Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PMT16-02253
City of Menifee Permit No.: PMT16-02253 29714 HAUN RD. Type: Residential Addition �A_CCELA_'�' MENIFEE, CA 92586 MENIFEE Date Issued: 0 7/1 412 01 6 PERMIT Site Address: 28262 HEARTHSIDE DR, MENIFEE, CA Parcel Number: 340-290-002 92584 Construction Cost: ' $4,000.00 Existing Use: 1 &2 Family Residence Proposed use: Description of INSTALL ALUMINUM PATIO COVER, SOLID-SOFT W 1 CEILING FAN Work: Owner Contractor PATRICK CUNNINGHAM GUTTERS N COVERS CONSTRUCTION INC 28262 HEARTHSIDE DR 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 MY Amount l$1 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 or from 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 Pernit_Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION ❑ 1 am exempt from licensure 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 improvements covered by this permit,1 cannot legally sell a structure that I hat Expires ` l Zo Ito Signature built as an owner-building If it has not been constructed in its entirety by licensr 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: ❑ I hereby affirm under penalty of perjury one of the following declarations: htt j A w.Ie i fo. ov/calaw.html. I have and will maintain a certificate of consent of self-insure for workers' _ compensation,issued by the Director of Industrial Relations as provided for by a Date `Z-Zi-1(a Section 3700 of the Labor Code, for the performance of work for which this permit is issued. Property Owner orAuthodzed Agent Policy# ❑ By my Signature below, I certify to each of the following: I am the proper P4�-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 wrier and policy number are: with all applicable city and county ordinances and state laws relating to buildin Ze construction.I auth rite representatives of this city or county to enter the above Carrier ..J90—rhn dI,�G{-n n� identifie i heaespection purposes. Policy# r7id.)('. (f Lr�z�(� Expires '7I131I0 Date Z- ZS-lb Property er car Authorized Agent cC (This section need not be completed if the permit is for City Business License# one-hundred dollars($100)or less) ❑ I certify that In the performance of the work for which this permit is issued,I HAZARDOUS MATERIAL DECLARATION 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 s 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. DYES 4. NO Applicant; Date; 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 checklist COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL for guideli as SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND DYES— 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 outer DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of a school? LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑YESrffiNO 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 6�'ES I hereby affirm under penalty of perjury that I am exempt from the Contractor's ` ' Dale 2-7fi-!& License Law for the reason(s)indicated below by the checkmark(s)I have placed PROPERTY NER OR AUTHORIZED AGENT next to the applicable ftem(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(RRP) 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 Stale 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 firths and comply with she is exempt from licensure and the basis for the alleged exemption. Any required practices.This includes rental property owners and property violation of Section 7031.5 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: ❑ www.epa.gov/lead or contact the National Lead Information Center at I, as owner of the property, 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 Finn 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 contractors)pursuant to the Contractors State License Law). If your project does not comply with EPA RRP rule please fill out the RRP { yv Y � BUILDING . ; SAFETY PERMIT/PLAN ! 1 y 1 • y • dr Y He I L DATE 07/14/2016 PERMIT/PLAN CHECK NUMBER Wrt 0225,3 TYPE: []COMMERCIAL ❑✓ RESIDENTIAL []MULTI-FAMILY ❑MOBILEHOME ❑POOL/SPA []SIGN SUBTYPE: ✓❑ADDITION ❑ALTERATION []DEMOLITION ❑ELECTRICAL [-]MECHANICAL [-]NEW ❑PLUMBING [:]RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK ALUMINUM PATIO COVER,SOLID,480 SQ.FT.W11 CEILING FAN PROJECTADDRESS 28262 HEARTHSIDE DR. ASSESSOR'S PARCEL NUMBER 3440 — 7,'t0 DDX LOT I O'�' TRACT PROPERTY OWNER'S NAME PATRICK CUNNINGHAM ADDRESS 28262 HEARTHSIDE DR.MENIFEE,CA 92584 PHONE (562)965-0689 EMAIL APPLICANT NAME REBECCA HALL ADDRESS 19069 VAN BUREN BLVD#114-247,RIVERSIDE,CA 92508 PHONE (951)672-8022 EMAIL CONTRACTOR'S NAME SEAN DARE OWNER BUILDER? ❑YES ✓❑NO BUSINESS NAME GUTTERS N COVERS CONSTRUCTION INC. ADDRESS 19069 VAN BUREN BLVD#114-247, RIVERSIDE,CA 92508 PHONE (951)672-8022 EMAIL CONTRACTOR'SSTATE LIC NUMBER 945962 LICENSE CLASSIFICATION B VALUATION$ $4,000.00 5 FT 480 L SO FT APPLICANT'S SIGNATURE DATE C� DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GRIEN SIP INVOICE ZfiU `{� PAIDAMOUNT - AMOUNT =' =' __llV _l CASH CHECK# 'CREDIT CARD VISA/MC PLAN CHECK FEES PAID AMOUNT CASH ,%CHECK# CREDIT CARD VISA/MC OWNER BUILDER VERIFIED OYES 0 NO DL NUMBER NOTARIZED LETTER 0 YES NO City of Menifee Building&Safety Department 29714 Haun Rd. Menifee, CA 92586 951-672-6777 www.cityofinenifee.us Inspection Request line 951-246-6213 q IN TPLT90 g m a ' Tmd Zia"I S BOO i , I e 11 Date: j/�a. 6 Source: Start Date: Approximate Com glAiAlbate: vv y e (/N�`��•✓� X-/. Name: �'I ' ' Phone: �8Aye� M Address: City: Patio Type: L�Qtcd 8' Post (Standard/Included) IRP Lattice _Solid Color 9 - 10' Post (Additional $25/ea s < ' 1 Story l r Projection: / Length: �� Attachment: �'��� 2 Story ❑ Fiberglass Columns All Columns Come 8' $350/ea 8' $385/ea 8' 8' $440/ea 851X 10, $385/ea 10tsX10' $425/ea 10, $aax 10' $425/ea 10aaX10' $470/ea- in Primer Only Round Smooth Square Smooth Will Need Painting Cash Check Credit Card Add 3% Financing r Quote Price J_t_-- Yc Patio i Size Sq.Ft. �— Fan Beam $150 City. I Post Lights $50 Customerto Supply Own Fans l Post Lights City, / — Outlets $75 Qty. s Switches $75 -- City.Columns l — - City. --- --- Permit Services Fees /-6 0 Permit Services fees are in addition to City Permit Fees --- — Other City otes• / r SubTotal: Balance Due: o � City Permit �7m4L\' . I�_\I l/�Q. Fee To be Need HOAApproval: 4 yes ono Determined I�caLtnf�• _-- Final Payment Must I 'er Day Late Fee Will Apply. To assure prompt installation without incurring addit Fans and post lights need to be present at time of inr illation at a later date. If areas are not clear for installation, the buyer is su perform services requested. Buyers must notify security guard/gate personnel o allations. For their own protection,children,pets and other sut Contractor requires Buyer to give 72 hours notice wher a balance due if the contractor arrives at the Buyer's Residence anc is unable to perform an installation due to an unprepare A$50 service charge will be added to all returned chec a w _ e- nev order. Buverwill be finanrwlly resnnnsihlp fnr all rph c inrnrror City of Menifee Building & Safety Dept. CITY OF MENIFEE JUL 14 2016 BUILDING AND SAFE rY DEP RTMENT Received PLAN APPROVAL REVIEWED BY �,LP TEp *Approval of these plans shall not b ccnstlued to be a permit for,or an 12� j approval of,arty violation of any pr aisionss of the federal, size or d'I regulations and ordinances. This se of apl roved plans must be kept on the jobsite until completion. O LEDGER & TRACK INSPECTION REQUIR E- ' h So�;Ca t FPg03 H A 8 C 0 E F a O PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 0 N N o 1 WIND SPEED CONVERSION TABLE: 61 LLI CO m GENERAL NOTES: DESIGN REQUIREMENTS: F' GOVERNINGCODES: RESIDENTIAL APPLICATIONS-CRC AND INC APPENDIX H.CBC AND IBC CHAPTER 16.CBC& CBCI IBC EQUIVALENT CRC/IRC G U U rn 1.THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE IBC APPENDIX CHAPTER I. WIND SPEED WIND SPEED O X 20122015 INTERNATIONAL BUILDING AND RESIDENTIAL CODES,2013 CALIFORNIA BUILDING AND ROOF LIVE AND SNOW LOADS:10.20.25,30.40&50 Pst(SNOW LOADS AT GROUND O - Q RESIDENTIAL CODES.ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES LEVEL 25.3Q 40&50 psQ 11OMPH 65 MPH D_ IJJ LL_ ANDTHE 2DI5AWMINUM DESIGN MANUAL-ADM.COLUMNS BEARING ON CONCRETE SLAB IS IN COMMERCIAL APPLICATIONS-CBCAND IBC CHAPTER 16. W > - ACCORDANCEWITH2O17/20151RC AND 2013 CRC SECTION AH1052 FOR 10 psf RESIDENTIAL CONSTRUCTION ROOF LIVEAND SNOWLOADS:20,25.30.40Z,50 psf.(SNOW LOADSATGROUND LEVEL 12D MPH 93 MPH U Z CD ANDACI 313-14 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. M.30.40&50 psQ 101 MPH Q L0 DRAWING NOTES: ADDITIONAL DESIGN REQUIREMENTS: 130 MPH ty 0t Me 60 2.ALL ITEMS PERTAINING TO EACH INSTALLATION ITYPE OF ROOF PANEL"HEADER SPAN,COLUMN SIZE,' & Sa L0 2 ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. SEE CONVERSION METHOD,THIS PAGE, 9 o 3. EACH INSTALLATION SHALL BEARAN IDENTIFYINGTAG INDICATING THE NAMEANDADDRESS OF THE 2, BASIC WIND SPEEDS:110.120,130 MPH,EXPOSURES BAND C. FOR APPLICATION AND USE. N m MANUFACTURER DESIGN LOADS AND ENCLOSABIUTY. 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY:11.11. UL I � 4.THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE,UNLESS OTHERWISE 4. SEISMIC BASE SHEAR:17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. NOTED,AND DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE S. SEISMIC DESIGN PARAMETERS: SITE DESIGN PARAMETERS: AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS.METHODS. SITE CLASS:D TECHNIQUES,SEQUENCES AND PROCEDURES. SEISMIC DESIGN CATEGORY:O SITE ADDRESS' / 5.THEAPPROVED BE 50 T OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE MAPPED SPECTRAL RESPONSE COEFFICIENTS:S.=1.50,S,=O.B.S.=1.0,Sq=D, Q�J /^ L II Slc�� CPj 01Tq� AVAILABLETO THEAUTHORIZED REPRESENTATIVES OF THE BUILDINGAND SAFETY DEPARTMENT.THERE RESPONSE MODIFICATION FACTOR,R:125 �(J SHALL BE NO DEVIATION FROM THEAPPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED B. DESIGWXSSUMPTIONS: V �\ i CHANGE ORDER. A BUILDING HEIGHT OF MAIN STRUCTURE(MEAN ROOF HEIGHT):2V g 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. B.LEAST BUILDING WIDTH OF MAIN STRUCURE:3V (g 3 7.ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM,NATURAL.UNDISTURBED SOIL OR CERTIFIED FILL. C.MINIMUMCOVERSIZEATTACHEDTOMAINSTRUCTUREORFREESTANDING:1a'X10' IL S5885 S.ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 _ 12INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. WIND SPEED&EXPOSURE: ' 9.A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EXISTING OR NEW CONRETE SLABS. 1D.20 POUNDS PER SQUARE FOOT L.L.AND GREATER MAYBE COMMERCIAL APPLICATIONS AND RESIDENTIAL EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY CARPORTS. THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMD-LISTED OF CA1-1F� 11.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. EVALUATION REPORT.AT MINIMUM,SUBMISSION FORA BUILDING PERMIT MUST INCLUDE THE NOW LOAD: FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: 66723-16 DESIGN CONSIDERATIONS: A TITLE SHEET AND GENERAL NOTES. ROOF/S 11.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS:1/41NCH PER FOOT. e.STRUCTURAL CONFIGURATION(i.e..SOLID OR LATTICE ROOF,FREESTANDING OR ATTACHED). 12.MINIMUM COVER PROJECTION IS 101. C.BASED ON THE REQUIRED DESIGN LOADS,SITE-SPECIFIC RARER AND/OR PANEL SPAN < 13.MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET,WHERE COVER IS ATTACHED TO THE TABLES, EXISTING OVERHANG. .TYPE OF HEADER,POST TYPE QUANTITY.FOOTING SIZE REQUIRED)BASED ON THE STRUCTURA O 14.COVERS ARE DESIGNATED"RIDGED BUILDINGS'AS DEFINED IN ASCE/SE17, SITE-SPECIFIC DESIGN LOADS. ENGINEERING FIRM DURALUM 15.COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS.RIDGES AND ESCARPMENTS AS DEFINED IN E.APPROPRIATE STRUCTURAL DETAILS. ASCE/SEI 7. F.OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING IAPM0 0195 16.THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS"OPEN STRUCTURES;IN JURISDICTION. _ �� >•� ACCORDANCE WITH ASCE/SEI 7. - // I F!�'��[E'fyGfA? '!iJie+Cs' 17.THE RATIO(TP),COVER MEAN ROOF HEIGHT(H,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P.FT), SHEETINDEX: SHALL NOT EXCEED ONE(1). STRUCTURAL ENGINEERING AHI APPROVAL 18.THE RATIO(UP),COVER LENGTH(L.FT.)DVDED BY THE COVER PROJECTION OR WIDTH(P,FT),SHALL NOT SHEET# SHEET TITLE/DESCRIPTION BE LESS THAN ONE(1). 2E930AO VIVO.CA 2DO 926 FAX- I949)305.14M T-0..................TITLESHEET, DESIGN LOADS,GENERAL NOTES MISSIONMQD.DA93691 FAX: 1949)305�142A MATERIAL SPECIFICATIONS: 6 SH-1.............SOLID PANEL STRUCTURES STRUCTURAL ENGINEER 20.BEAMS STALUMINUM ALLOYS INTERIOR COLUMN SUPPORT. OF RECORD: DOSnNXROSEPINXSE SBBS 20.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN.PROVIDED THEY ARE REGISTERED SH-2............OPEN LATTICE STRUCTURES WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. SH-3.............PANEL SPANS TRI-V,W-PANEL&FLAT PAN POINT OF CONTACT: WHONI'TRAN 21.CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 1 22.DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT.DESIGN LATERAL SOIL BEARING SH-4............MINIMUM FASTENERS PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS 100PSF/FTa2 PER SH-5-6.........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL&PATIOS TABLE 1806.2 AND SECTION 1806.3.4. SH-7 7............HEADER BEAM TYPES,COLUMN/POST TYPES s 23.EMBEDDED STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED,AND CONFORM TO A500 GRADE B. f ROLL-FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 60 G64 SH-8..........-.EXISTING EAV E CONNECTION DETAILS a 24.FASTERNERS:ALUMINUM BOLTS SHALL BE 2D24-T4;STEEL BOLTS SHALL BE ASTM A-307.Al BOLTS SHALLBRACKETSe' , -� q�K HAVE STANDARD-CUT PLATED WASHERS.WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN SH-9............HANGER CHANNELS AND MOUNTING ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. SH-10..........COLUMN/POST SURFACE MOUNTAND FOOTING EMBEDMENT DETAILS ��Vlll 6 25.THE POST-INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BESIMPSON STRONG TIE SH-11 ..........LATERALFORCERESISTINGSYSTEM/MIN.NUMBEROFREQ.COLUMNSDili 26.ALL SCREWS ARE SELF DRILLING(SDS)OR SHEET METAL SCREWS ISMS)IN CONFORMANCE WITH ICC-ES ESR SH-12..........BEAM TO POST&LATTICE TUBE TO RAFTER CONNECTION DETAILS Re461o9s '- 1976ORAPPROVEDEQUAL. ' DING AND SAFETYWSI�Wl Z7.THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH SH-13..........HOW TO DETERMINE TRIBUTARY WIDTH&FAN BEAM DETAILS +RESIDENTIA,ATTACHED PATIO COVERS ONLY 110AND 2D PSF). SH-14..........BEAM TYPES FOR ATTACHED&FREESTANDING SOLID COVERS28.SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 15052, SH-15.17.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,IO PSF L.L,110-13i%AN APPROVAL EXCEPTION 2. SH-18-20.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.L, 110-130 MPHWIND SPEED CONVERSION TABLE: SH-21-23.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L, 110-130 MPH THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. SH-24-27..-..SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L,110-1��hHEWED BY MC FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND SH-28-30.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSFS.L, 110-1 / SH-31-33.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L.110-130 MPHftArr DAIL IT SPEED BY O.6 mi EXAMPLE:CRCIIRC WIND SPEED IS 85 MPH.THE COVER CONSTRUCTION SH-34-36.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 10 PSF L-L, 110-130 MPH DRAWN BY AT $ SHALL BE BASED ON 65 MPH=110 MPH. SH-37-38.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.L,110-130MPH 0.6 SH-39-40.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L,1IOVMWcfd mpbmshall not be co f0'I iP _ an GM g SH-41-42.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L, 110-1 MPH o t ebbAsmorcity 3 WHERE SNOW LOADS OCCUR,IT IS THE REPONSIBILITY OF THE SH-45-06.