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PMT16-02082 City of Menifee Permit No.: PMT16-02082 29714 HAUN RD. Type: Residential Addition �61CCEl-/? MENIFEE, CA 92586 MENIFEE Date Issued: 07101/2016 PERMIT Site Address: 30467 NAPA ST, MENIFEE, CA 92584 Parcel Number: 360-472-014 Construction Cost: $2,186.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL 242 SO FT SOLID ALUMAWOOD PATIO COVER W/ELECTRICAL 1 FAN Work: Owner Contractor CAROLYN MACK GUTTERS N COVERS CONSTRUCTION INC 30467 NAPA ST 19069 VAN BUERN BOULEVARD#114 MENIFEE, CA 92584 RIVERSIDE, CA 92508 Applicant Phone:9516728022 REBECCA HALL License Number: 945962 GUTTERS N COVERS CONSTRUCTION INC 19069 VAN BUERN BOULEVARD#114 RIVERSIDE, CA 92508 Fee Description Oft Amount 151 Receptacle, Switch, Outlet&Fixture 1 116.00 Building Permit Issuance 1 27.00 Deck/Patio, non-standard 1 133.00 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 1.00 General Plan Maintenance Fee-Building 1 6.65 General Plan Maintenance Fee-Electrical 1 5.80 $290.45 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications orfrom preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance.or where the work commenced is suspended or abandoned for six months.shall expire,and fees paid shall be forfeited. AA_Bldg_Permit_Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION ❑ 1 am exempt from Iicensure under the Contractors'State License Law fort I hereby affirm under penalty or perjury that I am licensed under provisions of following reason: Chapter 9(commencing with section 7000)of Division 3 of the Business and By my signature below I acknowledge that,except for my personal residence Professions Code an y license is in full force and effect. which I must have resided for at least one year prior to completion License Class Lice s Improvements covered by this permit, I cannot legally sell a structure that I ha, Expires W2o 1lo Signature II built as an owner-building if it has not been constructed in its entirety by license contractors. I understand that a copy of the applicable law, Section 7044 of 0 WORKERS'COMPENSATION DECLARATION Business and Professions Code,is available upon request when this application submitted or at the following Web site: ❑ 1 hereby affirm under penalty of perjury one of the following declarations: htt • rle i . ov/calawhtml. I have and will maintain a certificate of consent of self-insure for workers' 1 to _ compensation,issued by the Director of Industrial Relations as provided for by Date Section 3700 of the Labor Code, for the performance of work for which this permit is issued. Property Owner or Authorized Agent Policy# ❑ By my Signature below, I certify to each of the following: I am the proper %?'—1 have and will maintain workers' compensation insurance, as required by owner or authorized to act on the property owner's behalf. I have read th section 3700 of the Labor Code, for the performance of the work for which this application and the information I have provided is correct I agree to comp permit is issued.My workers'compensation insurance carrier and policy number are: with all applicable city and county ordinances and state laws relating to buildir construction.I authiprize representatives of this city or county to enter the above Carrier �ap�44&7n j� identifie he-iespection purposes. Policy# 5WC. IOirLoU(o Expires -71'L31lfo Date Z- 7sl-16 Property err or Authorized Agent (This section need not be completed if the permit is for Cily Business License# n3 sssy one-hundred dollars($100)or less) a HAZARDOUS MATERIAL DECLARATION ❑ 1 certify that in the performance of the work for which this permit is issued,1 shall not employ any persons in any manner so as to become subject to the Will the applicant or future building occupant handle hazardous material or; workers'compensation laws of California, and agree that if I should become mixture containing a hazardous material equal to or greater that the subject to the workers'compensation provisions of Section 3700 of the Labor amounts specified on the Hazardous Materials Information Guide? Code,I shall f h ith mply with those provisions. ❑YES.-I�NO Applicant; ' Date; iln Will the intended use of the building by the applicant or future building occupant require a permit for the construction or modification from South WARNING: FAILURE TO SECURE WORKERS' Coast Air Quality Management District(SCAQMD)?See permitting checkils COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL forgufdeli as SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND AYES NO CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, Will the proposed building or modified facility be within 1000 feet of the cute DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of a school? LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑YES r,&NO CONSTRUCTION LENDING AGENCY I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm that under the penalty of perjury there is a construction lending permitting checklist.I understand my requirements under the State of agency for the performance of the work which this permit is issued (Section California Health&Safety Code,Section 25505 and 25534 concerning 3097 Civil Code) hazardous material reporting. OWNER BUILDER DECLARATIONS ,CJ!YES ❑NO I hereby affirm under penalty of perjury that I am exempt from the Contractor's Date 2-7s)—L(o License Law for the reason(s)indicated below by the checkmark(s)I have placed PROPERTY NER OR AUTHORIZED AGENT next to the applicable item(s)(Section 7031.5. Business and Professions Code: Any city or county that requires a permit to construct,alter, improve,demolish, EPA RENOVATION,REPAIR AND PAINTING(RRPI or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors provisions of the Contractor's State License Law(Chapter 9(commencing with receiving compensation for most work that disturbs paint in a pre-1978 Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firms and comply with she is exempt from Iicensure and the basis for the alleged exemption. Any required practices.This includes rental property owners and property violation of Section 7031.E by any Applicant for a permit subjects the applicant to managers who do the paint-disturbing work themselves or through their a civil penalty of not more than($500).) employees.For more information about EPA's Renovation Program visit: ❑ I, as owner