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PMT14-01051 City of Menifee Permit No.: PMT14-01061 ,�. 29714 HAUN RD. Type: Residential Addition ''9 CCtn.'�.J�. MENIFEE, CA 92586 e°"""'tt1=f$81"g° MENIFEE Date Issued: 0510 8/2 01 4 PERMIT Slte Address: 25357 CLEAR CANYON CIR, MENIFEE, Parcel Number: 339-372-039 CA 92584 Construction Cost: $3,600.00 Existing Use: 1 &2 Family Residence Proposed use: Description of SOLID ALUMINUM PATIO COVER WITH 1 FAN Work: Owner Contractor JOHN PURCHASE D R SISNEROS INC 25357 CLEAR CANYON CIRCLE 30709 DESERT EAGLE WAY MENIFEE, CA 92584 MENIFEE, CA 92584 Applicant Phone: 9512468911 D R SISNEROS INC DBA PATIO PROS License Number: 949498 30709 DESERT EAGLE WAY MENIFEE, CA 92584 Fee Description 0yt Amount Recep act tact le Swikc�l O tfet&Flxtt iek � ' t. :.,,..'. +, naa1a16-...00 Building Permit Issuance 1 27.00 iDeCk% at0 on sfa tlardR a r� 3 y=, ;fifa am6.m 1e"W $uH"mru$rz.5iwnw^Y" n`9�y�b.'tf� .+`�tii4Fd$�> 6.�`Wffi �+n t' n,eb .0' GREEN FEE 1 1.00 $278.00 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 thereunderwhen in violation of the Building Code or of any other ordinance of City of Menifee. Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA Bldg Permit_Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner of the property an exclusively contracting with licensed Chapter 9(commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions Professions Code and my license is in full force and effect. Code:The Contractor's License Law does not apply to an owner of a property License Class C 61 t9a-3 License No. '�Vz/ who builds or improves thereon, and who contracts for the projects with a Expires_K_,36 ✓°/ Signatures -"" licensed contractor(s)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLARATION ❑ I am exempt from licensure under the Contractors'State License Law for the ❑ I hereby affirm under penalty of perjury one of the following declarations: following reason: I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that, except for my personal residence in compensation, issued by the Director of Industrial Relations as provided for by which I must have resided for at least one year prior to completion of Section 3700 of the Labor Code, for the performance of work for which this improvements covered by this permit, I cannot legally sell a structure that I have permit is issued. built as an owner-building If it has not been constructed in Its entirety by licensed Policy# contractors. I understand that a copy of the applicable law, Section 7044 of the ❑ I have and will maintain workers' compensation insurance, as required by Business and Professions Code,is available upon request when this application is section 3700 of the Labor Code, for the performance of the work for which this submitted or at the foil w eb site:htto'//www leginfo ca aov/calaw html. permit Is issued.My workers'compensation insurance carrier and policy number are: ____-__._._-- -S-L�/-/ Pr wneror Authorized Agent Date Carrier Expires Policy# �8y my Signature below, I certify to each of the following: I am the property Name of Agent Phone# owner or authorized to act on the property owner's behalf. I have read this (This section need not be completed if the permit is for application and the information I have provided is correct. I agree to comply one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to enter the above- . ' I certify that in the performance of the work for which this permit is issued, I identified property for the inspection purposes. shall not employ any persons in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become -"'r'� -- subject to the workers'compensation provisions of Section 3700 of the Labor operty Owner or Authorized Agent Date Code, I shall forthwith comply with those provisions. _ / ,�---- City Business License# Date; -� "�f�� Applicant� -�^"" WARNING: FAILURE TO SECURE WORKERS' HAZARDOUS MATERIAL DECLARATION COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING ($100,000), IN ADDITION TO THE COST OF COMPENSATION, ❑YES OCCUPANT HANDLEA HAZARDOUS MATERIAL ORA DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES YNO EQUAL TO OR GREATER THAN THE AMOUNTS CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS INFORMATION GUIDE? I hereby affirm that under the penalty of perjury there is a construction lending agency for the performance of the work which this permit is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE 3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE Lender's Name []YES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION FROM THE SOUTH COAST AIR QUALITY MANAGEMENT Lender's Address 'qUNO DISTRICT(SCAQMD)SEE PERMITTING CHECKLIST FOR GUIDE LINES OWNER BUILDER DECLARATIONS I hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME: License Law for the reasons)indicated below by the checkmark(s)I have placed AYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY next to the applicable items) (Section 7031.5. Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A Any city or county that requires a permit to construct, alter, improve, demolish, %NO SCHOOL? 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 I HAVE READ THE HAZARDOUS MATERIAL provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000)of Division 3 of the Business and Professions Code)or that he or AYES INFORMATION GUIDE AND THE SCAQMD PERMITTING she is exempt from licensure and the basis for the alleged exemption. Any CHECKLIST. I UNDERSTAND MY REQUIREMENTS violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY a civil penalty of not more than($500).) CODE, SECTION S MATERIAL R P533 AND 25534 CONCERNING ❑ 1, as owner of the property, or my employees with wages as their sole compensation,will do( )all of or ( )porting of the work, and the structure is PROPERTOWNER OR A TH-RIZED AGENT 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 --"* who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If,however, the building or improvement is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). CITY OF MENIEEE PLCK No. Permit No: 29714 Haun Road City of Menifee ki-A-ioQ51 Menifee, CA 925&Iding & Safety Dept. Date: Date: 5 1 Phone: (951)672-6777 MAY 0 8 2014 Amount: Amou � Cl� Fax:(951)679-3843 Ck#: Ck#: ived Building Combination Pormit To Be Completed By Applicant Legal Description: Planning Case: F: L: Rt: R: Property Address: Assessor's Parcel Number. aS 5 Clem- Coat on Cr. a- � ProjectfTenant Name: .. O� LPG/AS Unit#: Floor#: Name:J r,/� G�� �7� Phone Na. Fax No. 7 / 9.er 9sa Property Address: Unit Number Zip Co Owner `�..5,3,.$7 Clee - �64�r On Gr�' p 1.5,E Email Address: Name: Phone No. Fax No. Applicant Address: Unit Number Zip Code Email Address: OL�� �r0®�S gkeo. �mMJJt Name: Pho No. Fax No x'%j i11 Q ,4 )Pr-Hoyg-o 5/ ,2 fed'&ill 9s/- 7�3.7oa Contractor Address: City Stan Zip Code 3G 7.Z/ �?'SerT f i. de i 6ry'Fr L L ,t Contractor's City Business Icense o. Contrap[or's City State of California License No. Classification: '9 Number of Squares: Square Footage Description Of Work: �4 A / Cost of Work:$ Applicant's Signature Date: To Be Completed ByCity Staff Only 7 Indicate As R-Received or N/A-Not Applicable 5 Completes sets of fully dimensioned,drawn to sale plans which include: 