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L;110r@lftldtitib3 and ordinances. This set of appr plans mII W eL CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL STRUCTURES SH-47..........INSULATED ROOF PANELATTACHMENT DETAILS johsite until completion. F AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SH-48..........SNOW DRIFT DESIGN I 6 SLIDING,PER ASCE 740,SECTION 7.7 AND 7.8,IS REQUIRED.SEE SH-49..........SPAN REDUCTION FACTOR TABLES SHEETS 49 FOR SPAN REDUCTION FACTORS. SH-50.........ADDITIONAL STATE LICENSURE STAMPS C H s O I A g D E F G H I J O SOLID PANEL STRUCTURES o N CD u� ROOF W rn o� ATTACHMENT OVERHANG, ATTACHMENT OVEORHANG, I- Q rn ROOF PANEL SEE TABLES SEE DETAIL A,B&C, CFNG OR WOOD,OR SEE DETAIL A,B&C, (F OR WOOD,OR U SHEET 4 FOR ROOFPANEL ATTACHMENT TO SHEETS A(VD lqj�O RUCTUR WALL SEE ROOF PANELSEETAOOFBLES SHEETe SH�ATTACHMENT TO ( RUCT WALLS SEE O 0 Q S ST SHEET4 FOR ROOF ANO OF ST O X SUPPORTING HANGRER BEAM. THFPRD eCTOSS TtigRVIES SHEETS PAN SU�NGER BEAM. MIN.0.25"SLOPE PER FT. TkF pR�"� SS TSAR/FS SHEETS III tv a z 0. SPAN O. R p O "O.H."NOT TO EXCEED 25% "O.H:'NOT TO EXCEEC 25% OF ROOF PANEL F C) (qOF ROOF PANEL CID C?ALLOWABLE SPAN ALLOWABLE SPAN SEE DETAIL 11.SHEET 12---'/ &FAA, SEE DETAIL 11,SHEET 12`/ B rn FOR MANDATORY SPLICE. PpS SPAN/ BEAM-SEE TABLES FOR MANDATORY SPLICE. POST SPA ° NO BEAM SPLICE AT TSp OS AN/ BEAM-SEE TABLES h µ EXTERIOR POSTS. SE" TAB(ESG N EXTERIOR POSTS. SE E 7ASt LING FOR POST SPACING i FESSI �p POSTS,SIZE VARIES O././. pH OQKO < ` SEE SHT.11 FOR MINIMUM 25=NOT Tp POSTS,SIZE VARIES FXpg pTTp N NUMBER OF REQUIRED COLUMNS OFSgM CFEQ SEE SHT.11 FOR MINIMUM ppg 25y, A((OwAS(ESP NUMBER OF REQUIRED COLUMNS A((p�CF SPAS 5885 r Il} 31/2"SLAB ATTACHMENT) MAY BE USED 3 1/2"SLAB ATTACHMENT WHERE PERMITTED, NOTE:NO SPLICE AT EX [OR POSTS MAY BE USED WHERE PERMITTED. OF SEE TABLES SEE TABLES Opl\F� NOTE:EACH COMPONENT IS INTER- NOTE:EACH COMPONENT IS INTER- 06-23-16 FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER q SEE TABLES - COMPONTENT UNLESS OTHERWISE SHOWN. SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION DURALUTA ._ IAPMO 0195 ANJAPPROVAL ROOF PANEL SEE TABLES �:. SHEET ATfACHMETTO OOF PANELCFNG ROP ST ROOF PANEL SEE TABLES (ENGT/1p T SUPPORTING BEAM. 0.H RUOTURF SARI SHEET 4 FOR ROOF PANEL MIN.0.28"PER FT O.H. PSTRUCTUR FS ATTACHMENT TO E CARIES SUPPORTING BEAM. f{{ O.H SPAN S O.H. gpA "O.H."NOT TO EXCEED 28% SPPN i OF ROOF PANEL "O.H:'NOT TO EXCEED 28% - OFROOFPANEL ALIL 11,SEET 12 // ALLOWABLE SPAN s SEE DETAIL 11,SHEET 12 FOR MANDATORY SPLICE. BFA(y SEE DETAIL 11,SHEET 12✓ NO BEAM SPLICE AT, i�.�fy.._ SEE TspAc/ BEAM-SEE TABLES FOR NO DATORY SPLICE.BEAMSPLICE AT P051M'SPgN/ BEAM-SEE TABLES w os�e REVISIONS f EXTERIOR POSTS.' TgBCFSNG - FOR POST SPACING = EXTERIOR POSTS. SEF TAS ACING FOR POST SPACING i a POSTS,SIZE VARIES �� x (ES T III N`oTTO POSTS,SIZE VARIES O.R.NO dl ; OFS 3 1/2"SLAB A COS N 3 1/2"SLAB q(BV4MAY BE USED N TO CONSTRAIN w f f SPAN MAY BE USED (pNatE SP Y8 VIl3< 4 TO CONSTRAIN �AN 45 EL JDBR eiBii T FOOTING, — -- FOOTING,SEE DATE Buis € TA� TABLES T FOOTINGS DRAWN BY AT ,1�Ai1111�uEld6!�lJl! Q ! IF_ FOOTINGS SEE TABLES CHECKED GM ^1!F�b1Y W1E t� NOTE:EACH WITH ANY ENT(SINTER- NOTE:EACH COMPONENT IS INTER- . . "TfQt,I/1!bl19(h" CHANGEABLE WITHHSS OTHER CHANGEABLE WITH ANY OTHER e COMPONTENT UNLESSOTHERWISESHOWN, COMPONTENT UNLESS OTHERWISE SHOWN. SOLID PANEL i . STRUCTURES s B TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION ; SH - 1 A e C D E F G H I OPEN LATTICE STRUCTURES W N N o W rn co l ~ Qc RAFTER,SEE TABLES WALL LEDGER ORSEE U 6] FbS SO WALLLEDGEROR /ST/NG&&140/TUG SHEET B. SC O /TO/A,G ROOFOVERHANG, W 25%O MAXO.H.R O.H SEEDETAILA,BSC, SHEETS. Q z cn ?S O ALLO`NSPZZ RAFTER,SEETABLES O zg�M.- 25—1—ALLOWABLE o.H I 'cc?:)" - C:, -' SPAN STSP�O � d- q0/%. 6) MANDATORY BEAM SPICE-SEE DETAIL 11,SHEET 12 NO BEAM SPUCEAT ��060` ESS I(11�� EXTERIOR POSTS 0 MANDATORY BEAM SPICE-SEE K' LENGTH OF STRUCTURE VARIES i DETAIL 11,SHEET 12 ��uHDG. DST WITH SIDE PLA S NO BEAM SPLICE AT 9� 74 5 Z 3 S 0 SEE SHT, 11 FOR MINIM N EXTERIOR POSTS �T S 5885 yT SP NUMBER OF REGU �G SFFT Pqh� CDl-UMNS I LENGTH OF STRUCTURE VARIER '1@�FryG 312 SLABATTACHMENT POST WITH SIDE TES P BF9,y MY BE USED MERE POST � SEE SHT, 11 FOR MINIMUM PERITTED.NOTE EACH COMPONENT IS INTER- SFF sPgP'I'Yi SEETABLES FFFTgP G' COLUMNS NUMBER F REQUIRED OF CAL1F- COMPGEABLE WITH ANY OTHER ONTENT UNLESS OTHERWISE SHOWN. Tq s FOOTING WHERE REQUIRED, NOTE:EACH COMPONENT IS INTER- s Pos�+s, 31W SLABATTACHMENT 06-23-16 SEETABLES CHANGEABLE WITH ANY OTHER s sP Nv MAYBEUSEDWHERE NOTE:THIS OPENE COVERED. STRUCTURE FFT qO/N� PERMITTED. — MAY NOT BE covEREO. COMPONTENT UNLESS OTHERWISE SHOVWN. '4scFs � SEETABLES NOTE:THIS OPEN RED. STRUCTURE MAY NOT BEE COVERED. ERED. FOOTING WHERE REQUIRED, SEETABLES DURALUM TYPE "E"ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE 'IF" ATTACHED-MULTISPAN LATTICE STRUCTURE IAPMO 0195 AHIMPROVAL 5 RAFTER.SEE TABLE FOR SIZE ANDSPACING MAX OM RAFTER,SEE TABLE z .y�25%OF RAFTER O.H. FOR SIZE ' kpPnW,t ALLOWABLE ANDSPACING PoSt( SPAN .y FRAFTER 25%O O.H. z SP'VC/yGG zs°. T ALLOWABLE O,cPOST�HAryG E s gCWG i c Fc REVGIONS 9 � 600 2 E E 12 rsra wr oT.taw'ry1 k 9 LENGTH OF STRUCTURE VARIES 0 6o. Zq MANDATORY BEAM SPICE-SEE G 3� DETAIL 11,SHEET 12 NO BEAM SPLICE AT POSTCROSSSECTI LENGTH OF STRUCTUREVARMS R G EXTERIOR POSTS �2S/. SEE POST DETAI F P MANDATORY BEAM SPICE-SEE 451ELJOBN 161511 p TgB(g0/NO. DETAIL 1L SHEET 12 POST CR T DETAIL ION, FS 312'SLAB SEE PORT DETAIL DATE 06211B `- NOBEAMSPUCEAT ,5... NOTE:EACH COMPONENT IS INTER- PD MAY BE USED IXTERIDR POSTS DRAWN BY AT CHANGEABLE WITH ANY OTHER s TO CONSTRAIN T FOOTING,SEE IFS r' 3 VP' E USED COMPONTENT UNLESS OTHERWISE SHOWN. FFTq Pq /N TABLES ro coNSTRNN - NOTE THIS OPEN LATTICE-TYPE STRUCTURE S NOTE-'EACH COMPONENT IS INTER- s�s sP MAYNOT BE COVERED. Gry FOOTING,GEE CHECKED GM CHANGEABLE WITH ANY OTHER FT q TABLES FOOTING SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. <Fs NOTE:THIS OPEN LATTICE-TYPE STRUCTURE FOOTING SEE TABLES OPEN LATTICE MAY NOT BE COVERED. STRUCTURES e TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE i SH - 2 A B C D E F o G H I `t SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C N N o 24"TRI-"V"PAN 12"x 3 112"W PANEL 6.18•x 2&FLAT PAN W c� zs• .4p• .4p' sn R=.f1T �--{{ n• .09R (LS AT' U V .fii' .7)• .i 5' 180' L 1.. U) .a°' .7s• 4s• CALL UNHARKEB RADII .06R) 'V x T-<SEE TABLE 43' BELDVI 3°" b5, T" (SEE TABLE .70' 25" t O L)J L¢ 2 S. L 8' L 0' .as- 5' BELDV) 282' iTCSEE.30 TABLE BELOW 2 7' \ Du - 40' 45- U O I 35' JS' b5• TYP. Q O AT I ,1. .40' I--,4W• L92' L92' .75• 1.92' O 3.p0' Sp' 6.5p'--�-4.SP I50' 3pp' �433• L3• L3' p .433• Ste,. 0 � LL7 ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3D04-H36 OR EQUAL ALUM.ALLOY 3004-1-136 OR EQUAL ` m 24°TRF'V'PAN 12"x 3 1/2"W PANEL Wx 2X-FLAT PAN 6"x 2&FLAT PAN WSL PANEL'T 110MPHSPAN 120MPHSPAN 130 MPH SPAN LOSL ppNELT 1t0MPH SPAN 120 MPH SPAN 13p MPH SPAN LVSL PANELT 110 MPH BPAN 120 MPH SPAN 130 MPH SPAN LUSL PANELT 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EKRC 9N.) E(P.e EXP.0 EKP.B EXP.0 EKPA EXP.0 IIN.) EXP.B FXP,C EXPA EXP.0 EXP.8 EXP.0 ON.) E(P-8 I EXP.0 EKP.B EXP.0 EXP.B EXP:C 10•-3' 3S$' -3 317-0^ 3 '- 3- 7 - .@0 $ 72'$' 12'$" 12'$' 4-T 14'-7 14' 14' 14'7T 4 "' Ao 2-0B 0-9'2V' 020 9'-6 2--1 - '-3 1T2' 1 0T 10'7^ 9'-it" 118-T 8-1' 0B2 .Odo(1) 12'$' 12•$" 12'-3' 12V^ 12'$' 12'-3" 15'$' 15'-3^ 15'-3" 15'-3' 15'-3' 15'-3' 13'-7' 13'-7' IT 13'-7- 13'-7' ITT 5'-1 D' 5'-10' WIT 5'-10' 5'-10" 15A D' 3 10 .024 iD'-0' 9'-9^ 9'-9' 9'-2' 9'-3° e'-T D24 13'-2" 12'-7" 12'$" 11'-ID 12'-0" ,i•_,• .024 ,2'-1' 11'i' 11'-6" 10-9' 10'-10" 70'-1" 024 ,4'-2' 13'-0" 13'4' 12'-B' 12'-9' ,2'-1' S 5885 A . 14'-3' 14'' ' 14'-31 14'$" 14'$' 14'-3' iD 1T-7" ,T-7" 17'-7" ITT" 17'-7" ITT' 10 167' 167' ,S-7" 15'-7" 15'-7' 167' 10 1"- 78'A" 18'-0' 181-W 18'-0" 18'-D" - 72'$' 12 1' 12'-1° 11'-2' 71'-3 70'$" -D iSfi' 14'-9" 14'-9" 14'-0" 74'-i' 13'-3' D 14'-1• 13'-1' 13'-4' -0� ,S-9' 15'-0' 15'-1° 14'J' .018 8A" B4^ 8'-0' 8'-0• 8'4' 8'-0' -�0 ITT" 19'.7" 19'-T 19'-7- 177" 19'-7- .N0 17'-7" 1T-7" 77'-7" 17'-7' 17'-7" 17'-7' w0 194" 79'-4- 19'-4- 19'-4' 19-0' 19'-0" T-9" T-5' T-5' T-2" T-2" 6'-10' iT-7" 76'-8" 78'-9' 15-9" iS-0' 15'-0' 15'-7' 4L10' 14'-10' 74'-1' 14'-2' 73'A" 7T-6' 16'-10` 1T-0" ,S4' 16'-6' 16'-0" OF (.gL7F� 20 .024 10-T 10.1' 10-i' ,0'-1' 10'-1' 1P-1" p20(t) 1T.T 11'-3" 11'-3' 71'3" it'-3" 71'"3" .�0 10'-2" 70'-2° 1V-2" IT-Y 1V-2' ,B-2' ,020 12'-1" 12'-1' 1r-T 12'-1' f2'-1^ 1H4' B'$• B'-0' B'S' B'-1" 8'-1" T-9' 10'-1' 9'-6" 1-6- 9'-0' 9'-1^ 8'•8" 9'-1' g'-9' 8=9' 8'-0' 8" T-71' 7D-ID" 10'-0' 10'-3^ 9'-9" 7-,0" 9'-5• 06-23-16 .032 1r-T 12'-P' 12'-i" 12'-,' 17-1' 12'.1' 12'$" 12'$' 12'-6" 72'-B" 12'•6' 1Y-6" 11'-4" 11'-4" 11'-4" 11'�' 11•-0^ 11•-0" 13'.'S" 13'-3" 13'-3° ,3'J" 13'3' 13'J' 4 10'-9' 10'-3' -D24 1,'-2' 10'$" 10'-9' 70'3' 10'-0" 9'-10' D24 ip••i• g•$• g,-g• ga. g�yr. 8,71• .024 12,2' ,1'$' 11'-e" II.'-2 11'-3' 1D'-7" .D78 7-3' 7-3 7-3^ T-3" 20 14'$" 14'$^ 14'$` 14'-8" ,4'$° 74'-8' 20 13'-D" 13'-0' 73'-0" 73'-0'. 13'-0" 13'-0' 20 15'-G p� 5-10' .032 13'$• 12'-9' 12'$' 12'4' 12'-4' 71'-T .032 it'-1 D" 11'-0' 11'-6' 11•-0' W-0" iftfi�G 14'-2' i3'-9' 73'-T 13'A" IV-in 12'-V DDRALUIV� 26 .024 8'-9' B'-9' B'-9' B', 0� 16'$" 16'-3" 15-3' 18'-3'. 16'-3' 16'-3' W-6' W-6' 14'-6" 14'-6" 14'.6 14'-6' .�0 ,S•B' 16•$• tc-e• ,6'$• ,6'-e" Ise" IAPMO 0195 15'-1' 14'-7' 14'•T 13'$' 14'-1" 13'-Y 13'$" 12'-,0' 1U'-V.040 123' -2" 75'-2" ib'-10' ,4'-10" 14'$" 9-8' 9-e' 9-8. 9-B• .OZD(1 11•-1• 11'-1" 11,11 11'-1' ,1'-1" 11'-1" .D20 9'-9. 9'-9" 9'5' 9'-9^. 9'.9" 9'-9" -�0 10'-0' 10'-4" 10'-4' 10'4" IVA" IVA" 10'-2' 9'-T 9'$' 9'-2' ) 9'-10' 4'3" B'-5" 8'-1T 9'-0' e'-6' B'-1," B'-e' B'$' e'-3' 8'-3" T-10" 70'$' 10'-T t0'-3' 9'$" 9'-9^ 9'A' AHIPPPROVAL .018 ST 67' VT 6-7 67" 6-T. 12'-0, 1XV 12'-0' 12'-0' 12'-0" 12'.0' 10'4' 10'4^ 1D'A' IVA" 10'A• 10'�4• 11'-1" 1T-1" 1T-1' 7T-7• 1T-7" 1T-1" T$' T-W T-0' 6'-9' 6'-10" 6•-7" .D24 ,1'D" 10'-T" 10$' ,0'-2' 10'-3• 9'-9' �D24 9'3' g'-10" -D24 12'-W 1,'-6' 1,'-7" 10'-10" 5 B'3' B'3" 8'$" B'3' S-3' 8'3" 25 13'2" 13'-2" 13'-2' 13'-2" 73'-2" 13'-r Z5 7TA' ,i'A' ,1'A" ,1'A' ,1'A' 11'-0' 35 12'-1" 12'-P 12'-P 72'-1" 12'-7" 7Y-1" 30 .029 8'$" 6'-0" B,-0^ 7,-9' 7'A' TS" .032 73'-1' 12'-7" 12'-8S 12'-2" 12'-3" 11'$• D 11-70" 1,'3' 11'3" ,0'-T 10'-7D" 1VW D32 14'-1" 13'-T 73'-B' 13'-T 73'-2' 12'A' .O;i2 9-1" 9'-1' 9-1" 9'-T 9'-T 9'-1" 74'-2' 14'-2° 74'-2' 14'-2' 74'-2• 14'-2` 12'-3" 12'3' 72'-3' 12'-3' 12'J' 12'-0" 13'-1" 13'-T 13'-i' ,3'-7" ,3'-1" 73'-7" 9'-IT 9'-6" 9'-6" 9'-1• 9'-2' 8'-10' �D4D 75'-0' 14'A' 14'-2" 13'-T 13'-8" 13'-0' .D40 13'd' 12'A" 12'-9" 12'-3' 12b' 11'-9" -DQO 75'-0" ,5'-1' 15-T 74'$' 14'-9' 101-V 10', 10'$" 10'-s ,0-6' 10'-6". 9'-3' 9'-3' 9L3' 9•-3• 73' 9'-3^ 9'-9^ 9'-9" 9,-9• 91-9" 9'-g' 9•-9' TABLE 1-MULTISPAN REDUCTION FACTORS 020 tl) .DZO T 10" T-0" -D2D 9-1T 9'd 9'-7" 9'-2' 9'A" B'-17" FOR ROOF PANELS 11'$" 71'3' 71'-3' 11'-3' 11'J' 71'-3' 9'-9' 9'-9' 9'-9" 9'-9' 9'•9' 9'-9' iVA ID'-0' 10'A' 10'A" 10'A" - RDDFUVEISNOW LOAD.P8( 30 .024 i0'$'. 1D't" 102" 97' 99' 92' .D$ 9'$' 9'-T 9'-2° 8'-1I 8'-1T B'-0" 024 N'A' 10'S' 11'-0' 10'A' 10'-6' 9'-11" RODFPANELTYPE 10 20 25 30 40 50 p 12'$". 12'$' 12'$" 12'-6' 12'-6" 10'-9' 10'-9" 10'-9" 10,W 10•-9^ 10'-T 11'A' 71'4" 11'A' 11'A" it'A' 11'A• 6 12"X3YaX0.020' - - 0:88 0.83 0.75 O.Bo .D32 ,032 .032 24kZY2W.010" 0.05 0.80 0.65 0.65 - 12'-6' 12'-1" 1/•-70 i1'S 1T-fi' 11'-1' ,i'-1' ,d-0" 10'-9' 70'A' 1.A" 10'-0' 13'-2" 12'$° 73'-0' 12'$' 72'-T 11'-10' a 24-,O} k0.024" 0.90 0.88 0.70 1 0.65 - REVISIONS I 13'-0" 13'A' 13'4' 13'4" 13'4" 13'A' 11'-7" 11'•T 11'-T 11'-T 11'-7" 11'-T 12'3' 12'-3' 12'$". 72'-3' 1r-3" 72'-3" .o4D .oao .oao BM« a;c pEBCAPTP9 24'x2J(�k0.D32" 0.90 O.BB - - - - 14'-Y ,3'$' 73'$' 13'-0' 73'-3' iZYi' 12'-7" 12'-2' 72'-2' ,1'$' 11'-9" 11'-3" 14'-9' IJ<4 14'-7' 14'-1' 14'-1" 13'-T (1)MULTISPAN REDUCTION FACTORS ARE ONLY 9-1" 9'-T 9•-1' 9'•1. V 1, 9'-1' B'4" 8' 7, B•4' e•A" 6•A" B'A' V-0• 9'-0" 9'-0' W-T 9-W 9'-T APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN .pzD(t) 8'-3^ B'-1^ 8'-1' T-,0" 7•-70^ 7•-6^ .azo T-B" 7•-6^ Ts Ta` T-2" 6'-11" •020 9'-i' B'-70" e'-10" B'-7- e'-6^ e'-1' IN TABLE IABOVE @4 10'$" 10'-3' 10'-3' 10'3" 10'J' 70'-3' .�4 9 9 " 9, " 9 9 9 a .Oz4 9$• 9$' 9$ 9$• B� 9-0. B'-T -3" 40 40 40 451ELJOBx 1610T1 032 114' 1P4' 11'-0" 714" 11'4' 11'4" 9'-9' 9'-9` 9'-9" 9'-9' 9'-9" 9'-9" �2 12'-T 72'-9" 11'-9" 12'4' 12'-5" ti'-T 7 NOTE:PANEL FASTENERS 11'$" 77•-7^ 11'4r 70•-T 7D'$" 10'-3" 10'-2" 0'-70" 9'-10' 9'-T 9'-7" 9'3" 70`•3' 10'-1" 10'-i' 9'-1D' 9'-10' 9'$' DATE o6zt-ts 0 ARE SHOWN IN TABLES 1,2 AND 3•SHEET 12'2' 1r-2^ 12'3' 1Y-7 72-2" 1z'2 - 10•7" 70•T ma' ITT" ,D'7^ tD'7D^'-6" - ,1'123"'-9' 7 -2° 1 112• 112' 17•2"- AT T3.DD 134' DRAWN 6Y 2'4' T18 0'-ID' •T FOOTNOTE: "SAMPLE" .020(1) 8•-2' 8-2- B-2" 1-2' fr 2' 8-2• ,02o T-5" T•S• T"5' 7•-6• 7$' T-5' .�0 8.3' 83' B-3" 83- BJ" B-3" CHECKED GM -i t" 5-11" 6'-9' 6'5- B'-5' 6'-S 8'J' S3' 6'-i" T$' T-7" T$" T-5' T$" T-2" FIGURE INDICATES c ATTACHED .024 91-2, 7-T 9'-2. 9'-2' 9'-2' 9'-2" .D24 B'-3' K B'-3" 8'.3• B'-3' .024 8 9" 8 9" 819. 8 W 819. 819. 3� FIGURE INDICATES B'-0• T-10' T-7o^ T$" T$" T$" T-0' T-1' T•o' fi•-„• B'-9' a•-r B•SO -T• B•s" e'4" B'-1" PANEL SPANS TRI-V, FREESTANDING BD 032 D3z D32 W-PANEL& FLAT PAN ; 70-T iD'-T 10'-7 10'-T 1D'-T 10'-7' 9'-1' 9'-i" 9'-i' 9'-1' 9'8- 9`$' 7-81 9'$' 9'$' W.B. 4 9'-7" 8'-11' 8'-9' S'-S B'A" B'3" 10'A' ,0 3- 10'-3' 10'-7" 10'-1" , 3V i i'$" 11'-3' 71'-3" 1 T'-3' 71'-3' 9'-9' 9'-9' 9'-9• 9'-9' 10'A' 10'A' 10'A' 10'A" 10'A' 10'4" f .WO TT-0' 1D'-10' 1D'-10" 70'-T io'$" 1D'A' .p9p 9'10" ' 9'S" 9'-7" 9'2" .040 1T-10" Tied' 11'-9' ,t'-6" iT$' 11'-2' (�� _ J l A 9 C oD E F O H J I O MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER N N o FOR ATTACHED AND FREESTANDING SOLID COVERS Q TABLE 1 TABLE 2 TABLE 3 z "' 0 11-1° (2) 2"x6 %2" AND WALL HANGERS, 3"x811 AND EXTRUDED AND 3"x8" WITH I � 6 %2 ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS UJ 0 ' o ¢ 0 } NUMBER OF NU.14 TEK DR SMS SCREWS r UMBER OF N0.14 TEK OR SMS SCREWS PE I' NUMBER OF ND.14 TEK OR SMS SCREWS aF PER FOOT OF BEAM LENGTH ?F -DOT OF WALL HANGER AND BEAM LENGTH PER FOOT OF BEAM LENGTH 110 MPH 120 MPH 130 MPH �3 110 MPH 120 MPH 130 MPH c3 110 MPH 120 MPH 130 MPH N ~ EXP. BI EXP. q EXP. B EXP, C EXP. BI EXP. C ~ EXP, B EXP. C EXP. B EXP, EXP. B EXP, C ~ EXP. BI EXP. 0 EXP. BI EXP, q EXP. B1 EXP. C �l 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 5 1 2 2 2 2 2 5 1 1 1 2 2 2 5 1 1 1 1 1 1 QQpfESSlgy9� 1 1 1 1 1 2 1 1 1 1 1 1 0 6 2 2 2 2 2 3 6' 1 2 2 2 2 2 6 1 1 1 2 2 2 1 1 1 2 2 2 1 1 1 1 1 1 w o S 5885 ' 7' 2 2 2 3 3 3 2 2 2 2 2 2 7 1 1 1 1 1 2 1 2 2 2 2 2 1 1 2 2 2 28- 21 1 1 1 1 1 8 2 2 3 3 3 8 2 2 2 2 3 3 1 1 1 2 1 2 91 2 2 2 2 2 2 g 1 2 2 2 2 2 g 1 1 1 1 1 1 of CAL\ � 2 3 3 3 3 4 2 2 2 3 3 3 1 1 1 2 2 2 2 2 2 2 2 3 1 2 2 2 2 2 1 1 1 1 1 1 06-23-16 10 2 3 3 3 3 4 10 2 2 2 3 3 3 10 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 1 1 1 1 1 2 11' 3 3 3 a 4 a 11' 2 3 3 3 3 3 11 1 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 1 1 1 1 1 2 DURALUM 12' 3 3 3 4 4 5 12' 2 3 3 3 2 4 12' 2 2 2 2 2 2 IAPMO 0195 2 2 3 3 3 11 1 1 1 1 2 13' 3 4 4 4 4 5 13' 2 3 3 3 3 4 13 2 2 2 2 2 2 A!"APPROVAL FOOTNOTE: "SAMPLE" s FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING I i 3 1 z 6 S REVISIONS us>K w1B urscw:ux Bi071 r q BTEL JOSR B B GATE 0fi2316 q` 3 DMM BY AT CHECKED GM q 3 PANEL SPANS TRI-V, ; W-PANEL & FLAT PAN S B SH — 4 s A B L o D E F G H I 'V CV RAFTER SPANS FOR OPEN LATTICE STRUCTURES 1101120/130 MPH EXP. B & C N co o �w 3"x 8"RAFTER w 0. DBL.2"x 6 1J2"RAFTER w 4� zz zz 2"X6112"RAFTER zz (� � Q WSL �T� <$ 110 MPH 120 MPH 130 MPH "T� ¢� 110 MPH 120 MPH 130 MPH ^T' ¢� 110 MPH 120 MPH 130 MPH U 43i (IN.) wo EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 LLlSL (IN.) w0 EXP.B EXP.0 EXP.B EXP,C EXP.B EXP.0 LUSL (IN.) w6 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 �= O O Q 29,-8" 29'-6" 29'-B" 28'_9" 29'_3" 26'_3" ;14'1 15'-10" 16'-0" 15'-0' 15'-9" 13'-8" 22,-6" 22'-4" 22'-W 21'-1" 22'-2" 19'-2" ' Of LU LL 16" 16" 16' 10 26'3" 26'3" 26'-3" 26'-3" 26'-3" 25'-7" 14'-2" 14'2" 14'-2" 14'-2" 13'_9" 19'-10" 19'-10" 19'-10" 19'-70" 79-10 194 w — 042 U CD 24'-2" 24'_1" 24'-2" 23'-6" 24'-0" 21,-6., .024 13'-D" 13,-1" 12'-W 12'-10" 11'_2' .024 18'4" 18'-3" 18'-4" V-3" 18'-2' 15'-8" Q 24" 24" 24" 21'-6" 27'-6" 21'6- 21'1i" 21'-6" 21'-0" 11,-7" 11'-7" 11'-T' 11,-7" 1 V W 16'-3" 16'_3" 16'-3" 16'-3" 16'-3" 5'-10" o — " 23'-D" 23'_0" 23'-U" 23'-0" 23'-0" 22'_9" 20'-2" 20'_3" 19'-8" 20'-7" 18'-2" 28'-7" 28'-6" 28'-7" 27'-9" 28'-3" 25'-7' Mo U) o 16" 16" 16„ -q LO — 20 21'-10" 21'-1 -10" 21'-10" 21'-1 D" 21'-10" 18'-0" 17'-7" 25'-3" 25'3" 25-3" 25'_3" 25'-3" 24'-8" N.042 18'-9" 18'-9" 18-9" 16-9" 18'-9" 18'-9" 10 .03224" .032 24 18'_6" 16'-7" 16'-1" 16'-4" 14'-10" 10 24" 23'4" 23'-3" 23'4" 22'-8" 23'-1" 20'-70"17'-10" 17'-70" 17'-10" 17'-10" 17'-10" 17•_10" 14'-8" 14'-B" 14'-8" 14'-8" 20'-8" 20'$" 20'-8" 20'-B" 2D'-6" 20'-2" 19'-8" 1g'-8" 19'3" W-13" 19'-8" 19,-8" W-6" 24'-4" 24'-6" 23'_g" 24'3" 23'-2" 34'-7" 34'-4" 34'-7" 33'-7" 34'_2" 32'-B" 16" 16" 161, �pFESS 1C}yy< 25 21'-6" 21'6" 21'6" 21'-2" 21'-3" 20'_8" 21'-9" 21'-9" 21'_9" 21'-9" 21'_8" 21'-2" 30'-8" 30'-8" 30'8" 30'-8" 29'-10" .042 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" .042 20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0" .042 28'-2" 2B'-1" 28'_2" 27'4" 2T-10" 26'-8" 24" 24" 24' 1T-7" 1T-7" 1T-7" 174^ 1T-6" 16'-10" 17-9" 1T-9" 1T-9" 1T-9" 1T-9" 1T-3" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 24'4" y 16'-1" 16'-1" 18'-1" 18'-1" 18'-1" 18'-1" 12'4" 12'4" 12'4" 12'4" 12'-4 12'-4" 17'-4" 17'4" 17'-4" 17,4" 1T-4" 1T-3" S5885 16" 16" 16" 30 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 11'-9" 11'-9" 11'-9" 11'-9" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" .042 13'-9" 'IT-13 13,-9" 13'_9" 13'_g" 13'-9" .024 10'_2" 10'-2" 10'-2" 1O'-2" 10'-2" 10'-1" .024 14'-2" 14'-2" 14,-2" 14'-2" 14--2" 14'-2" 't 24" 15'-7" 15'-7" 15'-7' 15'-7" 15'-T' 15'-7" 241 g'8" g'-8" 9'-8" 9'-8" 9'3" 9'-8" 24 13'-7" 13 7" 13'-7" 13'-7" 13'-7" 13'-7" 15'-101, 15'-10' 16-10" WAY' 15'-10" 15-10" 15'-8" 15'3" IT-8" 15-B" 15'-8" 15'3" 22'-1" 22'-1' 22'-1" 22'-1' 22'-1" 22'-0° OF CAL\\ 16" 16" 16" 40 042 16'-8" 16'_8" 20 .032 15'-0" 15'-0" 15'-0' 15'-D" 15'-0" 15'-0" 20 21'-1" 21'_1" 21'-1" 21•_1" 21'-1" 21'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" .032 06-23-16 24" 24" 12'-1 D" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9" 24 16'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-0" 13'-8" 13•_8" 13'-8" 13'-8" 13'-B" 13'-B" 12'-W 12'_3" 12'-3" 12'-3" 12'-3" 12'-3" 1T3" 17'-3" 17'-3" 1T-3" 17'3" 13'4" 13'4" 13'4" 13'4" 13'4" 13.4" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 26'-8" 28'-8" 26'-B" 26'-8" 26'-8" 26'-7" 16" 16" 16" 15'-0' 15'-0' 15'-0" 15'-0' 15'-0" 76'-1" i8'-7" 7B'-7" 1B'-1" "o'-i" i6'-1" 25'-6" 25'-6" 25'-6" 25'-6" UURALUM 50 .042 042 .042 10'-3" 10'3" 10'_3" 10'-3" 10'-3" 10'-3" 15'-6" 15'-0" 15'-5" 15'-6" 15'-6" 15'-6" 21'-10" 21'-10" 21'-10" 2T-10" 21'-10" 21'-9" IAPM0 0195 24" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 24" 14'-9" 14'-9" 1q'_9" 14'-9" 14'-y' 14'-g' 24f, 20 10" 20'_10" 20'-10" 20'_10" 20'-10" 20'-10" 16 10'-7" 10'-7" 10'-7" 10'-7" 10--7" 10'-7" 16" 15'-10" 15'-10" 15'-10" 15'-10" 15'-10" 15'-10" NOTE SINGLE RAFTERS SPACED 16"O.C.MAYBE USED AT 11'-7" 11'-7" 11'-7" 11'-6" 11'-0" 11'-2" 16'-3" 16'-3" 16'-3" 16'-1" 16'-2" 15'-6" qHJ APPROVAL 32"O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED .024 B'-1"- 8'-1" 8'-1" S.A., 8,-1" 81-11. .024 13'4" 13'-4" 13'-4" 13'-2" 13'3" 12'-g" 24"O.C.MAY BE USED AT 48"O.C.WHEN DOUBLED. 