOLTS FREESTANDING I USE POST TYPE W/ (4}#14 SMS EA SIDE OF POST ALTERNATE FTG. I F, G, H, I, J OR K I ' OR 1/2" M.B. THROUGH POST ALUM."T"BRACKET USE WITH - POST POST POST TYPE B,C,D, OR E. , I I SINGLE POSTS FOOTING SIZE EMBED. CUBE SIZE SQ. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" ° STEEL.'T" BRACKET OR 9" SQ. BOLTS 1/2 DEPTH OF I I tr-22" CUBED (1) (2}3/8.0 I 1 7/8' 20• 21' SQ 12" BASE PLATE USE WITH FOOTING OR POST TYPE B,C,D,E,F,G,H,J OR K. 12" MIN. EMED. I 23.8 24" CUBED (1) 4• (2}1/2"0 3114* 22" 25' SQ. 16' (2}3/8"0 STRONG -BOLT 2 SS SEE TABLE 1 24" 28' SQ. 20' r EA. BRACKET TO SLAB. % =1 • .f: I w i 3 + �- 9 1/2' MINIMUM DISTANCE TO �_ O 3114" ( / EDGE OF SLAB. r 25"-3o CUBED (2) (4} rz 0 26" 32' SQ. 23" :.. I m I { y f33".MINIMUM DISTANCE FROM 4 , F w 28" 35" SQ. 25" ! I SLAB CRACK TO COLUMN. Q f %(1�"MIN.EMBEDMENT ) a 3r-34 CUBED (z) (a}s/e0 � a :� : U) Z to d •� 30" 39" SD. 28" 35"-39"CUBED (2) (4), 43/4• 32" 43' SO. 30" /{ DE TH ,a ! (1}1/2"OM.B. .`' ••:••'• r 34' 47" SQ. 32' 0 1 SLAB SHALL BE IN a POURED CONCRETE x9" LONG, 1' N?°;;` W UJ W W FROM END • 36" 51' SQ. 34" FOOTING SEE TABLES •� •• GOOD CONDITION 40' - 42' CUBED (2) (4}3/a'0 43/4" p m OF POST - FOR SIZE Z POURED NOTE: BOLTS SHALL BE SIMPSON STRONG-BOLT2 SS ESR 3037) 38" 55" SQ. 37" 40" 60' SQ. 39" SEE FOOTING QUARE (ICC -ES - SQUARE, SEE FTG. CONCRETE SCHEDULE IN BEAM _ 4 IN BEAM SPAN TABLE -_ 1) MAY USE EITHER STEEL T BRACKET OR • FOOTING SPAN_ TABLES 42' 64' SQ. 41' - EXISTING SLAB POSTS TO CONC. FOOTING, O ATTACHED COVERS ONLY O ATTACHED COVERS ONLY ALTERNATE FREESTANDING BASE PLATE 2) REQUIRES USE OF ALTERNATE FREESTANDING BASEPLATE. i + - - SQUARE POST EMBED: O INTO FOOTING 44' 69" SQ. 43' •CUBE FOOTING./31f2•SLAB Cl TY OF LA QUINVTA - ... ' • BUl ING & SAFETY DEPT. (3}3/4"0 BOLTS OV E , FOR POST TYPE F, G, H, I, J & K t f 5 ' APP T" 3" OR 4" SQ. FOR CYO" NSTRUCTION 45 INSERT 16" x0:188,+ - - �" ASTM A500 DATE BY GRADE B o .' STEEL tH T.O.C. + (4)- SS316 3/4"0 STRONG -BOLT 2 SS' STEEL PER ICC -ES ESR -3037 s (4 3/4" EMBEDMENT DEPTH) ALUM. ALLOY 3.00" OR 6063-T,6 ) 2.40" 2-0 „ q 7/16"0 HOLE INSERT TO . 1.375 FOR 3/8" MB .56" 2 FLANGES BASE PLATE 3/16" 0 l„ I 75" ASTM A500 GRADE B 2 1/8" APART _ POST ! I / L i ��,' 1.125"2.5%* INSTALL 1Y2" x 1y" x j'e' HDG . C / WASHER PLATE AT ANCHORS 7 O .75" .75" BASE FLARES INSERT rJ I I I ! I 1:60" .157 n p TO 3"WIDE EA. 9" SQ. X 5/8" THK. _ SIDE OF FLANGES. THK BASE PLATE - 1.50 a 090 TYP. USE FOR 3" OR 4" 1.75" FOR 3" POST, �� (ASTM A500 GRADE B STEEL) _ INSTALL 1Yz" x 1Y" x YB" HDG STEEL POSTS 4" WIDE FOR 4" POST 5.50" 1 X. 6—Y2 1 ya" ° WASHER PLATE AT ANCHORS 1-7/16"0 HOLE , FOR 130 MPH 2- 5/16"0 HOLES ;' & 2-3/8" HOLES NOTE: CONCRETE SLAB ANCHORS SHALL BE - TYP• EA. SIDE WELDED STEEL BASE PLATE 10 NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. %" DIAMETER SIMPSON STRONG-BOLT'2 SS »' 8 (ICC -ES ESR -3037) ALTERNATE FREESTANDING ALUM "T" BRACKET O STEEL "T" BRACKET O BASE PLATE .ANCHOR Ll ce) ti W (0 M 2 w �.° co Z O U rn W Qw U ~ U) ILL., �wWc co o U rn Qco c U) v FESS I(� K � S5885 OF CAI -\F 03-03-15 DURALUM " IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MRK DATE OESCRDMON 4 STEL JOB # 15-1071-1 DATE 3WO15 DRAWN BY MAP CHECKED DKR COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10. 