of the roe www.epa.gov/lead or contact the National Lead Information Center at property,rty, or my employees with wages as their sole 1-800-424-LEAD(5323). compensation,will do( )all of or( )porting of the work, and the structure Is not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property ❑An EPA Lead-Safe Certified Renovator will be responsible for this project who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, Certified Firm Name: the building or improvement is sold within one year of completion,the Owner- Builder will have the burden of proving that it was not built or improved for the Firm Certification No.: purpose of sale). ❑ 1, as owner of the property an exclusively contracting with licensed No EPA Lead-Safe Certified Firm is required for this project because: contractors to construct the project(Section 7044,Business and Professions Code:The Contractor's License Law does not apply to an owner of a property who builds or improves thereon, and who contracts for the projects with a licensed contractor(s)pursuant to the Contractors State License Law). If your project does not comply with EPA RRP rule please fill out the RRP BUILDING a SAFETY PERMIT/PLAN CHECK APPLICATION 44 1 '-`Menifee Menifee DATE PERMIT/PLAN CHECK NUMBER TYPE: ❑COMMERCIAL 6ESIDENTIAL ❑MULTI-FAMILY ❑MOBILE HOME ❑POOL/SPA ❑SIGN SUBTYPE: ❑ADDITION []ALTERATION ❑DEMOLITION []ELECTRICAL ❑MECHANICAL ff?NEW []PLUMBING ❑RE-ROOF-NUUnMBEROFSQUARES DESCRIPTION OF WORK � l_.' PROIECTADDRESS zat-ii - I V hh � LA{ "/' �yj(( ASSESSOR'S PARCEL NUMBER y �f�atil'� LOT S'I TRACT Ol�O� OWNER NAME .�1 t/Q 1,1 ADDRESS (�lJ 1 �' V V {K cklT PHONE 9SI S9C, S 3` 06 EMAIL APPLICANT NAME L G 1^ • ('� ADDRESS \qUQ/\ PHONE n, `DM O-L?, EMAIL CONTRACTOR'S NAME StC(xr- - OWNER BUILDER? [JYES�900 BUSINESS NAME V ADDRESS Dua�1 `.�c C1�J��f ('2(� Z+V W PHONE qS' W�2 gt,112 _ EMAIL e LL;F t-c*, Cs-wl CONTRACTOR'S STATE LIC NUMBER 94s%( LICENSE CLASSIFICATION VALUATION$ ZI la S FT 7qz LSQFT APPLICANT'S SIGNATURE DATE ... -j CITY STAFF USE • DEPARTMENT DISTRIBUTION 'rACITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN •v SMIP V" INVOICE 0 PAIDAMOUNT AMOUNT OCASH OCHECKR OCREDIT CARD VISA/MC PLAN CHECK FEES PAIDAMOUNT I OCASH OCHECKB OCREDITCARD VISA/MC OWNER BUILDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER O YES O NO City of Menifee Building&Safety Department 29714 Haun Rd.Menifee, CA 92586 951-672-6777 www.cityofineni/ee.us inspection Request Line 951-246-6213 EDGER & TRACK IN PECTION REQUIRED �= F_ —� Ids ++ 6` Build ng & Safety Dept. CITY OF MENIFEE0009 d �` BUILDING AND SAFETY DEPARTMENT J PLAN APPROVAL � REVIEWED BY ' DATE 'Approval of these plans sha'I oo,or:a, trued to he a permit for,or an aporevai of,any violation of arc;pro mns of the federal,state or city regulations and ordinances. In st be kept on the jobsite until completion. Nc S� C�Y��y��n l'vtctc.(z �}1vwa�nuv,,,Pv.*i�Cc�Je�r YYl cv) g2slbq B3HB Va1v,��2lQ,kn" 0 D I "To 5ctA} A 6 G D F G H I J LEDGER & TRACK � N PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS INC. iogipw CD �, NCD GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE: 1 LU M c� GOVERNING CODES: L: Q d1 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE RESIDENTIAL APPLICATIONS-CRC AND IRC APPENDIX H.CBC AND IBC CHAPTER I6.CBC& / (� 2012RESIDENTIALCBClIBC EQUIVALENT CRC IRC :D015 INTERNATIONAL BUILDING AND RESIDENTIAL CODES,2013 CALIFORNIA BUILDING AND IBC APPENDIX CHAPTER I. _ RESIDENTIAL CODES,ASCFJSEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ROOF LIVE AND SNOW LOADS:10.20,25,30,4D&50 psf.(SNOW LOADS AT GROUND WIND SPEED WIND SPEED X AND THE 2015 ALUMINUM DESIGN MANUAL-ADM.COLUMNS BEARING ON CONCRETE SLAB IS IN LEVEL 25,30,40850 psq L 110 MPH BS MPH uJ L¢ ACCORDANCE WITH 2012J20151RCAND 2013 CRC SECTIONAH105,2 FOR 10 Psf RESIDENTIAL CONSTRUCTION COMMERCIALAPPLCATIONS-CBC AND IBC CHAPTER 16. [If AND ACI 318-14 FOR 2D,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. ROOF LIVE AND SNOW LOADS:20,25.30.40&SO psf.(SNOW LOADS AT GROUND LEVEL LL7 25.30.4D&50ps0 120 MPH 93 MPH Q z Ep DRAWING NOTES: ADDITIONAL DESIGN REQUIREMENTS: 130 MPH 101 MPH o O L 2.ALL ITEMS PERTAINING TO EACH INSTALLATION ITYPE OF ROOF PANEL,HEADER SPAN,COLUMN SIZE; 2 ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. co Tn 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE 1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOFAPPLICATIONS. SEE CONVERSION METHOD,THIS PAGE, C) U) O MANUFACTURER DESIGN LOADS AND ENCLOSASILTTY. 2. BASIC WIND SPEEDS:110,120,130 MPH,EXPOSURES B AND C. FOR APPLICATION AND USE. N �' M 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE,UNLESS OTHERWISE 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY:II,11. NOTED,AND DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE 4.SEISMIC BASE SHEAR:17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. lzt AND DIRECTTHE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS. 5.SEISMIC DESIGN PARAMETERS: SITE DESIGN PARAMETERS: TECHNIQUES,SEQUENCES AND PROCEDURES. SITE CLASS:D 5.THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE SEISMIC DESIGN CATEGORY:D SITE ADDRESS: AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE MAPPED SPECTRAL RESPONSE COEFFICIENTS:S�150,S,=0-B,Sm=1.0.Sq D.50 3ou�ES Naga SY e�K$IQ1N( SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED RESPONSE MODIFICATION FACTOR,R:1.25 CHANGE ORDER. e. OA.BUILDING HEIGHT S. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL A LEASTNGHEIGG WIDTH F MAIN STURE(MEAN ROOF HEIGHT):20' n�o �� ^ 7.ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM,NATURAL.UNDISTURBED SOIL OR CERTIFIED FILL. B.MINIMUM WIDTH ATTACHED TO MAIN RE;30' R R 1V 1� • , 9 �G�J 3 S.ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST C.MINIMUM COVER SIZEATTACHEO TO MAIN STRUCTURE OR FREESTANDING:1BXiV 1 , u� V S5885 12INCHES 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 A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: WIND SPEED&EXPOSURE: A,EXISTING OR NEW CONRETE SLABS. 10.20 POUNDS PER SQUARE FOOT L.L.AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY CARPORTS. 11.