24 9,-0„ 96„ g,_2„ 24" g,-3„ 9,-3„ g_3" 9'_3" 9'3" 9'-W s 16 14,4" 14'4" 14.4" 14'4" 14'4" 14'4" 16 20'_2" 20'-2" 20'_2" 20'-2" 20'-2" 20'_2" 25 14'-9" 14'-9" 14'-9" 14'6" 14'-7" 14'-Z, 20' 20'-9" 20'-9" 20'-6" 20,-7" W-10' 032.032 2411 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 25 24„ 16'_7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 1 12'-1" 12'-1" 12,-1" 11'-10" 12'-0" 11'-7" 17'-0" 17'-0" 17'-0" 16'-6" 16'-9" tfi'-3" i 16" 17'4" 1T4" 1T4" 1T-4" 17'4" 1T4" 761 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" a .D42 17'-9" 17'-9" 17'-9" 17'-7" 17'-B" 17'-1" ,D42 25'-1" 25'_1„ 25'-1" 25'-1" 25'-7" 25'-1" 24" 13'-W 13'3" 13'3" 13'3" 13'_3" 13,_3" 24 20'-0" 20'-0" 20--0" 2D'-D" 201_0•, 20'-0" 6 14'-7" 14'-7" 14'-7" 14'4" 14'-6" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6" FOOTNOTE: "SAMPLE" REVI61oH "Esc6wn"H FIGURE INDICATE wiu wre S ATTACHED FIGURE INDICATES FREESTANDING D.oaz' TYP. 4G JOB, 161071 8.0" .024" 6S" .032" um 6'S oAre 66-zi16 E .042' DRAWN 6Y AT .042" I —1II CHECKED GM I 1I I MINIMUM FASTENERS * 3"x8"RAFTER *2"x6.5"RAFTER *DBL.2"x6.5"RAFTERS � 6 ALUM.ALLOY 30 ALUM.ALLOY3004736 ALUM.ALLOY 3009H38 OR EQUAL04H380R OR EQUAL EQUAL SH - 5 A B O D " E F G H f " e " � N RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C CD N N o ow 2"X 61/2"RAFTER �W DBL.2"x 6 1/2"RAFTER Q Oj LUSL awo 110 MPH 120 MPH 130 MPH LLISL ��T. i� 11O MPH 120 MPH 130 MPH O (IN.) wo EXP. B EXP:C EXP.B EXP.0 EXP.B EXP.0 ON) mo EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 9'-9" 9,_9. 9'-9" 9'-9" 9,-9" 9'-9" 14'-8" 14'-8" 14'-B" 14'-B" 14'-B" 14'-B" ( � W L¢ 16" 10'-3" 10'�" 10'-3" 10'-3' 10'-3" 10'-3" 18" 14'-6" 14'-6" 14'-6" 14'S" 14'-6". 14'-6" U o .024 7'-6" 7'-6" T-6" T-6" 7'-0" 7'S" .024 11,_2" 1T-2" 11,-2" 11'-2" 11'-2" 11'-2" �t C) 24" 8'-6" 8'-6" 8'-6" 8'-0" 8'-6" 8'-6" 24 11'-10' 11'-10" 11'-10 11'-10" 11'-10" 11'-10" o — co 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'46" 18'-7" 18'-7" 1 T-7" 18'-7" 18'-7" 1 B'-7" m M 16" 13'-1" 13'-1" 13'-1" 13'-1" 13'-1" 13'-1" 16" 18'-4" 18'-4" 18'-4" 16'-0" 18'A" 18'-4„ N 30 .o3z 30 .o3z 24" 1D'-2" 10'-2" 10'-2" 1D'-2" 10,_2" 24„ 15'J" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 10'-B" 10'-8" 10'-8" 10'-8" 10,_B„ 10'-8" 15'-1" 15'-1" 15,-1" " 16'-0" 16'-0" i6'-0" 16'-D" 16'-0" 16'-0" 22W- 22'-7" 22'-T' 22'-7" 22'-T` 22'-7" 16" 16" FES81 .042 15'-9" 15,-9" 15'-9" 15'-9" 15'-9" 15'-9" 042 22'-2" 22'-2" 22'-2" 22'-2' 22'-2" 22'-2' y9QF� QYq( 24 12'-3" 12,_3" 12'-3„ 12'-3" 12'-3" 12'-3" 24„ 18'-6" 18,-6" 18'-6" 1 B,-6" 18'-0" 18'-6" 12'-10' 12'-10' 12'-10' 12'-10' 12'-10' 12'-10' 16'-2" 18'-2" 16'-2" 18'-2" 18'-z" 18'-2" m �£, ] is" 8'-0„ 8'-0" B'-O" B'-0" E6�2 8'-0" 16„ 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" S 5885 T -1" 9'-1" 12'-8" 12'-8" 12'-8" 12'�" 12'-8" 12'-8" 1 .024 24 6'-2" 6'-2" 6,-2" 6'-2-' 6'-2" .024 124- :�:�_- - 9,-10" 9'-10" 9'-10" 9'-10" 9'-101, ,.. 7'-2" 7'-2" T-2" T_2" 7'-2" 4" 10'-0" 10'-4" 10'-0" 10'-4" 10'-4" Ea 1 D'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 16'-4" 16'-4" 16'-0" 16'-4" -6-16' OF CAU 40 16 -6" 11'6" 11'-6" 1"' 16'_7" 16,-1" 16,-1" 16'-1" 16'-1" .032 ,032 06-23-16 24" 8'-3" 8'-3" 8'3" 8'-3" B'-3" 8'4" 40 12'-6" 12'-0" 12'-6" 12'-6" 12'-6" 9 4" 9•-4" 81,4„ 9,14" 9,-4" 9•-0" -z"13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" " 19,_9„ 19'_9" 19'-9" '-9" 19'-9".042 16" 139 13'-9' 13'-9' 13'-9' 13'9' 13'-9' 042 -4" 19'�" i9'�l" 19'-4" 19'st" i9'-4" DURALUM 24" 10'-9" 10'-9" 10,_9" 10,_9" 10'-9" 10,_9" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" - IAPMO 0195 11'-3" 11'-3" 1 '-3' 11'-3" 1 V 1 P-3" 10' 16-10' 15'-10' 15'-10' 16-10' 15-10" " 16" T-3" T-3" T-3" 7'-3" 7'-3" T-3" t6" 10'-10" 10'-10" 10'-10" 10'-10" 1D'-10" 10'-10" .024 6 2 8 2 B-2 8-2 8-2 B-2 024 11-4 111} 11-0 11-0 11-4 11.4 pHJ APPROVAL . 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 8'-3" 8'-Y 8'-3" 8'-3" 8'-3" 8'-Y - s 24" 5,_9„ 5�_9„ 5,_9„ 24" 9'4- 9,A,' 9,A�. 9,��� 9,�„ y,�„ 91_9" 9,_9" 9'-9" 9'-9" 9'-9" 14'-B" 14'-B" 14,-8" 14'-6" 14'-8" 14'-B" 50 16 10'3" 1 D'-3„ 10'-3" 10'-3" 10'�" 10'-3" 16" 14'-6" W-6" 14'-6" 14'-0" 14'-6" 14'-6" .032 24 T-O" T-0" 7'-0" T-O- 7,_0" 7'-D" 50 .032 24 1T-3" 11'-3" 11'-3" 11'-3" 11'-3„ 11'-3" 8'-4" 8'-4' 8'-0" V-4" 8'-4' 11'-10" 11'-10" 11,-10„ 11'-10" 11'-10" 11,-10" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 17'-9" 17'-9" 1T_9" 1T-9" 1T_9" 1T_9" .042 16 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6° 042 18 17'-6" 17'-6" 17'-6" 17'-6" 17'-6" 17'-0" 24" 9'-0" 9'-0" 9,-0" 9'-0" 9'-0" 9'-0" 24„ 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 6 10,_2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 14'_3" 14,_3" 14,_3- 14,_3" W-3„ 14'-3" Rmmms wan wTE "ecRrw FOOTNOTE: "SAMPLE' FIGURE INDICATES : ATTACHED FIGURE INDICATES FREESTANDING € i 4s JGB9 0.024* DATE 0&bl6 i .024' 6.5" .03232 6' ' 032' .042' 042" DRAWN BY AT CHECKED GM e 2 RAFTER SPANS FOR '- zo z6 zo _ OPEN LATTICE *2"x6.5"RAFTER *DBL.2'Sc6.5"RAFTERS COMMERCIAL& PATIOS B ALUM.ALLOYMN-H36 ALUM.ALLOY3004-MOR jj OR EQUAL EQUAL j SH - 6 A B C D E F G H R " HEADER BEAM TYPES a 4 CO T 1.52" GUTTER `: O W 1 E%T.CLIP 0.375 N O (D 1 W O .61, 1 .,9, SPLICE [GR�AMDTE JSS INSERT T=0.I25' M1 C) WHERE!1 WHEREALUM. WHERE CA SPLICE OCCURS 3.D' OCCURS 6T6 `�L O Q Q WHERE �I SPUCE B R OCCURS 11 032" � LU � 6.5"L 2.57" WHERE 1 4.6" ALUM. 6.656" 7.0" LU 7 OCCURS O1t0' (� Z O 0.73" p II 4.0' ` 0.075" 3.0" p 0,065" I TYP. Q .038' ' TIP. II 2 04" I TYP. i co (n LP I f I O (n 2I9' I 1 t � - O L__________J 3" SQ.x0.032"ALUM. BEAM o.37s w W/ 12 GA. STL. "U" CHANNEL d 2.93" 3.D' 3.0' .00' E ASTM A653 SS GRADE 50 G60 1.75" 6.5" ROLLFORMp" GUTTER FASCIA MAG BEAM 4" I-BEAM 4.5" MAG GUTTER 7" I-BEAM pQfESSI ALUM.ALLOY ALUM.ALLOY T"1 B C ALUM.ALLOY D ALUM.ALLOY 26' F ALUM.ALLOY 6063-T6 Q 3004-H36 6063-T6 6063-T6 6063-T6 L 1 "C" INSERT ?� 3 G ALUM,ALLOY 6063-T6 w��, S 5885 T-12OR H W/(2) "C" INSERTS 4GA * - 7 875' ASTM ALUM.ALLOY 6063-T6 M53 SS - GRADE 50 OF �L�FV` 0427/ 65" GS0 NOTE: _ 0.032" WHERE'C'INSERT OCCURS AS SHOWN IN TYP a.0" 8.0" SPAN TABLES,IT SHALL BE INSTALLED THE 06-23-16 0.042" 0.042 FULL LENGTH OF THE 7"[-BEAM. t TYP. TYR 0.625' 3.0 �. EACH.HEADER BEAM TOP AND DURALUM ' 2.875' MAX 20° 2.0° BOTTOM FLANGES SHALL BE CUT AT IAPMO 0195 3"x8"x0.042" BEAM EACH INTERIOR COLUMN WHERE 3 DBL. 2"X6.5"X0.042" - OR MORE COLUMS OCCUR.DO NOT ALUM.ALLOY3004-H36 ,� q,p",Iw- ,� M W/ 14 GA. STL. INSERT CUT FLANGES AT END COLUMNS. OR EQUAL 3.0' 3.0" MAX 3.0' ASTM A653 GRADE 50 G60 AW APPROVAL DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM s '� ALUM.ALLOY3004-H36 I\ ALUM.ALLOY3004-H36 ALUM.ALLOY3004-H36 W/ 12GA. STL. INSERT OR EQUAL OR EQUAL OR EQUAL N ASTM A653 GRADE 50 G60 NOTE:WHERE 72 AND t4 GA.STEEL INSERT _- - _S_ OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8"BEAM. 3 T=12 OR 4GA. COLUMN / POST TYPES ASTM M53SS B B GRADE 50 GG0 a.o" G =4"SQ.xt=0.250" =3"SQ.xt=0.188" REVISIONS .042" TYP. 0.024' H =3"SQ.xt=0.250" "`°'"` °"� °"`"�''°" 0.032" 0.042 =3"SQ.xt=0.313" LASTIC J =4"SQ.xt=0.188" b.D' s 1.00" PLUGS 3.o 3.0" -1 t- .s° K B E OBk �,BT, I MAX. .040' ALUM. DATE as29-t5 . DBL. 3"x8"x0.042" BEAM U48- STEEL R10 SMSe 24' Ot DRAWN BY AT EA. SIDE W/ DBL. 14 GA. STL. INSERT 30 30 OR CHECKED GM =; ALUM.ALLOY 30D4-H36 '28 OR EQUAL ALUM. 1 I pIYP 11 �" 4 0 t DBL. 3"x8"x0.042" BEAM I z.o"�3.o"�z.a"-I --3.0"--� - t 1 HEADER BEAM TYPES, P W/DBL. 12 GA. STL. INSERT -30°-� _i COLUMN /POST TYPES ALUM.ALLOY 3004-H36 �3"SQ. ALUM POST 3" SQ. ALUM. POST 3" SQ. ALUM. POST B OR EQUAL ALUM.ALLOY 3004-H36 V ALUM.ALLOY 3004-H36 3.0" OR 4.0' NOTE:WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS WITH SIDEPLATES MAG POST HEIGHT LIMITED TO D E SQ. STEEL POST SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED �3" SQ. STEEL PQSTSQ. STEEL POST ALUM.ALLOY 3004-H36 ALUM.ALLOY C _ THE FULL LENGTH OF THE 3"xB"BEAM. 10'-0"MAXIMUM. �F ASTM A653 GRADE 50 CP60ASTM A653 GRADE 50 CP60 OR EQUAL 6063-T6 ASTM A50D GRADE B r,,J 4 A B C o D E F G H N EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS C, N o NOTE:WHERE COVER CONSTRUCTION INCLUDES oESIGN (E)WALL COVER 3116'STEEL NDTFi BRACKET CAN BE LU O co A34 FRAMING ANGLE F rn DETAIL A ORB,SITE-SPECIFIC ENGINEERING IS LOADS OPENING PROJECTION 8" 0 774"D HOLES,TYP. LOCATED ANYWHERE ON EAVE Q SEE TABLE 2 U � REQUIRED TO VERIFY ADEQUACY OF THE EXISTING 0 NOTE:PROVIDE WATER m FASTENERS,SEE TABLE 3 STUD WALL FRAMING WHERE ONE OR MORE OF THE 10,2D psl 0 TYP.BRACKET PROTECTION METAL FLASHING ILI U) O FOLLOWING CONDITIONS OCCUR: 30,q0&5D psf >6' >79' ATEVERY2x CAUCK JOINTS AND SLOPE O 0 R.F.OR EXT.HANGER 8 0 0 70 DRAIN(OPTIONAL) ' LU CHANNEL,2X OR 3X EXISTING EA IE ALLOWABLE PROD.TO BEAM RAFTER BRACKET LEDGER OR WALL HANGER OVERHANG SEETABLEI (� Z O Uo WITH FASTENERS t tlge (2a" ) hGDR2a6LEWER Q r. PER TABLES 3&4 O — •— ALUM. PANEL 2X OR EXIST.RAFTERS AT 2X WOOD STUD OR RAPIER O �_ O 3x ALUM.RAFTER 24"O.C.ATROOF 1" MIN. CONCRETE WALL i (p EXIST.FASCIA BOARD OVERHANG 3 . (3)#1dx372 W [V CA ALLOWABLEPROJ. EXISTINGEAV WOOD CAB, L TO BEAM OVERHANG WOOD SOAK' 1' MIN. SEE TABLEI (24'MAX.) WI'IERE OCCURS, NOTE. PLACE 'SIKA FLEX' OR SIMILAR NOTE: BELO RA BE SEETABLE2 MATERIAL BETWEEN BRACKET AND NOTEMOUNTED MAY BE COMP. SHINGLE ROOFING TO PROVIDE WISAMECONNECTION'S. FESSIgt�7 SAVE CONNECTION SEAL �A1 WALL CONNECTION �9 A L EXISTING ROOF DVERHANG DESIGN LOADS. " NOTE WALL LEDGER IS NOMINAL LUMBER SIZE 2'x6'(AT 2'XWy C ALTERNATE EAVE CONNECTION RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, MIMMUMRAFTERS),NOMINAL 2-X0"(AT3'XW MINIMUMRAFTERS) NOTE THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS tom 3 30, 40, 6 50 psF OR KILN-DRY WOOD-FILLED 2"x6&OR3'xB'ALUMINUM SECTIONS. WITH A10PsfMAXIMUM DESIGN LOAD. tyT S5885 ' 2, EXISTING RAFTER ALL13VABLE BENDING STRESS IS ¢ TABLE 1 TABLE 2 TABLE 4 a,b ANCHORS INSTALLED TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL INTO CONCRETE WALLS EXISTING MAXIMUM PROJECTION OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG WITH 6-INCH MIN.THICKNESS .OF CpL1F . FRAMING MEMBER (A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBER AND TYPE COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING S119112 SCREWS WITH 2x FULL LUSL OF FASTENERS 06-23-16 , B LUSL OVERHANG 110 110,C 120,E 120,C 130,B 130,C DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL 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 S AT 48 SONC STRONG-BOLT 2 2"x 4"FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-0" 2D'-7" <_ 1—F WIND SPEED WIND SPEED 1NIND SPEED WIND SPEED WIND SPEED 7(EXP. EED 2"x 6"NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'-4" 2V-2" o m (EXP.B&C) (EXP,8&C) (EXP.B&C) (tT'P.B&C) (EXP.B&C) C) yz• 0 SAIPSON STRONG-BOLT 2 OURALUM 10 2"x6"FULL OR 26'-0" 2W-0" 26'-0" 26'-0" 26'-0" 26'-0" r 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 1 130 20 SS AT 48• D.C. (a,b) IAPMO 0195 2'k8 NOTCHED ° 2"x8"FULL OR 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) 2"x10"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 25 S AT 40' O.r SCm,W BOLT 2 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 2"x4"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) AHJAPPROVAL 2"x 6"NOTCHED 26'-0" 26'-0" 26'-O" 26'-D" 26'-0" 26'-0" 30 SS ATS 6' O.C.N STRONG-BOLT 2 3 20 2'k6"FULL OR 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"XB"NOTCHED 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (8) (B) y2. 0 SIMPSON STRONG-BOLT 2 2"X8"FULL CHED 26'-0" 2W-0" 26'-D" 26'-0" 26'-0" 26'-0" IO' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) 40 SS AT 36' D.C. (a,b) 2"x10"NOTCH 2"x 4"FULL 26'-0" 26'-O" 26'-0" 25'-2" 25.-4" 20'_7" 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (13) (B) (B) (B) (B) (B) (B) W 0 SIMPSON STRONG-BOLT 2 { ° 2"x 6"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 12' (A)i(A) (A) I (A) (A) (A) (B) (B) (B) 1 (B) (B) (B) (S) (B) (B) (B) (B) (B) 50 s5 AT 24. O.C. <n,b> f "4 25 2"x8"FULL OR 26'-D" 26'-0" 26'-0" 26'-0" 26'-O" 26'-0" TABLE 3 C TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER 2k8 NOTCHED AND ROOF PANEL RAIL TO FASCIA 2'k8"FULL OR FOOTNOTES TO TABLES 3&4: a 2"x10"NOTCHED 26'-0" 25'-0" 26'-0" 26'-0" 26'-0" 26'-0" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING ; Q, EMBED ANCHOR 3' MINIMUM 2"x4"FULL 16'-0" 16'-0" 1W-0" 1T-O" 16'-0" 16'-0" (C) - (2) Y,' DIAMETER LAG SCEWS REVINONs `- (D) - %' DIAMETER LAG SCREW INTO CONCRETE WALL AND aR g 2"x6"NOTCHED 10'-10" 10'-10' 10'-1D" 9'-2" 9'3" (E) - 3'4 DIAMETER LAG SCREW INSTALL IN ACCORDANCE 30 2"x6"FULL OR 26'-O" 2W-D" 26'-0" 26'-0" 26'-0" 26'-0" WITH ESR-3037 2'kKW NOTCHED Y b, USE 3' SQ,xY4' STAINLESS ` 2'k8"FULL OR 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. z6'-0" 2s'-D" 26'-0" 26'-0" 26'-0" z6'-0" ¢� STEEL WASHER WHEN 2"X10"NOTCHED �o WINDSPEED WINDSPEED WINDSPEED WINDSPEED WINDSPEED WINDSPEED INSTALLING NEW WOOD m (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) 46 JOB$ /sloe 2"x4"FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" � LEDGER AGAINST EXISTING i 2"x6"NOTCHED 15'S" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" m , 110 120 130 110 120 130 1j(D) 30 110 120 130 110 120 130 110 120 130 CONCRETE WALL, DATE OFZi-16 6 z"x6„FULL OR 5' (C) (C) (C) (C) (C) (C) ( (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) c, WHERE ROOF PANEL RAIL 40 19'-0" 19'-6" 19'-0" 19'-6" 19'-G" 1W-6" DRAWN AT 2"x8 NOTCHED 6' (C) (C) (C) (C) (C) (C) ( (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) ❑CCURS, USE ' DIAMETER2"x8"FULL OR LAG SCREW IN LIEU ❑F (2) 2"x10"NOTCHED 26'-0" 26'-D" 26'-0" 26'-0" 26'-D" 26'-0" T (C) (C) (C) (C) (C) (C) ( (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 1�4+ DIAMETER LAG SCREWS °HADcN 2"x4"FULL 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8' " 8' (C) (C) (C) (C) (C) (C) ( (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2"x6"NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12A 9' (C) (C) (C) (C) (C) (C) ( (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) EXISTING EAVE50 2�x6"FULL OR 15'3" 15'-3" 15'3" 15'-3 15'-3" 15'3" 10, (C) (C) (C) (C) (C) (C) ( (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) CONNECTION DETAILS 2x8 NOTCHED 11' (C) (C) (C) (C) (C) (C) ( (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)2'k8' FULL OR 20,_9" 2D'_9" 20,-9" 20,_9" 20•_9„ 20,_9"2"x10"NOTCHED 12 (C) (C) (C) (D) (D) (D) ( (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) (1 Q A 5 C 0 o E F G R I J HANGER CHANNELS AND MOUNTINGBRACKETS o o �I o t 2.740" FASTENERS, T=,060" TYP, I - N co o SEE TABLE 3,SHEET 4 14, W rn M U cy) ALUM.3004-H36 .O6 1.50" SEE TABLE 3 SFASTENERS, EET 8 .63 3p" .078 T=.060" N O O .25"R .05, FASTENERS p 6n JZ1 ' LL1 LL, 1.50" .010"x90" 02" FASTENERS, SEE TABLE 3 SHEET 6 LLI I=O.D4" (2) DIA. SEE SHEET4 0 " 0 ¢ TO n .563" .281" -20 S" 3" O O �— Q CONTINUOUS A-RAIL O I © O x to o ROOF PANEL 3 (MERE OCCURS) + m FASTENERS SHEET B - w SEE TABLE ,060 °' 3" FASTENERS, FASTENERS, SEE SHEET4 ALUMALLOY �1,gg0" BEE TABLE 3,SHEET4 1.75" ALUMALLOY 6063-T6 ALUM.ALLOY 6063 T6 ALUMALLOY 6063-T6 6063-T6 Q@OfEsslgy9� ROLL FORMED O O EXTRUDED HANGER/CONNECTION OC I.R. HANGER "H" BRACKET HANGER y 3 � � S 5885 � NOTE:THIS CONSTRUCTION IS LIMITED TO 30 psf * " MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. �v (3)n-0 LAG SCREWS 1 112„ 10#L.L.