10 OF 50 SHEETS 1 0 2 0 3 0 a a 5 a e I c I n o p o E 0 h o G o H 0 I o J LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS BEAM SPLICE TO -,,)OCCUR DIRECTLY OVER 5/8" PJ PLASTIC I POST. NOT PERMITTED PLUG WHERE 6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I ,5" #14 SMS MAY BE USE AS 3.5" 1[3 5" ALTERNATE TO 1/4"BOLTS 3.5" 5" 8" BEAM mm 2"X6.5"X0.032" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 7' 2 3 3 4 3 4 8' 3 3 3 4 4 5 9' 3 4 4 4 4 5 10' 3 4 4 5 5 6 11' 4 4 4 5 5 6 12' 4 5 5 6 5 7 13' 4 5 5 6 6 7 <= m 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 3 3 7' 2 3 3 3 3 4 8' 2 3 3 4 3 4 9' 3 3 3 4 4 5 10' 3 4 4 4 4 5 11' 3 4 4 5 5 6 12' 3 4 4 5 5 5 13' 4 5 4 6 5 7 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. I .5" OR SEE I SEE NOTES j I 6 1/2" SIDEPLATE EA. BELOW SIDE SEE POST SCHED. #14 SMS EA. SIDE TOP, MID HEIGHT ��k2l"SQ. POST BETWEEN SIDE PLATES AND BOTTOM. POST SCHEDULE 3" SQ. x.032" + (2}2" x 6 1/2"x 0.032" 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.042" W/ (6}#14 S.M.S. EACH SIDE. ❑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 l COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROL INSULATED TERLOCKING /ALL 4GER C� ROOF PLAN FASTENERS, #14 SMS E 32' O.C. ".ET 4 4 MIN PER EACH JOINT ROLL -FORMED #14 SMS 8 32' O.C. MAX. OR IRP (4 MIN. PER PANEL INTERLOCK) [ILL-FORMED PANEL ALUMINUM SKINS IRP TOP 6 BOTT. 0.024' 4 ROLL -FORMED PANEL INSULATED ROOF PANEL ROOF HANGER 2 INTERLOCKING SEAM INTERLOCKING JOINT P V M W 06 W �N 2 ovLLja O7 W LIJ LLI Wco M o U rn Z 00 �Q ch FESS I(� S5885 OF CAL�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS KAPoc DATE DESLRFrIDN 4 STEL JOB R 15-1071-1 DATE WYM15 DRAWN BY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH -11 11 OF 50 SHEETS A o 8 o C o D o E o FI o G o H 0 0 BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS ATTACHED & 10 PSF LIVE " FREESTANDING SOLID COVERS LOAD - 110,120,130 MPH - EXP. B 8r C 1.52' A 6.5" ROLLFORM '61' 1. 9' GUTTER EXT. cuP _ n� �y C G O r038 r' MAX.COL. SPACING ON SLAB (2), (3) } o °D F ATTACHED SOLID FREESTANDING SOLID F o m 6. ' 2. 7' 0.73' ' SPLICEUO WHERE occu -0.070' SPLICE WHERE OCCURS . 4, ,0.065' TYP. SPLICE WHERE OCCURS . 4 TYP. I 2. 4' I - k, 1 I T=12 GA, ASTM A653 SS GRADE 50 G60-\3, ' .032' `ALUM. •POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST . FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE 13'-7" 5 11'-9" 18 11'-9" 20 B11'-4" 11'-9" 26 28 G 50.075' 6L 11'-4" 6 10'9" 18 1'" 21 B 10'-9" 26TYP. 10'-4" 27 G 9r_8r,7,10'-0" 19 21 B 10'-0"26 9'-8" 27.93' G 7,10'-0" 6.5" ROLLFORM A ALUM. ALLOY 6063-T6 MAG BEAM B ALUM. ALLOY 6063-T6 3.0' 4" I -BEAM C' ALUM. ALLOY 6063-T6 .00' ` 4.5" MAG GUTTER ALUM. ALLOY 6063-T6 �3"SQ.x0.032"ALUM. BEAM �1W/ 12 GA. STL. "U" CHANNEL E ASTM A653 SS I GRADE 50 G60 J 'A 0i W O � 8'-6" 8' 9'-4" 19 9' 22 B 9'-4" 26 9'-1" 26 G 8' T_7° 9' 8'-10" 20 8'-1 O" 22 B 8'-10" 27 8'-7" 26 G 9r SPLICE T-0AL6S Cc U Ss ALLOY s 6063•Ts _ 6'-9" 10' 8'-6" 20 8'-6" 23 B 8'-6" -2 8'-1" 27 G 10' 6'-2" 11, 8'-1" 21 8'-1" 23 8'-1" 27 T-9" 28 G 11' 5r_8" 12, T-8" 21 T 6" 24 C T-8" 28 T-6" 28 G` 12' 6.6 6' 7, ' 8,0' 0.110' 6.' 6.+ 042' 032' 0,042' - TYP' TYP. TYP. TYP, �• I - . r I I I j J1.75'�4.0','-2.04.0'---+-,2.0'--1 iI I �4.0, MAX. MAX. F-3.0'-1 • 7" I -BEAM I DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" K 3"x8"x0.042" BEAM • F ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY 6063-T6 OR EQUAL OR EQUAL OR EQUAL T 2 O N r MAX.COL. SPACING ON SLAB (2).(3) _ n M r- ATTACHED SOLID FREESTANDING SOLID j p m 3 F MIAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAx.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE 13'-7rr 5, 11'-9" 19 11'-7" 21 B 11'-9" 28 -25, V-10" 29 G 11'-4" 6 10'-9" 19 10'-7" 22 B 10'-9" 27 10'-0" 28 G , 6 9'-8" 7' 20 9r-1 Or 22 B 10'-0" 27 9r 3" 28 (� `j 7' %1 W/ (1) "C" INSERT ALUM. ALLOY 5' - sos3 Ts W/ 2 "C" INSERTS -- H ALUM. ALLOY , T=CA 6063-T6 r /'+. .I'�. T=120R ASTM 14 GA A653 ss NOTE: j r r 8, • 7.8 5' ASTM GRADEw WHERE'C' SPLICE OCCURS AS SHOWN IN ,1 /jjj A ceo 8.0 SPAN TABLES, IT SHALL BE INSTALLED THE yy { ? 