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 16D5.3.1. THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED EVALUATION REPORT.ATAMINIMUM,SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE ROOF/SNOWLOAD: OF CALIF FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: 1`DESIGN CONSIDERATIONS:LOPE: A TITLE SHEET AND GENERAL NOTES. -'YIX, �6-23-�6 Ti.2 MINIMUM ROOF SLOPE FOR SOLID ROOF PANELSal41NCH PER FOOT. B.STRUCTURAL CONFIGURATION[i.e..SOLD OR LATTICE ROOF,FREESTANDING OR ATTACHED).72.MINIMUM COVER PROJECTION IS 10'. C.BASED ON THE REQUIRED DESIGN LOADS.SITE-SPECIFIC RAFTER ANWOR PANEL SPAN 4 13.MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET,WHERE COVER IS ATTACHED TO THE TABLES. EXISTING OVERHANG. D.TYPE OF HEADER,POST TYPE&QUANTITY.FOOTING SIZE(WHERE REQUIRED)BASED ON THE STRUCTURAL 14.COVERS ARE DESIGNATED'RIDGED BUIL DINGS'AS DEFINED IN ASCEISEI 7. SITE-SPECIFIC DESIGN LOADS. 15.COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS,RIDGES AND ESCARPMENTS AS DEFINED IN E APPROPRIATE STRUCTURAL DETAILS. ENGINEERING FIRM DURALU IV1 AHE FREESTANDING F.OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING IAPMO 0195 18.ACCORDANCE WITH AND SCE/S I'AL'HEU COVERS NOTED HEREIN ARE DESIGNED AS'OPEN STRUCTURES;IN' JURISDICTION, ACCORDANCE VVTTH ASCE/SEI7. - /7.SHE RATIOLLNOT EXCEED VER ONEMEAN ROOF HEIGHT(H,FT.)DIVIDED BY THE COVER PROJECTION DR WIDTH(P,FO, SHEET INDEX'SHALL NOT EXCEED ONEME 18.THE RATIO(UP).COVER LENGTH(L,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH IF,FT),SHALL NOT SHEET# SHEET TITLE/DESCRIPTION BE LESS THAN ONE(1). STRUCTURAL ENGINEERING AwawRrnu 26030 ACERO SORE 20D PHONE(7411 3 0 5-11 5 0 5 MATERIAL SPECIFICATIONS: T-0..................TITLE SHEET,DESIGN LOADS,GENERAL NOTES MISSION VIEJO.CA126P1 Fax L9427305.1420 19.BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. SH-1.............SOLID PANEL STRUCTURES STROC1ORAt ENGINEER 20.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN,PROVIDED THEY ARE REGISTERED SH-2............OPEN LATTICE STRUCTURES OFRECOn . DUSRNKROSEPIN&SFSRRS WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGT [[['C 21.CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,So SpFRS�IffLEE SH-3.............P L,SPANS TRI-V,W-PANEL&FLAT PAN POINTOFCOWAC1: ANIHONYTRAN 2L DESIGN VERTICAL SOIL BEARING PRESSURE 15500 POUNDS PER SQUARE FO GI1ILII�MTTE L CREAKING $I�E � UM FASTENERS City of Men(feePRES I TABLE IREI52AND00 POUNDS PER S3.4. FOOT PER FOOT OF FOOTING DEPTH. uAL510D PSF REL�Q�� SAFENME" ......RAFTER SPANS FOR OPEN LATTICE COMMERCIAL&PATIOS Building & Safety Dept. y 1 TABLE 76ED STEE MEMBERS SSHA.4. p1_L11 tl�t�t(t /•�111 9 P ro 23.EMBEDDED DSTEEEMMBERS SHALL BE HOT-DIPPED A553SGALVANIZED,CESAND s6o. �19'y1ILUAA7,6\A�Ot' B. SH-7............HEADE EA PES,COLUMN/POST TYPES 3 ROLL-FORMED STEEL MEMBERS SHALL CONFORM TO A6535S GRACE So G60. RE6�fI7�EE1A� �� SH-8............EXISTI NECTION DETAILS ;24.FASTERNERS:ALUMINUM BOLTS SHALL BE 2024-T4;STEEL BOLTS SHALL BE AS C SH-S HAVE STANDARD-CUT PLATED WASHERS.WOOD AND LAG SCREWS ARE REOUI LEDIN ••••••• AND MOUNTING BRACKETS JUL 0 1 2016 ACCORDANCE POSNCEWITHTHNCHOR CITEDAL IN T14ES CONSTRUCTION ...COL RFACE MOUNTAND FOOTINGEMBEDMENTDEfAILS E 26.THE CREWS ARES POST-INSTALLED O SHEET METAL SCREW DOCUMENTS CONFORSH41-L BEMANCE EWITHNSTRONG TIE .....LATE R ESISTING SYSTEM/MIN.NUMBER OF REQ.COLUMNS p5 28.ALL SCREWS ARE SELF DRILLING(SOS)OR SHEET METAL SCREWS ISMS)IN CONFORMANCE WITH[CC- ""- s 1976 ORAPPROVED EQUAL 'r"'Cn(� .......... EAM TO I[[J�J g1 LATTICETU13ETORAFFERCONNECTIONDEfAILS Receive6 I:EVISIDNs 27.RESIDENTIAL HE ACKIMUMCO UMNCOVERS RS ONLY N 20PSGONACONCRETES b5E SH-13..........HOW TO DETERMINETRIBUTARY WIDTH&FAN BEAM DETAILS RAac A1lE 4E6LAPIIM , RESIDENTIAL ATTACHED PATIO COVERS ONLY(10 AND 20 PSF). 28.SOLD AND LATTICE ALUMINUM COVERS ARE CLASS ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 15D5.2, SH-14..........BEAM TYPES FOR ATTACHED&FREESTANDING SOLIDCOVERS o EXCEPTION 2. SH i11'5�- 6be� dvv2A ATTACHED&FREESTANDING BEAM SPANS, 10 PSF LL,110-13D MPH WIND SPEED CONVERSION TABLE: IanS Shall not be87'ASt'A6�2�....S a O�yE(�S ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.L,110-130 MPH 4ppproval of these p TO tbn�6f$g fe d �R ACHED&FREESTANDING BEAM SPANS,25 PSF S.L, 110-130 MPH 4� THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE �aFd4 violation 01 any p 1 -2 ��77d pi �t�j���1ACHED&FREESTANDING BEAM SPANS,30 PSF S.L, 110-130 MPH F FOR USE WITH THE CRCflRC, DIVIDE THE REQUIRED CRCIIRC � � R . .....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L. 110-130 MPH 45TFi JOB% 161aT1 SPEED BY 0.6 feg0lat10n5 and OldlnanCeS. Th15 Se SH-31-33.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L. 110-130 MPH DATE DE au '- EXAMPLE:CRC/IRC WIND SPEED IS 85 MPH.THE COVER CONST(M qqu completlon. SH-34-36.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 10 PSF L.L,110-130 MPH SHALL BE BASED ON 85 MPH=110 MPH. 1 SH-37-38.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.L, 110-130-MPH DRAWN BY AT 0.6 SH-3940.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L, 110-130 MPH CHECKED GM SH-41-42.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L.110-130 MPH WHERE SNOW LOADS OCCUR,IT IS THE REPONSIBILITY OF THE SH-43-44.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L, 110-130 MPH ; CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL SH-4546.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L; 110-130 MPH SOLID PANEL AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SH-47..........INSULATED ROOF PANEL ATTACHMENTDETAILS STRUCTURES e SH-48..........SNOWDRIFT DESIGN P SLIDING,PER ASCE 7-10,SECTION 7.7 AND 7.8,IS REQUIRED.SEE SH-49..........SPAN REDUCTION FACTOR TABLES i SHEETS 49 FOR SPAN REDUCTION FACTORS. SH-SO.........ADDITIONAL STATE LICENSURE STAMPS , SH - 0 0OF50SHEETS A B G D E F G H I J r Lt O cm SOLID PANEL STRUCTURES N N o W rn m ROOF ATTACHMENT ROOF I— Q � OVERHANG, OVERHANG, ATTACHMENT OR WOOD,OR SEE DETAIL A,B&C, OR WOOD,OR U U ROOF PANEL SEE TABLES SEE DETAIL A.B&C. CENG ROOF PANEL SEE TABLES LfNG X PANEL ATTACHMENTSHEET 4 FOR OTOO SHEETS �OSF/ NOTRUCTLR WALL SCONCEE SHEET FOR ROOF SHEETS gArp SHA ON STRUCTU WAILLS SEE O O SUPPORTING WALL TNfpRO �fLO�$f If$ SHEETe PANSHPPORRN BEAM. MIN.0.25EL ATTACHMENT TO "SLOPE PER FT. Tkf pRO f$ SHEETe I LLJ Q Z CD HANGER&BEAM. HANGER `^J O. SPAN O � O r "O.H"NOT TO EXCEED 25% "O.H."NOT TO EXCEED 25% o U o OF ROOF PANEL c0 OF ROOF PANEL W ALLOWABLE SPAN f ALLOWABLE SPAN m SEE DETAIL 11,SHEET 12✓ SEE DETAIL 11,SHEET 12� FOR MANDATORY SPLICE. $�M Sp FOR MANDATORY SPLICE. 