=(2)#14 SMS EA SIDE OF CAO 20#,25#,30*L.L=(3)#14 SMS EA SIDE ,)BEAM SPLICE TO 914 SDS, 40#,5D#L.L=(4)#14 SMS EA.SIDE � OCCUR DIRECTLY OVER 5/8"0 PLASTIC 3 PER SIDE I POST.NOT PERMITTED PLUG WHERE 06-23-16 1' /4' OR 1 1/2" PER SIDE S I e° 2-POST UNITS SCREW IS INSIDE 3 4 < - .5" #14 SMS MAY 2"x 6 112"OR .5 - BE USE AS O#X (F-) 3 5"MIN. 3"x8"ALUM, 3.5" 3.5" ALTERNATE TO DURALUM H RAFTER 3.5" 3.5" 1/4"0 BOLTS IAPMO 0195 - 3" 3/4"OR 1 1/2" - 8' BEAM 3"X8"ALUM. AE�A�CH — — -------- 5' I 5„ wi" HEADER U-BRACKET Q OR 02 AMJ APPROVAL EXISTING WOOD STUD FRAMING SEE NOTES BELOW I I 6 1/T SIDEPLATE EA. 3"XB"ALUM. 0 STUCCO SIDE SEE POST SCHED. 6 STUCCO H x 3-02"LAG SCREWS LL=10 psfRAFTER 0 x 3-1/2"LAG SCREWS LL=20,25 and 30 psf #14 SMS EA.SIDE PENETRATION BRACKET 2 EACH 5WO x 3.1/2"LAG SCREWS L.L=40 and 50 psf TOP,MID HEIGHT 3"SQ.POST BETWEEN SIDE PLATES ' NOTE: LENGTH OF LAG SCREW SHALL PROVIDE (2!'MIN.PENETRAT ON INTO EXISTING WOOD STUD) AND BOTTOM. I THREADED PORTION OF SHANK COMPLETE NOTE:USE LEDGER WHERE RAFTER SPACING SEE LATERAL FORCE RESISTING SYSTEM,SHEET 11 ) PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING.SEE TABLE 3SHEET 8. i HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION S 36 6 1 112"OR 2"LATTICE REVISIONS #8 S.M.S. s ALTERNATE 112" #8 S.M.S.EACH SIDE STING ALUMINUM MEMBER WITH " ure 6@TpN k BOLT CONNECTIO DOUBLE RAFTER- LATTICE 1 I/2"ORT SIV IXI WOOD FILL OR DBL. 3'XB'x0.042 BEAM NOMINAL LEDGER OR DBL. 2'x6.5'xO.032'/0,042' - ALTERNATE: (NEWOREXISTING) BEAM 4-#14 S.M.S.EACH SEE NOTE,DETAIL B. RAFTER TO COL. CONNECT.(&TOT.) SHEETS 2"x6.5"OR 3"x8"RAFTER ALTERNATE:12"BOLT457ELJO661. ppTEx.So s• ALTERNATE: FASTNERS,SEE TABLE 3,(2LTER S.M.S.EACH RAFTER SHEETS 5/B' 0 ACCESS DmwN fir AT HOLES TO COLUMN CONNECTION INSTALL 6 - #14 WEOxEO GM3°x3"STLPOST(24") ° ALTERNATE: (4-TOTAL) X 3''4INSERTATTacHEO oR _ 3' SU. POST LONG SDS P EACH (2)-2x6.5"OR ALTERNATE HEADER TO 3'x 3"STLPOST COLUMN (2)43 Kll"HEADER TING FOR FREESTANDING (2)-2x6.5"OR(2)-3"x8"HEADER COLUMN HANGER CHANNELS AND(2)-1/2"BOLT ALTERNATE: TUCCO OR EQUAL 3"x3'k0.024" (1)-12"BOLTOR . WOOD STUD U.2 FASTENERS MOUNTING BRACKETS s PER Z c 6.5"SIDEPLATE CONNECTOR (2)-#14 S.M.S.EACH RAFTER CONNECTION) t J! qP DBL. RAFTER/DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O AITTACHMENOT DETAGL R O DOCOLUMN DETAIL O O S H — f A B C D E F G H I ) 04 COLUMN / POST SURFACE"MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS a o M ED Lo WMm K :3 U rn � XQ ( 0 LO > _ Q Z TABLE 1 TABLE 2 O ATTACHED ONLY ATTACHED AND a) � CD STEEL POST ONLY: N � M "P BRACKET 0 3-SQ.POST ' FOOTING &ANCHOR BOLTS FREESTANDING I USE POSTTYPE m W7(4)-#14 SMS EA SIDE OF POST ALTERNATE FTG. I I F.G.H.I,J OR OR 1/2'M.B.THROUGH POST ALUM.'rBRACKET USE WITH POST POST POST TYPE B,C,D,ORE. SINGLE POSTS CUBESIZE SO.1B•DEEP •CUBEFTG. I I FOOTING SIZE BOLTS EMBED. I I STEEL.'f"BRACKET OR 9°SQ, 70" 1B"SD. 12' 1/20EPTH OF I pE581l!11�1''"" BABE PLATE USE WITH ir-2TcuBED(1) (2} av 17Ir 20• 21"SQ. 12• FOOTING OR I I ,rye PEE TABLE B,C,D,E,F,G,H,J OR K. 12'MIN.EMBD. (2}BRAC STRONG-BOLT KETTD SLAB. SS SEE TABLE 23•&24•CUBED(I) (2)-I 0 31W 2T 25'SO. 16° EA BRANIMUMDSLAN 24' 26'SQ. 20' =I'!•; I I mm j 5 EDGE OF SLAB. 2Y-WCUBEO(2) (4}12-e 31W 26" 32'SQ. 23' %iI '" Q S5885 EDGE OF SLAB. 33"MINIMUM DISTANCE FROM 1A 28' 35-SO. 25" ~ _ SLAB CRACKTO COLUMN. d 31'-WCUBED(2) (4)-W"O 4' 28' W Q (1W MIN.EMBEDMENT - 30" 39"SQ. D � . d _ 35'-3r CUSED(2) (4)-W4V 4W4• 32• 43"SQ. 3D' (1}1I2"OM.B. �`�•.':• F sL _,4� SLAB SHALL BE IN v POURED CONCRETE 34' 4T"SO. 32" x9"LONG,T •pb.`: o OF ('gl1 FOUREDCEETABLES 4r-4r CUSED(2) (a}W4•o 4W4' 51'SD 34" FROM END GOOD CONDITION OFPOST Z FOR SIZE NOTE: BOLTS SHALL BE SIMPSON STRONG-BOLT2 SS 38' 5r SQ. 3r' 06-23-16 312" MIN. SEE FOOTING (ICGES ESR IN BEAM SPAN TABLE QO t)MAY USE DTHERSNCRETE TEELT eRAcxETDR 40' 60"SQ. 9B' C�OOTING. SCHEDULE IN BEAM ALTERNATE FREESTANDING BASE PLATE. 42" 64'SQ. 41" SPAN TABLES EXISTING SLAB POSTS TO CONC. FOOTING 2)REQUIRSUSEOFALTFRNATEP!'ESTMDING 44' 69'6Q' 43 DURALUM BASE PLATE. •CUBE FWTING W 31lSBU1B SQUARE POST EMBED. 7 ATTACHED COVERS ONLY O ATTACHED COVERS ONLY O INTO FOOTING IAPMO 0195 M APPROVAL (3)-34-0 BOLTS FOR POST TYPE F,G,H,I,J&K s � 3"OR 4"SO. " INSERT 16" x0.188" ASTM A500 45" GRADEB i STEEL S T.O.C. d i (4)-SS316 3/4"0 STRONG-BOLT 2 SS E STEEL PER ICC-ES ESR-3037 S, (4 3/4'EMBEDMENT DEPTH) ' ALUM.ALLOY 3.00" OR REVISIONS WE ascerwa 6063-T6 2.40" 11.375" CL7/16"H HOLE INSERTTO FOR 3/8"MB .56 2 FLANGES BASE PLATE 3I76" q 0 .75" 2118"APART @[@§( ASTM A500 GRADE B POST O INSTALL IY2"x1Y"x YB"HDG 1.125" 2.5" - �- o WASHERPLATE AT ANCHORS 4s7EL JOB x 131mt j INSERT 7 0 .75" .75" BASE FLARES I I GATEos2sls € 157" TO YWIDE EA. L-- --� 1.60" TYP SIDE OF FLANGES B" X THK. I THK K.BASEE P PLATE oPAwx6Y AT 1-5 090"TYP USE FOR 3"OR 4" 1 " FOR 3"POST, (ASTM A500 GRADE B STEEL) INSTALL 1Yz"x 1Yz"x YB"HDG STEEL POSTS 5.50" 4"WIDE FOR 4"POST 1 Y" 6Yz" i Y" CHECKED GM WASHER PLATE AT ANCHORS Cr1-7/16"O HOLE COLUMNIPOST SURFACE j FOR 130 MPH C�2-5/16"H HOLES &2-318"HOLES NOTE:CONCRETE SLAB ANCHORS SHALL BE TYP.EA SIDE WELDED STEEL BASE PLATE 1 D NOTE:CONCRETE ANCHORSARE SHOWN IN TABLE 1. MOUNT AND FOOTING S %"DIAMETER EMBEDMENT DETAILS s e (ICC-ES ESR-3037) ALTERNATE FREESTANDING I ALUM "T" BRACKET © STEEL "T" BRACKET OD BASE PLATE ANCHOR ^ — 10 - -- - - - - - -- --- -- --------- ------------------------ -- -- --- A 6 C D E F G H J O Sz LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS u o I N CD � BEAM SPLICE TO Z LLI rn co O ,)BEAM PERMIECTLYTTED OVER SpLUG PLASTIC WHERE = U POST.NOT PERMITTED aQ 6 SCREWS Q 2-POST UNITS SCREW IS INSIDE PERSIDE I d O L¢ 5„ #14#14 SMS MAY cf� 3.5" LU ALTERNATE TO U Z Lo 114"0 BOLTS - (D r- 3.5" 3.5" CD �— m co .5 5„ 8"BEAM ' (n o ' 2"X6.5"X0.032" SIDE PLATES Qi OR ❑2 "' rn ' 110 MPH 120 MPH 130 MPH SEE NOTES ` CID t EXP. BI EXP, C EXP. BI EXP. C EXP. B EXP, C BELOW I I 612"SIDEPLATE EA. I SIDE SEE POST SCHED. 5' 2 2 2 3 3 3 #14 SMS EA.SIDE TOP,MID HEIGHT QQQFESSIC4w! 6' 2 3 3 3 3 4 AND BOTTOM. 3"SQ.POST BETWEEN SIDE PLATES K 7' 2 3 3 4 3 4 POST SCHEDULE y OtJj 6 8' 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" S 588 3 3 3 4 4 5 5 1❑ W/(6)414 S.M.S.EACH SIDE. ❑2 W/(8)-#14 S.M.S. EACH SIDE. _ 9' 3 4 4 4 4 5 USE ON CONC.SLAB ONLY USE ON CONC.SLAB OR FOOTING. 1o' 3 4 4 5 5 6 BEAM TO POST CONNECTION 21 11' 4 4 4 5 5 6 12' 4 5 5 6 5 7 ALTERNATE FOR SOLID-ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED 06-23-16 13' 4 5 5 6 6 7 COLUMNS(SHOWN AT LEFT)ARE NOT SPECIFIED 2"X6.5"X0.042" SIDE PLATES (E) STRUCTURE DURALUM 110 MPH 120 MPH 130 MPH IAPMO 0195 EXP. B EXP. EXP, B EXF. I EXP. B EXP, C C DLUI AN 1 3"x 'x0. 2"V rl(2)2"xB 5"x0 42"SIDE PLA FFS. 5' 2 1 2 2 2 2 3 SE AN 6' 2 2 2 3 3 3 ROLL-FORMED OR C XUP IN 2 PEF SPi N T BLE MAPPROVAL INSULATED ROOF PANEL 7' 2 3 3 3 3 4 1 TERLOCKING SEAMS, TYP, Q- 8' 2 3 3 4 3 4 �a ��� OO PROJEC nON, P 9' 3 3 3 4 4 5 OO! O eCI s 10' 3 4 4 4 4 5 c��PpRNFGGMNr, OJ I R 11' 3 4 4 5 5 6 12' 3 4 4 5 5 5 } 13' 4 5 4 6 5 1 7 6 i NOTE I.AS S OM NUMBER ONSHEET T.SE SHEETEQ E O R POSTS ROOF PANEL ENGTH, ACHMENf REVISIONS AS SHOWN ON SHEET T.SEE SHEET?FOR POST TYPES. LENGTH L wwc mh oswwrnax ROOF PLAN FASTENERS, #14 SMS E 32' O.C. SEE SHEET 4 4 MIN. PER EACH JOINT *14 SMS E 32' O.C. MAX. 451ELJOB9 tulmt 1 WALL ROLL-FORMED(4 MIN. PER PANEL INTERLOCK) 7 HANGER DR IRP ppTE osuls 4 } DRAWN BY AT DLL-FORMED - CHECKED GM , PANEL ALUMINUM SKINS IRP LATERAL FORCE TOP 6 BOTT, 0.D24' FASTENERS, RESISTING SYSTEM / SEE SHEET 4 MIN. NUMBER OFROLL-FORMED PANEL ROOF R a pi ROOFHANGER 02 INTERLOCKING SEAM INSULATED INTERLOCKING JOINT PANEL REQ. COLUMNS j SH — 11 s U E o F G H 1 J" BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS c N SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 N 1 SIMPLE SPLICE FULL MOMENT z LD � Co OPTIONAL DEDORATIVE FASCIA B" 24' (WDOD,ALUMORHAROBOHD) Q O) .57 3" 1 1"1 11 3` 1"1' 6` 1• 11.'' V a (2N110 S.M.S.@ EA U p I VALLEY,TYP. (121-914 x IW S.M.S.EACH SIDE DF 8 #105.M.5. 'nut-7- .POST(&TOTALI I�;xj II 912 S.M.S. ALTERNATE t- BBOOLT Wl WASHER ' � LLI `L_ (B TOT. TYP THICKNESS=.035 (24 TOT II /EA StDe DF 3•Ba Fosr u Lu D TYP. THICKN SS=.035" ___ 11// ¢ z Ip B w CD p + j� + �- ++ ++ n++ ++ — Co 2 ALUM.ALLOY 3004-H36 ALUM.ALLOY 3004-H36 w "F y1m � OR 6063-TS FOR EXTRUDED OR 6063-T5 FOR EXTRUDED ,7 I O I N of NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR I I H,S 1 I � IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS f I NOTCH I-BEAM FLANGE . S•SO.POST SPLICES - ROLLFORMED & EXTRUDED FASCIAS I-BEAM ALUM ALLOY AS NEEDED TO CLEAR NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE I2"SIMPLE CSPLICE(ONE SIDE OF WES)MAYBE USED. (6D81-T6)ALTERNATE I SO.POST,CONNECTWEB ESS fQ STL C-B TO POST WI(2)-518'D I-- 3"--I THRU-BOLTS@4-I-BEAM, "14.1WSM.S.EACHSJDE0FT K I TOTAL=(B}12"080LTS -�T SO POST AND(3)-518.0 THRU BOLTS SO.POST(S-TOTAI x\ ALTERNATE IM'O POT W/WASHER y @ T I-BEAMS EA SIDE OF 3'W.POST � 1.00 63 S 5885 1 GUTTER FASCIA R.23.W -POST- POST MAG OEAM SPUCEWNERE 2.�0 OR.24 =G'B LBEMI occv6s 4" 070" OF CAL1F� . . . TYP o o H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER 15 06-23-16 NOTE:THIS DETAIL IS LIMITED TO 10,20&30 psf ALUM.ALLOY 3"x 8"x.042"BEAM, ROOF LIVE AND SNOW LOADS 16" 1" 3"SQ.STEEL OR MAG BEAM. DURALUM 4"I-BEAM MOMENT C PUCE L" FASTENERS 1'-0" 4-#14 SDS IAPM00195 NOTE:IF SPLICE OCCURS ATALTERNATE INTERIOR BAYS,A SINGLE 12"SIMPLE C-SPLICE(ONE SIDE OF WEB)MAY BE USED. q• _ FASTENER TO FASCIA-SEE TABLE 3'-0" 12-#14 SDS FASTENER TO RAFTER TAILS-SEE TABLE AHI APPROVAL L 5' FA6TENER SPACING=3/4" OPTIONAL LATTICE TUBES AT OVERHANG o D 0 #14xlI2"S.M.S.TOP 6 L(6)-#14 SOS @ EA.SIDE &BOTT.(2)-TOT.. TOP&BOTT.TOT=24 srucEWHERE o OCCURS 4, ' 11" ROOF PANEL 00 - rL FASTENER 612' 00 GROUP + O O RUUSORNIEDOR oe 1 EXTRUDED GIfPTER JV M.BRACKETX = 3"X3"ALUM.OR #145.M.5.@12"SCIA ALUM.ALLOr 16" 1" STEEL POST PAscw e 6063-TB 3._N� RAFTER 2" "L'SEE TABLE 7"I-BEAM MOMENTC-SPLICE RAFTER RENSR)NS - 1 Y2" SQ. OR 2" LATTICE TUBE 1 2"x3" LATTICE TUBE P2 LATTICE TUBE TO RAFTER 16 "U" BRACKET- RAFTER TO BEAM 3.125"FOR 3 x RAFTER 2.125"FOR 2 x RAFTER ALUM.ALLOY 3105-H25 1 112"SO.,2"SQ., ALUM.ALLOY 3105-H25 0112"AVLATTICE 1=.040"@6063-T6 4STELJOBA 16-im I #8 x2"SMS.21/2" @3'D.C.MIN. 11/2" DAB p6a&16 A OR 3 11Z",TYP. UP TO 6'O.C.MAX. ICI 1.50" ZS" z Zo ZB" I 3" DRAWNED AT {L � (6)-BRA K TT SCREWS ATERR OMIN. c(¢dcED cm 018" U .018, BRACKET TO RAFTER RAFTER O BEAM TO POST& r LATTICE TUBE TO RAFTER CONNECTION LDETAILS(6)-#14x%m TEK SCREWS ; BRACKET TO BEAM SH - 12 i A B C D E P G H Ii O HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS LEDGERS AND SUPPORTING BEAMS cm, 1 ? N � � LLI rn m ZDU � i ( Lu O TRIBUTARY WIDTH TABLE PRO CLEAR SPA Q z CD CLEAR SPAN (FT.) O HTI IA I Q.H. 6 7 3 9 10 11 12 13 14 15 16 17 ONP 19 20 21 - O Cn p co 0 3 4 4 5 5 6 .6 7 7 8 B 9 PNP 10 11 TRIBUTAR::::I h 1' 4 5 5 6 6 7 7 8 8 9 9 10 11 12 DTH2' 5 6 6 7 7 B 8 9 9 10 10 11 12 NP 3. _ 7 7 8 8 9 9 10 10 11 11 12 NP NP QQpfESS Iq�� 4' - - - 9 9 10 10 11 11 12 12 NP NP NP5� y:11 11 12 12 NP NP NP NP NP NOTE:TRIBUTARY ON MULTIPLE SPANS IS y Sn� Z_ EQUAL TO CENTER SPAN TO CENTER SPAN O S SHSS "(An NP-NOT PERMITTED-SITE SPECIFIC ENGINEERING REQUIRED - 06-23-16 DURALUM IAPMO 0195 AHI APPROVAL 5 FAN BEAM a i E FAN BEAM(19'-0"MAX SPAN) REVISIONS - .uu w�[ cescwewx 2• FAN BEAM FAN BEAM ' 3 HEADER g z CEILING FAN AND/ T=1075' 21/2" 11/2" 21/2 $ v~i OR LIGHT FIXTURE TYP. as1EL�oee 1E-1m1 (MAX.30 Ibs.) DATE w 914 x 3 1/2"S.D.S.SCREW #12 S.D.S.SCREW i AT BEAM AT HANGER CHANNEL DRAPMBr AT FAN BEAM - ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL CHECKED GM fi HOW TO DETERMINE ' TRIBUTARY WIDTH & FAN BEAM DETAILS g i B y SH - 13 1 - - --- --------------- -------- _ _ -- --- - A 8 C 0 E F G 0 H I J r 04 BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS ATTACHED& LOAD--AND 0,130MNG I H-EXP.COVERS g 1 10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C J41 N N o w rn rG t.52" „ 6.5"ROLLFORM _ U m .61" cinTER O O X ATTACHED SOLID FREESTANDING SOLID rc Cr W_ ¢LL SPLICE = MAX.COL. �¢x ¢x vmEnE ^^ SPACING �o MAX•POST FIG. MIN. MAXPOST FTG. MIN. So LIJ O SPucE «tuns T=12 GP- L.L ON SLAB m_S SPACING (IN.) POST SPACING ON. POST 29 Z U:O WHERE _ I �• (SPAN) (1) TYPE (SPAN) (1) TYPE 2.$7` aPIICE «CURS 1 ASTMA65355 ^� (2)�(3) I- 0.73 I11 vmE� GRADE 50 G60 3.0' C 11,_g,• 1 B 11'_9" 26 co U) «cua I I 4.0 4'6" 13'-7" 5' B G 5' C7 L I II 0.070' { 0.065` .032 p 11'-9" 20 1'4" 28 N C„� 0.075" p 3.0' 71P. I 7Yp• 10'_9" 18 10,_9 26 , 2 8" TIP. I I 204" I ___ ALUM. I I tr. 11'-<1" 6' 10'-9" Z1 B 10'-4" 27 G 6 rn L-�� I - L , 10'-0" 19 26 g�_8' 7' t0,_D" 27 B 27 G 7' " 793" 3.0' 3.0" .00° 9'-4" 19 9'-4" 26 3"SQ.x0.032"ALUM.BEAM J 8'-fill 8' B G �L6.5"ROLLFORM MAG BEAM (1 4"I-BEAM 4.5"N1AG GUTTER �W/12 GA. STL."U"CHANNEL 9''4" 22 9'-1" 26 g 'pQ�FESS/OY9< n ALUM.ALLOY ALUM.ALLOY ALUM.ALLM D ALUM,ALLOY C ASTM A653S5 N 7L7" 9' 8'-10" 2-221 0 B 8'-10" 27. G 9' 6063-T6 6083-TS 606}TS 6083-TS GRADE 50 GBG LL h A 7rt, s (n 6'-9" 10' 6'-fill 20 B B'-6" 27 G [12' S 5885 AF CA � 8'-6" 23 8'-1" 27 V-2" 11' B'-1" 21 C 8'-1" 27 G' " 23 T-9" 28m,zs 0.3 c' S' „ 12, 7-8'p8„ 224 (, 7 67,�„ 228 G .. axuas 400-m OF CA1 6.656` 7.0" a.tt0' .042` 6. " s.s' 0.042" 06-234 > ATrACHEDSOLID FREESTANDING SOLID 375 = a TYP. TIP. • 1YP 6PAGNG S8 MAX.POST FTG. MIN. MAX.POST FIG. MIN. �o ON SLAB m� SPACING (IN.) PORT SPACING (IN.) TOPE m5� I I I I I 1I I l'4),(a) (SPAN) tt) TrPE (SPAN) U) N._ DURALUM L75' _ - �2.0"-I 4-2.0'-{- T20"-I I 0 13,_7, 5, 11,_9"1'-7" 1 21 B 11'-0'-10" 229 G 5' IAPM0 0195 0 F -3.0' " N 10'-91, 19 10'-9" 27 6, 7"]-BEAM DBL.2"XS.5"x0.042" DBL.2"x6.5'X0,032" 3"x8"x0.042"BEAM r- 11'-4" 6' 10'-7" 22 B 10'-0" 28 G F I ALUM.ALLOY 300_H36 'f ALUM.ALLOY 3004H38 K ALUM.ALLOY 3G04H36 10'-0" 2D 10'-0" 27 NU APPROVAL A 8063-TBOY OR EQUAL OR EQUAL OR EQUAL I 9'�g" r 9'-10. 22 B 9'-3" 28 G 7' W/(1) INSERT 9'-4" 20 9'-4" 26 g, s G SUM--A OY . 25" g'-fill 8' 9,_2„ 23 B 8,_8,� 27 G 9' B'-10" 21 8'-10" 27 9, �\ W/(2)"C"INSERTS T-,:� 7 7 8 8 23 B B 2 26 G n ALUM.ALLOY 1c a. LL' 8'-fill 21 8'-fill 27 6063-T6 rnaOR ASTM (n 6'-9" 10' 8'-3" 24 B 7'-9" 26 G 10' ; NOTE: 'A4sT�M AM W a• 8'-1" 21 e'-1" 27 W'HERE'C SPLICE OCCURS AS SHOWN IN 8.0 7.875° peso GSE 8.0' p 6'-2" 1T T-1D' 24 B T-6" 2g SPAN TABLES,IT SHALL BE INSTALLED THE 0.047' - FULLLENGTHOFTHE7'I-BEAM. TYP. cxu 042' 5'_g" 12' 7'�' 22 C 7 8' 28 G 12' } n•P• T-7" 25 T-2" 30 a 3 625" t REVIBXIN3 9 4.0' ¢ ATTACHEDSOLID FREESTANDING SOUD ,eaw, ulE "EscRwRa+ f 2875' 3.0 3'� = MAX.COL. MAX. MAX. Fr �r SPACING �c MAX.POST FTG. MIN. MAX.POST FTG. MIN. �o DBL.3"x8"x0.042"BEAM 3"x8"xO.042"BEAM DBL 3"x8"x0.042"BEAM ON SLAB �� SPACING (IN.) POST SPACING (IN.) POST rc� W/14 GA.STL. INSERT �,�1 L'DBL. 14 GA.STL. INSERT (SPAN) D) TYPE (SPAN) (i) TYPE L ALUM.ALLOY W04H3B M A6TM A653 GRADE 50 C61 DBL A653 GRADE 50 G60 jo 2D 11'-7" 29 5' OR EQUAL p 13'-7" 5' " 22 B 10'-6" 30 G 3"x8"x0.042"BEAM DBL.3"X8"x0.042"BEAM M 20 10'-7" 26 451ELJOBk 1G1071 FOOTNOTE: "SAMPLE" W/12 GA.STL INSERT r` 11'-4" 6' " 23 B sW" 0 G 6'W/DBL. 12 GA.STL.INSERTFIGUREINDICATES N ASTM A653 GRADE 50 G60 ASTM A653 GRADE 50 G60 I Z1 9-9 28 a`TE o62a1sEXPOSURE B g,�„ 7� ll 23 B 8'1 D' 29 G 7'FIGUREINDICATES NOTE:WHERE RAND 14 GA STEEL INSERTS OPAWNBY AT OCCUR AS SHOWN IN THE SPAN TABLES, NOTE WHERE I2 AND 14 GA STEEL INSERTS OCCUR AS 21 9'-2" 27EXPOSURE C J8'-6" B' B GTHEY SHALL BE INSTALLED THE FULL LENGTH SHOWNIN THE SPAN TABLES,THEY3HALL REINSTALLED " 24 8'-3" 29 g' CHECIffD GMWHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. OFTHE3k 'BE$lM. THE FULL LENGTH OFTHE 3Nr BEAM. 22 8,-8" 277-7" 9' 24 B 71D' 2s G s' BEAM TYPES FORFOOTNOTES TO ALL SPAN TABLES: IL S-fi 22 8'-3" 28 ATTACHED& E 7.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 U) 6'-9° 1 O' B G 11), j EACH SIDE AND DEPTH OF CUBED FOOTING,SEE SHEET 1D. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN 8'-O" 25 7'-fill 30 p FREESTANDING 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. B,-2" 11' 8'-1 23 B T-10" 29 G 11' E MAY BE REDUCED BY WFOR FREESTANDING ONLY. BEAM.WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE O 7'-7" 25 C 7'-2" 31 SOLID COVERS OCCURAT IO&2D psf INSTALLATIONS,SEE TABLE I,SHEE747 FOR 91f4"MINIMUM, r 5,-g„ 12, 7 B 23 �' 7 7 29 G 12' `^- e MAXIMUM COLUMN SPACING ON FXISITNG SLAB. 7'-1" 25 6'-9" 31 S 14 i B C G E 1cli O � ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP.B&C Q N c��( o W m co MAG BEAM � 4"I-BEAM �4.5"MAG GUTTER 3"SQ.ALUM.W/12 GA. 7'I_BEAM tf ai o L E STL."U"CHANNEL F 4 U X� � O O0 ATTACHEDSOLID FREESTANDING SOLD ATTACHED SOLID FREESTAND/NGSOL/D ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLIO FREESTANDINGSOLID a Lu LL = SPACING j66 MA%.POST FG. 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. MAXPOST FIG. MIN. rj0 W O ON SLAB mg SPACING (INJ POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (INJ POST SPACING (IN.) POST mg C.J Z to (2)'M r (SPAN) (1) TYPE (SPAN) TYPE SPAN ( ) (1) TYPE SP TYPE SPAN) (1) TYPE SPAN) (1) TYPE SPAN) (7) TYPE (SPAN) (7) TYPE (SPAN) (t) TYPE rc Q (1) ( ) (1) TYPE SPAN { AN) (i) ( ( ( m O 0 r, z 13'-7" g' 10'� 17 B 9'-6" 25 �. 13'-7" 19 B 12'-4" 27 G. I T Y 19 B 12'-2" 27 G 13'-4" 19 B 12'-1 " 27 �. 23'-4" 22 E I 333 G 5 o C/J O O 10 4 19 9'-2" 26 13'-7" 21 12'-1" 28 13'-3" 21 1'-9" 28 IZ-3" 20 l'-10' 28 2T 4" 25 .� LO — CO 9'-9" 16 8'-10" 24 72'-9" 19 11'-8" 26 72'-2" 19 11'-6" 26 12'-7" 19 it'-6" 26 22'-D" 23 3D N T" 11'-4" 6' 9'-9" 20 B 8'-8" Z6 G 12'-9" 22 B 11'-0" 26 G 12'-2" 21 B 17'-2" 28 G 11'.3" 21 B 71'-0" 28 G 22'-0" 26 E32 G 6 1 9'_8„ T 9-39'-3" 121 B B-6'B,_3„ 226 G 12'_'��2'-2" 223 B 11'-1'O,_9-� Z27 G 11'-71�_3- 222 B 10'-10'-7" 227 G 12'-10'-4„ Z21 B 11'-D"0'-2" 227 G zo'-7o-10' ZiT E 33ZG 7J 8'-6" 8' a"o" 19 B8'-2" 25 11'-8" 21 10'-7" 2710'-7" 20 B 10'-0" 27 G 11'-6" 21 C 10'-6" 27 G. 29'-0" 25 E 331 GB'-10" 21 -10" 25 G 11'-8" 23 C 10'-4" 27 G 10'-T' 23 . 0'-2" 27 9'-9" 22 B 9'-7" 27 2D'-1" 267'_7„ 9' 8-T 19 B r-s" 26 G 11'-1" 21 10'-2" 28 G 1o'_o" 20 B 1D'-o° 27 G 1r-o" 21 C 70'_1" 28 G 19'-is'_z" 2za E 332G 9.LL '-7" 22 T-7" 26 11'-1" 24 C 10'-0" 27 10'-0" 23 9'-7" 27 9'-2" 22 B 9'-0" 27 a 8'3" 20 7'-7" 26 10'-6" 22 9'-10" 28 9'-6" 2 9'-6" 28 10'-4" 21 C 9'-9" 28 18'-3" 26 326'-9" 10' 8,_3„ 22 B T-4" 27 G 10'6" 24 C 9'7" 28 G 9'6" 23 C 9'-2" 28 G 8'-9" 23 B 8'7" 27 G 18'-3" 29 E 32 F'I 10' S 5885 6,_2„ 11, 8'_U" , 20 B 7'-4" 27 G. 10'_g„ 22 C g,_7�� P9 G g.-1�� 21 C g�_1 28 G. 9'-10" 22 C 9-6'8�_Z�� 228 G. 177� 211 29 E 16 1'6'-0" 333 O 23 7'-2" 28 10'-0" 25 9'-3" 28 9'-1" 24 8'-9" 26 8'4" 23 r 5' 8" 12 T-7" 21 C 7'-2" 27 G. 9'-7" 22 9'-3" 29 6'-B" 21 C 8'-8" 29 G 9'-6" 22 C 9-ZT-10" 228 G 16'-8'6'_8" 230 E 16'-0.5'-7" 333 H 12' �. . T-7" 23 T-D" 28 9'-7" 25 E 9'-1" 29 G 8'-B" 24 8'-4" 28 8'-D" 23 -OF Opl\F 06-23-16 F ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOG/D FREESTANDING SOLID MAX.COL ¢fts- 4 = SPACING 5o MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX-POST FTG. MIN. MAXMAX.POST FTG. MIN. S1- D ON SLAB m� SPACING- (IN.) POST SPACING (IN.) POST SPACING (I.NJ POST SPACING (IN.) POST SPACING ON.) POST SPACING (IN.) POST SPACING- 0N.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST mg C (2),IS) r (SPAN) (i) TYPE (SPAN) (i) TYPE (SPAN) (i) TYPE (SPAN) (11 TYPE (SPIV:) (i} TYPE (SPAN) (1) TYPE SPAN) (1) TYPE (SPAN) (1) TYPE (SPA":) (1) TYPE (SPAN) (1) TYPE F pURp,LUM G 13'-7" 5' 10'-4 18 B 9'-6" 26 G 13'-7" 19 B 12'-0" 28 G. 13'- - 19 B 12'-2" 28 G 13'�" 19 B 12'-211'-0' 229 G 23'23'-1" 227 E 21'-2-1 1. 3�4 G H 5' IAPMO 0195 C 20 9'-0" 28 13'4" 22 11'-8" 30 i3-1" 22 11'6" 30 11'-2" 21 04 9'-9" 19 B 8'-10" 26 G 12'-9" 20 B 11'-8" 28 G 12'-2" 20 B 11'-6" 28 G, 12'-6" 20 B 11'-6" 28 G 22'-0" 24 E 20'-0'9 0" 334 G H 6, 27 8'-6" 27 12'-8" 23 11'-1" 29 12'-0" 23 10'-10' 29 10'.3" 22 10'-0' 28 21'-9" 28 9'-3" 19 8'-6" 26 12'-2" 21 11'-1" 2T 11'3" 20 10'-1 27 11'-7" 21 1T-0" 27 20'-1 25 19'-0" 32 G nH1 aaERovnt 1 9'-0„ 7' 9'-2" 22 B 8'_i" 27 G 12'-0" 24 B 10'-6" 29 G 11'-1" 23 B 10'-3" 29 G 9'-6" 22 B 9'-3" 28 G 20'-8" 29 E 18'-0" 33. H 18 Z 8'2' 22 Z 10' 1' 2 1 '-1' 2 10'4 Z 10 2 10'6 - 2 20'- Z 18- 3 C 29G 0.4, 24 B B 2 1 .8'-6" 6' 8 23 G � 9 23 88 7 9_ � 8 7'7" 9' B'-7" 20 B 7'-9" 26 G 11'-1" 22 C 10'-2" 28 10'-0" 21 C 10'-0" 27 G 10'-3" 22 C 10'-1" 28 G 19'-2" 27 E 17'-6"6'-7" 333 H 9 LL 8-6 23 7'-4" 28 0'-10' 25 9'-8" 28 G 9'-9" 24 B 9'-3" 28 B'-4" 23 B 8'-2" 28 18'-9" 30 B'3" 21 T-7" 28 10'-6" 23 9'-10" 26 9'-6" 22 9'6" 28 9'-9" 22 C g'-8" 26 18'-3" 27 6'-10" 32 cn s'-s" 10' B G C G C G G E H 0 a_ 6'-2" 24 T-2" 28 10'-3" 26 9'-4" 28 9'-3" 25 B'-9" 26 8'-D" 24 B T-9" 28 1T-10' 31 16'-1" 32 p 8'0" 21 T-4' 27 10'-0" 23 9'-7" 29 9'-1" 2 9'1" 28 9'-3" 22 C 9'-3" 28 1T-4" 27 16'-4" 33 , O 6'-2" 11' T-9" 24 B T-0" 29 G 9'-9" 26 C 9'-1" 29 G 8'-10" 25 C 8'-4" 29 G T-6" 24 B T-6" 29 G 1T-1" 31 E 15'-7" 33 H 11 a r 5'$" 12' 7'-7" 27 C 7'-2" 28 G. 91_7„ 23 E 9'-3" 29 G 8'-8" ZZ C 8'-8" 29 G. 8'-10" 23 C B'-10" 29 G. 16'-8" 26 E 1fi'-D5 7" 343 H 12' 7'-6" 24 6'-9" 30 9'-4" 26 B'-9" 30 8'-4" 25 B'-1" 30 6'-10" 24 B 7'-2" 30 16'-4" 32 E 6 REVISIONS g ATTACHED SOLID F EESTA GS01101 ATTACHED SOLID FREESTA GSOLIDI ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID = "w�c are usuw,loH SPACINMAX.COG �F MAX-POST FTG. MIN. MAX.POST FTG. MIN. ~j p SPACING 5o MAXPOST FTG. MIN. MAX.POST FIG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FIG. MIN. MAX.POST FTG. MIN. MAX-POST FTG. MIN. MAXPOST FTG. MIN. �,,, ON SLAB m9 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING ON.) POST SPACING (IN.) POST SPACING (IN.) POST m� , ° C (2),(3) 1- (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE F G 13' 7" 5' 10'-4" 19 B 9'-3" 28 13'-7" 21 12'-2" 30 13'-3" 21 12'-0" 29 72'-6" 20 B 12'-0" 29 G 23'-0" 25 E 20'-1 " 34 H 5, O 10'-0" 21 B'-8" 29 G 13'-1" 23 B 11'4" 31 G 12'-7" 23 B 11'-2" 31 G 10'-3" 22 10'-1' 30 22'6" 28 19'-7" 36 J T 11'-4" 6' 9'-9" 20 B 8'-9" 27 12'-9" 22. B 11'-6" 29 12'_2" 21 B 11'_3" 2g G 11'4' 21 B 11'-3" 29 G 22'-0" 26 E 19'-81, �" 335 H I 6, asl¢Ioex 1E-tmt 9'-0" 22 B'-2" 28 G 2'-4" 24 10'-8" 30 G 11'-6" 24 70'-7" 30 V V 22 9'-z" 29 2V 2" 29 91-3" 20 8'-4" 27 12'-2" 22 B 10'-1 29 11'-3" 22 10'-8" 29 10'-7" 21 10'-7" 28 20'-1 27 18'-9" 33 H 7' DATE Bsaa-ts 9'-8" T 9'-0" 23 B T-9" 28 G 11'-8" 25 C 10'-2" 30 G 10'-8" 24 B 10'-D" 30 G 8'-9" 23 B B'-7" Z9 G 20'-2" 30 E 1T-0" 35 I OBAWN BY AT J 8'6" 8' B'-10" 21 B 8'-0" 25 11'-8" 23 10'-6" 26 G 10'-7" 22 B 10'-3" 28 G 10'-0" 2 B 9'-10" 28 G+ 20'-0" 27 E 18'-06'-9" 334 H 8-7 24 T-6" 26 G 11'-1" 26 C 9'-9" 30 10'-0" 25 9'-4" 29 8'-2" 23 8'-0" 28 19'-2" 31 8 CHECXEG GM S LL 7'-7" 9' 8'-7" 22 B 7'-8" 27 G 11'-1" 23 10'-1" 28 G. 10'-0" 23 B 9'-9" 28 G 9'-4" 22 B 9'-4" 28 G 79'-2" 28 E 17'-3" 32 H 9' SOLID COVERS ATTACHED B'-3" 24 7'-2" 29 10'-6" 26 C 9'+1" 29 9'-4" 25 C B'-10" 29 7'-B" 24 7'-7" 29 18'-1" 31 16'-1" 34 e'-3" 22 T-s^ ze 1D's" z s'B" 26 9'-6" 23 s'a" 28 8'-10" 23 a'-1o" za 1a'3" zs 1s'a" 3z & FREESTANDING BEAM (n 6'-9" 10' 7'-lo- 25 B 7'-0" 30 G 9'-10" 27 C 9'-1" 30 G 8'-6" 25 C B'-1" 30 G 7 o- 24 B 7'-2" 30 G 17'-2" 32 E 5'-7" 34 H 10' 3 0 SPANS, 10 PSF L.L, e O 6-2 11, 8 0 225 B C 7 3'6,_g„ 231 G 10'-Dy,_6„ Z27 C E 9�8'-9" 231 G 9 iT_g„ Z25 C B 107'-4" Z31 G 8-6„6'-0" 224 C g 8'-6'6 10 231 G 17'-0'6'-0" 233 E 16�-16-1" 333 H 1 11 110-130 MPH j r 5-8" 12 T-7" 23 C T-1" 29 G 9'-7" 25 E 9'-2" 29 G B'-8" 24 C 8'-6" 29 G. 8'-2' 23 C 8'-1" 29 G 16'-B" 30 E 15'-8" 33 H. 12, i E T-1" 25 6'-7" 31 9'-l" 28 8'-6" 31 7'-1" 25 6'-9" 31 5'-9" 24 B 6'-7" 31 15'-9" 33 14'-B" 33 I S H 15 A p C7 ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C N N o co 7"I-BEAM 7"I-BEAM LU Q m �l W/(1)"C"INSERT (�11 W/(2)"C"INSERTS /106L.2x6.5'St0.042" �DBL.2"x6:5"x0.032" OR 3"x8'x0.042"BEAM �' D U I,t2II U - ATTACHEDSOLID FREESTANDING SOLD ATTACHEDSOLI➢ FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDINGSOL/D t � LLIO U_ 5 ACING Sm MAXPOST FTG. MIN. MAx.POST FTG. MIN. MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAX-POST FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. FTG. MIN. �o J p a1- MAXPOST MAKPOST MAXPOST N1AX.P05T ��- W ON SLAB m3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING ON.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m$ V Z Ln (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE FOR OBL FOR 3"xB" 1) TYPE FOROBL FEAAM ° 1 TYPE Q 2S,ORDBL BEAM ( ZFORD.B3z BEAM (> F O O Lo 26'-9" 23 24'-4" 32 G 29'-6" 24 26'-1 33 H 16'-0" 20 16'-0" 29 13'-2" 13'$" 19 13'-2" 13'-8" 27 in uj z 13'-7" s' 26'-9" 26 E E B G B 12'-3" 12'-7" 29 G 5 p - p 23'-B" 34 H 29'$" 27 26'-2" 35 I 16'-0" 22 15'-3" 30 12'-7" 2'-10" 21 co — CD r 25'-3". 24 23'-0" 31 G 27'-9" 25 25'-3" 32 G 14'-7" 20 14'-7" 28 12'-1" 12'.6" 19 12'-1" 12'-6" 27 N f 11'-4" 6' 23$ E7 E 22'-4" 33 H 27'-9" 28 E 24'-7" 34 H 14'-7" 23 B 14'-0" 29 G 11'$" 1'-9" 2T B 11'-2" 71'-6" 28 G 8' � 9'-8" T' 24'-0"4 0 228 E 21'-9" 32 G 26'-0" 26 E 24'-0" 32 H 13'$" 21 C 13'$" 28 G 11'-2" 11'-7" 20 B 11'_2" 11'_7" 27 G 7' 21'$" 33 H 26'-4' 29 23'-4. 34 13'$" 23 13'-0" 29 10'-B" 0'-10" 22 10'-4" 10'-8" 27 J 8'-6" 8' 23'-0" 26 E 20'-1 " 32 H 25'-3" 27 E 23'•0" 33 H 12'$" 21 C 12'-8" 28 �+ 10'-6" 10'-1 20 B 10'-6" 10'-1 27 �. 8' FE58! 23-0 29 20'-3" 32 25'-3" 30 22'-4" 33 12'$" 24 12'-2" 28 10'-0" 10'-2" 22 9'-9" 10'-D" 27 Q� 94 „ 22'LL .1" 27 20'-1" 33 24'-3" 27 22'-1" 34 H 12'-0" 22 12'-0" 29 9'-10" 10'-2" 21 C 9'-10" 10'-2" 27 KIS 7-7 9 22'-1" 30 E. 19'-7" 33 H 24'-3" 31 E 21'-7" 34 I 12'-0" 24 C' 11'-6" 29 G 9'-4" 9'$" 23 B 9'-2" 9'-0" 27 G 9' yz1 ,��C� "WF 3 21'-4" 27 19'-0" 34 23'Sit 26 21'�" 35 11'-4'` 22 11'-4" 29 9'-4" 9'-2" 21 9'-0" 9'-2" 28 "Y 6-9 10' 21'A" 31 E 18'-10 33 H 23'-6" 32 E 2D'-9" 34 11'-0" 25 C 0'-10" 29 G V W 9'-2" 23 C' 8'-9" 8'$" 27 G 10' S 5885 6,_2„ 11, 20'$" 28 E 18,_g., 34 I 22,_9„ P9 E 20'-8" 35 I i0'-1 " 22 E 10•_1 1; 30 G g._0.. 8'-4" 21 C 9'-0"B,�" B-47$„ 228 G 1T O 20'$" 31 18'-3" 34 22'-9" 32 20'-2" 35 0'-10" 25 1D-4" 29 8'-7" 8'-4' 23 f 5'-8" 12' 20'lit 28 E 18'-3" 35 I 22'-1" 29 E 20'-1" 36 J 10'-4" 23 E 10'-4" 30 G 8'-7" 7- 21 C 8'-7" 7'$" 28 G 12' .' . . 20'-1" 32 17'-9" 35 22'-1" 33 19'-T' 35 10'-4" 26 10'-0" 30 8'-2" 7'-8" 23 8'-0" 7'-1" 26OF CAL1E�' 06-23-16 ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOUR I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.COLSPACING no MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. FTG. MIN. �o 2 SPACING �0 MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX POST MAXPOST FTG. MIN. Mi1X.P05T MAACING D ON SLAB m� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) OST SPACING (IN.) OST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m� (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (i) TYPE (SPAN) TYPE FOR DBL. FOR 3StB° 1 TYPE ..5 D. . FEAAM 1 TYPE DURALUM • ! (1) �z•,e.s�o.wz' BEAM () z•,Bsko. BEAM ( ) C 13,_7„ 51 26'-2'6-6 228 E 24'2'3'_1° 336 H I 29 29._2„ 229 E 26'-28-0" 336 1 K 16 4'-10 222 B 16-04,_7„_ 331 G. 13'-12._7„ 13$1_B. 221 B -1 -S. 13-81.$,� 230 G 5' IAPM00195 " r 11'-4" 6' 25'-3" 10 229 E 23'-0" 33 H 27'-9" 26 E 25'-3" 34 H 14'-7" 20 B 14'-7" 29 G 12'-1" 12'-0" 20 B 12'-1" 12'$" 28 G 6 21'-9" 35 I 27-6" 30 23'-70' 36 K 13'-8' 23 13'-0" 31 11'-6" 0'-6" 22 11'-2" 10'$' 29 / 9,$„ T, 24'-0" 25 E 21'-9" 33 H 26'-4" 27 E 24'-0" 34 H 13'-6" 21 C 13'$" 29 G 11'-2" 11'-7" 21 B 71'-2" 11'-7" 28 G T, anJAPFBovaL 23'$" 3D 20'$" 34 I 26'-1" 31 22'-9" 35 I 12'-8" 23 12'-0" 30 10'-8" 23 10'-4" 9'-8' 28 J 8'-6" B' 23'-0" 27 E 20'-1 32 H 25'-3" 28 E 23'0" 33 H 12'-B" 21 C 12'-8" 28 G 10'$" 10'-1 " 21 B 10'-6" 10'-1 27 G 81 s 22'-8" 37 19'-9" 34 25'-0" 32 21'-9" 35 1 11'-10 24 11'-7" 30 10'-0" 9'-3" 23 9'-9" 9'-1" 28 T,T„ 91 22'-1" 28 20' 1" 33 24'-3" 29 22'-1" 34 H 12'-0" 22 12'-0"LL 29 9'-10" 10'-2" 22 C 9'.10" 10'-2" 28 9' 21'-9" 32 E 19'-0" 34 H 24'-0" 33 E 21'-0" 35 I 11'-2" 24 C 11'-0" 29 G 9'-4" 8'-9" 23 B 9'-2" 8'-7" 28 G 21'-0" 26 19'�" 34 H 23'-6" 29 21'-4" 35 11,4" 22 11,4" 29 9'-4" 9'-2" 22 C 9'.4" 9'-2" 28 6,_g,. 10' 21'-1" 32 E 18'-4" 33 I 23'-2" 33 E 20'-2" 34 10'-6" 25 C 10'-4" 29 G 9'-0" 8,.4" 24 B 8'-9" T-9" 28 G 10' G 6'-2" 11 20' 20'-0" 233 E 18'-9" 3q I 22'-9" 30 E 20'-B" 35 1 0,_1." 22 E 10'-10" 30 G 9'-0" 8'-4" 22 C 9'-0" 8'-4" 28 G 11' 1T-9'• 34 22'-6" 34 19'-7" 35 J 10'-2" 25 9'-10" 29 8'-7" 8'-D" 24 g'-4" 7'-1" 29 T' 5'-8" 12' 20'-1" 30 18'-3" 35 22'-1" 31 20'-1" 36 10'-4" 23 10'-0" 30 8'-7" 7'-6" 22 8'-7" 7'-8" 28 9'-10' 34 E 1T-3" 34 ' 21'-10` 35 E 19'-1" 35 •� 9'-9" 26 E 9'$" 30 G 8'-2" T-4" 24 C 8'-0" 6'-7" 30 G 12' fi REVIBpNS ( ATTACHED SOLID FREESTANDING SE26'-4" TACHED SOLID FREESTANDING SOLID ATTALHE➢$OLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID �_ wst mre v¢cxwint SPACING IQ8 MAXPOST FTG MIN. MAXPOST FTG. POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. FTG MIN.SPACING <o MAKPOST MAKPOST MAX-POST MAX.POST FTG. MIN. ON SLAB m� SPACING (IN.) POST SPACING (IN.) ING (IN.) POST SPACING (IN.) POST SPACING ON.) POST SPACING (IN.) POST FORCDBL FOR SPACING (IN.) POST FORODBL SPACING ON.) POST m� c (2).(3) (SPAN) (1) TYPE (SPAN) (1) TYPEAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2'xe.SW.0a2' BEAM (1) TYPE 2 ,,,A3T BEAM (1) TYPE F C 13'-7" 5' 26'-9" 9" 229 E 24'-0" 35 " 27 E 26'-4" 36 K 18'-0" 22 B 15'-7" 32 G 13'-2" 13'-1" 20 B 13'-2" 13'-0" 27 G 5' 22'-4" 378'-6" 30 24'-8" 38 1V-8' 24 13'-4" 32 12'-7" 0'-9" 22 12'-3" 10'-7' 29 M 25'-3" 27 22'-7" 35 " 26 24'-1 36 1 14'-7" 22 14'-3" 31 12'-1" 12'-0" 21 12'-1" 1'-10" 27 4STELJOBI 1s1on r 11'-4" 6' q'_g�' 30 E 21'-1" 376'-9" 31 E 23'-3" 37 K 12'-7" 24 B 12'-3" 32 G 11'$" '-10" 23 B 11'-2" 9'$" 26 G 6' 1 1 9,_8„ T, 24'-0" 28 21'$" 34 " 29 23'-8" 35 1 13'$" 23 13'-2" 30 11'-2" 11'-1" 22 11'-2" 11' 1" 272T-1" 31 E 201" 365'-6" 32 E 22'-1" 37 K 11'-8" 25 C 1P�" 31 G 10'-8" 9'-2" 23 B 10'-4" 9'-0" 27 G 7' DRA,,yN BY 06gAT J 8'$" 8' 23'-0" 29 20'-7" 34 H 26-3" 30 22'-B" 35 1 12'-8" 24 12'-4" 30 10'-6" 10'-4" 22 10'-6" 10'-4" 27 , 22'-1" 32 E 19'-2" 36 I 24'-4" 33 E 21'-2" 37 K 10'-10 26 C 10'-8" 30 G 10'-D" 8'-7" 24 B 9'-9" 8'-4,, 27 G 8 alEc¢Eo Gm u 22'-1" 29 19'-9" 34 H 24'-3" 30 21'-9" 34 I 12'-0" 24 11'-8" 29 9'-10" 9'-9" 23 C 9'-10" 9'-8.1 27 s T-7 9' 21'3" 33 E 18'$"LL 35 I 23'-6" 34 E 20'-0" 36 K 10'-3" 26 C 1D'-1" 30 G 9'-4" 8'-1" 24 B 9'-2" 7'-10" 27 G 9' SOLID COVERS ATTACHED (n 6'-9" 10' 21'-4„D'-7" 334 E 19'-0" 34 H 23'-6" 31 E 21'-1" 34 I 11'-4' 25 C 11'-1" 29 G 9'-4" 9'-2" 23 C 9'-4" 8'-9" 28 G 10' &FREESTANDING BEAM 17'-10 35 1 22'-B" 35 19'$" 36 J 9'-9' 27 9'-7" 30 9'-0" -B" 25 8'-0" 7'-2' 27 8 a- 20'8" 31 18'$" 34 I 22'-9" 32 20'-4" 35 1 10'-1 " 25 10'-7" 29 9'-0" 8'4" 23 9'-0" 8'-0" 28 SPANS, 10 PSF U, e O 6-2 11 9'-10' 35 E 17'-3" 35 J 72'-U„ 3g E 19•_1„ 36 J 9,-4„ 2T E g,_2" 31 G 8,_T" T-4" 25 C B,_U„ 6'-7" 26 G 11' 110-130 MPH j r 5'$" 12' 20'-1" 31 18'-0" 35 I 22'-1" 32 19'-9" 36 10'-4" 25 10'-2" 30 H 8'-7" 7'- 23 B'-7" 7'-4" 28 ['� 1 y/''�� i 9'-3" 35 E 16'-9" 34 J 21'-3" 37 E 18'-6" 35 `� 9'-0" 27 E 8'-9" 31 G 8'-2" '-10" 25 C' 7'-4" 6'-0" 28 G 12 S H — i V 111 i A B C C E oF G HCN I J L 2 V Q,, CDDm ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD- 110,120,130 MPH-EXP.B &C L+ N CO LO LU m oC-) 3"x8"x0.042"BEAM 3"x8"x0.042"BEAM DBL.3"x8"x0.042"BEAM DBL.3"x8"x0.042"BEAM I-- L DBL.3"x8"x0.042"BEAM M W!14 GA.STL. INSERT N W!12 GA.STL.INSERT 0 W/DBL. 14 GA.STL.INSERT P W/DBL.12 GA.STL. INSERT U U O X a ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTAGHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTAND/NG SOCIO I LU LaL MAX.COL MAX.POST FTG. MIN. MAX.P03T FTG. MIN. MAX.POST FTG. MIN. MAX.POST FIG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FIG. MIN. MAXPOST FTG. MIN. MAX.POST FIG. MIN. jp U > O SPACING a, ON SLAB m`$ SPACING (IN.) P03T SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) P03T SPACING (IN.) POST SPACING (I N.) POST SPACING (IN.) POST m LO C (2)•(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) I1) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 1- CD Q — G 19'-3' 21 19'-3" 30 18'-4" 21 18'-4" 30 2p'-1" 21 W 1" 30 25'-1 " 23 25'-1 " 32 28'-0" 24 27'-8" 35 5, o � u-j O 13'-7" 5' 18'-i" 23 C 1T-B" 31 G 18'4" 23 C 1T-8" 31 G 20'-1" 24 C 19'-4" 32 G 5'-10" 26 E 4'-10' 34 H 28'-0" 27 E 27'-0" 37 o 1T-7" 22 1T-7" 29 i6'-9" 21 16'-9" 29 16'4" 22 18'4" 30 23'-8" 24 23'-8" 32 ZS'-1 25 25'-1 34 N CrJ �— 11'-4" 6' 16'-S" 24 C 16'-1" 31 G 16'-9" 24 C 16'-2" 31 G 18'-4" 25 C 1T-B" 31 G 23'-8" 27 E 22'-9" 33 H 25'-1D" 27 E 4'-10" 36 1 91_8„ 7' 16,_3„ 22 C 16,_3„ 29 G 15,_7„ 22 G+ 15,_7„ 29 G 1T-1" 22 E 17,_7�� 3D G. 22'-22-0 227 E 22'-21,_7„ 333 H 24'-24'-D" 28 E NJ 335 ,� 7' 15'-3" 24 15'-0" 30 15'-7" 24 15'-0" 30 17'-1" 25 16'-4. 31 ,-.l S'-6" 8' 15'=3" 23 15'-3" 30 14'-7" 22 14'-7" 29 16'-0" 23 16'-0" 30 20'-7" 25 E 20'-7" 32 H 22'-6" 26 E 34 J 14-0 25 E 14'-0" 29 G 14'-7" 25 E 14'-1" 29 G 16'-0" 26 E 15'-4" 30 G 20'-7" 28 19'-9" 32 22'-6" 29 34 8' plyppE58!(y(�� (n 7,_T, 9' 14'''3,_7, 225 E 74'''3,_2�, 330 G 13'-9"3-9" 226 E 13'-9"3 3 330 G 75'-115,_i,� 226 E 15'-114'_6"ll 230 G 19' 1'9'-0" 229 E 19'-4"8'-T' 332 I.'I 21'-21._2.� 229 E 335 J 6'-9" 10' 13'-0" 24 E 13'-8" 31 �. 