0,042' cGRADE 50 '60 • L:2, FULL LENGTH OF THE 7"I -BEAM. L i "y', / 1 TYP. P. 1 t J LL O 8'-6" 8' 9'-4 9'-2" 23 9'-4" 26 8'$" 27 G 8, 7'-7" 9' 8'-10" 21 8'-8" 23 B 8'-10" 27 8'-2" 28 G 9 6'-9" 10' 8'-6" 21 8'-3" 24 B 8'_6n 27 7'-9" 28 G 10' 6'-2" 11' $'_1" 21 7'-1 O' 24 B 8'-1" 27 7'-6" 29 G 11' 5'-8" 12' T-8" 22 T-7" 25 C T-8" 28 T-2" 30 G 12' .625' �_ 40' 3.0' 875' 3.0' 3 0 MAX. c M.AX, _ ,+t1 • ` DBL. 3"x8"x0.042" BEAM 3"x8"z0.042"BEAM DBL. 3"x8"x0.042" BEAM ,,,, W/ 14 GA. STL. INSERT •�,��W/ DBL. 14 GA. STL. INSERT = Q- MAX.COL. SPACING ON SLAB (2).(3) 1- o � _ m 3 ATTACHEDSOLID FREESTANDING SOLID x ~ ~ � o m F MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE 13,_7„ 5r 11'-9" 20 11'-2" 22 B 11'-7" 29 10'-6" 30 G 5' M ASTM A653 GRADE 50 G610 ASTM A653 GRADE 50 G60 ' ALUM•OR EQUAL CD O 3"x8"x0.042" BEAM r DBL. 3"x8"x0.042" BEAM - FOOTNOTE: "SAMPLE" N W/ 12 GA. STL. INSERT ��/ DBL. 12 GA. STL. INSERT n FIGURE INDICATES - ASTM A653 GRADE 50 G60 ASTM A653 GRADE 50 G60 EXPOSURE B NOTE: WHERE 12 AND 14 GA STEEL INSERTS FIGURE INDICATES • + OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS EXPOSURE C THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. OF THE 3"x8" BEAM. THE FULL LENGTH OF THE 3"x8" BEAM. FOOTNOTES TO ALL SPAN TABLES: 1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3. THE SLAB SHALL BE A MINIMUM 10'-O" WIDE BY THE EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN M .r' cd 0 a 11'-4" 6' 10'-9" 20 10'-2" 23 B 10'-7" 28 9'-7" 30 G 6' 9,_8,; 7, 10'-0" 21 9'-6" 23 B 9'-9" 28 8'-10'-:::29 G , 7 n 8,-6 r 8 9'-4" 21 8,-1 O" 24 B 9'-2" 27 8'-3" 29 G r 8 7,_7r 9, 8'_10" 22 8'-4" 24 B 8'-8" 27 T-10' 29 G 91 6'-9" 1 O, 8'-6" 22 $'_0" 25 B 8'-3" 28 7'-6" 30 G 10' 6'-2" 11' 8'-1 ' 23- 7'-7" 25 . B C 7'-10' 29 T-2" 31 G 11' WHERE SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 & 30 psf. MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE O 5'-$„ 12' 7'-8" 23 7'-1" 25 C 7'-7" 29 6'-9" 31 G :12' OCCUR AT 10 & 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 91/4" MINIMUM. ' MAXIMUM COLUMN SPACING ON EXISITNG SLAB. T_ J Ll 2 � W m c6 Z wrnDO M V O V waLU u www W Lu M M M U a? 00 z 00 UQ M rn Q�fESS ICyy1! 55.8.8.5 OF CAL \F 03-03-15 DURALUM IAPMO 0195 - ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESCPPWN 4 STEL JOB # 15-1071-1 DATE 3rNM15 DRAWN BY - • MAP CHECKED DKR BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH -14 140F 50 SHEETS A o 11 o o D o E o F o G o K o 1 o J 2 04 ti W CD M w 00 CJS N M L 2 o0� w ¢W U)w`l W W M W LL CM o00 U Z 000 U) ch PF S 5885 OF CAO 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB # 157071-1 DATE 313!2015 DRAWN BY MAP CHECKED OKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 15 15 OF 50 SHEETS ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C B MAG BEAM C 4" I -BEAM �r14.5" MAG GUTTER 3" SQ. ALUM. W/ 12 GA. E STL."U" CHANNEL i1 7" I -BEAM r ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID Y MAX.COL SPACING �o MAX•POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAx.POST FTG. MIN. MAX•POST FTG. Mlry, MAX.POST FTG. Mlry, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX•POST FTG. MIN. MAX.POST FTG. MIN. j o ^= ON SLAB M3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m � (2) (g) F (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 13'-7" 5' 10'-4" 17 B 9'-6" 25 G 13'-7" 19 B 12'4" 27 G 13'-3" 19 B 12'-2" 27 G 13'-4" 19 B 12'-1 " 27 G 23'-4" 22 E 21'-3" 31 G 5' O 10'-4" 19 9'-2" 26 13'-7" 21 12'-1" 28 13'-3" 21 11'-9" 28 12'-3" 20 1'-10' 28 23'x" 25 20'-8" 33 11'-4" 6' 9'-9"9'-9" 120 B 81-108'-8" 226 C7 12'-92 122 B 11' 8"1 228 G 12'-12'-2" 121 B 11' 6"1, 228 G 12'- 121 B 11 61 228 C7 22 226 E 20 -0'9 332 G 6' r -9" -4" 2" 1 -3" �-0" 22'-0" 6" 9,_8„ 7, 9'-3"9,-3" 121 B 8 -6 226 G 12- 2" 223 B 11'- 227 G 111 1"1 222 B 10'- 227 12'-0"0 221 B 11'-0 0 227 G 20'-10',10' 227 E 19'-0"8,-7" 332 G 7' V_3" 2" 0'-9" -3" 0 -7" l7 �" -2" J 8'-6" 8' 8-1 121 B 8-2",_10" 225 G 11'-8"1'-8" 223 C 10'-;O�" 227 G 10'- �0,-7" 223 B 10' 40'-2" 227 (j 11' 89-9" 222 C 10-69'-7" 227 G 20'-20'-1" 228 E 18'-17,-9" 331 G 8' 8'-10" g 7'-� 9' 8'-7"8'-7" 122 B 7'-9'7 226 G 111 11'-1" 224 C 10'-10 227 G 10'-0 223 B 10'-O9 227 G 111 9 222 C 10'-19'-0" 227 G 19'-19'-2" 228 E 17'-6 7 332 G 9' L -7" -0" 0'-0" -7" -2" g -1" (n 6'-9" , 10 8'-3" 20 B 7'-7" 26 G 10'-6" 22 C 9'-10" 28 G 9'-6". 