611g NO BEAM SPLICE AT FOS'rs IV/ BEAM-SEE TABLES NO BEAM SPLICE AT PpSi. Afv/ BEAM-SEE TABLES EXTERIOR POSTS. Sff TA,BLESG EXTERIOR POSTS. Sff T,q$LESP'G FOR POST SPACING Q�eEssIgyy< POSTS,SIZE VARIES O•H.NO POSTS,SIZE VARIES O'/{NOT 4�ACV K F SEE SHT II FOR MINIM UM z$%OF TO fkC SEE SHT.II FOR MINIMUM 0 OEF025O y NUMBER OF REQUIRED COLUMNS SF�MgL�p NUMBER OF REQUIRED COLUMNS AVLO� % a7 S 5885 >1ORPOSTS Sp31IP'SLAB ATTACHMENT 31I2"SLABATiACHMENT MAYBE USED NOTE:NO SPLICE AT MAYBE USED �- WHERE PERMITTED. WHERE PERMITTED. OF C4L1F SEE TABLES SEE TABLES NOTE:EACH COMPONENT IS INTER- - NOTE EACH COMPONENT IS INTER- 06-23-16 FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER < SEE TABLES COMPONTENTSEE TABLES UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A"ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION DURALUM IAPMO 0195 o AH PROVAL s ROOF PANEL SEE TABLES SHEET 07T NT PA NEL O �NGTM OFSTRUCT ROOF PANEL SEE TABLES MIN.0.25'SLOPE LfNGTy OFST SUPPORTING BEAM. O.H ORf SHEET FOR ROOF PANEL PER FT O.H �CTUR �gRlfS ATTACHMENT TO f V'4RIES SUPPORTING BEAM. t O.H SPAN O.H P. ' i "O.H."NOT TO EXCEED SPPN PANEL "O.H."NOT TO EXCEED 25% OF ROOF PANEL OF ROOF PANEL ALLOWABLE SPAN ALLOWABLE SPAN J� S SEE DETAIL 11,SHEET 12 $ SEE DETAIL 11,SHEET 12✓ REVIBN)NS 3 FOR MANDATORY SPLICE f9+Y1 Sp FOR MANDATORY SPLICE. S�Sp NO BEAM SPLICE AT FAST 'q'V/ BEAM-SEE TABLES pOS qIV/ BEAM-SEETABLES EXTERIOR POSTS. SEET,ggCFSING FOR POST SPACING = NOBEAMOR ICE ATS. Sff TgSLFSING FOR POST SPACING POSTS,SIZE VARIES NOTTO POSTS,SIZE VARIES OH.N07,T�II < S OFg OF 8E4M w MAY BE USED gLLO�LFSp MAY EU ED a.LOyl,�Cf € TO CONSTRAIN q'1' 8 45 JDBf 1610i1 i FOOTING,BEE TO CONSTRAIN III FOOTING,SEE W DAr o67a-tB TABLES TABLES ePAwN BY AT FOOTINGS FOOTINGS GM SEE TABLES NOTE EACH COMPONENT IS INTER- SEETABLES CHECKED NOTE:EACH COMPONENT IS INTER- s CHANGEABLE WITH ANY OTHER CHANGEABLE NTH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. SOLID PANEL ; . STRUCTURES B TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION j SH - 1 1 OF SB SHEETS A B C 0 o E F G H J CD o r `t OPEN LATTICE STRUCTURES ` CDN o W M m 1= Q 6' RAFTER,SEE TABLES WALLLEDGEROR 7) U ROOF OVERHANG, 4 UJ SnNOS`JJD�N O 2S%OF R WALL LDGERORDFOVERRANG. SD'�OJNO SHEET S SEE AILA,B 3C '4� MAIL O.H_ RAFTER O.H O� SEEDETAILABBC, W ; — ALLOWASLE SHEET& RAFTER,SEETASLE U z p q� SPAN Q O 2 25%OFRRAAFTTER O.H m �Ow �.HKQ� ALLOWABLE I C7 Tn p xEpPoO SPAN co �Sp"o MANDATORY BEAM SPICE-SEE gOhO NETAIL M SPU ET I2 NO BEAMPOSTS CE AT EXTERIOR POSTS �+10 ?q• x LENGTH OF STRUCTURE VARIES O ES2 MANDATORYBEAMSPICE-SEE `✓S DETAIL I I;SHEET 12 POST WITH SIDE PLATI S NO BEAM SPUCE AT p¢ 24 y ] Po SEE SRI. 11 FOR MINIM EXTERIOR POSTS ®3 OyS 5885 T Sp NUMBER OF RED SSST`S2'' �/ COLUMNS LENGTH OF STRUCTURE VARIES C+ E q�qC/ - '�FS 310SLABATTACHMENT S POST WITH SI➢E L TES pp"ty� MAY BE USED WHERE S S Sp,� SEE SHT, 11 FOR MINIMUM PERMITTED. NOTE:EACH COMPONENT IS INTER- s�lp '24'1'i FST qqy/ NUMBER OF REQUIRED �F(�' CHANGEABLE WITH ANY OTHER SEEBLES S ge�sc S COLUMNS OF CAL COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED, NOTE:EACH COMPONENT IS INTER- Po FgnY SEETABLES Sr Sp 31Y SLAB ATTACHMENT 06-23-16 NOTE:AIYNmB COVERED.ESTRUCTURE CHANGEABLE WITH ANY OTHER sFpTq H/ PMAY ERMTREEDVMERE COMPONTENT UNLESS OTHERWISE SHOWN. NOTE:THIS OPEN LATTICE-TYPE STRUCTURE SEE TABLES MAY NOT BE COVERED. FOOTING WHERE REOUIRED, SEET^ALES DURALUM TYPE "E"ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE IAPMO 0195 AHIAPPROVAL s RAFTER,SEE TABLE FOR SIZE AND SPACING 7S 25%OF RA ER O.H FORSIE RAFTER,SEE TABLE 1 ;'pp']W,t ZE ALLOWABLE ANDSPACING O SPAN �rSpR 25%OFRRkFT O.H 1 qC/ G ALUMABLN g0�0SPA F �Sp Y i REVISIONS ,R\ OG tr E w1M wTF ofacxsi x.' LENGTH OF STRUCTURE VARIES MANDATORY BEAM SPICE-SEE 4 DETAIL 11,SHEET12 NO BEAM OR POSTS ESTOST DET ECTI LENGTH OF STRUCTURE VARIES EXTERIOR POSTS SEE POST DETAI IIL IIBIILII1I ; Sp O C5TB-JOBI 16/0T1 T�[gEM MANDATORY BEAM SPICE-SEE iZ POST CR`ISSSSECTION. Qp G DETAIL 11.MSPUSHEETAT 31YEUS NO BEAMSPLICE AT S BEE POST DETAIL, DATE ol23Is `- NOTE:EACH COMPONENT IS INTER- pp TO CONSTRAIN EXTERIOR POSTS spST`�gG CHANGEABLE WITH ANY OTHER sF Sri FOOTING,SEE Fs HD 31Y SLAB DRAM BY AT COMPONTENT UNLESS OTHERWISE SHOWN. FrgS gEJ,y TABLES MAYBE US NOTE:THIS OPEN LATTICE-TYPE STRUCTURE Ss NOTE:EACH COMPONENT IS INTER- PoST TO CONSTRAIN CHECKED GM MAY NOT BE COVERED. FOOTING SEE TABLES COMPONTENT WITH AN OTHER LSE SHOWN. SFFTgB Fsh I TAB«G,SEE [ 3 NOTE; M IYNOTB Co�VEERETMOPESTRUCrURE FOOTING SEE TABLES OPEN LATTICE STRUCTURES TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE i 3 SH - 2 2 OF W SHEETS f I A S C 0 E F G H I J t o " e � � v SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C CDto „ 24"TRI='V"PAN z�, 72"x3112"W PANEL 6'!e'z2Y)'FLAT PAN W Q cn 5a' 1- ,h6r .sv R-117' n• 09R (I.S. b7 C-) 4a T7• 5' 180• 5 (ALL UNMARKED RADII .06R)T-fSEE TABLE +{30WLL PAN BELDV) VT•(SEE TA.a c ..0' 25'L70' zs' b5' 3• BELav) T= (SEE TABLE DELDW 7 WI . U Z uu7as• .75• Ji5• Q 040' 40 .4p' LI�L92' L92• .75' L92'.59 50•�50' S0• ,0a• .433' 0' L3' L3' .{33• F• -3.25' O Tn CO GO ALUM.ALLOY 30D4-H36 OR EQUAL ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004-H36 OR EQUAL m C3) 24"TRI-N"PAN 12"X 3 1 J2"W PANEL 8"X 2))'FLAT PAN S x 2)V FLAT PAN IN WSL vB )-r EXP.BPHB PC EXP.B AN 120 PH SEXP.0 EXP.B PAN I PHFXP.C� WSL PAFjLT EXP.e 110 PH SPAN 12D EXP.0 EXP.B PH BPAN EXP.0 EXP.B PHSPAN EXP.0 WSL PON)LT EXP.B PH aFXP.CFIZ-6' PH SEXP.0 EXP.B PHEXP.0 WSL PIIN)LT 6F EXP.B PH EX C EXP.B PH BEXP.0 10'3' 10'3" 10'-3' 10'-3" 10'J- 10'-3" 73'-9' IT 9' 13'-9` 13'A' 13'-9' 13'-9' 72'$' 72'$" 12'-6' 12'W 12'$' 14'r 4'-r 14'T' 14'T" 14'T.018 .020(1) .020 .D208'-6' e'-r 8Li' 8'-2' TS" 72'-0' 11'-7" 11'•2' tU-T 70'-7" 9'-7TU-T 9-6" 9-7" 9'-0' 12'$' 12'-0' 11-0' 11'-fi° 10'-9'12'.3" 12'-3' 12W 1Y4" 12'-3' 12'-3' 15'J" 15J" 15'.3• 15$' 15'$' 15'J' 13'_T ITT' ITT 13'-T 13'-7' S-70 -10• 5'-10' 5'-10• IS'-10^ (_CO3 1a .024 10'4' 79' 9'9° 9`2' 9'3' e'r - 13'-2' 12'-7" 72`B' ii'-10 12'-0" t1'-1' .024 72'-1• 71'4' 70'-9' 10'-10' 70'-T �414'-2" 13'-4" 12'-1• 10 S5885 14'3' 14'3' 14'$" 14'3" 14'3" 14'3' 10 1T-7" 1T-7" 1T-T 1T-T 1T-7" 1TT 70 15'-T 15'-T 15'-T 15'-7" iS•T tD 18'-0" 8-0' 18-0" 18'-0" 18'-0' ¢12'- " 121 72'-1' 112' 11'-3" 10'$' 03215$ 14'-9' 14'-9" 74'-0" 14'-T 13'•3' 032 14'-1' 13'-7 12'-0' 12'$' 12'-0' •032i6'-2' 15'-9" 15'-0' 15't' 14'J'.018 B'-0' Bi' 8'-0" 8'4' 8'4' B-0• �0 177' 19-7' ITT 19'T 19'-r 18T .