13'-1" 23 E 13'-1" 30 �. 14'-3" 24 E 14'-3" 21 G. 18'-0" 26 E 18'47-0„ 333 20 120'-1" 230 335 0_ a. 12'-10" 26 12'-7" 30 13'-1" 26 12'-7" 30 14'-3" 27 13'-9" 31 18'-0" 29 H EJ 10' S 5885 13'1" 24 73'-1" 31 12'-6" 24 12'-G" 31 13'-8" 24 13'-8" 31 1T-7" 26 17'-7" 34 19'-2" 27 36 - O 6'-2" 11' 12'-3" 26 E 12'-0" 30 G 72'-6" 26 E 12'-D" 30 G 13'-6" 27 E 13'-1" 31 G 1T-7" 30 E 6'-10' 33 H 19'-2" 30 E 35 J T 5'-6" 12' 12'-6" 24 E 12'-6" 31 G 12'-D" 24 E 12'-0" 31 G 13'-1" 25 E 13'-1" 32 G 16'-9'6'-9" 230 E 16'-9"6'-2" 334 H 118�8'-0„ 23t E 18'4"T-B" 336 J 12' � 11'-9" 27 71'-6" 31 12'-0" 27 11'-6" 31 13'-1" 28 12'-7" 32 OF CAVE 06-23-16 ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID MFREESI-ANDIAIGDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.COL. MAX.POST FTG. MIN. FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FIG. MIN. MAX.POST FIG. MIN. rj0 SPACING S 0 MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. ON SLAB mg SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.)' POST m3 C RL(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE (1) TYPE (SPAN)' (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE F DURALUM G 13'-7" 5' 19'-3' 22 C 19'-3" 32 G 18'-0" 22 18'-4" 31 G. 2p'-1". 22 C 32 G 25'-1 " 24 E 25'-19', 336 H K 28 26'-8" 25 27' 35 1 5• IAPM00195 G 16 6" 24 B 16'-1" 32 1T-4" 24 1T-0" 33 hl iy-0" 25 33 H 24'4" 27 Z8 E 26'-1" 37 K 11'4" 6' 1T-7" 23 C 1T-7" 31 G 16'-9" 22 G. 16'-9" 31 G 18'-0" 23 31 G 23'-B" 25 E 23'-21'-9" 335 H 125 24'4" 229 E 25'-23'-9" 336 H J 6' 15'-1" 25 14'-8" 32 5'-1 D' 25 15'-6" 32 tT-0" 26 IT 33 H 22'-3" 26 T W-8„ 7' 16'-3" 23 G. 16'-3" 30 G, 15'-7" 23 G. 15'-7" 30 �+ 17'-1" 23 E 31 G. 22'-D" 26 E 22'-20'-2 334 H 24'2Z'-7" 229 E. 24 2Z_I, 335 H I7' AHI APPROVAL 14'-0" 25 13'-B" 31 14'-B" 26 14'-4" 31 16' 1" 26 15-8 32 20'•8" 29 J 8'-6" 8' I T 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'-B'-10' 3 34 H 22 21'-2' 230 E 22' 20'-B' 34 H I 8' s 13'-1" 26 C 12'-9" 30 13'-9" 26 13'-6" 31 15'-1" 27 14'-B" 32 19'-4" 29 U) 7'-7" 9, 14'-4" " 24 E 14'-0" 30 G IT 9" 24 E 13'-9" 30 G 15'-11, 25 E 15'-1„ 31 G 19'4" 27 E 19'-4T-10' 3 33 H 21'-Z�'_0" 231 E ''9 6" 334 H I 9, LL 12-4 26 12'-1" 30 13'-0" 27 12'-6" 30 W-2" 27 13'-10" 31 H 18'-3" 30 13'-8" 25 13'-8" 31 13'-1" 24 73'-1" 30 G 14'-3" 25 14'-3" 31 18'4" 27 18'4" 33 20'-1" 28 ZO'-1" 34 H , 1 G7 6'-9" 10' 11'-8" 27 E 11'-6" 3D G 12'4" 27 E 12'-1" 30 H 13'-6" 2B E 13'-2" 31 H 1T-0" 30 E 1T-0" 33 H 19'-0" 31 E 18'-6" 33 ) 10 " 13'-1" 25 13'-1" 31 12'-6" 25 12'-6" 31 G 13'-8" 25 13'-8" 31 17'-7" 26 iT-7" 33 H 19'-2" 26 E 19'-2" 34 O 6'-2' 11' 11'-2" 27 E tt•-D" 3D H 11'-9" 28 E 11'-6" 30 H 12'-1D" 2B E T2'-7" 31 H 16'-7" 31 E 16'-2" 33 18'-1" 32 7T-8" 34 r 5'-8" 12' 12'-6" 25 E 12'-6" 31 H 12'-0" 25 E 12'-0" 31 H 13'-1" 26 E 13'-1" 32 H 16'-9" 28 E 16'-9" 34 H 18'-4" 29 E 18'-417-p 334 12' 10'-8" 27 10'-6" 3D 11'-0" 28 11'-1" 30 12'4" 29 12'-1" 32 5'-10" 31 15'-6" 33 I 17'-0" 32 6 REYISKKlS ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLD ATTACHED SOLID I FREESTANDING SOLID MAX.COL. �iF Qi wwc oert olscBwvox SPACING 0 MAX.PDST FTG. MIN. MAX-POST FTG. MIN. MAX.POST FTG. MIN. MNC.POST FTG. MIN. MAX.POST FTG. MIN. MAX. FIG. MIN. MAX.POST FTG. MIN. MAKPOST FIG. MIN. MAXPOST FTG. MIN. MAX.POST "G. MIN. so 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� " (p),(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 13'-7" 5' 18'4" 23 C 18'-3" 33 H iB'4" 23 C 18'-0" 33 H 20'-1" 24 C 19'-B" 34 H 25'-t 26 E 25'-1'-10' 337 J K 28 24'-6" 229 E 2T-4 U" 336 K 5 O 15'-1" 24 B 4'-9" 33 16'-0" 25 B 15'-T' 34 1T-4" 26 17'-1" 35 I 22'-4" 28 i6'-9" 24 16'-9" 32 i6'-9" 24 16'-6" 32 G 18'4" 24 18'-0" 33 23'-B" 26 23'-1" 35 I 25'-1 27 25'-3" 36 J 1F1m1 4SE JOSF r 1V4" 6' 13'-10" 25 C 13'-6" 32 G 14'-7" 26 C 14'-3" 33 H 15'-1 D' 26 C 15'-7" 34 H 20'-0" 29 E 0'-1" 36 K 22'4" 30 E 1'-10" 37 K 6 T 15'-7" 24 15'-6" 31 15,-7" 24 15,-3" 31 1T-V 25 16'-8" 32 G 22'-0" 27 E 21'-6" 34 H 24'-0" 28 E 23'-6" 35 1 o^TE oo-2a,6 ' 1 9'-8" 7' 12'-9" 26 ri 12'-7" 32 G 13'-6" 26 C 73'-2" 32 G 14'-9" 27 E 14'-6" 33 H 79'-0" 29 18'-7" 35 I 2D'-9" 3D 20'-3- 36 K 7 DRAWN BY AT 14'-7" 25 E 14'-6" 31 G 14'-7" 25 E 14'-3" 31 G. 16'-0" r25 E 15'7" 32 2D'7" 28 E 2D' 1" 34 H 22'-6" 29 E 22'0" 35 12'-0" 26 C 1'-9" 31 12'-6" 27 C 12'4" 32 13'-10 13'-6" 32 H 1T-9" 30 1T-4" 35 I 19'-6" 31 19'-0" 35 6 CHECKED GM s T-7" 9, 13'-9" 25 E 13'4' 30 H 13'-9" 25 E 13'-_6" 30 H 15A" E 14'-B" 31 19'4" 28 E 19'-0" 33 H 21'-T' 29 E 20'-8" 34H9�11'4"LL 27 11'-1" 31 G 12'-0" 27 11'-8" 31 G 13--1 12'-9" 32 H 16'9" 31 16'4" 34 18'-0" 32 18'-D' 35 I SOLID COVERS ATTACHED6'-9" 10' 13'-1" 26 E 13'-0" 30 H 13'-1" 26 E 12'-9" 30 H 14'-3" E 14'-0" 31 18'-4" 29 E 18'-0" 33 H 20'-1" 30 E 19'-8" 34 H 10, & FREESTANDING BEAM 10'-9" 27 10'-7 30 G 11'4" 28 11'-7" 31 12'-0 12'-1" 31 H 16'-0" 31 15'-7" 34 1T4" 32 1T-1" 35 I 12'6" 26 12'-6" 31 12'-6" 26 12'2" 31 13'-80" 13'-4" 31 17'-7" 29 17'-2" 33 19'-2" 30 18'-9" 34 SPANS, 10 PSF L.L,O -2" N' 10'-3" 28 E 10'-1" 31 H 10'-1-0' P8 E 10'-7" 31 H 11'-10 E 11'-7" 31 H 15'-2" 32 E 4'-10' 33 H 16'-7" 33 E 16'-3" 34 11' 110-130 MPH r5$" 12' 12'-0" 27 E 1'-10" 31 H 12'-0" 27 E 11'-B" 31 H 13'-1" E 12'-9" 32 16'-9" 30 E 16'-6" 33 I 18'4" 31 E 18'-0" 35 I 12' FSH . w "79'-10" ZB 9'-8" 31 10'4" 29 70'-1" 31 11'4" 30 11'-t" 31 H 1,F7" 32 14'-3" 33 15'-00 33 15'-7" 34 -I f/ s B C D E F G H " N BEAM TYPES ATTACHED&FREESTANDING LATTICE COVERS-10 PSF LIVE LOAD-110, 120, 130 MPH-EXP.B&C 44 N ULI m m 3"SQ.xO.032"ALUM.BEAM DBL.2"x6.5"X0.032" OR K 3"x8"x0.042"BEAM ? U c W/12 GA.STL."U"CHANNEL EATTACHED FREESTANDING ATTACHED FREESTANDING ' OW L¢ .031' 6'5• MAX.COL 4r MAXPOST MAX.POST FTG. MIN, MAX.POST MAX.POST FIG. MIN. rj0 LD p SPACING So MAX.POST FTG. MIN. MAXPOST FTG. MIN. SPACING SPACING SPACING SPACING U [=TE 72 G0. „ ON SLABSPACING (IN.) POST SPACIG (M') POSTFO.6B�Lr FBR ON') POST 20 us pB ON') POETS O tT7533S8.0' (2).(3) (SPAN) 11) TYPE (SPAN TYPE 1 TYPE TYPEOGBO �.O 0.042" 2 .032' 1 I I TTP. p 13,_7„ 5, 16'-96-9, 117 B 74'-14_7 291 G H 1414'-10„15-415,_4n B 157 14'-14,_6., 15 5-1 230 G 5 o ALUM. F 2.0"�4'0" 0'-I •r' 15'-3" 16 13'.9" 28 G 13'-7" 14'-1" 15 13'-7" 14'-1" 28 , N I I MAX, r 11'-4" 6' 15'-3" 18 B lT-3" 30 H 13'-7 14'-1" B 17 13'-T 13'-9" 29 G 6 rn DBL 2"x6.5'k0.032" 14'-2" 16 12'-4" 28 12'-7" 13'-1" 15 12'-7" 13'-1" 28 ALUM.ALLOY3004-H36 L, _..I 1 9,_9n 7, 142n 18 B 12'll" 30 G 12'-7, 13,_7" B 17 12'-3. 12,_9n 29 G 7' 3.0° 3"SQ.x0.032"ALUM,BEAM DR EQUAL 13'3" 16 11'-T' 29 11'-9" 12'-3" 16 11'-9" 12'3" 28 6' fESSI W/12 GA STL."U"CHANNEL DBL.2"x6.5"1342" 3'X&'KO.042"BEAM 8-6 8' 1T-3" 19 B 11'-7" 29 G 11'-9" 12'-3" B 18 11'-6" 12'-0" 28 G QF0 q< E ALUM.ALLOY 3DU44 36 K ALUM.ALLOY 3004-H36 J , „ , 12'-7" 17 11'-0" 29 11'-2" 11'T' 16 11'-2" 11'-7" 29 9' K GRADE 50 G60 OR EQUAL OR EQUAL 7"7 9 12'-7" 19 C 11'-0" 29 G 11'-2' 11'-7" B 18 10'-10' 11'-3" 28 G 3 LL' 12'-0" 17 10'-4" 30 10'-7" 11'-D" 16 10'-T' 11'-D" 29 (/� 6'-10" 10' 12'-0" 19 C 10'-4" 30 G 1 D'-T 1 T-0" B 19 10'-3' 1 p'_w 29 G 10' S 5885 . . 25° d. 11'-4" 17 9'-10" 30 10'-1" 10'-6" 17 10'-1" 10'-6" 29 G C 6'-2" 11 11'-4" 20 C 9'-10" 30 H 10'-1' 10'-6" B 19 9'-10' 10'-1" 29 r 5'-8" 12' 10_1 18 9,_6„ 30 H 9,-8n9,_8„ 9�"9,_B" �i 119 9,$nB,�„ . ,$9,_2" 2Zy G 12, T=120a 0'-10" 20 C 9'-6" 30 OF C.41-\F 14 GA TB 5" AM A653 35 1 106-23-16 GRADE So Gm F' ATTACHED FREESTANDING ATTACHED FREESTANDING _ MAX-COL � MAX.POST MAXPOST MAXPOST MAX.POST 4 = SPACING Do MAX.POST FTG. MIN. MAX.POST FIG. MIN. FTG. MIN. FTG. IN. $o 8.0" ON SLAB M F SPACING (INJ POST SPACING (IN.) POST SPAFOROIBL. FOR3Ix8 (IN.) POST FOROBL FORACING 97.8" (IN.) POST m5� O�2" .625° C (2).(3) f (SPAN) (tj TYPE (SPC'8 Ii} TYPE 2 Sxo.m2• BEAM (i) TYPE 2SE.5�D.032' BEAM (1) TYPE DURALUM G 13, 7„ 5, 16'-9" 16 B 14'-7" 31 H 14'-1 15'-4" B 15 14'-1 " 15'4" 30 G 5' IAPM0 0195 2.875' p 16-4' - l8' 14'-7" 33 J 14'-B" 15'-2" 18 14'-1" 14'-7" 31 CV 15'J" 76 13'-3" 30 H 13W" 14'-1" 16 13'-7" 14'-1" 29 5, 3'k8"X0.042"BEAM r 11'-0" 6' B B G W/14 GA.STL.INSERT 15'-0" 19 13'-3" 32 I 13'-4" 13'-10' 16 2'-10" 13'-4" 31 14'-2" 17 12'A" 29 G 12'-7" M�3 16 12'-7" 13r_1" 29. Axl APPaOVAL MAX 3.0" AS A653 GRADE 50 G6Q t 9'-9" T 13'-10" 19 B 12'-0" 31 I 12'A" B 19 12'-0" 12'-4' 30 G T 5 3"x8"x0.042"BEAM J B,�n 6, 13'-3" 111'-7" 29 G 11'-9" B 17 11'-9" 12'-3" 28 G $' � ) DBL.3"x8"x0.042"BEAM �\W/12 GA.STL.INSERT 13-0 H2O 71'-7" 31 H 11'-8" 19 11'-2" 11'-7" 30 ALUM.ALLOY 3004H36 I V J 12'-7" 18 11'-0" 29 G 11'-2" 17 11-2 11-7 OR EQUAL ASTM A653 GRADE 50 G60 T-7" 9' 12'.9" 2D C 11'-0" 30 H 11'-0" B 20 10'-7" 11'-0" 29 G9' NOTE YMiERE 12 AN014 GA STEEL INSERTS OCCUR AS LLTHE FULLSHOWN N THE SPAN TABLES,I HEY LENGTH OF THE3'Xe-BEAMHALL BE INSTALLED 6,_10n 1D, 72'-'1'-8" 121 li 1D'-4'O_ 330 G H 1D-710'-6" B 120 10-710r_1n11� 0,-0n229G 10" 0-' 11'-4" 18 9'-10" 30 10'-1" 17 10'-1" 10'-6" 29FOOTNOTE: "SAMPLE" 6 2 11' 11'-2" 21 C 9'-10" 30 H 10,-W B 20 9'-7" G r' 10'-110 18 9'-6" 30 9'-8" 9'-8" 18 9'-8" 9'-8" 29 FIGUREEX OSCATES� 5 8„ 12' 10,-8,. 21 C 9,-6., 31 H 9,_7n 9-4- �. 21 9'-2" 8'-9" 30 G 12' 4 EXPOSURE B s FIGURE INDICATES ' 5 14 G OR v EXPOSURE C 1q�, _ WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. ASTM r ItensroRs A03W ATTACHED FREESTANDING ATTACHED FREESTANDING �a>: Bse, w1s orFcuvlrtx GRADE 8.D° = MAX.COL. N� MAXPOST FTG. MIN. MAY-POST FIG. MIN. MAX.POST MAKPOST FTG. MIN. MAX.POST MAX.POST t-1- SDG60 SPACING �� SPACING SPACING SPACING SPACING �C" MIN. �❑ ON SLAB m_Si SPACING (IN.) POST SPACING (IN.) POST FOR DBL. FOR 3kB" (IN.) POST FORDBL. FOR3StB' (IN.) POST m� .042" (2).(31 (SPAN) (1) TYPE (SPAN) (1) TYPE 2'xG.SxD.D32' BEAM (1) TYPE 25c8.SALPi2' REAM (1) TYPE F FOOTNOTES TO ALL SPAN TABLES: TIP. 1.FOOTING SHOWN REPRESENTS LENGTH OF 13'-7" 5' 16'-9.1 17 14'-7" 32 I 14'-1 15'-4" B 16 14'-1 15'-2" 31 G 5, EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. C 15'-0" 19 B 14'-7" 34 J 14'-4" 14'-10' 19 13'-8" 14'-2" 33 H WHERE SLAB OCCURS CUBED FOOTING SIZE M 11'-41 6' 15'-3" 18 B 13'-3" 31 1 13'-7" 14'-1" B 17 13W" 13'-1 " 31 G 6, 4STE MB6 19-1Di1 MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. I I 3 On I I e-' 13'-9" 2D 13'-3" 34 J 13'-1" 13'-7" 19 12'-6' 13'-0" 32 ! 2.THE MAXIMUM COLUMN SPACING ON EXISTING BLAB I--3.0--1� (-1-�3.0•---1 14'_2" 16 12-4^ 31 H 12'-7" 13'-1" 17 12'-7" 12'-1 30 �'TE D6zt7B SHALL BE THE SMALLER OF THE MAXIMUM SPACING I 9'-9" 7' 12'-9" 2D B 12'-4" 33 J 12'-2" 12'-7" B 20 ll'-7' 12'-l" 31 G 7' SHOWN IN THIS COLUMN OR THE MAXIMUM POST DBL.3"x8'k0.042"BEAM Daavrtt BY AT SPACING SHOWN FOR THE SELECTED BEAM. �..1 W/DBL. 14 GA.STL.INSERT 13'-3" 18 11'-7" 30 H 11'-9" 12'3" 18 11'-9" 12'-1" 29 3.THE SLAB SHALL BE A MINIMUM IV-0"WIDE BY THE AD A653 GRADE 50 G60 J B� 8 1'-10' 20 B 11'-7" 32 J 11'-4" 11'-9" B 30 0'-10" 11'-3" 31 G B cHEatm GM MAXIMUM COLUMN SPACING MEASURED AT THE 7'_7" 9' 12'-7" 19 B 11'-0" 30 H 11'-2" 11'-7" B 18 11'-2" 11'-0" Jr�29 G 9' COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR DBL.3'k8"XD.042"BEAM 11'-3" 21 11'-0" 32 1 21 10'-3' 10'-B" 30 LATTICE COVERS ATTACHED 25&30 ps1.THE DISTANCE FROM COLUMN TO SLAB W/DBL.12 GA.STL.INSERT 12'-0" 19 C 10'-4" 30 H 10'-7" 11'-0" 18 1OLT' 10'-9" 29 &FREESTANDING EDGE SHALL BE 91/4•MINIMUM. r 6'-10" 1D' 10'-B" 21 B 10'-0" 32 G 10'-2' 10'-T B 21 9'-9" 9'-10" 30 G 10' $ ASTM A653 GRADE 5D G60 BEAM SPANS, 6'-2" 11' 11' 19 c 9'-10" 30 H 10'-1" 10'-6" 19 10'-1" 10'-3" 29 11' 1 B NOTE WHERE12AND14GA.STEELINSERTS000URAS 0 10'-2" 22 `-' 9'-10" 32 I 9'-9" 9'-10' B 21 9'$' 9'-D" 31 G 10PSFL.L,110-130MPH SEE ALTERNATE FOOTING TABLES SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED f SHT.9 FOR ATTACHED COVERS THE FULL LENGTH OF THE FXVBEAM. T-8" 12' iD-1 " 20 r 9'$" 31 H J'_" J'-8" C 19 ' 29 G 12' C 3 9'-9" 22 L.v 9'-6" 33 J 9'-4, V_t" 22 9'-O" 8'-3' 31 V 34 31 - - ------------------------- A do E G H J r �' CD O W ATTACHED&FREESTANDING LATTICE COVERS-10 PSF LIVE LOAD- 110, 120, 130 MPH-EXP.B&C w N o W rn M DBL 3"x8"xO.042"BEAM 3"x8"x0.042"BEAM 3"x8"xO.042"BEAM DBL 3"x8"x0.042"BEAM Q oi J DBL.2"x6:5"x0.042" L W/14 GA.STL.INSERT_ N W!12 GA.STL. INSERT W/DBL. 14 GA. STL.INSERT � U X�Q ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING _ 0, OW LL- MAX-COL. GF SPACING So SPACING FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG MIN. MAX.POST FTG. MIN. MAY-POST FTG. MIN. MAX.POST FTG, MIN. MAX.POST FTG. MIN. MAX.POST FfG. MIN, MAACING FTG. MIN. SPACING PTG. MIN. jo C.W.) � p O ACING R 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� Z , C (NSL (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (t) TYPE 'Q p r- C CD — r " CO L6 18'-0" 15 16'4' 29 21'-8" 16 21'-8" 31 G 20'-9" 16 20'9" 31 G 22'-B" 17 22'-B" 31 G 29'-2" 18 29'-2" 33 H c+7 U) O 13'-7" 5' 18'-D' 18 B 1T-6' 31 G 21'-B" 19 B 21'-2" 33 H 20'-9" 18 B 20'-2" 33 H 22'-B" 19 B 22'-1" 33 H 29'-2" 21 C 28'-6" 36 I 5 N OM 11,�„ 6, 16'A16-0 168 B 16416'-0' 230 G 19,_9'r9'-9" 119 C 19,_9''9'-3" 332 G 19,_0"9'-0" 119 B 19'-1 V-6" 332 G 20'-20'-B" 120 C 20'-2'0._2„ 332 G 26'-26,_8„ 121 E 26'-Z'6,_0„.335 H I 6' rn r9'-9" 7' 15`-2" 16 B 15'-2" 29 G. 18'-0" 17 C 18'-4" 30 �. 1T-7" 17 C 1T-7" 30 G. 19'-2" 16 C 19'-2" 31 G, 24'-24'-8" 122 E 24'-24'-1"all 334 H 7 15'-2' 19 14'-10" 30 18'�" 20 T-10' 31 1T-7" 19 1T-ill 31 19'-2" 20 19'-2" 32 " 8,�w B' 14'-3" 17 14'-3" 29 1T-2" 16 C 1T-2" 31 G W-6" 18 C 16'-6" 31 G 18'-0" 16 C 18'-D"8'-0" 331 23'-2" ' 20 23'-2" 33 14-3 19 13'-10' 29 G 17'-2' 20 16'-9' 31 16'-6" 20 16'-1" 31 18'-0' 21 G 23'-2' 22 E 22'-7' 33 H S' �pfEssfyl -J " 13'-6" 17 13'-6" 30 16'-3" 16 16'-3" 31 15'-6" 16 15'-6" 31 17'-0" 18 17W' 32 21'-1 " 20 21'-1 7-7 9 ILL13'-6' 19 C 13'd' 30 G 16'-3" 21 E 15'-9" 31 G 15'-fill 20 C 16-2. 31 G 1T-0" 21 E 1T-0" 31 G 21'-10' 23 E 21'-3" 34 d 6'-10" 1 D' 12'-9" 17 C 12'-9" 30 G 15'-0" 18 E 15'-0" 32 �. 14'-9" 18 E 14'-9" 32 G 16'-1" 19 E 16'-1" 32 G 20'-9" 20 E 2D'-9"D'-2" 334 H 10, u S 5885 12'-9' 20 12'-6' 30 15'�" 21 15'-7" 32 14'-9" 21 74'-4" 32 16'-7" 21 16'-Y" 32 20'-9" 23 6'-2" 11' IT 2" 1 C 12'-2" 31 G. 14'-8" 19 E W-8„ A32 14'_t" 19 E 14'_1" 32 G 15'-4" 19 E 15'-4" 32 G 79'-9" 21 E 19'-g"9'-3" 334 11' is O 12'-2' 20 11'-10" 30 14'-8" 21 14'4" G 14'-1" 21 73'-8" 32 15'4" 22 15'-0" 32 19'-9" 24 12' 11'-B" 16 C 17'-8" 31 G 14'-1" 19 E 14'41 G 13'-0" 19 E 13'-fill 32 G 14'-9" 19 E 14'-9" 32 H 19'-0" 21 E 19'-0''B 6 335 - _ 11'-8' 20 11,-4' 31 14'-1" 22 13'-9" 13'-fill 21 13'-2" 32 14'-9" 22 14'-9" 33 . 19'-0" 24 I 12 OF (`ql\li 06-23-16 ATTACHED' FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING i MPX.COL. yQ—I=— MAX.POST FfG. MIN. MAX.POST FfG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POSTt32 . MAX.POST FTG. MIN. MAX:POST FTO. MIN. MAY PTG. MIN. MAX.POST FTG. MIN. o SPACING �o ON SLAB e� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACINGT SPACING (IN.) POST SPACING pN.) POST SPACING (IN.) POST SPACING- (IN.) POST C R).l3) - F (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAIJ) (1) TYPE (SPAN) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE DURALUM G 18'-0" 16 18'-0" 31 G 21'-8" 17 21'-8" 33 20'-9" 17 20'-9" 22'-B" 16 B 22'-8" 33 H 29'-2" 19 29'2" 35 I 5, IAPMO 0195 v 13'-7" 5' 17'B" 19 B 17` 0V 31 H 21'A" 20 B 20'-7" 34 H 20'-0" 20 B 19'-8" 22,-4" ZO C 21'-6" 35 I 28'-9" 22 -C 2T-8" 37 K N 16'-4" 17 16'-4" 30 19'-9" 18 19'-9" 32 G 19'-D" 18 B 19'-0" 20'-8" 18 W-B" 32 G 26'-8" 20 26'4' 35 I , r- 11'-4" 6' 16'-2" 19 B 15'-T 30 G 19'-7" 21 C 18'-9" 34 H 18,S, 20 C 18'-0" 20'-4" 21 C 19'-B" 34 H 26'-3" 23 E 25'-3" 36 K 6 9,_9" 7, 15'-T' 17 B 15'-2" 3D �. 18'-4" 18 C 18'-4" 31 G 1T-7" 18 C 17'-7" 19'-2" 19 C 19'-2" 32 G 24'-8" 20 E 24'-" fill 336 H I AHIAPPR AL 15'-0" 20 14'-4" 30 18'-1" 21 17'-0" 33 H 17'-3" 21 16%8" 18'-10' 21 16'-2" 33 H 24'A" 23 J B'-6" 8' 14'-3" 18 B 14'-3" 29 �. 17'-2" 19 C. 1T-2" 3 G 16'-0" 18 C 16'-1 18-0 C - 1 14'-1' 20 C 13'-6" 29 1T-0' 22 16'-3' 32 16'-2" 21 15'-7" 1T-B" 22 1T-1' 33 H Z2'-9' 24 T-7" 9' 13'-6" , 18 C 13'-6" 30 G, 16'-3" 19 E 16'-3" 31 G. 15,-6" 19 C 15'-fill 31 G 1T-0" 19 E 1T-0" 32 G ZP_t „ 21 E 21'-1 0'-8 3 H I 9' 13-3' 21 12,-9' 30 16'-0" 22 15'-4" 32 15'-3" 22 14'-8" 32 16'-B" 22 16'-1" 32 21'-fill 2434 6'-10" 10, 12'-9" 18 C 12'-9" 30 G 15'-0" 19 E 15'-4" 32 G 14'•9" 19 E 14'-9" 31 U. 16'-7" 20 E 76'-1" 32 G 20'-9" 21 E 20'-9''9'-8" 334 H 1D' 1 12'-7" 21 12'-1' 30 15'-2" 22 14'-7" 31 1 -T 22 14'-0" 31 15'-10' 23 15'-3" 32 20'-4" 25 {{ 6'-2" 11' 12'2" 19 C 12'-2" 31 �. 14'-8' 20 E 14'-6" 32 G 14'-1" 19 E 14' 1" 32 G 15'�" 20 E 15'�" 32 G 19'-9" 22 E 19- 35 9 355 G O 12'-0" 21 11'-7" 30 14'fill 23 14'-0" 32 13'-10" 23 13'4" 31 15'-2" 23 14'-7" 32 H 19'-fill 25 11 z 5'-8° 12' 11'-8" 19 C 11'-8" 31 G 14,-1„ 20 E 14'-1" 32 G Y3'-fill 20 E 13'-fill 32 G. 14'-9" 20 E 14'-9" 33 H 19'-0 22 E 19-"'D„ 334 12' 11'-fill 22 11'-1' 31 13'-10' 23 13'-4" 32 H 13'-3" 23 12'-9" 32 14'-fill 23 14'-D" 32 16'-8" 26 b Y REVISIONS 9 ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING x „um wrz osscwrmx i MAX.COL dF SPACING So MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. AMX.POST W�H , MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN.. �o ON SLAB mg SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING T SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m�S C (2).