21 C 9' 6" 28 G 10'x" 21 C 9'-91, 28 G 18'-3" 26 E 6-106' 332 H 10' 8'-3" 22 7' 4" 27 10'-6" 24 9'-7" 28 9' s" 23 9'-2" 28 8'-9" 23 B 8'-7" 27 18'-3" 29 s" IL 6'-2" 11' 8'-0" 20 B 7'-4" 27 G 10'-0" 22 C 9'-7" 29 G 9'-1" 21 C 9'-1" 28 G 9'-10" 22 C 9'-6" 29 G 17' 4" 26 E 16'-4" 33 11' O 8'-0" 23 7'-2" 28 10'-0" 25 9'-3" 28 9'-1" 24 8'-9" 28 8' a" 23 8'-2" 28 17'-4" 29 16'_W 33 r 5'-8" 12' 7'-7" 21 C 7'-2' 27 G 9'-7" 22 E 9'-3" 29 G 8'-8" 21 C 8'-8" 29 G 9'-6" 22 C 9'-2" 29 G 16'-8" 27 E 16'-0" 34 H , 12 7'-7" 23 7'-0" 28 9'-7" 25 9'-1" 29 8' 8" 24 8'-4" 28 8'_W 23 -10" 28 16'-8" 30 15'-7" 33 ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID >- = ESLAB =)a MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAKPOST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. j o Q� Eg 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m 3 C F (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE G 13'-7" 5' 10'-4" 18 B 9'-6" 26 G 13'-7" 19 B 12'3" 28 G 13'-3" 19 B 12'-2" 28 G 13'x" 19 B 12'-2" 28 G 23'-4" 23 E 21'-3" 33 G 5, O 10-3 20 9'-0" 28 13'-4" 22 11'-8" 30 13'-1" 22 11'-6" 30 11'-2" 21 11'-0' 29 23'-1" 27 20'-1" 34 H 6, 121 B 8-108'-6" 227 C7 12'-9"2.8" 223 B 11'-8111-1" 229 G 12'-212-0" 223 B 11'-60'-10' 229 G 12'-610,-3" 222 B 11-610'-0 228 G 22'-0"21'-9" 228 E 20'-0'9-0" 334 GH 6, 11,4" " i 9,_8N 7, " 10 1 B 8'-6 227 G 12'-1"2 224 B 11'-10 229 G 11' 11'-1" 223 B 10'-10'-3" 229 G 11'-79'_6" 222 B 11'-09'-3" 228 G 20'- 229 E 19'-0"8,-0" 333 G 7, 22 8'-1" _0" 6" 20'-8" H J 8'-6" 8' 20 B 8'-2" 25 G 11'-8" 22 C 10'-7" 27 G 10'-7" 21 B 10'-4" 27 G 10'-1 21 B 10'-6" 27 G 20'-1" 26 E 18'-2" 31 H 8' 23 7'-8" 27 11'-6" 25 10'-1" 29 10'x" 24 9'-9" 28 8'-10 23 8'-8" 27 19'-9" 29 17'-3" 33 „ 7 9" 20 B 7'-9" 26 G 11'-1" 22 C 10'-2" 28 G 10'-0" 21 C 10'-0" 27 G 10'-3" 22 C 10'-1" 28 G 19'-2" 27 E 17'-6" 32 H 9' -7 k8-4' 23 7'-4" 28 0'-10 25 9'-8" 28 9'-9" 24 B 9'-3" 28 8'-4" 23 B 8'-2" 28 18'-9" 30 16'-7" 33 6'-9" 10, " 224 B 7'-7'7,-2" 228 G 10'-6"0'-3" 226 C 9'-109' 228 G 9 -6 225 C 9'-6 s 228 G 9' -LL 9"8 224 C 9'-8" 228 G 18'-3" 27 2 E 6 -106,_1" 332 H 10' � 4" 9 3" -9" -0„ g 7'-9" 31 " 224 B 7 -4 229 G 10'-09-9" 226 C 91-7 9 229 G 91 18'-10" 225 Ci 9'-1 229 G 91-3117'-6" 229 G 17'-4'�,-1" 231 E 16' 4"5,-7" 333 H 116" 7 _0" -1" 8'-4" 224 C 71-2"6'-9" 230 G 9'-7"9'-4" 226 E 9'-3 8 230 G 81 8"8 225 C 81_g 8 230 G 8'_1 A3C W9-4"�_, G 16'-B'6 232 E 16'-0"5,-1 " 333 H 12' -9" �" -1" 6'-10"230 -4" z ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.COL SPACING Z)o MAX•POST FTG. 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. MAX•POST FTG. MIN. MAX.POST FTG. MIN. MAX•POST FTG. MIN. D o ^Z ON SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m 3 (2), (3) cr (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE Ir 13'-7" 5' 10'-4" 19 B 9'-3" 28 G 13'-7" 21 B 12'-2" 30 G 13'-3" 21 B 12'-0" 29 G 12'-6" 20 B 12'-0" 29 G 23'-4" 25 E 20'-1 34 H 5' O 10'-0" 21 8'-8" 29 13'-1" 23 11'-4" 31 12'-7" 23 11'-2" 31 10'-3" 22 10'-1' 30 22'-6" 28 19'-7" 36 J r11, 6, 9'-9°9,-6" 222 B 8'-98'-2" 228 (i 12'-9"2'�" 224 B 11' 60'-8" 230 �,7 12'- 11-6" 224 B 11'-�0-7" 230 C7 11' 49,x„ 222 B 11'-39'-2" 229 G 22' 0" 229 E 19'-8"8�" 335 H 6, -IFN -2" I 9,_8" 7' 9'-3"9,-0" 2 B 8 -4 228 G 12'-11 225 B 10'-10.2" 230 G 11'- 224 B 10'-80'-0" 230 G 10'-78 223 B 10'- 229 G 20'- 20'-2" 230 E 18'-9'7-6" 335 H 7, 23 7'-9" -8" C 0 -8" 9" 8'-7" I J 8'-6" 8' 8'-10" 21 B 8'-0" 26 G 11'-8" 23 C 10'-6" 28 G 10'-7" 22 