1 set of documents which include ❑ Title Sheet ❑ Elevations ❑ Electrical Plan ❑ Gee Tech/Solis Report(on cd only) ❑ Plot]Site Plan ❑ Roof Plan ❑ Mechanical Plan ❑ Title 24 Energy(on S Y x 11) ❑ Structural Calculations ❑ Foundation Plan ❑ Cross Section ❑ Plumbing Plan ❑ Single Line diagram for elec.services over 400 AMP ❑ Floor Plan ❑ Structural Framing Plan&Details ❑ Shoring Plan ❑ Sound Report-Residential Class Code: Indicate Ll New Construction Alteration' Addition' Means/Methods Work Type: Repair* Retrofit` Revision to Existing Permit' Required? YES NO Proposed Building Use(s): Existing Building Use(s): #Buildings: #Units: #Stories: Will the Building Have a Basement? Y of N Bldg.Code Occupancy Group Indicate Indicate if YES or NOFlndicaapteall Geo-tech.Haz.Zone At Project Sprc teretl y_Completion: Construction I Coastal Zone Type(s): C Of O YES or N Noise Zone Required? Listed on Historic Resources Inventory CITY PLANNING STAFF ONLY APPROVALS: Costal Commiss Arch.Review Board Landmark Comm. Planning Comm.Zoning Administrator Fee Exempt: City Project Elec.Vehicle Charger Landmark Seismic Retrofit Special Case:Bldg. OfiicialA roval Expedite Project(s): Child Care City Project Green Building Landmark Affordable Housing For Staff Use Only Building/Safety Permit Specialist City Planning Civil Engineering EPWM-Admin Transportation Mgmt. Rent Control THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY PERMIT NO. 5I SITE PLAN NAME C)hh Al"C'4A5e —PHONE ( �S/) SITE ADDRESS 2 S 3_5 7 Cleeilaoyo�? e,, , ASSESSORS PARCEL NUMBER Provide North Arrow REAR PROPERTY LINE LEDGER I PiACK !�JSP.ECTIUN REQUIRED BUILDING AND SAFETY DEPARTMENT EL P!AIN APPROVAL City of Menifee O Building & Safety Dept. ' MAY 0 8 2014 Uj REVIEWED BY U s DATE Received �, I *Approval of these plans shall not be construed to be a permit for,or an Lis D approval of,any violation of any provisions of the federal,state or city D E regulations and ordinances, This set of approved plans must be kept on the E jobsite until completion. P / R f R 3 31 ���� / z� .Zf O o P 1 E R P X X X K E T R Y di 1?<ur�Murn T P4+1`0 Cover Y L I L N I N E E ®_ Cer7r� Fin CL �Xr Str�J C O U W U FRONT PROPERTY LINE LL O d-1ggr n,i Pn1of9 TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering 5331 Galloway Street, Alta Loma, CA 91701 City of Menifee (951) 741-2107 Building & Safety Dept. MAY 0 8 2014 January 6, 2014 Building Official Received Local Authority Having Jurisdiction RE: Duralum Products, Inc. Patio Cover System Design Parameters This letter affirms that the Duralum Products, Inc. patio cover system shown in the attached plans. dated 11/15/13, containing my professional engineers stamp and signature, comply with the roof live, snow, wind and seismic loading requirements cited in the 2012 International Building Code, 2012 International Residential Code, 2013 California Building Code, 2013 California Residential Code, ASCE/SEI 7-10 (Minimum Design Loads for Buildings and Other Structures) and the 2010 Aluminum Design Manual, ADM-1. Please contact me at (951) 741-2107 or at ticampbell@charter.net should you require O additional information. 1 Sincerely, �GINEER Tom Cam 11, PE ZT•'' _ THOMA81. . * r No.C3791e CAMPBELL EXP.=311 IV �i`°SNN9� GE �G'i g�. ... ... FOFw°''• •l;�iy a 14M A as No.sanns•22o2 t THOMAS IRAY �a y"t OF \0�0�v CAMPBELL �1qS 1. CA�Q sT•• OF�r� PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS INC. GENERAL NOTES: DESIGN REQUIREMENTS: i 1. THE DESIGNG N FA RESIDENTIAL APPLICATIONS-CBC ANDIBCCHAPTERI6,CBC& IBC APPENDO(CHAPTERI. City Of Menifee z 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE ROOF LIVE AND SNOW LOADS:10,20.25,30,40&50 sr.