�0 1TT 1Tr 1TT 1T-7' 1T•7' .�0 15-4' 9'-4• 19'-0' 19'' 19'-0T-9' TS' T-5" T2' 7'-2' B-10' iT-7' 16'-r 16'-9' 75-9' 16'-0' 15'-0' 15'-7• 14'-10' - 14'-T 14'-2' 13'-0' 1T-6' 7T-0• 18.4° 18-5 16-0" 10'-7" 10'-i" 1U-T 10'-1' 10',1- 10'-1 11'S• it•-3- 1T-3• 71'$` 11'-3' it'-3' 10'-2- 10'-2- 1U•2' 10'-2' 10'-2" 10'-2• 12'-1- 12'-T 12'-1, 7Y-1• 12'-1- 18'-0" zD .024 .ma(1) .020 .0I0 8 1- 8'4' 8'-S 8'-1" B r T•9" 10'-1' 9'$' 9'$° 9'-0' 7-1" B'-B' 9'-T 8'-9" 8'-9' e'-0" B$' 7-1 1" 1U-10' 70'J' 1UJ" 9'-9• n-_w 9'$• 06-23-16 .a32 121-1' 1Y-1, 12'-r 12'-1• 12'-1' 1T-1' .024 12'-6' 12'$' 12'-6' 12'-6- 1Y-6• 12'-6• ,024 11''4' 11'-4' 71'-4' 11'-4• 11''4' 11'4• _024 13'•3' 13'J' 13'-3" 13'-3' 13'a" 1"" 10'-0" 9'-B' 9'-9' 7-9' 11'-2' 10'-9' 10'-9' ID 10'-4 7-10' 10'-1' 9'$' 9'-9" 9'$" 9'S" 8'-11' 12'•2' 11'$' 1T$" 7P-2' 11'-3' 7U-7" Po 2D tt'•10' 11'-0' 1T t1'-fP 20 3' 7'-3" T-3• T-3•. T-3' T3` 14' ' 14'B" 14' " 14' " 14' " 14' " 13,T 13'-0' 13'-0' 13'-0" .0a25-6". WIT i5 ' 15' • 15$' 1 .032 -6' 11'-U' 1U-6 4-2 ZrT $f3- ' 13'-f' 7Y$ DURALUM.c1eTTor T4' T4 T-1 B-10• .032 ' 12 ' ' $ 17 25 -p29 8'$' 8'-9, B-9" 8'-0^ 81-9' 8'-9' .�0 16'$• 16'-3' 16'3' 18J" 1G'3' 16'J" .�0 14'-S 14'•e` 14'W 14•$' 14'$° 14'-6" -Nu 18$" +6'$• 18-8• 1s$" 161-8" 16'$' IAPM0 0195 B'$" e'4" B-5" 8'-T 8'-1" 7'-9' 15'-T 14'-T 14'-T 13'$" 74'-1" 13'-2' 73'E' 12'-10' 13'-0' 12'i' 7Y-B 1T•10' 15'-6" t5'-2' 15.2' 14'-1 14'-70' 14'3• 9$" 9'$" 9'$•. 9$' 9'$' 9$' IVA" ill-1" 11'-1' 11,1" 11'-7• 1T-i• 9'3• g'-9• 7-9, 7-9" 7.91 9'-9- 1U-0" 10'-0' 1U-0' 10'-0• 1U4" tU-4" .on mo(1) .020 .@a 10'$- ID 2° 10'-2" 9-7" 9'$' 9'-2' 8'.-70' 9'3' 7S" 8'-11' 9'-0" e'-6' 8'-1T 8', B'$' 8'3" 8'-3' T-10• tU$' IW-1- 10'-3' 9'-W W-9. 9'4 AHJ APPRDVAL e'-T 6'-T 6'-T B-7" B-T 6'-7" IT 1Z'-0' 72'-0' 12'-0' 12'A' 12'-0' 10'-0' 10'-0' 7U-0° 10`4" 10'4" 10'-0' 71'-1' 1T-0' 1T-i" 71'-1' 11'-1' IT I" .018 ,024 .024 .024 7-3' T-0' T-0" B-9° 6-10 B-7" 71'-0' 70'-T 1U$' 10'•2' 1U3' 9'-9' 25 B-T' B 10• 25 12'-0' 11'$' 11'-7" 1U-70 11'-0' 1U$' B'3' 8'3' 8'3- 8'-3• B'3' B'3^ 13'-2- 13'-2" 13'2' 13'-2• 13'-2' 13=T 11'-0• it'�P 11'-4" 71'-0' 11'-0" 111-4 12'-1' 12'-1- 1Y-1. tY-1" 12'-1' IT W .029 ,032 D32 .032 8'-0• 7-9' T$' T-5- 13'-i" 12'-7" 12'$' 12'-2' 22'-3" 1T-0' it'-10" ii'3' 113" 10'•9• 10'A 70'-0' 74'-T 73'-T 73'A' 13'-2' 72'-0' 032 9.1" 9'-1. 9'A^ 9'-1' 9'-0' B-0- .�0 74 2' 14_2' 14 2' 74 2' 19 2' 74 2" .040 12'-3' 12'3" 12'-3" 1Y3' 12'3' 12'3' .�0 13'-1• 13•-0• 13•_7• 13'-7• 13'-0• 73'-0• " 8 ,1 iS-0" 14'-0' 13'3' 72'-9" 12'-9' 12'3' 7Y-0' 11'-9" 15'4' 15-T 15'-T 14'$' 14'-9" 19'-T 1 .020(1J 1U$' 1U-6" 70'$" 10'$' 10'$" 10'-6" .020 93' 73" 9'-3- 9'3' 9'3' 9'3' .020 g-9• 9-9° g-9• 7-S 9-9^ 99 TABLE 1-MULTI-SPAN REDUCTION FACTORS g'-^ ;2 8'-9" 8'-11' B$" B'-6• 8'-2' 8'-5• 9'•7' B'-1' T-9" 7'-70' T$' 9'-7' B'-7" 7-2' 9'•4" FOR ROOF PANELS U[4 71'3" 1P3" 11'3' 1 '3" 11'3" .024 9.9. 9 9" 9 9^ 9W 9-91 9-9" .�4 10'4' 10'4' 10'4' 1U4" 101W ROOF LNEJSNOW LOAD,Ps1 10'S' 10'-1' 10'-2' Zr7- 5-9' 9 9'$' A-1' 9'3• 8'•10' 8'-17" a'-0' 11'-0' 10'-9' 7T-0' 1U4' ID'$" 9'-11' ROOFPANELTYPE 10 20 1 25 30 40 50 30 3D 30 5 12'-6- 1Y-6" 12'$' 12'$• 1Y-6• 12'-6' 70'-9' 10'-9' 10'$" 70'-9' 10'-9" 1U$' i1'-0' 11'4' 11'-0° 11'4' "yt 6 12'XWXO.02D' - - 0.88 0.83 0.75 0.80 .032 .032 .032 12'$' 121' 11'-10' 11'-8" 11'-6" 7T•1' 1U$" 10'-9' 10'-0' 10'4' 1U-0' Zr13'- 12'$' 73'-0" 1Y-6' 12'-T 11'-10' a 24'xZYa"x0.01 B" D,85 0.80 0.65 0.65 - - pEVISK,NS 24"r2y4'XO.02C 0.90 0.88 0.70 0.65 - - .D4a 73'4" 13'-0" 13'4" 13'4" 13'-0' 13'4- �0 1T-7" 11'4' 11'-7' ii'-r. 7Rr ii-r -�0 12 12'3" 1Y3" 1Y3' 12'-3' 12'3' 24'1gY2 z0.032' 0.90 0.86 - - - 14'-Y 13'$^ 13'$' 13'-0' 73•-3' 72'$' 12'-7' 1Y-2" 12'-2' it'-8' 71'•9" 1T3' 14'-9' 14'$' 14'-7" 14'-T 74'-1' 73'-T' 1 MULTISPAN REDUCTION FACTORS ARE ONLY 7-1" 9-i" 9'.1. 9'-1, 9.1- 9-1' B'4• B'4' 8'4- W4" W4- 8'4• 9'. 7-0' 9'-0• 9'-0' 9'4r 9'-0• 3- O ,ma(1) .@0 .020 ` APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN e'a e'-1" B-r T-+o• T-1D^ T-s" T$- Ts 7'V T-W 7'-2• B•1r 9'-1• e'-7D^ a-tm B'-T a'-s• B-7• IN TABLE 1 ABOVE I"' 1U3• 1U3- 10'3" 1U3" 10'3' 9'-0' 7-0' 9'-0° 9'-0" 9'-0• 9'-0' 9'-6" 9'-B' 9's' 9'$' 9'$' 9'$° .029 9S' Z. Z. 8'10° 8'10" 8'T .@9 Ir e'T 8'3" B'-0• 8'1' 7'10' .029 10'-2' 9'-10' 9'-10' 9'-T 9'-8• 73^ 40 40 40 451B1JOB# 16.1077 .032 1T4' 11'4' 1T4' 11'-0' 11'-0' 11'4' .032 911. 9'9' 9-0' 9-9' 9-9' 9-9' -� 72'-1' 12'-9' 12'A• ti'4" 12'-6" 12'-1' 7 NOTE:PANEL FASTENERS 11'3' 1T•1' it•-0• 1U-T 10'$" 10'3' 10'-2' 9'-10' 9'-10' 9'-7" 9'-7" 9'3 1U-3• t0'-1" 1o'-1" W-10' 9'-10' 9'$' GATE DW3.18 ARE SHOWN IN TABLES I,2AND 3,SHEET 1Y-2" 1Y-z" 72'-2" 72'-2' 12'-2' 12•-2• 70'-T 10'-7" 10'-7" t0'-r 10'-7° iU-T 11'-2' 1t'-2' 11'-2• it'-2' 11'-2' it'-2' .No .040 .040 ORAWN BY AT 12'$" 1Y4' 1Y-0' 1Y-1" 12'-1" 7T$" 7T-8' 11'-2' 1T-2' 10'_8 10'-10O tU-6' 13'-9' 13'4' 13'-6" 13'-0• 13'-T Irr FOOTNOTE: "SAMPLE" .02011J 83'. B-2" B'-2' B'-2" B-Z' B'-2' -�D T-5' 7' T5' T-5' T-5 T-Y -WO 1'3- 8'-3' a'3' 8'3' B''T B'3' CR�em GM 4 FIGURE INDICATES T-1• B-71' B-17" 6'-9" 6'$^ 6's^ 6'$ s'-3" 83^ B-1- 7•-B T-T T$" 2 ATTACHED 9-2" 9-2' 9'-2' 9'-2" B-2' 9'-7" B'$' B'-3 B'-3 83' 8'3' 83' B'-9' 8'-9' 8'-9' B-9' e'-9' B'-9' 1 FIGUREINDICATES .024 B-0' T-10" T-10" T$' T$• T$' �4 T4" T3' T3' T-1" e'-r e'a" e'-5• e•4• 8•-7' PANEL SPANS TRI-V, FREESTANDING 50 50 50 10'-T 1U-T iD'-T 10'-T 10'-T• 1U-T 9'-T 7-1• 9'-Y 9'-1" 9'-1• 9'-1• 9'-e" 9'$" 7$" 7-a` 9'$' B-B• W-PANEL& FLAT PAN g .032 8'-9- B-T B''V 8'-S 8'4^ 10'3' 70'3" 10'-1• 10'•T 9'-9^ 8 i .WU 11'3• 11'-3" 11'-3" 1T-3' 11'-3• 11'-3" 9'-9' 9'-9" 9'A• 9-9' 9'-S 9'-9• -�0 tU4" 10'-0' 1U4' 10'4' 10'4 10'4' R 1U4' -9' 7-9' 9'-5' 9'-T 9-Y11'-6" 11'$' 1+'-Z' ('1' I _ S 30FSDSHEETS a A B C D E F O MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER Lr N N O FOR ATTACHED AND FREESTANDING SOLID COVERS w < `-' TABLE 1 TABLE'2 TABLE 3 "' o x ° if (2) 2"x6 Y21 AND WALL HANGERS, 3'Ix8" AND EXTRUDED AND 3"x8" WITH 1 � Lu 6Y2" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS � z o� < NUMBER ❑F NO,14 TEK ❑R SMS SCREWS UMBER OF NO.14 TEK ❑R SMS SCREWS PER NUMBER ❑F NO TEK OR SMS SCREWS o u�i o z �F PER FOOT OF BEAM LENGTH <= ❑OT OF WALL HANGER AND BEAM LENGTH <a PER FOOT OF BEAM LENGTH ' m _ 0 M 3 110 MPH 120 MPH 130 MPH m3 110 MPH 120 MPH 13D MPH e 110 MPH 120 MPH 130 MPH ~ EXP. B EXP. EXP. B EXP. EXP. B EXP, C ~ EXP. B EXP, C EXP. B EXP. EXP, B EXP. C EXP, B EXP, C EXP, B EXP. EXP. B EXP. C m 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 5 1 2 2 2 2 2 5 1 1 1 2 2 2 6 1 1 1 1 1 1 eROFEsslcv�< 1 1 1 2 2 2 1 1 1 1 1 2 1 1 1 1 1 1 K 61 2 2 2 2 2 3 6' 1 2 2 2 2 2 6' B 2 2 2 1 1 1 2 2 2 - 1 1 1 1 1 1 o S 58 85 71 1 2 1 2 1 2 3 3 3 7 2 2 2 2 2 2 1 1 1 1 1 2 1 1 2 2 2 2 1 1 1 1 1 1 * - - $ 1 2 2 2 2 2 2 3 2 3 2 3 81 2 2 2 2 3 3 $ 1 1 1 2 1 2 91 2 2 2 2 2 2 g 1 2 2 2 2 2 g, 1 1 1 1 1 1 OF CA�\V� 2 3 3 3 3 4 2 2 2 3 3 3 1 1 1 2 2 2 2 2 2 2 2 3 1 2 2 2 2 2 06-23-16 10' 2 3 3 3 3 4 10 2 2 2 3 3 3 10 1 1 1 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 2 2 2 2 3 1 1 1 1 1 2 11' 3 3 3 4 4 4 11 2 3 3 3 3 3 11 1 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 1 1 1 1 1 2 DURALU�i 12' 3 3 3 4 4 5 12 2 3 3 3 ? 