B 10'-3" 28 G 10'-0" 22 B 9'-10" 28 G 20'-1" 27 E 18'-0" 33 H 8' 8-7 24 7'-6" 28 11'-1" 26 9'-9" 30 10'-0" 25 9'4" 29 8'-2" 23 8'-0" 28 19'-2" 31 16'-9" 34 7'-7" g' B 7'-8" 27 G 11'-1" 23 C 10'-1" 28 G 10'-0" 23 B 9'-9" 28 G 9' 4" 22 B 9'�" 28 G 19'-2" 28 E 17'-3" 32 H 9' LL 7'-2" 29 10'-6" 26 9'-4" 29 9'-4" 25 C 8'-10" 29 7' s" 24 7'-7" 29 18'-1" 31 16'-1" 34 (n 6'-9" 10' m B 7'-6" 28 G 10'-6" 24 C 9'-8" 28 G 9'-6" 23 C 9'-3" 28 G 8'-10" 23 B 8'-10" 28 G 18'-3" 29 E 16'-8" 32 H , 10 7'-0" 30 9'-10" 27 9'-1" 30 8'-6" 25 8'-1" 30 T-0" 24 T-2" 30 17'-2" 32 15'-7" 34 6'-2" 11' B 7'-3" 29 G 10'-0" 24 C g'-4" 29 G 9'-1" 24 C 8'-10" 29 G 8'-6" 23 C 8'-6" 29 G 17'-4" 29 E 16'-2" 33 H 11' O C 6'-9" 31 9'-6" 27 E 8'-9" 31 7'-9" 25 7' 4" 31 6'-4" 24 B 6'-10 31 16'-4" 33 5'-8" 7'-7'7'-1" 225 C 71-1 6 231 G 9-7- 228 E 9'-2 231 G 8 -8"7 225 C 8 -6 231 G 8'-2"5 2 C 8.116'-7" 231 G 16'-8"5,-9" 333 E 15'-8'4,-8" 333 H 12, -7" 9'-1" 8'-6" 6'-9" -9" 24 B I 12� 2 04 ti W CD M w 00 CJS N M L 2 o0� w ¢W U)w`l W W M W LL CM o00 U Z 000 U) ch PF S 5885 OF CAO 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB # 157071-1 DATE 313!2015 DRAWN BY MAP CHECKED OKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 15 15 OF 50 SHEETS I 0 2 0 3 0 4 0 5 0 6 0 7 0 8 A o 00 B o C 0 D o E 0 F o G o H o 1 o J. ATTACHED FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 7"1 -BEAM W/ (1 "C" INSERT G 7" I -BEAM H W/ 2 "C" INSERTS I DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" OR ^ 3"x8"x0.042" BEAM } ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID,� FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOL/D } ^=MAX.COL ^ L L SPACING ON SLAB (2), (3) �o m F jo m F MAx•FOST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAx.POST FTG. MIN. MAx.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN, POST TYPE MAx.POST FTG. MIN. MAx•POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAx.POST FTG. SPACING (IN.) (SPAN) (1) MIN, POST TYPE MAX -POST MAx.POST FTG, FOR DIEL. FOR 31"x8' (IN•) 2'x6.5'x0.03Y BEAM (1) MIN. POST TYPE MAx•POST MAx.POST FfG. FORCDBL. FOR 3I x8" (IN.) 2'x6.5'x0.032 BEAM (1) MIN. POST TYPE 13'-7" 5' 26'-9" 26'-9" 23 26 E 24'-4" 23'-8" 32 34 G H 29'-6" 2g'-0^ 24 27 E 26'-1 26'-2" 33 35 H I 16'-0" 16'-0" 20 22 B 16'-0" 15'-3" 29 30 G 13'-2" 12'-7" 13'-8" 2'-10" 19 21 B 13'-2" 12'-3" 13'-8" 12'-7" 27 29 G 5, Q 11,-4„ g' 25'-3" 25'-3" 24 27 E 23'-0" 22'-4" 31 33 G H 27'-9" 27'-9" 25 28 E 25'-3" 24'-7" 32 34 G H 14'-7" 14'-7" 20 23 B 14'-7" 14'-0" 28 29 G 12'-1" 11'-6" 12'-6" 1'-9" 19 21 B 112'-1" [--112" 12'-6" 11'-6" 27 28 G 6, r 9,_8„ 7, 24' 24'-0" 228 E 21'- 21'-3" 333 G H 26 26'-4" 229 E 24'-0" 3,x,. 334 H 13'-6� 3,-6" 223 C. 13 -6'3'-0" 229 G 1:1'-;°p,�„ 11' - 0'-10 -f-222 g 11'-1'0 �" 11-7" 10�-8" 227 G 7' � 8'-6" 8' 23'-0" 23'-0- 26 29 E 20'-1 20'-3" 32 32 H 25'-3" 25'-3" 27 30 E 23'-0" 22'-4" 33 33 I""I 12'-8" 12'-8" 21 24 C 12'-8" 12'-2" 28 28 G 10' 6" 10'-0" 10'-1 10'-2" 20 22 g 10' 6" 9'-9" 10'-1 10'-0" 27 27 G 8' J LL U) Q 7'-7„ 9' 22' 22'-1" 230 E 20'-119,-7" 333 F'{ 24'-3 4,-3" 231 E 22'- 21 �-7" 334 H 1 12'-0' 2,-0" 224 C 12'-0"1'-6" 229 C7 9'-109 �" 10'- 9' 8" 223 C B 9'-109 -2" 10'-29'x" 227 G 9' 6,_9„ 10, 21' 21'x" 231 E 19'-48'-10 333 H 23' 23'-6" 232 E 21 20'-9" 334 11'-411'x" 225 C 1V4" '-10" 229 G 94" 9'-0" 9 29'-2" 223 C 9 -4 8 g" 9'-2 8 -6" 227 G 10' 6,_2„ 11, 20'- 20 $" 231 E 18'-98 -3" 334 � 22 22'-9" 232 -2"33510'225E10'-1309'-0"8'-4" 10'-4"29G8'-7"8'-4"238'�"7'-8"285'-8" 21C9'-0" 8'4"2G11' 12'20'-1" 20'-1"3217-93522-1339'-7" 28E18'-3" 35I22'1" 29 i[2�0'-81. 3610'-4" 35 10'x" 23E•10' 26 -430G8' 10'-0" 30 -7"7'-8"21C8'-7" 8'-2" 7'-8" 23 8' - 0" 7'-8"G12' = MAX.COL SPACING ON SLAB (y). (3) �' = � o m 3 F ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID' FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID � a j p m F MAx.POST FTG. SPACING (IN.) (SPAN) (1) ( MIN, POST TYPE MAx.POST FTG. MIN, MAx.