(SNOW LOADS AT GROUND LEVEL 25,30,40&50 ding & Safety Dept. 2012 INTERNATIONAL BUILDING CODE,2013 CALIFORNIA BUILDING CODE,ASCE/SEI 7-10-MINIMUM DESIGN P Pam) 9 Z w 'ry �•Y LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL-ADM 1-1 D.COLUMNS COMMERCIAL APPLICATIONS-CBC AND IBC CHAPTER 16. \�N A �� ROOF LIVE AND SNOW LOADS:20,25,30,40&50 pat(SNOW LOADS AT GROUND LEVEL 25,30.40&50 psO U o qO14 w J O� r+l BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2O121RC AND 2013 CRC SECTION AH7052. MAY O [DRAWING NOTES: ADDITIONAL DESIGN REQUIREMENTS: 0 ¢ � 0J ,p Z� 2. ALL ITEMS PERTAINING TO EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN,COLUMN SIZE, m ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 1. TABULATED SPANS FOR SNOW LOADS ADJUSTED FOR ROOF APPLICATIONS. ®I a `,®®,� „p Q z 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE 2. BASIC WIND SPEEDS:110,120,130 MPH,EXPOSURES B AND C. GG 3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR II,1.0. G d J 5 m o F- MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. SEISMIC BABE SHEAR:17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER �^� w o 0 *, 4. THE DRAWINGS AND SPECIFICATIONS SHOWNOF CONSTRUCTION. THE FINISHED STRUCTURE,UNLESS OTHERWISE 5. SEISMIC DESIGN PARAMETERS: 1 t.:,l j��Ly K�� !t a NOTED,AND DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE IMPORTANCE FACTOR:1.0 ` J+,A A A I e Lr•� a o 0 AND DIRECT THE SEQUENORK CES SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, SITE CLASS:D I p,y�p1 r�-T•I n' ��I�� (��f�++FLt 9 P�( U �= TECHNIQUES,SEQUENCES AND PROCEDURES. SEISMIC DESIGN CATEGORY:D o a z 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPTAT THE JOB SITE AND SHALL BE MAPPED SPECTRAL RESPONSE COEFFICIENTS:Bs=t.50,5,=0.6,S 6=1.0,5 u= 0 rc AVAILABLE TO THE AUTHORIZED REPRESENTATIVES UES OF THE BUILDING AND SAFETY DEPARTMENT. THERE RESPONSE MODIFICATION FACTOR R.I.25 w SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITH AN APPROVED CHANGE ORDER 6. DESIGN ASSUMPTIONS: 1 " A-MINIMUM BUILDING HEIGHT OF MAIN STRUCTURE(MEAN ROOF HEIGHT):20' 1' 6. FREESTANDING COVERS SHALL NOT L ENCLOSED WITH ANY TYPE OF SOLID D MESH CERTIFIED B.LEAST BUILDING WIDTH OF MAIN STRUCURE:30' ( �}7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM,NATURAL,UNDISTURBED SOIL OR CERTIFIED FILL C.MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING:10'X 10, �m �'-��'•' 8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 0 Yf 1 ILL _ i21NCHES THICK AND IS LOCATED IN AREAS WI7HA FROST DEPTH EQUAL TO ZERO. G •( 'l 9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON �}y •� lj EXISTING OR NEW CONRETE SLABS. a n n Y.'-1 10.20 POUNDS PER SQUARE FOOT L.L.AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL o0 G -• CARPORTS. A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION' g --538 11.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. _ EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY o \\ .Y THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED _ 1 Non t"•,J. . "`/ DESIGN CONSIDERATIONS: EVALUATION REPORT.AT MINIMUM,SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE u i r "^' FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: a �'•' )'-- it.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS:1/4 INCH PER FDOT. �`,� F•;\t,:;1 12.MINIMUM COVER PROJECTION IS 10'. A.TIRE SHEET AND GENERAL NOTES. f& / 3;, 13.MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET,WHERE COVER IS ATTACHED TO THE S.STRUCTURAL CONFIGURATION(I.e..SOLID OR LATTICE ROOF,FREESTANDING OR ATTACHED). S rc .