4 12 2 2 2 2 2 2 IAPMO 0195 2 2 2 3 3 3 2 2 2 3 3 3 1 1 1 1 1 2 13 3 4 4 4 4 5 13 2 3 3 3 3 4 13 2 2 2 2 2 2 AHJ APPROVAL FOOTNOTE: "SAMPLE" 5 FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING I P 5 3 z s 6 REVISIONS 9 MAiR 6iiF RXPffIPV k3 4 sm JOB# 1610T1 T GATE OE2116 y 3 DMWN BY AT CHECKED GM F F PANEL SPANS TRI-V, W-PANEL & FLAT PAN x S B SH - 4 11 4 OF SHEETS I A 6 C O E F e o H e RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C ut N N o iw 3"x 8"RAFTER i W 2"X 61/2" RAFTER z W DBL.2"x 61/2"RAFTER IW_— Q m z LL(SL 110 MPH 120 MPH 130 MPH WSL �,T� aGw 110 MPH 120 MPH 130 MPH LUSL �� a� 110 MPH 120 MPH 130 MPH ? U U rn (IN.) yz EXP B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (IN.) "z IN. wzo EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 O O 0 o EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 ( ) ° 29'-8" 29'-6" 29'-8" 28'-9" 29'-3" 26'-3" 16'-0" 15'-10" 16,-D" 15'-0" 15'-9" 13'-8" 22'-6" 22'A" 22'-8" 21'-1" 22'-2" 19'-2" W LL_ 16" 16" 16" W > — 1 D 2g'_3" 2g'_3" 26'3" 26'-3" 26'_3" 25'-T' 14'_2" 14'-2" 14'-2" 14'-2" 14'-2" 13'-9" 19'-10" 9'-10" 19-10 9'-10" 18_10 19 4„ .042 024 .024 U Z Lora 24'-2" 24'-1" 24'-2" 23'-6" 24'-0" 21'-6" 13'-1„ 13'-D" 1T-1" 12'-3" 12'-10" 11'-2" 18'A" 18'3" 18'-4" 17'-3' 18'-2' 15'-8" ¢ O 24 21'-6" 21'-6" 21'-6" 21'-6" 21'-6„ 217_0" 24" 11'-7" 11'-7" 11'3" 24" 16'-3" 16'-3" 16'-3" 16'3" 16'-3" 5'-10" o — r. ' 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 22'-9" 20•-3" 20'_2" 20'-3" 19'-8" 20'-1" 18'-2" 28'-7" 28'-6" 28'-7" 27'-9" 26'-3" 25'-7" co co•� 16„ 16" 16" 21'-10" 21'-10" 21,-10" 21'-10" 21'-10" 21'-10" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 17'-7" 25'-3" 25'3" 25'-3" 25'-3" 25'3" 24'-6" N rn 20 .042 18'-9" 18'-9" 1 B,_9" 18,_y„ 18'-9" 18-_9 10 24" .032 24 16'-7" 16'-6" 16'-7" 16'-1" 16'A" 14'-10" 10 .032 24 23'A" 23'-3" 23'A" 22•,-8" 23•_1" 20'_10" rn 17'-10" 17'-10-1-1 T-10" 17'-10" 17'-10" 17'-10" 14'-W 14,_g" 1*-8" 14'3" 14'-8" 14,•4" 20'3" 20'-8" 20'-B" 2D'-B" 20'-8" 20'-2" ° 19'-B" 19'-8" 19'-8" 19•-8" 19.3" 19'-8" 24'-6" 24'A" 24'-0" 23'-9" 24'3" 23'-2" 34'-7" 34•-4" 34'-T' 33'-7" 34'-2" 32'-8,• 16' 16" 16" FESB1 21'-6" 21'-6" 21'-6" 21'-2" 21'-3" 20'-8" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-z" 30-6" 30'-8" 30'-8" 30'-8" 30'-8" 29'-10" QPp 25 .042 16'-1" 16'-l" 16'-1" 18'-1" 16'-1" 16'-1" 042 20'_1" 20'-0" W-1" 19'3" 19.9" 19'-0" 042 28'_2" 28'_l" 28'-2" 2TA" 7'-10" 26'-8" 24" 24" 24" 17'-7" 17'-7" 17'-7" 17'A" 17'-6" 16'-10" 17'-9" 1T-9" 17'-3" 25'-1" 25'-1" 25'-1' 25'-1" 25'-1" 24'A" h 3 18'-1" 18'-1" 18'-1" 18'-1" 18'-1„ 18'-1" 12'A" 12'-4" 12'-4" 12'_4" 12'A" 12'_4' 17'A" 17'-4" 17'-4" 1T-4- 17'4" 1T-3" S 5885 . 16" 16" 16" 30 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 16'-7" 15-7" 16'-7" 16'-7" 16'-7" 16'-7" .. .042 W-9" 13'-9" 13'-9" 13'_9" 13'-9" 13'_9" .024 10,-2" 10'-2" 10'-2" 10•_2" 1D•_2" 10,-11. .024 14'-2" 14'-2" 14•_2" 14'-2" 14'-2" 14'_2" 24' 24" 24" 15'-7" 15'-7" 15'-7" 15'-7' 15'-7" 15'-7" 9•-8" 9•_B" 9,-6" 9'-8" 9'3" 9'-8" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" ° 15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10" 15'-B" 15'-0" 15'-8" 15'3" 15'-8" 15'3" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 22,_0., CAl\E� 161, 16" 16" 40 .D42 16'W 16'-8„ 16'-8" 16'-8" 16'-8" 16'-8" 2D 15LD" 15'-0" 15'-0" 15•-0" 15,-0„ 15'-0" 21•_1" 21'-1" 21,-1" 21'-1" 21'-1" 21'_1" .03z 06-23-16 12'-1" 12'-l" 12'-l" 12'-1" 12'-1" 12'-1" .032 12'-10" 12'-10" 12'-10" 12'-10" 12AD" 12'-9" 20 18'-1" 18'-1„ 18'-1" 18'-1" 18'-1" 18'-0" 24" 13'-B" 13'-S" 13'-8" 2411 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'3" 24" 17'-3" 1T-3" 17'_3" 1T3" 1T-W 17'3" 1TA" 13'A" 13'A" 13'A" 13'A" 13'A" 19'-0" 19,-0" 19'-0" 19'-0" 19'-0" 18'-10" W-B" 25'-B" 26'-B" 26'-8" 26'-B" 26.-7" 16" 15'-0 -0"15'-0" 15' 15'-0 15'-0' 15'-0" 16" i8'-1" 18'-1" 16-1" 18'-1" i"o'-1" i8'-1" 16" 25'-6" 25'-6„ 25'-6" 25'f" 26-6' 25'-6" dURALUM 50 .042 .042 .042 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 15'-6" 15'-6" 15'-6" 15-6" 15'-6" 15'-W 21'-10" 21'-10" 1'-10' 120'- 21'-10" 21'-9" IAPM0 0195 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 24" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 24' 20'-10" 20'-10" 20'-10" 20'-10" 20' D" 1OW" 1D'-7" 1D'-7" 10'-7" 10'_T' 10'-7" 16 15'-10" 15-10" 16-10" 16-10" 15'-10" NOTE:SINGLE RAFTERS SPACED 18"O.C.MAY BE USED AT 11'-7" 11'-7" 11'-7" 11'-6" 11'-6" 11'-2" 16'-3" 16'-3" 16'-3" 16'-2" 15'-6" AWAPPROVAL 32"O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED .024 8'-1" 8,-1" 8'-1„ 8'-1" 8'-1" 8'-1" .02413'A" 13'A" 13'A" 13'-3" 12'-9" 24"O.C.MAY BE USED AT48"O.C.WHEN DOUBLED. 24 9'-0" 9'-0" W g'_g" 9'_g^ 24' 93" 9'3" 9'-3" 9-3" 9'3"14,-4„ 14'A" 14'-4„ 14'A" 14•A" 14'A" 20'_2" 20,_2" 20•_2" 20_2" 20'_25 .032 16 14,-9" 14•_9" 14'-9" 14'-6" 14'_7" 14'-2" 25161� 20'-9" 20,_9" 20'-9" 20'-7" 19'-10' 24" 11'-1" 91'-1" 11'-1" 11'-1" 11'-1" 11'-1„ .032 24 16•_7" 16,-7" 16'-7" 16'-T 16'-T' 12'-1" 12'-1" 12'-1" 11'-10" 12'-0" 11'-T 17'-0" 1T-0" 17'-0" 16'-8" 16•_9" 17'A" 1TA" 1TA" 17'4" 17'A" 17'A" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" ZV-6 r .042 16 1T-9" 17'-9" 17-9" 1T-7" 1T-8" 1T-1" 042 16" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 24" 13,-3" 13'3" 13'-3" 13'-3" 13'3" 13'-3" 24„ 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 2D'-0" ? 