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAx.POST FTG. MIN. MAx.POST FTG. SPACING (IN.) POST SPACING (IN.) TYPE (SPAN) (1) (SPAN) (1) MIN. POST TYPE MAX -POST FTG. SPACING (IN.) (SPAN) (1) MIN, POST TYPE MAx•POST MAx.POST FTG. SPACING SPACING (IN.) FOR DBL. FOR 3"x8" 1 Yx6.Sx0.032' BEAM () MIN. POST TYPE MAx.POST MAx.POST FTG. SPACING SPACING (IN.) FOR DBL. FOR 3"x8" 2'x6.5'x0.032' BEAM () MIN. POST TYPE Q 13'-7„ 5, 26'-26-6" 228 E 24' 23'-1" 336 H I 29 29'-2" 229 E 26'-25"�" 336 I K 16'-0'4,-10 222 _B 16'-0'4,-7" 331 G 13'-12'-7" 13-8'1_8" 221 B 13'-�"2 -3" 13'-8"1,-0., 230 G 5' r11,x„ 6, 25'-34'-10' 22g E 23' 21'-9" 335 H I 27 27'-6" 230 Ir E 25'-23,-10 336 H K 14'-713,-8" 223 B 14'-1"3,�,. 231 G 12,_ 1„1 -6" 12'-60,$,. 222 B 12,_ 1 12 -6'0'-6" 229 G 6' 9,_8„ 7, 24' 23'-8" 23p E 21'- 20.-8" 334 H I 26 26'-1" 231 E 24'- 22,-9" 335 H 1 13'-6'2,-8" 223 C 13'-6 2,-4" 230 G 11'-1'O -8" 11'-70'-0" 223 B 11'-10-4" 11'-79'-8" 228 G 7. i 8'-6" 8' 23'-0" " 22 -8 27 31 E 20'-1 19'-9" 32 34 H 25'-3" 25'-0" 28 32 E 23'-0" 21'-9" 33 35 H I 12'-8" 11'-10 21 24 C ' 12'-8" 11'-7" 28 30 G 10'-0" 10'-1 9'-3" 21 23 B 10'-6" 9'-9" 10'-1 9'-1" 27 28 G 8' J vi � � Q 7,_7„ 9' 22'-1" 28 21'-9" 32 E 20'-1" .33H3 24'-3" 29 19'-0" H 24'-0" 33 E 22'-1" 34 H 12'-0" 22 21'-0" 35 I 11'-2" 24 C 12'-0" 29 11'-0" 29 G 9'-10" 10'-2" 22 9'-4" 23 C B 9'-10" 10'-2" 28 9'-2" 8'-7" 28 G 9' 6'-9" 10, 21' 21'-1" 232 E 19'-48 �^ 333 H 1 23 23'-2" 233 E 21'4" 20'-2" 35 � 11'-41p,-8" 225 C 11'-4"0 �" 229 1 G 0" 9-2- -8'-4" 224 9'-4- 9' -LL C B 9'-4" g�_g^ g'-2'�,-9" 228 G 10' 6,_2„ 11, 20' 20'-0" 233 E 18'-97 -9" 334 I 22 22,-6" 334 E 20'- 9'-7" 335 I J 10 10'-2" 225 E 10'- 9'-10" 329 G 9 -0 8'-7" 8,�8'-0" 224 �i 9'-p 8 -4" 8'-4" ,_1 ^ 229 G 11' 5,_8„ 12, 20' 20'-19'-10 334 E 18'-3" 7'-3" 334 � 22' 21'-10' 335 E 20'-11'g _1" 335 J 10'-4'9,-9" 226 E 10'-49 -6" 330 C7 81-7 224 C 8'-7" -p" 7'-8 6 '-7- 7" 230 G 12' r =MAX.COL. a" SPACING ON SLAB (Z) (3) ~ � � o C-0 � � ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLD ATTACHED SOLID FREESTANDING SOLID � o m 3 F MAx•POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAx.POST FTG. MIN. MAx.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN, POST TYPE MAx.POST FTG. MIN, MAx.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAx.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST MAX.POST FTG. FOR SPACING FOR SPACING x8" (IN.) 2'x6.5'x0.032' BEAM (1) MIN. POST TYPE MAX.POST MAX.POST FTG, FOR DBL FOR SPACING(IN.) 2'x6.5'x0.032' BEAM (1) MIN. POST TYPE Q 13'-7" 5' 26'- 25'_9" 229 E 24'-0" 22'-4" 35 37 I K 29'-6" 28'-6" 27 30 E 26'-4" 24'-8" 36 38 K 16'-0" 13'-8" 22 24 B 15'-7" 13'-4" 32 32 G 13'-2" 12'-7" 13'-1" 0'-9" 20 22 B 13'-2" 12'-3" 13'-0" 10'-7" 27 29 G 5, r 11,-4„ g' 25'-34'-3" 230 E 22'-7" 1'-1" 337 I K 27 26'-9" 231 E 24'-23'-3" 337 1 K 14'-7" 2'-7" 224 6 14'-3" 31 12'-3" 32 G 12'-1" 12'-0" 21 11'-6" '-10" 23 g 12'_1" 27 11'-2" 9'-8" 28 G , 6 9'-8" 7' 24'-0" 23'-1" 28 31 E 21'-6" 20'-1" 34 36 H K 26'-4" 29 32 E 23'-8" 22'-1" 35 37 I K 13'-6" 11'-8" 23 25 C 13'-2" 11'-4" 30 31 G 11'-2" 10'-8" 9'-2" 22 23 B 11'-2" 10'x" 11'-1" 9'-0" 27 27 G 7, 8'-6" 8' 23'-0" " 22 =1 29 32 E 20'-7" 19'-2" 34 36 H I 25'-3" ----24'x" 30 33 E 22'-8" 21'-2" 35 37 I K 12'-8" 10'-10 24 26 C 12'-4" 10'-8" 30 30 G 10'-6" 10'-0" 10'-4" 22 24 B 10'-6" 9'-9" 10'x" 8'�" 27 27 G 8' J �,_�„ 9' 22'-1" 29 21'-3" 33 E 19'-9" 34 H 24'-3" 30 18'-6" 35 I 23'-6" 34 E 21'-9" 34 I 12'-0" 24 20'x" 36 K 10'-3" 26 �! 