-,. EXISTING OVERHANG. C.BASED ON THE REQUIRED DESIGN LOADS,SITE-SPECIFIC RAFTER AND/OR PANEL SPAN 2-- z 14.COVERS ARE DESIGNATED RIDGED BUILDINGS•AS DEFINED IN ASCI:/SEI 7,SECTION 6.5.13. TABLES. 15.COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS,RIDGES AND ESCARPMENTS AS DEFINED IN D.TYPE OF HEADER,POST TYPE&QUANTITY,FOOTING SIZE(WHERE REQUIRED)BASED ON THE ASCE/SEI 7,SECTION 6.5.7.1. SITE-SPECIFIC DESIGN LOADS. yLL 16.THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS"OPEN STRUCTURES"AND E.APPROPRIATE STRUCTURAL DETAILS. -PARTIALLY ENCLOSED;RESPECTIVELY,IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. F.OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING PY'yA 17.THE RATIO(WP),COVER MEAN ROOF HEIGHT(H,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P,FT), [JURISDICTION. •��"F(i7 SHALL NOT(UP), ONE(1). IL��6-AF MENIFLE w (} C I 18.THE RATIO(UP),COVER LENGTH(L,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P,FT),S L w o y0 O • A - •'•-V% BE LESS THAN ONE(1). J n z$ BUILDING AND SAFETY DEPARTA�6TrINDEx: Fwz MATERIAL SPECIFICATIONS: /� SHEET# SHEET TITLE/DESCRIPTION O w t EX �� 19.BEAMS SHALL BE SPLICED OVEREACHINTERIORCOLUMNSUPPORT' P&MhpPRVVAL Od••• CI I .••.�� 20.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN,PROVIDED THEY ARE RE \/ ••- WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. T-1...........TITLE SHEET,DESIGN LOADS, GENERAL NOTES '• ..... 21.CONCRtTTE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2.500 POUNDS PER SQUARE INCH. 1 .......... SOLID PANEL.STRUCTURES /�•1 Ilk 22.DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT.DESIGN LATERAL SOIL BEARING I o PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS 100 PSF/FREVIEW E D BY S ••••••----••OPEN LATTICE STRUCTURES ry E TABLE EMBEDDED TEEAND SECTION 18SHAL. ANEL SPANS TRI-V,W-PANEL&FLAT PAN � m w 23.E ECT OPL STEEL MEMBERS SHALL BE M A-446PEO GALVANIZED, S S STEEL L ME B EQUAL PAINTED OR 5 ............ IN[MUM FASTENERS/FAN BEAM ELECTROPLATED AND CONFORM TO ASTM A-046 GRADE C.STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653,GRADE 40. 6 .... .......RAFTER SPANS FOR OPEN LATTICE COMMERCIAL& PATIOS U 24.EASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4;STEEL BOLTS SHALL BE ASTM A-307.ALL BOLT ® Q Z $ HAVE STANDARD-CUT PLATED WASHERS.WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLE 9%1 of these.plans shall not be construed to be a permit fbrlwr ao...HEADER BEAM TYPES, COLUMN/POST TYPES -...Y - ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. ��nnpp��ppVV��I o�1f Bny violation of any provisions of the federal,state r'aty•••---EXISTING EAVE CONNECTION DETAILS w �, 25.THE POST-INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILT,KWIK-BOLTTZ Cs ....... HANGER CHANNELS AND MOUNTING BRACKETS AND KWIK-BOLTTZ SS316.SEE PLANS FOR LOCATIONS(ICD-ES ESR-1917 FOR CONCRETE). regeulations and ordinances. This set of approved plans must berg..on th�OLUMN!POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS 26.ALL SCREWS ARE SELF DRILLING(SDS)OR SHEET METAL SCREWS(SMS)IN CONFORMANCE WITH ICC-Es ESRmoc Ti-' •"%1+`� IP,AY 1976 OR APPROVED EQUAL. a a aobsite until completion. 11 ...........LATERAL FORCE RESISTING SYSTEM/MIN.NUMBER OF REQ. COLUMNS O x i Q n 1 27.THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LINKED T USE wrrH 12 ...........BEAM TO POST&LATTICE TUBE TO RAFTER CONNECTION DETAILS "3`9 C`�utr` +- RESIDENTIAL ATTACHED PATIO COVERS ONLY. 28.SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, 13-16 ......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, 10#L.L, 110-130 MPH a o m m yp .... .;�P� EXCEPTION 2. 17-19......