(3) H (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (t) TYPE G 18'-0" 17 17'-8" 33 G 21'-8" 19 21'-0" 34 H 20'-9" 18 20'-0" 22'-8" 19 B 22'-4" 35 1 29'-2" 20 C 2F-9" 37 5, O 13'-7" 5' 1T-3' ZO B 16'-6' 34 H 20'-10' 21 B 20'-0" 36 K 20'-0" 21 S 19'-1" 1'-10' 21 C 0'-10' 36. K 28'-2" 23 E 6'-10' 39 K M 16';}" 18 i6'-2" 32 G 19'-9" 19 19'-7" 33 H 19'-0" 19 B '18'-8" 20'-8" 19 20'4" 34 H 26'-B" 21 26'J" 36 6, 951EL JOSR 1&1071 F r 11-4 6 15'-70' 20 B 15'-1' 33 H 19--1" 22 C 18'-3" 35 1 1B'-3" 21 C 17'-6" I 20'-0" 22 C 19'-1" 36 I 25'-9" 24 E 24'-7" 38 K_9„ �, 15'-2" 18 15'-0" 31 G 18'A" 20 C 18'-1" 33 H 17'-7" 19 C 17'-3" 19'-2" 20 C 16'-1 33 H 24'-8" 22 E 24' ,_g„ 337 I K 7' ��14'-8' 21 14'-0" 33 H 1T-8" 22 16'-10' 341T-0" 22 16'-2" 18'-fill 23 1T-8" 35 t 23'-10 25 oPAwNBv AT14'-0" 19 B 14'-1" 31 17'-2" 20 17'-0" 32 G. 16'S" 20 16'- " 18'-0" 20 17'-8" 33 G 23'-2" 22 22'-9" 35 1 BC 13'-1" 32 G 16'-T 23 C' 15'-10' 34 H 5'-10" 22 C 15'-2" 17'4. 23 C' 16'-7' 34 H 22'-3' 25 E 21'-3' 37 K CHECKED cm 7,-7" g, 13'-6" 19 13'-3" 30 16'-31 21 16'-0" 32 G 15'-fill 20 15'-3" 31 G 17'-0" 27 16'-81 32 G 21'-1 " 23 21'-fill 34 H F LL 13,-O' 22 C 12'-0' 32 G 15'-8" 23 E 15'0" 33 H 15'-0" 23 C 14'-3" 32 H 16'-4" 24 E 15'-7" 34 H 21'-1" 26 E 20'-1" -36- 32 K 9 LATTICE COVERS ATTACHED 12'-9" 20 12'-7" 30 15'-4" 21. 15'-2" G 14'-g" 21 14'-6" 31 16'-1" 21 15'-t 32 20'-9" 23 20'-4" 34 H &FREESTANDING 6'-10" 10' 12'-3' 22 C 11'-9' 31 G 14'-10' 24 E 14'Z' 33 H 14'-2" 23 E 13'-7" 31 G 15'-7" 24 E 14'-10' 33 H 20'-0' 26 E 19'-1" 36 l 10 11. 12'2" 20 12'-D" 31 14'-8" 21 W fill 32 H 14'-1" 21 T-10" 32 15'i" 22 15'-2" 32 19'-9" 23 19'-6', 35 BEAM SPANS, 6'-2" 11' C G E E G E H E 11' 10 PSF L.L,11D-130 MPH s O 11'-9' 23 11'-3" 31 14'-2" 24 13'-7" 32 G 13'-7" 24 13'.0" 31 4'-10" 24 14'-2" 33 19'-1" 27 18'-2" 35 ] r 11,-8" 20 111-61 31 14'-1" 2 13'1 32 13'-6" 21 13'-3" 32 H 14'-9" 22 14'-6" 33 19'-0' 24 18'-B" 35-1I 12, i 5'-fill 12' 11'-3' 23 C 10'-9' 31 G 73'-7" 24 E 13'-0" 32 H 13'-0" 24 E 12'-0" 32 G 74'-2" 25 E 13'-7" 32 H 18'-3" 27 E 1T-fill 35 C u _ C Jn J F - - _ - . .. ........... . . . Fo D E F G N u z ATTACHED&FREESTANDING LATTICE COVERS oo w 10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C 41 C`I N o \ LU m m DBL.3"x8"x0.042' BEAM F_ Q ai W/DBL. 12 GA.STL. INSERT z � U P 0 X . ATTACHED FREESTANOlNG = I W 1¢1 SPACING �o MAx.P05T FTG. MIN. MAXPOST FIG. MIN. jo C.W.) O [L ON SLOB m5 SPACING (IN.) POST SPACING (IN.) POST m� Z lL7 C (2).(3) it (SPAN) (1) TYPE (SPAN) (1) TYPE `Z 0 �— z C 13W" 5' 32'-0" 19 E 32'-0" 34 H 5, co Cj p 32'-0" 21 31'-2" 36 K m _ o T 29'-2" 19 29'-2" 33 H N m T. 11'-4„ 6' 29'_2" 22 E 28'-6" 36 I 6 27'-1" 20 27'-1" 33 H 9,_9„ 7' 27,-1 22 E 26'-4" 35 1 7' J 8'-6" 8' 25'-3" 20 E 25'-3" 34 H 8' 4�fE8Sigyq 23 24'-8" 34 LL 7-7 y -- 13''10" 223 E 23'-23'-3" 334 ILL H 9 2 3 22'-8" 2t 2'-8" 35 (n s'-10" 10' 22'-s" 24 E 2z'-t" 35 I 10' S 5885 a 21'-8" 21 1'-0" L i O 6'-2" 11' 21'-8"" 24 E 21,_1" 1120'-8" 22 20'-8"20'8" 25 E 202" 12' - OF Cgl1E 06-23-16 _ ATTACHED FREESTANDING MAX.COL ro MAX.pOST FIG. MIN. MAX.POST FTG. MIN. �m SPACING ON SL48 �� SPACING (IN.) POST SPACING (!N.) POST o� (SPA+!) (1) TYPE (SPAN) (i) TYPE DURALUM 13'-7" 5' 32'-0" 20 E 32'-0" 36 K 5' IAPM0 0195 O 23 30'-3" 38 N 29'-2" 20 29'-2" 35 1 r 11'4" 6' 2V-2" 23 E 27'-8" 37 K 6' 27'-1" 21 27'-1" 35 1 awaFPrsovnt 9'-9" 7 27'-1" 24 E 25'-8" 37 K 7 s J 8,-0" 6, 25'-2b'3 225 E 25'-24-0 336 H K 8, J 3'-1 " 22 23'-1 " 35 9, LL 7'7 9 3'-10" 25 E 22W' 35 22'-8" 22kEW-2-' 35 (n 5'-10" 10' 2z'8" 26 35 I 10, , 21'-0" 2236 O 6'-2" 11 21'-8" 26 35 T- 20'-8" 2336 K 5'-8" 12' 20'-8" 26 35 1 12' E PEVlSI0N3 � ATTACHED FREESTANDING S ACING So MAx.POST FFG. MIN. MAX.POST FIG. MIN. jo j ON SViS m� SPACING (IN.) POST SPACING (IN.) POST mg (2) (3) (SPAN) (1) TYPE (SPAN) (1) TYPE S O13'-7" 5' 32 32'-0" 2 " E 24 29'4" 34 0K 1 s' 11'-4" 6' 29'-2" 22 E 29'-2" 37 K 6, +sr¢loee 161m1 r 29'-2" 25 6'-10" 39 9,_g" 7' 27'-1" 22 E 27'-1" 36 K 7, MTE ouz3.le 2T-1" 25 4'-10' 38 25'-3" 23 25'-3" 36. J °wWN' B AT g .J 8'-6" 8' E 8' 3 25'-3' 26 23'-3' 37 K CHECI�O GN .J 23'-1 23 3'-1 " 35 1 T-7" 9 o" zs E 22'-0^ 37 K 91 LATTICE COVERS ATTACHED LL zz'-8" za zz'-s" 35 1 &FREESTANDING Cn 6-10" 10' 22'8" 27 E 0'-t0" 36 K 10 FL2 z,'-933zt'z1'827 E '-10" 6K11, 10 PS , 1 0-130 MPH I r- 5'-8" 12' 20'-8" 24 E 0'-8" 36 J 12, i 20'-8" 28 19'-1" 36 S H — 3 6 A G D F G H ATTACHMENT DETAILS FOR INSULATED STRUCTURAL SANDWICH PANELS _ o W m M 244 4T=.060' 740' ROOF SLOPE SHALL BE 1/4' 1 12' MIN. AL6063-TG O 3,200' W 7 U_R 4.450' UQZ0 o0L ALLFASTENERS o U)SEE TABLESHEET8 3"OR 4Ya"APPROVED STRUCTURAL SANDWICH PANEL,SEE NOTE BELOW ` rn --I- 3"OR 4.25"HANGER CHANNEL QpOFE5Sl0yq! HEADER BEAM AND ENCLOSURE WALL SYSTEMS K MUST BE I,C.C. E.S. AND/OR IAPMO E.S. LISTED UNDER 2012 IBC, ` S 58 8 5 2012 IRC AND/OR 2013 CALIF. BLDG, & RESIDENTIAL CODES, t o OF CAO OPTIONAL DECORATIVE FASCIA FASTENER WOOD, ALUM. OR HARDBORD) 06-23-16 PANEL TO HEADER BEAM C❑N�iE SHEET L SEE SHEET 4 EXTRUDED EXTRUDED UDE 'IR3' GUTT DURALUM IAPMO 0195 *SEE SHEET 8 ;.era aaovAi I-BEA 5 CAS SHOWN IN THIS REP RT) OPTIONAL RAIN GUTTER BEAM (AS SHOWN IN THIS REPOR OPTIONAL NON-STRUCTURAL FASCIA s 6 TABLE 1 a� aEvisiG MAXCOLUMN SPACING NOTE: ON SLAB THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS 4 (130 MPH,EXPOSURE C) EVALUATION REPORT MUST BE]CC-ESR 1230 EVALUATION REPORT AND/OR DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS TRIB. 10 PSF 20 PSF COMPLYING WITH THE 2012 INTERNATIONAL BUILDING CODEAND/OR WIDTH L.L. L.L. 2013 CALIFORNIA BUILDING CODE,WHICH MUST BE SUBMITTED WITH THE DURALUM 95TEL 1G08 161YT1 7 PATIO COVER DRAWINGS INDICATED IN THIS REPORT. DM a nszi,c 5' 12'-8" 10'-0" 'sy 5' 10'-5" 8'-91, orwwH er AT 7' 91-0" 8'-()" NOTE: CHECKED GM 8' 7'-10" 7�_g�� ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 3 8' �'-o" 7'-0" ATTACHMENT DETAILS FORMULATED 10, 6'-3" e'-s" STRUCTURAL e 11' SANDWICH PANELS 12' 5'-3" 5'-8" 8 SH - 47 A B D D E F G H I O � d7 O Co L0 N O aQLDfessiono/fry OQROFESS/ONq QFpFESSlgyq �� K' ROSFA _ — W M m St RUCrG Q M U m ROS�oFyc �$� K60 y V 49725 J5 2 m F LICENSED r7 c {1, � W u- n O F CD ° No.9465229-2203 DUSTINK C72487 55885 PROFESSIONAL O R _ w 7 — GIN E C CD z o O o 20 5, cFOF L\E OF CALF 9 sT P� N tpT NA U 1� CA l 1 , U- qrE OF o� res 06—�U^ FkP. 3 / 3 1 °� rn oQROFESS Igyq/ 3 `\\\\\11HIIIIIIIIIII/l/ll ``\\\111111111/l// o+ oFEsslo "�, .• ',• K. Rp �GFEsslo � ° 55885 �••pFF�__N;C '%. 4�N K,,.4.03F %. OINEE - ?�2`'jcl ��OENSF'•- RS 9T 5�\� MEX/ S�A �40e DUSTIN �9! yi \ r p O '•-'F n 2 DUST K. 1 IAA - = _ ROSEPINK O ° ? O S` ROSEPINK C DUSTIN ROSEPINK ,. . .00 L _ 20550 _ exa.lvaun T 20460 _�o zoF CA�tF 06-23-16 .ir E OF /ONAL � O 0t4 `+c 'p� /ONAL E+P`` o. 01955 -. _. r _ ,l rinprnIINIRo:O+"`' ORrN DAt' DURALUM IAPMO 0195 AIU PPPRDVAL ONAL f ��RED PROFESS N K.ROSE,A �5\ot\al EngiryePi- FF'SS ENS NC�'G �O�pFESS%pti9 \y �NGINE(;R i0�Tr- SEAL gJ�wofwasyitio�q%F �o�eh,�\1,12202OSF-o��. Quo �\C e0 ��9 Iz 81971PE 16508 -_ a53j- O f s r'�K.Ros� rONALS" �'YOMING N ROS�e ;j REVISIONS tu9K u1T M3viPnoY OF MI S _�'.� OF 11 4SlE.J06. �slmt ' yQ� DUSTINS OG i c''`Q'E.. E!' DATE Dszsls * AOSEPINK *. f*;• DRAWN BY AT DUSTIN ROSEPIN - CHECKED GM N �..... 3 0 ADDITIONAL STATE '01VAt �� � "N� LICENSURE STAMPS B 2 SH — 50 s ~N ` GENERAL NOTES AND SPECIFICATIONS: ADHESIVE 1}— EL1) THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON (NOTE 2d) FOAM CORE - 1 x W 00 RESIDENTIAL PATIOS AS REGULATED BY APPENDIX I OF THE 2013 CALIFORNIA BUILDING CODE U b _j F (CBC),APPENDIX H OF THE 2D13 CALIFORNIA RESIDENTIAL CODE OR ON MOBILE HOME AWNINGS (NOTE 2m) ¢ i Q N AS REGULATED BY TITLE 25 OF THE CALIFORNIAADMINISTRATIVE CODE EXTERIOR FACE IL Z m U (NOTE 2b) Z 2) MATERIALS: Q Z a) INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS m mm FOR 31051126,OR BETTER ALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN 1--- OQm IN THE APPROPRIATE ALLOWABLE SPAN TABLE,THE UNEXPOSED SIDE OF THE INTERIOR 4'-D• U a0 a Z METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE NOMINAL ADHESIVE INTERIOR FACE IQ ¢ J DEFINED IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL 0E POLYESTER AS �\ (NOTE 2d) (NOTE 2a) z ui d W SPECIFIED IN THE QUALITY CONTROL SYSTEMS MANUAL \\ ® LENGTH Z a O Z Z Q \\ (SEEALLOWABLE ¢ 0 v O z K d v b) EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS \ SPAN TABLE) ❑N U a Q LL o FOR 3105-1-126,OR BETrERALLOY AND TEMPER THICKNESS OF SKIN SHALL SEAS SHOWN G \ O 4 IN THE APPROPRIATE ALLOWABLE SPAN TABLE THE UNEXPOSED SIDE OF THE EXTERIOR \\ PANEL INTERIOR DETAIL ¢ o e METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE / \ \ _ I-' W o DEFINED IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS \\\ NTS rn p SPECIFIED IN THE QUALITY CONTROL SYSTEMS MANUAL \\ S Lu 'a THICKNESS B \\ A EXTERIOR SKIN Z ¢ o c) THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS (SEEALLOWABLE SlM \\\ _ O Z o SHOWN IN THE ALLOWABLE SPANTABLE SPAN TABLE) \ It � Q I) PREFORMED EXPANDED POLYSTYRENE BOARD(EPS),AS MANUFACTURED BY ONE FAN BEAM \\ °.;°+•1'e4°e pe V J OF SEVERAL RECOGNIZED MANUFACTURERS SPECIFIED IN THE QUALITY SYSTEMS (OPTIONAL ON 4'-C e MANUAL THE FOAM SHELL MEET THE REQUIREMENTS FOR CLASS A MATERIAL PER WIDE PANEL) I SECTION 803-1-1 OF THE 2013 CBC.THE FOAM PLASTIC IS CLASSIFIED AS TYPE I `\ FOAM IN ACCORDANCE WITH ASTM C578. TYPICAL HCD3 FBH INSIGNIA Q • P 3 0 a ¢ O d) THE COMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATED AS EITHER LOCATIONS. x x \/ INTERIOR SKIN r+ U MORAD M4650 SERIES,A 17ED UNDER ]CC ESES R-MANUFACTURED BY ROHM AND HAASTYPICAL ROD a c COMPANY.AND RECOGNIZEDUNDERICEES ASHLAN SISOGRIP CHEMICAL FBH INSIGNIA PROPRIETARY ADHESIVE MANUFACTURED BY ASHLAND SPECIALTY CHEMICAL COMPANY > � AND RECOGNIZED UNDER ICC ES ESR-1140.THE ADHESIVE IS A CLASS 2,TYPE II, LOCATIONS ma STRUCTURAL ADHESIVE,UNDER]CC ES AC05. TYPICAL ROOF PANEL PANEL EDGE i DETAIL B z Y 3) THE MANUFACTURER OF ANY COMPONENT CITED IN rrEM-2 ABOVE SHALL PROVIDE N*5 NTS 0 0 O o s CERTIFICATION WITH EACH SHIPMENT THAT ALL COMPONENTS PROVIDED WITHIN THE SHIPMENT r CONFORM TO TriE APPLICABLE SPECIFICATION(S)AND/OR DERNITION(S)OUTLINED ABOVE T i 4) THE MAXIMUM ALLOWABLE SPAN,FOR A GIVEN APPUED LOAD SHALL NOT EXCEED THE SPA N °�" EhIGlyEElt!l�IG/ INC.. I � g PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. EXTRAPOLATION NOF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT OkPPROVED FACTORY BUILT HOUSING 5) PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTS. CL a ANEL t�.0ea These plan,, specifications and installation 6) THE SUPPORT AND STRUCTURAL ATTACHMENT OF THE SUBJECT PANELS SHALL BE ALUM 6063-TS SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL PLANS � regmrPr;?cots, have been approved pursuant to APPROVED BY THE GOVERNING JURISDICTION.THE GOVERNING JURISDICTION SHALL CONFIRM m.E Wea Rh Brad safety Code, Division 13, Part m THAT SAID PLANS ARE INTENDED FOR USE WITH THE DESIRED PANEL LOADS ANIJ SPANS FOR ° 904,' 0.0934��---0.0934 8nd regulations adopted thereto. E� � a EACH SPECIFIC PROJECT. ^a �• [ 1 1 - 'a 9i e 1 ^, reval herein does not authorize or approve �m90 r 7) ALL PANEL EDGES SHALL BE SHIELDED IN ALUMINUM SECTIONS.ALL INTERFACES BETWEEN THE pp r omm _' ':°ie 5000 o.Deoo an Qnlissions or deviation from stare laws or Q a ALUMINUM SECTIONS AND PANEL SHALL BE CAULKED WITH APPROPRIATE SEALANT. .•e. . #;s°web•..a�• 0.060 y RIO0200 valid local Ordinances. 3) METAL PANEL FASTENERS SHALL BE STAINLESS STEEL OR ALUMINIZED,HOT-0IPGAL,VANIZED OR ELECTROGALVANIZED STEEL 8 0 - d;,,e1a t� „e° I 3.5UM R0.020D ibis plan is approved as a building I rnpP only m 9) ANIDENTIFlCATIONDECAL WITH DEPARTMENT OF HOUSING INSIGNIA AND MANUFACNREF2'S < !- and/or building systems, and 1s applicable y m E � IDENTIFICATION NUMBER SHALL BE LOCATED ATANY OF THE FOAM EDGES ON THE FOAM CORE p m OF EACH PANEL - t0 7hC. Design Conditions as shown on the tans. s k 10) FASTENERS SHALL BE#14 SELF-TAPPING EMS AND I-O.D.,SEAL WASHER WITH NEOPRENE Plan Approval Model— � ? g 5 � is INSERT.THE FASTENER LENGTH WILL BE 1"LONGER THAN THE PANEL WIDTH.ALLOY AND MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.062 INCHES RESPECTIVELY. � pproval Date , prylY•!� 11) STRUCTURES INCLUDED WITHIN THIS PACKAGE SHALL NOT BE ATTACHED TO'SINGLE COAT FAN KiAM DETAIL / C STUCCO SYSTEMS. TUTS Lti'4 ' w aa E 'aa g 72) SNOW LOADS PRESENTED WITHIN THESE PLANS ARE'EQUIVALENT UNIFORM SNOW LOADS. S 8 .. w i CONSIDERATION SHALL BE GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING,BUT NOT LIMTIFD = a 9� TO,DRIFTING AND SLIDING SNOW. 13) PLANS ARE CONSIDERED NULL AND VOID IF THEY DO NOT CONTAIN ORIGINAL SEAL AND 'CQCj$l i SIGNATURE(IN BLUE INK)BY THE ENGINEER OF RECORD(EOR)OR THE FACTORY BUILT HOUSING - O QR r, fr �O a F APPROVAL STAMP. � � N G 14) PLANS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E108 AND HAVE BEEN DETERMINED TO tirrr� r(Z� F MEETTHE CONDITIONS OFACCEPTANCE FOR A'CLASS B"RATING. w E 15) UNLESS OTHERWISE NOTED,THE SCOPE OF THIS DRAWING PACKAGE IS UMITED TO THE L^�l 17 _ STRUCTURAL ASPECTS OF THE SUBJECT PANELS.NONSTRUCTURAL REQUIREMENTS,INCLUDING •�'"i m YIP SAFETY PROVISIONS,OF THE GOVERNING CODE AND LOCAL JURISDICTION SHALL BE r ADDRESSED BY THE MANUFACTURER AND/OR CONTRACTOR ,r 1S(`; =�Q 2 rllCt Q 16) CONSIDERATION HAS BEEN GIVEN TOSETOTHEADDITIONOF ONE(1)CEILING FAN PER 4'WIDE 'AT,rUFGA1'1�� PANEL WITH A MAXIMUM FAN WEIGHT OF 50 POUNDS. THEREFORE,THE ALLOWABLE LOADS PROVIDED ABOVE ARE IN ADDITION TO THE WEIGHT OF THE CEILING FAN. WET SIGNED HAS \/ICITIA/MNTIrAe / lee(l w .+— re —n . i .-- rA . nnW4T SFAI. k a a (1) ;ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS DEFINED IN APPENDIX J Z � O p CHAPTER I OF THE 2012 OR 2009 INTERNATIONAL BUILDING CODES,APPENDIX CHAPTER H OF THE 5 Cj'j J� N AllowableSpan Table and Uplift Fasteners acin (2)(o)(s) 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES,APPENDIX CHAPTER I OF THE 2013 < U i QN g 3.00 Inch-0.024"-1.0 cf EPS-0.024" WITHOUT FAN BEAM INSERT CAurom A BUILDING CODE AND APPENDIX CHAPTER H OFTHE 2013 CALIFORNIA RESIDENTIAL LL z Loading Type Applied Pressure for Design Minimum Panel CODE. Z vi o 10 psf 15 Psf 20 psf 25 psf 30 p1F 35 psf 40 psf 45 p4 50 psf 55 psf Slope(Per Fpot THE APPLIED PRESSURE FOR DESIGN(COLUMN HEADINGS)SHOWN IN THE TABLE 15 AN N m of Pm ecdon 'EQUIVALENT-UNIFORM LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMBINATIONS ❑p N ,.� Live16'-0" 12'-1" 3/8"/foot PRESENTED IN THE CODE AND SITE SPECIFIC CONDITIONS SUCH AS DRIFTING AND SLIDING F ¢ m Wind(Upward) 1T-0" 14'-3" 12-6" 11'-3" 10'-4" 8'-SO" T-9" 6'-10" 6'-2" . T-7" n/a SNOW. AFTER DETERMINATION OF THE APPLIED PRESSURE,THE ALLOWABLE PANEL SPAN IS < o.UWo ,� Z DETERMINED FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LDAD 11_ 2� g Wind Downward lb'.-0". 13'-8" 12'-1" 11'-0" 9'-10" e'-6 T-S 6'-8" fi'-0" S-s" n/a - ¢ LU Snow COMBINATIONS WHICH INCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS I5 REPEATED FOR EACH Z O fd 0--Z 11'-4" SO'-2" 9'-3" 8'-6" 7'-5" LU 6'-8" 6'-0" T-5" 1/2"/foot OF THE FOUR(4)LOAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OF THE W n p Fastener Spacing p) LOAD TYPES SHALL BE THE'ALLOWABLESPAN"USED FOR THE PROPOSED APPLICATION. �, p N U 1 D_ d N for Uplift Wind Loads 1s" 11" 9" < LL o 8" T 6^ 6" 6" 5" S" p UNLESS OTHERWISE NOTED,THE MAXIMUM SAVE PROJECTION OF THE ROOF SYSTEM IS Z O 24-INCHES. a 0 (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE TWO PANEL V) p Z ~ o Allowable S an Table and Uplift Fastener S aClfl (2)(2)(s) SKINS OF SO DEGREES FAHRENHER. 