11'-8" 29 10'-1" 30 G 9'-10" 9'-9" 23 9' 4" 8'-1" 24 C B 9'-10" 9'-8" 27 9'-2" -10" 27 G 9 21'x" 30 19'-1" 34 H a2'3 � I i 2 ti W � W W 00 � Lu � W � . W W ch 0.)M U � Co Z M �Q rn Q�FEss/ (�� $58.8. � OF t;pl�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DOTE DESCRIPiIDN 4 STEL JOB # 15.1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -16 160F 6'-9' 10 E E9' 21'-1" 34 I 11'-4" 25 11'-1" 29 9'-4" 9'-2" 23 9'-4" 8'-9" 28 , 20'-7" 34 17'-10 35 I -8"36J9'-9" 27C9'-7" 30G9'-0"8"C8'�"7'-2" 27G106,_2„11,20'-89'-10'335E18'-6;-3335IJE20'-491336IJ10-19°-4"227E10'-7g'-2"231(j9-08.-7^8-4".�„225Cg'-08-0"8'-06-7"228G11' S'-8„12,20'-19'-3"335E18'-06,-9"334IJ E 19'-9'�8,-6" 335 J 10'-4'9.-0" 227 E 10'-28 331 H 8'_7 225 C 8'-7"7 7'-4 6 228 G 12' -9" G -4" -0^ 50 SHEETS 2 ti cp W n N o VFW" W LJJ M M o U rn r cco Z o Q M cNt rn FESS1(}�l �9 co o S 5885 � 1 OF Opl 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS ntnwc anre oescwano" n STEL X06 a 15-1071-1 DATE 313/2015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -17 17 A o B o C o 0 o E o F o G e H o 1 o 1 ATTACHED &FREESTANDING SOLID 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 DBL. 3"x8"x0.042" BEAM L DBL. 3"x8"x0.042" BEAM M W/ 14 GA. STL. INSERT N W/ 12 GA. STL. INSERT � W/ DBL. 14 GA. STL. INSERT P W/ DBL. 12 GA. STL. INSERT 0 ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } = MAX.COL. o �o MAX.POST FTG. 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. MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FfG. MIN. SPACING ON SLAB m 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m � (p) (g) F (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (�) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (,) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 13'-7" 5' 19'-3" 21 C 19'-3" 30 G 18'x" 21 �' 18'-4" 30 G 20'-1" 21 C 20'-1" 30 G 25'-1 23 E 25'-1 32 H 28'-4" 24 E 27'-8" 35 J 5, z O 18'-1" 23 17'-8" 31 23 17'-8" 31 20'-1" 24 19' 4" 32 26 4'-10' 34 28'-4" 27 27'-0" 37 17'-1'6 224 C 17'-16,-1" 231 G 16'-9 6 224 C 16'-9"6,-2" 231 G 18'x"8 225 C 331 G 23 227 E 23'-8" 32 f'I 25'-1 25 E 25, 1 34 J 6 6, -0„ -9" �„ 23' 8" 22'-9" 33 25'-10" 27 24'-10" 36 � 16'-1'5 224 C 16'-15'-0" 230 G 15' 15'-7" 24 Ci 15' -115' 230 C7 E 17'-116 331 G 22'-22 227 E 22'- 333 H 24' 228 E 24'- 23,-1" 335 7, 9,_$" 7, -3" .32H2 0" -LL -4" -0" 211'-1" 24'-0" `� 0 8'-6" $' 15'-3" 23 E 15'-3" 30 G 14'-7" 22 E 14'-7" 29 G A7g22 E 16'-0" 30 G 20'-7" 25 E 20'-7" 32 22'-6" 26 E 22'-6" 34 J $, 14'-4" 25 14'-0" 29 14'-7" 25 1" 29 15'-4" 30 0'-7" 28 19'3222-6'2921'34 7,_�„9'14'-4" 23E14'x"30G13'-9" 23E13'-9" 30G E15'-1"21G19'-4"25EV16'-9- 33H21'-2" 26E21'-2" 359' 13-72513'-2" 3013'-9"2613'-3"30 14'-6" 30 19'-4" 29 32 21'-2" 29 20' 4" 35 3 13'-8" 24 E 13'-8" 31 G 13'-1" 23 E 13'-1" 30 G 14'-3" 24 E 14'-3" 21 G 18'x" 26 E 33 H 20'-1" 27 E 20'-1" 35 J , 10 � 6'-9' 10 12'-10" 26 12'-7" 30 13'-1" 26 12'-7" 30 14'-3" 27 13'-9" 31 18'-4" 29 33 20'-1" 30 19'-4" 35 11' 13'-1" 24 E 13'-1" 31 12'-6" 24 E 12'-6" 31 G 13'-8" 24 E 13'-8" 31 G 17'-7" 26 E 34 Fi 19'-2" 27 E 19'-2" 36 O 6'-2" 12'-3" 26 12'-0" 30 G 12'-6" 26 12'-0" 30 13'-8" 27 13'-1" 31 17'-7" 30 33 19'-2" 30 18'-6" 35 12'-6" 24 E 12'-6" 31 G 12'-0" 24 E 12'-0" 31 G 13'-1" 25 E 13'-1" 32 G 16'-9" 27 E 34H18' -4"28E18' -4"36J12' 0 12' 11'-9" 273112'-0"2711-63113-12812'-7"3216'-9"30 34 I 18'x" 31 17'-8" 36 } �x ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOL/D ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOL/D } a MAX.POST FTG. 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. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. 4 = � o jp a. SPACING ON SLAB m � SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m 3 (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE F (2),(3) 5' 19'-3" 22 C 19'-3" 32 G 18'-4" 22 C 18'-4" 31 G 20'-1" 22 C 20'-1" 32 G 25'-1 24 E 25'-1 34 H 28' 25 E 27'-8" 35 I 5, O 13'-7" 16'-6" 24 B 16'-1" 32 17'-4" 24 17'-0" 33 H 19'-0" 25 18'-6" 33 H 24'-4" 27 3'-10' 36 K 26'-8" 28 26'-1" 37 K 0 r 17'-7" 23 C 17'-7" 31 C7 16'-9" 22 C 16'-9" 31 G 18'-4" 23 C 18'-4" 31 G 23'-8" 25 E 23'-B" 33 H 25'-1 26 E 25'-1 34 H 6, 6' 15'-1" 25 14'-8" 32 5'-10' 25 15'-6" 32 17'-4" 26 33 H 22'-3" 28 21'-9" 35 I 24'-4" 29 23'-9" 36 J � 9,_$„ 7, 16'-1'4 225 �i 161 13'-8" 331 G 151 14'-8" 23!