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,20#L.L, 110-130 MPH e OF U 30.OMG,INC WOOD SCREWS ARE IN ACCORDANCE NCEITH ICC-ESWITH I EVALUATION REPEVALUATION RE PORT M. ESR 20-22 ......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, 25#L.L, 110-130 MPH 30.OMG,INC.TIMBERLOK SCREWS ARE IN ACCORDANCE WTI}1 ICCES EVALUATION REPORT ESR-1078. 23-26 ......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, 30#L.L, 110-130 MPH 27-29......SOLID COVERS ATTACHED& FREESTANDING BEAM SPANS,40#L.L, 110-130 MPH 30-32 ......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, 50#L.L, 110-130 MPH > o 33-35......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 10#L.L, 110-130 MPH w w 36-37......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 20#L.L, 110-130 MPH o o p 3839 ......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,25#L.L, 110-130 MPH WHERE SNOW LOADS OCCURCUR IT IS THE REPONSIBILITY OF THE 40-41 ......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 30#L.L, 110-130 MPH CONTRACTOR FOR THIS T TO VERIFY WITH THE LOCAL 42-43 ......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,40#L.L, 110-130 MPH AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND 44-45......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 50#L.L, 110-130 MPH o 46...........INSULATED ROOF PANEL ATTACHMENT DETAILS a w SLIDING, PER ASCE 7-10,SECTION 7.7 AND 7.8,IS REQUIRED.SEE 47...........SNOW DRIFT DESIGN < x SHEETS 50 AND 51 FOR SPAN REDUCTION FACTORS. 48...........SPAN REDUCTION FACTOR TABLES USeM%dBI D0wmanbADURALUWIAPMO 019512-28-1412-28-14A 1.dwg,3MS2D14292:55 AM,Tabloid SOLID PANEL STRUCTURES ROOF ROOF OVERHANG, OVERHANG, OR WOOD, i - ATTACHMENT CHANNEL OR WOOD, L f SEE DETAIL A,8 8 C, LENGTy o CONCRETE OR ATTACHMENT CHANNEL NG7-11 OF ST CONCRETE OR Z w ry ALUMINUM SHEET 9 AnIO SHACL NO SrRUOTURf MASONRY WALL ROOF PANEL ALUMINUMSEE DETAILS STALC NOT gUCTURf V SEE SHEET 8 ONRY L w ROOF PANEL Ty f p T BELf VqR/ES SEE SHEET 8 SEE SCHEDULE MIN.0.25"SLOPE PER FT. E pR0 E(fSS /f5 � n SEE SCHEDULE ROJEC SS _ JfCTI0 THAN u' m N� F� FOR SPANS 1)ON T/lA/J FOR SPANS m `o c ¢�� �� Y jm O. SPAN O. (41 "O.H."NOT TO EXCEED 25% w o (2�1 [[Y "O.H."NOT TO EXCEED 25% OF ROOF PANEL .mm w a I- OFROOF PANEL M o: o ALLOWABLE SPAN O ALLOWABLE SPAN ¢ • SEE DETAIL 11, B SEE DETAIL 11, Bfq/y SP o a SHEET 12 FOR SPLICE Pp M SPAN/ BEAM-SEE SCHEDULE SHEET 12 FOR SPLICE POST SPAN? BEAM-SEE SCHEDULE H r-w SEE SPAC/NV, FOR POST SPACING = SfE Sc ACINV, FOR POST SPACING = POSTS,SIZE VARIES SCyEOULf POSTS,SIZE VARIES HFOULES O y X 0 S O-y.N0 EYC FOOT TO INN 4A.'. 25%OF TO EkC N OFg� 25% Sf MAC ED 3 1/2"SLAB ALTERNATE: ACLOWM AL F ATTACHMENT S NGLE POST to LT SPAN ATTI MAY BE USED SINGLE POST ASL fSPA n E Q N� MAY BE USED SEE SCHEDULE SEE SCHEDULE WHERE PERMITTED. r WHERE PERMITTED. kCHMENT N"FQ ,�'�� SEE SCHEDULE SEE SCHEDULE o � NOTE:NO SPLICE AT IOR POSTS MAX.HT.=12' NOTE:NO SPLICE AT EXTERIOR POSTS N d� FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED ;i SEE SCHEDULE SEE SCHEDULE 3 NOTE:EACH COMPONENT IS INTER- FOR FOOTING CUBE SIZE NOTE:EACH COMPONENT IS INTER- j N Z` FOR FOOTING CUBE SIZE CHANGEABLE WITH ANY OTHER w �, cS1J. +.ro YQ •(({ CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE �o y q F COMPONTENT UNLESS OTHERWISE SHOWN. SHOWN. O�q`S--•�' `'P - NOTE: SEE SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING WALL HANGER&BEAM. NOTE: SEE SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING WALL HANGER&BEAM. TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2"SIDE PLATES. * SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2"SIDE PLATES. N EE ST`fir ow s?I O/i z CEN rn LENGl-y OF ALUMINUM GTH OFSTRU V Kp �• �� ALUMINUM STRUC�R ROOF PANEL MIN.0.25°SLOPE PER FT. O.H. CTURE Vq g 0 . I ,•�� ROOF PANEL O.H f VAR/ES SEE SCHEDULE �fS ; d. • SEE SCHEDULE FOR SPANS m m 4� • . FOR SPANS LL u® .. SPAN m zu°tom y O.H. SPAN O.H. SPA z 'O.H."NOT TO EXCEED 25% "O.H."NOT TO EXCEED 25% ti E u, OF ROOF PANEL OF ROOF PANEL ALLOWABLE SPAN ALLOWABLE SPAN =o y SEE DETAIL FOR SPLICE B SEE DETAIL FOR SPLICE BEAli4Sp w it a PO`SPAN/ BEAM-SEE SCHEDULE POST SPAN? BEAM-SEE SCHEDULE F p ig ,.