5 14'-7" 14'-7" 14•_7" 14W 14,-6" 14•_D" 20,_B" 20'-6" W-6" 20'-6' 20'-6" 20'-6" FOOTNOTE "SAMPLE" REMSION6 "-•� FIGURE INDICATES wrvc a,E orscrrrou ATTACHED 1" FIGURE INDICATES - FREESTANDING 0.042 45 Ei O6F ,o-,67, 1rn. 7 8.0° .024° .032" is .03E° 6S DRAWN 6Y AT 9 " .042" .042 01EL1Q:n GM 3 _ F t 3 --ao°—� �-2.0• I-zo'-- —I-zo-� MINIMUM FASTENERS E sr 3"x8"RAFTER *2"x6.5"RAFTER DEL.2"X6.5"RAFTERS 3 ALUM,ALLOY 3604-H36 OR ALUM.ALLOY30o4-H36 ALUM.ALLOY3W 360R i EQUAL OR EQUAL EQUAL S H 5 s soF5a SHMS 7 I H T IF B IFC D E IF IF G 2 O ` N RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. 6 & C CD N co U-) rn W co z 2"X 61/2"RAFTER z DBL 2"x 61/2"RAFTER (� 1= Q •T• a� 110 MPH 120 MPH 130 MPH LUSL a" 110 MPH 120 MPH 130 MPH co O x LUSL (INJ Ho EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 PN•) "o EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP. O 0 ° y,_y„ y._y„ y,_y" y,_y" y._y„ y,_y„ 14,•$„ 14,_5" 14,$" 14,_8„ 14,_g�, 14,_8�� W W 16" 16" 1q,.6" 14'-6" 14'-6" 14'-6" 14'-6" 14'-6' Q Z LL� .024 10'-3' 10'.."' 7'-6" TS" 7'-6" 7'�" 7'-6" T-6" -024 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2„ O c- 24^ 24" g•�^ g,�„ g��� g•�^ 8,-6„ g'.g' 11-10' 11'-10" 11'-10' 11'-10' 11'-10' 11'-10' o U) o 12'-6" 12'-S" t2,_5„ 12'-6" 12'�" 12'-6" 18'-7" 18'-7" 18'-7" 18'-7" 18,-7" 18'-7 N ch 30 032 16 13'-1" IVA' 13'-1" 13'-1" 1-3 v 13'-1" 30 16" 18'4" 18' 4" 18'a" 18'�" 18'-4" 18'-4 24" 10'-2" 10'-2„ 10,-2" 10'-2„ 10,-2" 10'-2" •032 24 15'3" 15'-3" 15'-3" 15'-3" 15'-3" 15,-3" m 10'-B" 10,-8" 10'-8" 10,-8" 10'-8" 10'-8' 15'-1" 15'-1" 15"-1" 16" 16'-0" 16'-0" 16'-0„ 16'-0„ 16'-0" 16'-0" 16 22'-7" 22,-T' 22'-7" 22'-7" 22'-7" 22'-7" 15'-9" 15'-9" 15'-9" 15'-9° 22-2" 22'_2" 22'-2" 22,_2^ E581gyq( .042 •�2 24 12'-3" 12,_3„ 12,_3" 12-3" 12,_3�, 12,_3., 24 18,�" 18,_6„ 15,�„ 16.�„ 1B.�„ 18,�„ ��� 12'-19 12-10' 12-10, 12'-10 12-10 12'-10' 18'-2" 18'-2" 18'-2" 18'-2" =' 3 2-10" 2'-10^ 2'-10" 2'-10^ 2'-10^ 2'-10° S 5885 16" 8-0, " 8,-0„ 8,-0" 8,-0„ g'_p„ g�_p^ 16" I „ I 1 I .024 9-1 9'-1" 9'-1" 9'-1" 9'-1„ 9'-1" 12-6 12'-8„ 12'-8" 12,-8" 24" 6-2, 6'-2„ 6'-2" 6'-2„ 6'-2" 6,-2" .024 24 9'-10" 9'-10" 9'-10" WAD" 9'-10„ 9'-10" . 7'-2" 7'-2" 7'-2" T_2„ T-2" 7'-2" 10'-4" 1D'-4" 10'-4" 10'11" 'OF CAL'IT ° 16" 10 10 "10'10 10-10 10 10 10 10 10 10 16„ 16.4" „ 16-0 16.4 16-4 16-4 16'-4 40 .032 11'-6 11'-6" 11 6" 11'-6" 11'-6„ 11'-6" 40 .032 16-1 16'-1" 16'-1" 16'-1" 116'-1" 06-23-16 24" B'3" 8'-3" B'-3" 8'3" 8'3" 8'-3" 24„ 12-6" 12'S" 12'-6" 12'�" 12'-6" 12'-6" 9 4- y,,4" 9,�„ y.�„ 9,_4„ y,-4" 13,_2„ 13,_2„ " 13'-2" 13'-2„ 13'-2" 13'-2„ 13,_2„ 13,-2„ 19,-9" 191_9" 19'-9„ 19'-9" 19'-9" 19'-9" 16" 1T-9' 13'-9" 13'-9' 13'-9' 16" 19'-4" 19'-4" 19'-4" 19,-4" 19'-4" 19'-4" DURALUM .042- 10,_9" 10'-9" 10'-9" 10'-9" 55--2" 10'-9„ .oat 16'-2" 15'•2 10-2._ 16,_2 16'-2" 16'-2 IAPMO0195 24 11'-T " 11'-3" 24 15•-10• 15'-10' 15'-10' 15'-10' 15'-10' 15' 16" T-3" T3" T-3" T-3" Tom" 76„ 10'-10„ 10'-10" 10-10" 10-10" 10'-10" 10,-10" w-2" 8'_2" 8•-2„ 8'-2" 6'-2" 11'4" 11'-4" 11'-4" 11'-4"024 5'2" 5'2" 5'2" 5'-2" S_2" •024 8,,3" 8'-3„ 8'-3„ 8'-3„ 8,,3" 8'-3" 24" 5y„ 5,y„ 5._y,. 5,_y" 5,_y„ 24" y,�„ y,�„ y,�„ y,�', yy,_y„ y,_y" y,_y„ 9,_9" 9,_y" 14,_g" 14,_8„ 14,_8„ 14,-8"50 1610'-3" 1O'3" 10'-3" 1O'3" 103 10'-3" 032 16" 14 6" .032 24 7--0" T-O" 7'-0„ 7,-0- T-0" 7'-0„ 50 24 11'-3" 1 T-3" 11'-3" 11'3" 8,A„ 8,�„ 8,�" g,�„ 8_4 8,�„ 11._10„ 1�,_1 D„ 11•_10„ 11'-10" 11'-10" 11'-10" IF ffl2'-Vl 11'-9" 11,_9" 11'-9" 11'-9„ 11'-9" 16 17'-9" 1T-9" 17'-9" 17,-9" 12'-5" 12'-6 12'-6 12'-6" 12'-6" .042.0429'-0" ' " ' " ' " ' " 13'-7" 13'-7" 13,_7" 13'-7" 13'-7„ 13'-7"14 ., 14'�" RensroRs FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 4SMJ039 11071 OAS 06Z418 'p .029 6.5" " 6.5" DRAWN BY.032" 032042° AT . .042" OH9MCM GM e e RAFTER SPANS FOR I z.o OPEN LATTICE IF *2"x6.5"RAFTER *DBL.n6.5"RAFTERS COMMERCIAL&PATIOS 3 ALUM.ALLOY 3000-H36 ALUM.ALLOY 30FH36 OR OR EQUAL EQUAL 3 SH - 6 6OFBB SFaE A d C D E F G H I J HEADER BEAM TYPES o ts2° GUTTER �O m 1 EXT.CUP t� N N O 0.375 ULI M M 1.79" WHERE I T=12 GA. INSERT T=D.135' SPLICE OCCURS ASTM A653 SS MERE ALUM. I - WHERE �I GRADE 50 G60 3.0" OCCURS ALLOY OCCU 0.73° SPLICE I I TIP6. �}T6 W X 65 2.57" WERE .032' 6.656" 7.0' LL ALUM. LLOCCURS 4.0" 0.075' 3.0" 0.070' FQcu 3� TP. �• 7yp o CO3V 2.0 ° z 2.o& i mo o 3"SQ.x0.032"ALUM. BEAM 0.375 c��l E W/ 12 GA. STL. "U" CHANNEL 2.93 3.0' 3.0' .pp° ASTM A653 SS GRADE 50 G60 1 75° 6.5" ROLLFORM p" �1 GUTTER FASCIA MAG BEAM �� 4" [-BEAM @) 4.5" MAG GUTTER 7" I-BEAM FES5I ~ ALUM.ALLOY B ALUM.ALLOY V ALUM.ALLOY v ALUM.ALLOY 25" FALUM.ALLOY ! . S T6 3004-H36 6063-T6 6063-T6 6063-T6 d G W/(1) 'C' INSERT ALUM.ALLOY 6063-T6 S 5885 1412 R W/ (2) "C" INSERTS 7 E W ASTM H ALUM.ALLOY 6063-T6 A653 SS GRADE GP L\F� .042"/ 6.5" GM NOTE: 0.032" 6 0" 8.0" SPAN TABLES, SHALLRT RS AS SHOWN IN 71P. BE INSTALLED THE 06-23-16 0.042" O,p42° FULL LENGTH OF THE 7"I-BEAM. TYR TYR 0.625' f NOTE: EACH HEADER BEAM TOPAND DURALUM MAX. 2 0 BOTTOM FLANGES SHALL BE CUTAT IAPMO 0195 -1DBL. 2"x6.5"X0.042" UR.DO NOT 3"x8"X0.042" BEAM EACH INTERIOR COLUMN WHERE 3 I I I I I M W/ 14 GA. STL. INSERT OR FLANGEORE AT UMS OLUMNS. ALUM.ALLOY 3004-H36 FFF---��3 0•===---111 F--3 0 I-4.0'----f�3 0'-I CUT FLANGES AT END COLUMNS. OR EQUAL MAX. ASTM A653 GRADE 50 G60 AK)APPROVAL DBL. 2"x6.5"x0.032" rv_-� 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM s ALUM.ALLOY 3004-H36 K ALUM.ALLOY 3004-H36 ALUM.ALLOY 3004-H36 W/ 12 GA. STL. INSERT OR EQUAL OR EQUAL OR EQUAL N ASTM A653 GRADE 50 G60 NOTE:WHERE 12 AIJO 74 GA.STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, 1 THEY SHALL BE INSTALLED THE FULL LENGTH d OF THE YXB"BEAM. T=12 OR s 1 COLUMN / POST TYPES ASTM A653 SS d GRADE 50 G6D B.) G =3"SQ.Xt=0.188" .042" REVISIONS TIP. 0.024' H =3"SQ.Xf=0.250" °6LP�10N 0.032' 0.042 ( =3"SQ.xt=0.313" LASTIc j =4"SQ.xt=0.188" �M � 040' ALUM 6.5 PLUGS asT¢JOB: 161031 3 3.0" 3.0° {� =4"SQ.xt=0.250" . DBL. 3"x8"x0.042" BEAM 048' STEEL xLD sws a4TE 062}16 W/DBL. 14 GA. STL. INSERT 30" E 24 D O EA. SIDE DRAWN BY AT ALUM.ALLOY 3004-H36 032" 28 3.D" CHECKED cIn 6 OR EQUAL ALUM. - 0.075" 3A" 0R 'y TYP. 4.0" 3 DBL. 3"x8"x0.042" BEAM I F-2.o°-+-3.0'--+�z.o'-i W/DBL. 12 GA. STL. INSERT -3.o"-I ��- 3.0- - t HEADER BEAM TYPES, P COLUMN/ POST TYPES ALUM.ALLOY 3004-H36 3" SQ.ALUM POST 3" SQ.ALUM. POST 3"SQ. ALUM. POST --3.0"--I e OR EQUAL B ALUM.ALLOY3004-H36 �' ALUM.ALLOY3004-H36 �1 WITH SIDEPLATES MAG POST 3 1 3.0" OR a.O" NOTE WHERE 72AN0 74 GA.STEEL INSERTS OCCUR AS HEIGHT LIMITED TO "SQ. STEEL POST I� E ' SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED r ALUM.ALLOY 3004-H36 ALUM.ALLOY SQ. STEEL POST C s THE FULL