_ Ci 15'-14 331 G 17'-116,-1" 226 E 17'-115'-8" 332 G 221 229 E 22'- 20,-2" 3 H 24'- 22'-7" 229 E 24'- 22,-1" 335 H 7, _0 1. �" 0'-8" 34 I J 8'-6" $' 15'-3" 24 E 15'-3" 30 G 14'-7" 23 E 14'-7" 29 G 16'-0" 24 E 16'-0" 30 G 20'-7" 26 E 20'-7" 32 H 22'-6" 27 E 22'-6" 33 H $, s 13 -1 ' 26 C 12'-9" 30 13'-9" 26 13'-6" 31 15'-1" 27 14'-8" 32 19'x" 29 34 21'-2 30 20'-8 34 I (n 7'-7" g' 14'-4" 24 E 14'-4" 30 G 13'-9" 24 E 13'-9" 30 G 15'-1" 25 E 15'-1" 31 G 19'-4" 27 E 19'-4" 32 H 21'-2" 27 E 21'-2" 34 H 9, � 12 � 26 12'-1" 30 13'-0" 27 12'-8" 30 14'-2" 27 13'-10" 31 H 18'-3" 30 7'-10 33 20'-0" 31 19'-6" 34 I 6,_9„ 10, 13'-8';'-8" 227 E 13'-8"1,-6" 330 (j 13'-12'-4" 227 E °2 13'-112--1 330 G 14 � 228 E 14'- � 331 H 18'-4'7'-4" 230 E 18'-4"7'-0" 3 I"I 20'-119,-0" 231 E 20'-118'-6" 333 H 10, � -1" H 3'-6" 3,-2" 33 I e 6,_2„ 11, 13'-111'-2" 227 E 13'-11'-0" 330 H 12'-6"1.-9" 228 E 12'-6"1'-6" 330 G 13 228 E 13'-8"2'-7" 331 H 17'-16,-7" 231 E 17'-16'-2" 333 H 19'-218,-1" 232 E 19'- 1'7.8, 334 O H 2'-10" r 5,_8„ 12'-6'O,-8" 227 E 12'-60,-0„ 330 F'I E12'-0111-1"330I--I13'112-4229E13'-112•-1"332H16'90"2E16'-95'-6"333H1187�"232E18'-4"33412' 12, 6 rATTACH!EDSOI ATTACHED SOLID FREESTAND/NG SOLID /D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOL/D MAX.POST FTG. 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. MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.COL o < � ] o ^= I1 SPACING ON SLAB � m � SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m � e C (2).(3) � (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE G 5' 18'-4" 23 C 18'-3" 33 H 18'-4" 23 C 18'-0" 33 H 20'-1" 24 C 19'-8" 34 H 25'-1 26 E 25'-3" 36 J 28'-4" 26 E 27'-3" 37 K 5, O 13'-7" 15-1" 24 B 14'-9" 33 16'-0" 25 B 15'-7" 34 17'-4" -:1 6 17'-1" 35 I 22'-4" 28 1'-10' 37 K 24'-6" 29 24'-0" 38 r11,x„ 16'- 225 C 16'-93'-6" 332 C7 16'-94-7" 226 C 16'-6'4,-3" 333 G 185'-10' 226 C 18'-015_7" 334 H 23'-20-6" 229 E 23'-20,-1" 336 I 25'-22'x" 230 E 25'-1'-10" 337 J 6, 6, 3'-10" H K IC 7 � 7, 15'-12,-9" 226 (� 15'-6 332 G 151 226 C 15'-113'-2" 332 C7 17'-114,-9" 227 E 16'-8"4'-6 333 G 22'-0" 229 E 21'-6'8,-7" 3 H 230 E 23'- 20'-3" 336 I 7, 9,_8„ 2'-7" 13'-6" , H 19'-0" 35 124 20'-9" K 31 15'-7"3417'-4" J $' 14'-7" 25 E 14'-6" 31 G 14'-7" 25 E 14'-3" 31 G 16'-0" 25 E 15'-7" 32 20'-7" 28 E 20'-1" 34 H 22'-6" 29 E 22'-0" 35 I $ILL 1 8'-6" 12 -0 " 26 C 11'-9" 31 12'-8" 27 C 12'-4" 32 13'-10' 28 13'-6" 32 H 17'-9" 30 17'-4" 35 I 19' 6" 31 19'-0" 35 0 ,_ 13'-9" 13'-8" 30 H 13'-9"25 1'-1 9 13'-6"30H H 12'-0 15'1"14'-8"3119'-4"2819'-0"3321'_2^ E 11'-8"0,-1" 331 H 13'-111 230 E 12'-911 331 16'-9 4 332 29 16'-6 20'8" 34 H9' 333 E 18'-0 �5,-7" 334 779 12' 31 G12' -0"27E11'-8" 0'�" 31 G 13'-1"8E12'-9" -4 32 H16'-9" =1" 31E16'-4" I --I -7" 34H18'x"32E8'-0"35 4'-3" 33 I 13'-1"26E12'-9"30fi26E14'-0" 31 129E18'-0" 33H20'-1" 30E19'8" 34H, 6'-9" 10'13'-0"30H 10'-7"30 G 11'-4"281'-7"31 1-4"2912'-1"31 H16'-0 126112'-6 8 2 ti cp W n N o VFW" W LJJ M M o U rn r cco Z o Q M cNt rn FESS1(}�l �9 co o S 5885 � 1 OF Opl 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS ntnwc anre oescwano" n STEL X06 a 15-1071-1 DATE 313/2015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -17 17 " 31 15'-7"3417'-4" 32 17'-1"35 I106,_2„112' -6'O, -60' 331F••I17'1'5-2"232E17'-24'-10'333H19'-�6�-7"333E18'-9"6,-3"3345,_8„12,12'- -3"331H12' -1028E10 -7"331H11'-10'22913'-4"1-7" 1'-1 9 331 H 12'-0 229 E 11'-8"0,-1" 331 H 13'-111 230 E 12'-911 331 16'-9 4 332 E 16'-6 3 I 18'-45'-10 333 E 18'-0 �5,-7" 334 I 12' -8" 0'�" -4 =1" I --I -7" 4'-3" 33 OF 50 SHEETS