3.50 Inch-0.024"-1.0 cf EPS-0.024" WITHOUT FAN BEAM INSERT (3) FASTENERS SHALL BE;`i4 EMS WITH 1.0"O.D.PLATE WASHER AND NEOPRENE INSERT. LENGTH Of Z Loading Applied Pressure for Design Minimum Panel OF FASTENER SHALL BE AT LEAST I INCH LONGER THAN ROOF PANEL THICKNESS. ALLOY AND LEI g Type 10 psf 15 f 20 Slope(Per Foot MINIMUM THICKNESS OF HEADER SHALL BE 6053-T6 AND 0.062 INCHES,RESPECTIVELY. =3 < Ps psf 25 psf 30 psF 35 psF q0 psf 45 psf 50 psf 55 psf df Projection(`) < Uve 1T$" IT 0" 1/4"/foot (4) MINIMUM PANEL SLOPES ARE BASED ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE O Wind U ar 1'B'-10" 15'-9" 13'-7" 12'-1" SO'-6" 9'-0" T-10" 6'-11" 6'-3" 5'-8" n a REgUIRED WHERE PANEL ACCESSORIES,SUCH AS MULLIONS OR FL45HTNG,CAN INCREASE Wind(Downward) „.IT-.W.. 1 14:-11" 13'-0" 11'-9"- imW 8'-7" T-A- W-B" 6'-0" 5'-6" 1 n/a PONDING CAUSED BY IRREGULARITIES IN THE WATER FLOW PATH. Snow 11'-8" 10'-6" 9'-7" 8'-7" 7'-6" 6-8" 6'-0" T-6° 3/8'/foot (5) WHEN PANELS WITHOUT AN INTERNAL FAN BEAM ARE 5UBJECTT0 MAINTENANCE LOADS(AS F o 3 3- Fastener Spadng/') DEFINED IN THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO W-0"FOR THE 2-INCH,18'-4"FOR < rc i for Uplift Wind Loads 14 10" 9" 7" 7„ THE 3-INCH AND 20'-0"FOR THE 3.S-INCH AND 4.25-INCH OR THAT INDICATED IN THE SPAN ur p 6" 6" 6" 5" 5" TABLE,WHICHEVER IS LESS- m WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS(AS DEFINED - IN THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 19'-7°FOR THE 3-INCH ORTHAT INDICATED m m IN THE SPAN TABLE,WHICHEVER 15 LESS. W Allowable Span Table and Uplift Fastener S acin (2)(23(s)a(6) 2 4.25 inch-0.024"-1.0 cf EPS-0.024" WITHOUT FAN BEAM INSERT (6) THICKER PANEL CONFIGURATIONS ARE ALLOWED,PROVIDED THEY ARE MANUFACTURED WITH THE w = U a SAME COMPONENTS,AND THE ABOVE SPAN LIMITATIONS ARE FOLLOWED. EXTRAPOLATION TO ❑ a O m O � Loading Type Applied pressure for Design Minimum Panel LONGER SPANS 15 PROHIB,i�cr. Slope(Per Fpo[ 5 _ 10 psf 15 psf 20 psF 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf t 55 psf of Pro'ection(4) (7) THE FASTENERS HAVE A R THE SPECIFIED Q T Live 19'-4" 14'-0" 4"/foot CAPACITY OF 110USING A FACTO OF SPECIFIED .C.K]. ENGIN[ERINPd INC 1€sa a, FASTENER USING A FACTOR A SAFETY OF Wind U ar 20'-0° 16'-11" 14'-7" 13'-0" Yl'-10" 'SO'-li" 10'-3" 9'-7" - 8'-11" 8'-1" n/a 3A. CAPACITY OF FASTENER AND Wind(Downward) - 1$' " 16-0, 14'-0" 12'-7" 11'-6" 10'$" SO'-0" 9'-5" 8'-8" T-SO" n/a CONNECTION OF THE FASTENER TO THE Snow 6" 11'-3" 10'-3" 9'-6" 1 8'-11" 8'-5" '-0" T-8" 3 8" foot SUPPORTING STRUCTURE IS OUTSIDE THE APPROVED FACTORY BUILT HODS➢Ada $ m 8 SCOPE OF THIS ENGINEERING. =' Fastener Spadng p) 11 8" T' 6' S' I n '- � for Uplift Wind Loads 4" 4" 4' 3" 3" These plans, sp ecifications eailwtions and Installation require^ents, have been approved pursuant to ��83 _ Health and Safety Code, Division 13, Part and regaiations adopted thereto. =e 3 *Allov7ble Span Table and Uplift Fastener S acin (1)(23(s) { x ch-0.024"-1.0 cf EPS-0.024" WITH FAN BEAM INSERT Approval herein does not authorize Or approveApplied Pressure for Desi n PHnimum PanelLoading Type a0%omissiurs or deviation irem state laws CT10 0 psf 25 psf 30 psf 35 Slope(Per foot valid local ordinances.psf 40 psf 45 psf 50 psf 155 psf ofProledlon)(4) Uve 1T '-4" 3 8" foot This plain is approved as a building Component Wind U ar 18'- '-9" 12'-S 11'-5"' 10`7" 9'-9" W-e" 7'-10" ! T-1' n a an .Cr building systems, and is applicable Only3Wind(Downward) 1T- '-4" 12'-2" 11'-2" 10'-5" 9'-6" 8'-5° 7'-7" 6'-11" n/a (t3 Lh2 DeSigp GOnditiOhS as shOWn Orl the plans. y s Snow '-6° 11'-3" Sfl'-3" 9'-6" e'-11" 8'-S 7'-7" 6'-11" ll2" FmtFastener Spadng p) 127^ 6�� q� ppT for Uplift Wlnd Loads _ S' 4" 4" 4" 4" Plank 0yd1 Ii0- �- vp"�Mode Droval Date MAR 2 3 Z016 E�xpp[aiies �p, t8Hf4� � paa ma -. Allowable B an Table(c)I2x3nsusRa Q = `a a � o E e 2.0 inch-0.024^-1.OPcf EPS-0.024" 8I Z; n o Max1m6m Applied Minimum Panel - e Loading Type Pressure for Max Span Slope(P&Foot of y 3 . -Design Proiectlon)(4) „r �Q QR�F�SS• A, oe Live 20 psf 4'-0" 3/8°/foot, lCalY 1 �l Wind ; nd(Upward) ss psf 4'-0" n/a N � �rj Wind Downward 55 PSF 4'-0" n/a 5 6) s >1 Snow 55 psf 4'-0" 1/2"/foot - o r�? 07 .It rl• r THE 2-INCH PANEL IS ONLY AVAILABLE WITHOUT A FAN BEAM INSERT. 1'-11 D 7 E o / urtuta �$ CALIE()� al g - VISIT WWW.TJCAA.COM/LINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN#IS:807008 CA-LRP-2410 WET SIGNED DOCUMENT HAS RFp Nrnv1a A EMBnssm CORPORATE REAL ` GENERAL NOTES AND SPECIFICATIONS: ADHESIVE 1) THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON (NOTE 2d) FOAM CORE J Z N RESIDENTIAL PATIOS AS REGULATED BY APPENDIX I OF THE 2013 CALIFORNIA BUILDING CODE _ (NOTE 2c) L) I N (CBC),APPENDIX H OF THE 2013 CALIFORNIA RESIDENTIAL CODE OR ON MOBILE HOME AWNINGS EXTERIOR FACE 1¢i Z m Cl AS REGULATED BY TITLE 25 OF THE CALIFORNIAADMINISTRATNE CODE U (NOTE 2b) _ y Z- 2) MATERIALS: LL, a) INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS Oo FOR 3105-H25q OR BETTER ALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN e IN THE APPROPRIATE ALLOWABLE SPAN TABLE. THE UNEXPOSED SIDE OF THE INTERIOR \ U to Q Z 4-0° ADHESIVE `— INTERIOR FACE C a¢ U METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED NOMINAL tt �� ea J IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN \\ (NOTE 2d) (NOTE 2a) Z lii d W THE QUALITY CONTROL SYSTEMS MANUAL \\�. ® LENGTH Z Q, N X 0 O Z ® \ (SEE ALLOWABLE < O i K d b) EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS 0 \ SPAN TABLE) D w U a ¢O LL o FOR 3105-H254,OR BETTER ALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN p o IN THE APPROPRIATE ALLOWABLE SPAN TABLE THE UNEXPOSED SIDE OF THE EXTERIOR \\\ PANEL INTERIOR DETAIL / H 1 Z o Z n METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED _ \\\ - F a IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN \\ NTS U3 Cl N THE QUALITY CONTROL SYSTEMS MANUAL \\ A ¢ W N THICKNESS _ B \\ A EXTERIOR SKIN � ¢ o c) THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS (SEEALLOWABLE \�\ _ Q. Z SHOWN IN THE ALLOWABLE SPAN TABLE SPAN TABLE) SUM \ \ LL •\\ .°° °••°• q PREFORMED EXPANDED POLYSTYRENE BOARD(EPS),AS MANUFACTURED BY ONE OF FAN BEAM ° Q SEVERAL RECOGNIZED MANUFACTURERS SPECIFIED IN THE QUALITY SYSTEMS (OPTIONAL ON 4'-0° d MANUAL THE FOAM SHALL MEET THE REQUIREMENTS FOR CLASS A MATERIAL PER WIDE PANEL) J pe SECTION 803.1.1 OF THE'2013 CBC.THE FOAM PLASTIC IS CLASSIFIED AS TYPE IX `\ FOAM IN ACCORDANCE WITH ASTM C578. TYPICAL HCD •°.� ••• Q FBH INSIGNIA Q ¢ p n d THE COMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATED AS EITHER LOCATIONS - I INTERIOR SKIN y MORAD M-650 SERIES,A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM AND WAS \I� TYPICAL HCD ¢ G COMPANY,AND RECOGNIZED UNDER ICC ES ESR-1023.OR ISOGRIP SP5050D,A E s PROPRIETARYADHESNE MANUFACTURED BY ASHLAND SPECIALTY CHEMICAL COMPANY FBH INSIGNIA mQ j: m AND RECOGNIZED UNDER ES CC ES / LOCATIONS 40.THE ADHESIVE IS A CLASS 2,TYPE II, � Iu m O § STRUCTURAL ADHESIVE,UNDER ICC ES ACOS. TYPICAL ROOF PANEL PANEL EDGE DETAIL ars NTS - m w ¢ 3) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL PROVIDE CERTIFICATION o m u w o WITH EACH SHIPMENT THAT ALL COMPONENTS PROVIDED WITHIN THE SHIPMENT CONFORM TO d = THE APPLICABLE SPECIFICATIONS)AND/OR DEFINITIONS)OUTLINED ABOVE yti .4) THE MAXIMUM ALLOWABLE SPAN,FORA GIVEN APPLIED LOAD SHALL NOT EXCEED THE SPAN € c PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. C.M.I. ENGINEERING, INC. IaB EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT PERMITTED. APPROVED FACTORY BUILT HOUSING � 5) PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTS. ANEL I, i 6) THE SUPPORTAND STRUCTURAL ATTACHMENT OF THE SUBJECT PANELS SHALL BE ALUM 6D63-TS � These plans, specifications and installation �m$ SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL PLANS requirements, have been approved pursuant to o o Q APPROVED BY THE GOVERNING JURISDICTION-THE GOVERNING JURISDICTION SHALL CONFIRM . g t. "t Health and Safety Code, Division 13, Part ai THAT SAID PLANS ARE INTENDED FOR USE WITH THE DESIRED PANEL LOADS AND SPANS FOR •tp{S; D.09341�—D.oe3a and regulations adopted thereto. EACH SPECIFIC PROJECT, :d T 4\ b 5 0 7) ALL PANEL EDGES SHALL BE SHIELDED IN ALUMINUM SECTIONS. ALL INTERFACES BETWEEN THE ° °` .I Approval herein does not authorize or approve o mD a ^ °t•??..¢¢, ' ° °P :°.° 1.5000 0.0800 ALUMINUM SECTIONS AND PANEL SHALL BE CAULKED WITH APPROPRIATE SEALANT. .••;:•.a;5a,:'j{?+'.°;:d�: o.OB any omissions or deviation from state (aWs or 8) METAL PANEL FASTENERS'SHALL BE STAINLESS STEEL ALUMINIZED, GALVANIZED OR °b^ •b9:°'P 8•.^:°`° R0.0201T valid local ordinance% '+ ELECTROGALVANIZED STEEL ••,°` e°r° I R0.0200 z de S:.•°.°• ° o 9) AN IDENTIFICATION DECAL WITH DEPARTMENT OF HOUSING INSIGNIA AND MANUFACTURER'S © 1 3.50DD This plan is approved as a building component n k g x $ IDENTIFICATION NUMBER SHALL BE LOCATED AT ANY OF THE FOAM EDGES ON THE FOAM CORE OF and/or building systems, and is applicable only EACH PANEL. CO the Design Conditions a5 SISshownOn(}the plans. L 10) FASTENERS SHALL BE.14 SELF-TAPPING SMS,AND 1°O.D.,SEAL WASHER WITH NEOPRENE - Plan Approval No.�2MOdel RP5 INSERT.THE FASTENER LENGTH WILL BE V LONGER THAN THE PANEL WIDTH.ALLOY AND MINIMUM c $ g _ S THICKNESS OF HEADER SHALL BE 6053-T6 AND 0.062 INCHES RESPECTIVELY. I MAR 2 3 20�U FAN BEAM DETAIL C E1hgl'rp�R_jftj¢provat Date m 11) STRUCTURES INCLUDED WITHIN THIS PACKAGE SHALL NOT BE ATTACHED TO"SINGLE COAT _ IREl�1$�S G5v �s ~ ~ ~ ~ 15 STUCCO SYSTEMS.' NTS = e 12) SNOW LOADS PRESENTED WITHIN THESE PLANS ARE'EQUIVALENPUNIFORM SNOW LOADS. CONSIDERATION SHALL BE GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING,BUT NOT LIMITED TO, DRIFTING AND SLIDING SNOW. g` 13) PLANS ARE CONSIDERED NULL AND VOID IF THEY DO NOT CONTAIN ORIGINAL SEAL AND1 SIG14ATURE(IN BLUE INK)BY THE ENGINEER OF RECORD(EOR)OR THE FACTORY BUILT HOUSING O (iQ{HaSc�A' g APPROVAL STAMP. CV I �Q`4�`yGE•I.GAP s 14) PLANS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El08 AND HAVE BEEN DETERMINED TO MEET THE CONDITIONS OF ACCEPTANCE FOR A'CLASS B°RATING. C7 S_ 10 $ W 15) UNLESS OTHERWISE NOTED THE SCOPE OF THIS DRAWING PACKAGE IS LIMITED TO THE - u A STRUCTURAL ASPECTS OF THE SUBJECT PANELS.NONSTRUCTURAL REQUIREMENTS.INCLUDING K " EXP. 2017 _ FIRE SAFETY PROVISIONS,OF THE GOVERNING CODE AND LOCAL JURISDICTION SHALL BE - ADDRESSED BY THE MANUFACTURERAND/OR CONTRACTOR m 16) CONSIDERATION HAS BEEN GIVEN TO BE TO THE ADDITION OF ONE CEILING FAN PER 4'WIDE I,Q f�(tCtUt p�yC��P f PANEL WITHA MAXIMUM FAN WEIGHTOF 50 POUNDS. THEREFORE,THEALLOWABLE LOADS - OF CFolSF o PROVIDED ABOVE ARE IN ADDITION TO THE WEIGHT OF THE CEILING FAN. WET SIGNED DOCUMENT HAS ` 1/ICIT IAMAAI T VGA A (` fiA It IAIVC LJTI,AI T! l` K1 CI 0AA I ATCCT 0M 110I nki nC 0I AAIC UAC QC1=NI CI I hil ITrrZn PI ANI dd IC• Rn70nR CA-I RP-3990 - SEENOTE I3 EMBOSSED CORPORATE SEAL y NOTES: j. CS 0- Allowable 5 an Table and Uplift Fastener S acin (1)(2)(s) (1) -ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS DEFINED IN APPENDIX J z 1 Q a 3.0 inch-0.032"-20 cf EPS-0.032" Ashland or Rohm and Haas Adhesive-WITHOUT FAN BEAM INSERT CHAPTER I OF THE 2012 OR 2009.INTERNATIONAL BUILDING CODES,APPENDIX CHAPTER H OFTHE (D w J N Applied Pressure for Design 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES,APPENDIX CHAPTER I OF THE 7013 CAUFORhIA Q LoadingT Minimum Panel d Q C'7 Type BUILDING CODE AND APPENDIX CHAPTER H OF THE 2013 CALIFORNIA RESIDENTIAL CODE. LL Z Slope(Per Foot (g � 10 psf 15 psf 20 psf 25 psF 30 p} 35 psf 40 psf 45 psi 50 psf 55 pSf of Pro ection w -THE APPLIED PRESSURE FOR DESIGN(COLUMN HEADINGS)SHOWN IN THE TABLE IS AN Z Em-W n Uve 18'-0° 13'-4" 3 8" foot "EQUIVALENT-UNIFORM LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMBINATIONS Wind(Upward) 19'-9.. 16'-4" 14'-1" 12'-7" 11'-4" 9'-8" B'-6" T-6" 6-9" 6'-1" p/a PRESENTED IN THE CODE AND SITE SPECIFIC CONDITIONS SUCH AS DRIFTING AND SLIDING SNOW. 00 . n Wind(DawOward) 18'-0" d5'-3" 13'-4" 12'-0 10'-7" 9'-1" 8'-0" T-2" 6'-5" 5'-30" Da AFTER DETERMINATION OF THEAPPLIED PRESSURE,THE ALLOWABLE PANEL SPAN 15 DETERMINED Q a 0 Snow 12'-8" 11'-5" 10'-4" 9'-1" 8'-0" T-2" 6'-S" 5'-10" / FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LOAD COMBINATIONS J Z¢ 1 Z' /foot WHICH INCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS IS REPEATED FOR EACH OF THE FOUR(4) U. _ d �- J J Fastener Spacing(3l LOAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OF THE 4 LOAD TYPES SHALL z _`¢g Z �d a- W Far Uplift Wind Loads 11" 8" 7" S' 5" BE THE"ALLOWABLE SPAN'USED FOR THE PROPOSED APPLICATION. z K n of = K 4„ 4„ 3„ 3„ 3„ Q 0 m O C4 d UNLESS OTHERWISE NOTED,THE MAXIMUM EAVE PROJECTION OF THE ROOF SYSTEM IS 24-INCHES. `� O a Z U_ o O (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE TWO PANEL F K o Allowable Span Table and Uplift Fastener Spacing(2)(2)(s)a(6) SKINS OF 30 DEGREES FAHRENHEIT. rn O ei 4.25 inch-0.032"-2.0 cf EPS-0.032" Ashland or Rohm and haas Adhesive-WITHOUT FAN BEAM INSERT ¢ F(3) FASTENERS SHALL BE 414 SMS WITH 1.0-O.D.PLATE WASHER AND NEOPRENE INSERT. LENGTH OF Applied Pressure for Design 1 Minimum Panel FASTENER SHALL BE AT LEAST I INCH LONGER THAN ROOF PANEL THICKNESS. ALLOY AND MINIMUM Z ¢ o F ading Type 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 45 sf 50 5f $5 s{ Slope(Per Foot THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.0621NCHE5,RESPECRVELY. THE FASTENERS HAVE Z c psf P P P (41 A PULL-THROUGH CAPACITY OF 110 LBS FOR THE SPECIFIED FASTENER USING A FACTOR OF SAFETY Its �- of Pm'ecttan OF3.D. CAPACITY OF FASTENER AND CONNECTION OF THE FASTENERTO THE SUPPORTING J 2 3/8"/foot < —I Uve 22'-W 18'-3" STRUCTURE IB OUTSIDE THE SCOPE OF THIS ENGINEERING. U Wind and 23'-0" 21'-5" 19'-2" 1T-6" 16'-4" 15'-4" 14'-6" 13'-10" 13'-3" 12'-9" n a Wind [Downward 22'-11" 20'-1" 18'-3" 16'-10" 15'-9" 14'-11" 14'-2" 1'3'-6" 13'-0' 12'-6" n/a (4) MINIMUM PANEL SLOPES ARE BASED ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE Snow REQUIRED WHERE PANEL ACCESSORIES,SUCH AS MULLIONS OR FLASHING,CAN INCREASE 17'-7" 16'-3" 15'-3" 14'-5" 13'-7" 12'-10" 12'-2" 11'-8" 1 2" foot PONDING CAUSED BY IRREGULARITIES IN THE WATER FLOW PATH. 0 3 3 3 Fastener Spadng)a) JO" 7" 5" 5" 4" 3" 3" 3" 3" 2" (5) WHEN PANELS WITHOUT AN INTERNAL FAN BEAM ARE SUBJECT-TO MAINTENANCE LOADS(AS © < rc o for Uplift Wind Loads x DEFINED IN THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 22'-4'F00.THE 3-INCH AND 23'-0" m � FOR THE 4.25-INCH AND 6-INCH,OR THAT INDICATED IN THE SPAN TABLE,WHICHEVER IS LESS. WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS(AS DEFINED INS s THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 23'-0'FOR THE 3-INCH AND 4.25-INCH OR THAT Allowable S an.Table and Uplift Fastener 5' acin (1)(2)(3) INDICATED IN THESPANTABLE,WHICHEVERIS LESS. m o 3,0 inch-0.032"-2.0 f EPS-0.032" Ashland or Rohm and Haas Adhesive-WITH FAN BEAM INSERT m ; a F d Loading Type Applied Pressure for Desi n Minimum Panel (6) THICKER PANEL CONFIGURATIONS ARE ALLOWED,PROVIDED THEY ARE MANUFACTURED WITH THE o 51 oer Foot SAME COMPONENTS,AND THE ABOVE SPAN LIMITATIONS ARE FOLLOWED. EXTRAPOLATION TO 10 psf 15 psf 20 25 psf 30 sf 35 ape(' LONGER SPANS IS PROHIBITED. psf P P psf 40 psf 45 psf SU psf 55 psf of Pro ecilon (") 1&0 3Uve 19'-10' 15'-B" 3 8" foot ind U a 21'-2" 18'•0" 16'-D" 14'-8" 13'-8" 12'-9" 12'-1° 11'-6" 11'-0" 10'-7" n a5"� Wiind(Downward) 19'-SO" 17'-4". IT-S" 14, 13'-6" 12'•e° 12'-0° 11'-5" SO'-11' 10'--6" n/a G.MI.J. ENGINEERING, (NC. �° l Snow 14'-11" 13'-9" 12`-11" 12'-2" 11'-0" 10'-6" 10'-2" 1 2' foot a FastenerSpacing ' m I r () 9- 7^ s" ,�PPRO'✓ED FA�TCda�i 3SJiLT FiOl1S:NG d for UpIIR Wind Loads 4" 4" 3" 3" 3" 2" 2" ` Tiese plans, specifications and installation o � riequirements, have been approved pursuant to) PP P awzm s Allowahle S an Table and U IiT't Fastener S acin (2)(2)(s) Wealth and Safety Code, Division 13, Part ;.4.25 inch-0.032"-2.0 d EPS-0.O32" Ashland or Rohm and Haas Adhesive-W17H FAN BEAM INSERT; And regulations adopted thereto. <m o a Applied Pressure for Desi n Minimum Panel c mA a H Loading Type 10 psf 15 psf 20 psf 25 psf 30 psF 35 psf 4D psf 45 psf 50 psf' 55 Slope(Per Foot - 3 of Pm edlon (`) Aporoval herei6 does not authorize or approve $ 5ny omissions or cr(Yv l9Fr From state laws or uve 23'-0" 19'-3" 3 8"I foot ��alid local or�3Priances:- 'Wind U" and 23`-0° 22'-5" 20'0" 18'-4" 17'-0" 15'-11, 15'-1" 14'-4" 13'-9' 13'-21 n a Wind(Downward) 23'-0' 1 21'-3" 1, 19'-3" 17-9" 16'-7" 151-5' 14'-6"' 13'-8" IT-O" 12'-51,, n/a fhi5 plan is aJajrvoyed as a building component snow p1 1T-11" ib'-z" 14'-10" 13'-9° 12'-11" 12'-3" 11'-7" 11'-1i 1 z°)foot nd/or buildid6 s'/Stenf% and is applicable only Fastener Spadng 8" 5" 4" 4" z 3" 3" 2" ". T' " o the DesiJ ii hhditiefis as shown on the plans, " 1 for Uplift Wind Loads 2 n m W a flan Ap{irdi%itl� ALP-. .. 4Node1 RQ3ZZD � _ °s � � (I)( 42 2)(3)(s) - I © - ApprvVal gate � M& Allowable Span Table e 3 6-inch,0.D32"/2.00 pcf EPS/0.032" I $ e ' ✓ Applied Pressure for Design I Mininum Panel Loading Type Slope(Per Foot 10 psf 15 psf 20 psf 25psf 30 psf 35 psf 40 psf 45 psf SO psf 55 TlLsf of Projection)(°) cD "---1y Live 23 0" 3/B"per foot �aOFFSSIG4j7 g Wind' Upward 23 0 23 0 ?3' O zz'-9 21 1' 19 10" 18-7' 17 6" 16 7 15'-10" n a Wind Downward) 23-0" 20'-4" 19'-1" nla LO 9 Snow . _. THE 6-INCH PANEL IS ONLY AVAILABLE WITHOUT FAN BEAM INSERT. i ac M s o T uCtu<a���`P E()F CALO_ , VISIT WWW.TJCAA.COM/LINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN#IS:807008 CA-LRP-3220 WET SIGNED DOCUMENT HAS '' 3EENOTEI3 A. EMBOSSED CORPORATE SEAL __