LENGTH OF THE 3"x8"BEAM. 1 O'-0"MAXIMUM. I ASTM A653 GRADE 5D CP60 OR EQUAL 6053-T6 ASTM AS00 GRADE B S H 1j ]OF SOBHEEfS 1 A B o C 0 E F G H I J 0 CD EXISTING LEDGE OR WALL HANGER & EAVE CONNECTION DETAILS ° C:,TI R ' N CD U) NOTE:WHERE COVER CONSTRUCTION IN LOSS DESIGN (E)WALL COVER 3116'STEEL NOTE- BRACKET CAN BE 1 O A34 FRAMING ANGLE DETAIL OR B,SITESPECIFIC ENGINEERING IS LOADB OPENING PROJECTION g" G 1/9"O HOLES.TYP. LOCATED ANYWHERE ON EAVE [ Q SEE TABLE 2 REQUIRED TO VERIFY ADEQUACY OF THE EXISTING O NOTE:PROVIDE WATER { = V 10,20 psf >B' >7B' TYP.BRACKET PROTECTION METAL FLASHING (� STUD WALL FRAMING WHERE ONE OR MORE OF THE O AT EVERY 2x CAUCK JOINT'S AND SLOPE FASTENERS,SEE TABLE 3 FOLLOWING CONDITIONS OCCUR: 3D,40&W psf >6' >14' B, G p TO DRAIN(OPTIONAL) ' d O R.F.OR EXT.HANGER CHANNEL,2X OR 3X EXISTING EAVE ALLOWABLE PROD.TO BEAM LLl > — RAFTER BRACKET LEDGER OR WALL HANGER OVERHANG SEETABLEI U Z IO WITH FASTENERS 11/4" 124' 2.s0R2xe LEDGER Q � PER TABLES 3&JMIN ..((�� .� 2 ALUM. PANEL 2X OR EXIST.RAFTERS AT 2X WOOD STUD L RAFTER CJ U) O 3x ALUM.RAFTER 24"O.C.AT ROOF 1" CONCRETE WALL co EXIST.FASCIA BOARD OVERHANG (3)#14x312"W. �\ N ('') 2X FULL DEPTH 3 \ Ci) ALLOWABLE PROJ. EXISTING EAV WOOD SCAB, Cn TO BEAM OVERHANG 1'SEE TABLE 1 VE MAX.) WHERE OCCURS, T NOTE, PLACE 'SIKA FLEX' OR SIMILAR BEE TABLE MATERIAL BETWEEN BRACKET AND NOTE: EDBELOW RAFTER CORP. SHINGLE ROOFING TO PROVIDE MOUNTED SEAL W/SAME CONNECTION'8. �9 a(1FESBI( � VE ONNECTI A LEx TING CONNECTION VEERHANG DESIGN LOADS B OE:WALL LEDGER SNOOMINAL LUMBER SIZE 2'x6'(AT 2'xY' G ALTERNATE EAVE CONNECTION RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20. 25, MINIMUM RAFTERS),NOWNAL2-x8'(AT3'xr MINIMUMRAFIERS) NOETHISDETAILIS LIMITEDTORESIDENTIALINSTALLATIONS 5 30, 40, & 50 psf OR KILN-DRY WOOD-FILLEDZ'x6&OR 3'xS'ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD. S5885 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS _ TABLE 1 TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL TABLE 4 B,b ANCHORS INSTALLED INTO CONCRETE WALLS OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG WITH 6-INCH MIN.THICKNESS EXISTING MAXIMUM PROJECTION OF CA0F� FRAMING MEMBER (A) - SIMPSON A34 FRAMING ANCHOR USING SD9U2 SCREWS COVER NUMBER AND TYPE COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL LUSL OF FASTENERS 06-23-16 LUSL OVERHANG 110,B F10,C 120, B 120,C 130,E 130,C DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL ' 0 SIMPSON STRONG-BOLT 2 z"x 4"FULL 26-0" 26'-0" 26-0" 25'-2" 25'-4" 20W" 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 SS AT 48' O.C. (a,b) 2"x 6"NOTCHED 26-0" 26'-0" 26'-0" 25'-7" 25'-4" 21'-2" 5 o WIND SPEED WIND SPEED WIND SPEED NAND SPEED WIND SPEED :^AND SPEED (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B 8 C) (EXP.B&C) (EXP.B&G) 11' 0 SIMPSON STRONG-BOLT 2 DURALUM 10 2"x6"FULL OR 26'-0" 26'-0" 2"" 26'-O" 26'-0" 26'-0" f� 11D 120 130 110 -120 130 110 120 130 110 120 130 110 120 130 110 120 130 _20 SS AT_48. O.a (n,b) IAPMO0195 2"x8"NOTCHED 2"x8"FULL OR p6'-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 y�• 0 SIMPSON STRONG-BOLT F. 2"x1D"NOTCHED 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) SS AT 48. O.C. (n,b) 2"x 4"FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'1P' 20'-7" aw APPRDI'u 7' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) yfi' 0 SIMPSON STRONG-BOLT 2 2"x 6"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 30 SS AT 36' O.C. (a,b) 20 2"x6"FULL OR 26,_0„ 26'_D" 26,_O" 26,_D„ 26,_0" 26,4„ 8 (A) (A) (A) W) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) s 2"x8 NOTCHED 9' (A) (A) (A) (A) (A) J(A) (A) (A) (A) (A) (A) (A) (B) (B) (BI (B) (B) (B) e• 0 SIMPSON STRONG-BOLT 2 2"x8"FULL OR 26'-0" 2W-0" 26'-0" 26'-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (B) (B) (S) (B) (B) (B) (B) (B) (B) 40SS AT 36' O.C. Ca,b) 2"x10"NOTCHED 2"X 4"FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'7" 11. (A) (A) (A) (A) (A) (B) (B) (B) (B) (13) (B) (B) (B) (B) (B) (B) !r• 0 SIMPSON STRONG-BOLT 22"x 6"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (6) (B) 50 SS AT 24. O.G (a,b) 25 2"xii"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER 2'k8 NOTCHED AND ROOF PANEL RAIL TO FASCIA ) FOOTNOTES TO TABLES 3&4: 2'S(8"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING 3 a 2"x10"NOTCHED a, EMBED ANCHOR 3' MINIMUM 9 2"x4"FULL 1W-0"1 16'-0" 16-0" 16'-0" 16'-0" 16'-0" (C) - (2) Y4' DIAMETER LAG SCEWS R SIDN6 '- (D) - %' DIAMETER LAG SCREW INTO CONCRETE WALL AND Nwx a,E Lxw . ; T xs"NOTCHED tD'-1D" m'-1D^ tD'-1D" s'-2" s'-3" - W _ (E) - �'4 DIAMETER LAG SCREW INSTALL IN ACCORDANCE 30 2'X6"FULL OR 26'-0" 2W-0" 26'-0" 26'-0" 26'-0" 26'-0" WITH ESR-3037 2'x8 NOTCHED b, USE 3 SQ,xYa STAINLESS 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 4D PSF S.L. 50 PSF S.L. 2"x6"FULL OR 26'-0" 26'-D" 2W-0" 26'-0" 26'-0" 2V-0" FQ-Fs- WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED STEEL WASHER WHEN 2"x10"NOTCHED �o INSTALLING NEW WOOD m�5 (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C). (EXP.B&C) 4 s+EL JOB a +I'>1011 2"x4"FULL 11'-7" 1V-7" 1t'-7" 11'-7" 1V-7" 11'-7" E LEDGER AGAINST EXISTING 2"x 6"NOTCHED 15'$' 15'-6" 15'-6" 15'-5" 15'-6" IT-6" ~ 110 120 130 110 120 130 110 120 130 1101 120 130 110 120 130 110 120 130 CONCRETE WALL, DATE z.xs;;FULL OR 5' (c) (C) (c) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) c. WHERE ROOF PANEL RAIL 40 2 x8 NOTCHED 19'S" 19'-6" 19'-0" t9'-6" 19'-6" 19'-6" 6, (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) OCCURS, USE W DIAMETER DRAWN er AT 2"x8"FULL OR LAG SCREW IN LIEU OF (2) cMEOKED GN 2"x1O"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 2F-0" T (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D] YY4' DIAMETER LAG SCREWS, ° 2' x "FULL B'-11" B'-11" 8'-11" 8'-11' 8'-11" 8'-11" 8' CC) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) i 4 2"x6"NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 1T-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) EXISTING EAVE 2"X6"FULL OR 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) CONNECTION DETAILS 50 2"x8"NOTCHED 15'-3" 15'-3' 15'-3" 15'-0" 15'-3" 15'-3" x a 11' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) I 2"x8' FULL OR 20'-9" 20'-9" 2V-9" 20,_9" 20'-9" 20'-9" R ' Tx10"NOTCHED 12 (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) S H �J e oFwsxFETs �