�yYJG.L�jyG SEE SCHACING FOR POST SPACING = POSTS,SIZE VARIES SfE SChE�LG FOR POST SPACING = a F �. POSTS,SIZE VARIES fO ES 0/1 Ot•' 317 5'220 '.'0 OT TO iv ALTERNATE: OFg Tw ALTERNATE: OFg - fAM rL SINGLE POST ACSINGLE POST 3 1/2°SLAB COW3 1/2'SLAB ALLO SEE SCHEDULEASLf Fi� '� I�AY MAY BE USED SEE SCHEDULE WABLEgp MAYBE USED SPe A/V TO CONSTRAIN IIIIII w IP13 TO CONSTRAINW% FOOTING,SEE FOOTING,SEE NOTE:NO SPLICE AT THIS o ••.....•••. P� SCHEDULE NOTE:NO SPLICE AT THIS SCHEDULE POST AND AT END BAYS. 3 F Q N �yTE GF U� POST AND AT END �BAYS. FOOTINGS FOOTINGS - SEE SCHEDULE FOR SEE SCHEDULE FOR - NOTE:EACH COMPONENT IS INTER- FOOTING CUBE SIZE NOTE:EACH COMPONENT IS INTER- FOOTING CUBE SIZE CHANGEABLE WITH ANY OTHER 1/2 x 9"STEEL ROD CHANGEABLE WITH ANY OTHER 1/2 x 9"STEEL ROD COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. NOTE:SEE SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING WALL HANGER&BEAM. NOTE: SEE SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING WALL HANGER&BEAM. s w TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION y ,.,nnocum0,v\DUHALUMIIAPMO 01"12-28-14@-2&14 A 1.'W""152014 N:4222 PM,TabWd MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS 0 TABLE 1 TABLE 2 Z =o �oNAt F� TABLE 3 Y 0 (2) 2"x6 %2" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH N� " 6 2" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS ¢ � F NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS > NUMBER OF NO.14 TEK OR SMS SCREWS y = PER FOOT OF BEAM LENGTH F F PER FOOT OF WALL HANGER AND BEAM LENGTH <F PER FOOT OF BEAM LENGTH w = .tr17�' m Do w Q 0 110 MPHW33 30 MPH 3 110 MPH 120 MPH 130 MPH 3 110 MPH 120 MPH 130 MPH 2 is EXP. B EXP. CP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C ~ EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C U Z i 5' s - � 1 1 1 22 2 2 5' 1 1 1 1 1 1 1 2 1 2 1 2 5' 1 1 1 1 1 1 1 1 1 1 1 1 � � 6' 1 1 2 8, 1 0 `- ,,. 2 22 3 2 2 2 25�, , 2 1 2 21 12 3 2 2 2 2 2 2 1 1 1 1 1 2 ` 1 2 2 2 2 2 a 4 8 2 2 2 3 3 3 8 1 2 1 2 2 2 2 2 2 3 2 3 8' 1 1 1 1 1 1 1 2 1 1 1 2 a s o 9' 2 2 2 2 2 2 1 1 2 2 2 2 2 g 1 1 1 1 1 1 ,o �0F �aP�Wv 2 3 3 3 3 4 9 2 2 2 3 3 23 1 1 1 2 2 2 - 0 10 2 2W22 2 3 2 3 3 4 10' 1 2 2 2 2 2 2 3 2 3 2 3 10' 1 1 1 2 1 2 1 2 1 2 1 2 0 11' 2 32 4 2 4 3 4 11' 2 2 2 2 2 3 11 1 1 1 1 1 2 2 3 3 3 3 3 1 2 2 2 2 2 w� 12' 2 3 2 3 3 3 3 4 3 4 3 5 2 2 2 2 2 3 12, 1 1 1 1 1 2 �� °• � , 12 2 3 3 3 2 4 2 2 2 2 2 2 °` I. , 2 2 2 3 3 3 2 2 2 3 3 3 p C,= L ,° p, 13 3 4 4 4 4 5 13 2 3 3 3 3 4 13' 1 2 1 2 1 2 1 2 1 2 2 2 ® Ek"N' ; FOOTNOTE: "SAMPLE" a C i I L� FIGURE INDICATES ATTACHED '•1��� FIGURE INDICATES FREESTANDING E n E m a� FAN BEAM <z m U m R; {do.8 741 i"202 o c�-• FAN BEAM(19'-0" MAX SPAN) TH h7. 2. >aa w� CAM. -BELLY': J FAN BEAM FAN BEAM a„ HEADER a qrf OF (P m z CEILING:FANND/ T=.075" 212• 212° 2 //2"OR LIGHURE TYRw (MAX. ) w >Som #14 x 3 1/2"S.D.S.SCREW #12 S.D.S.SCREW FAN BEAM AT BEAM AT HANGER CHANNEL O�NK ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL NOTE 1:WHERE MULTIPLE SPANS OCCUR,MULTIPLY TABULAR LL SPAN THE APPROPRIATE FACTOR SHOWN O O IN TABLE 1,SHEET ET T-1. � F a w w x w Jses\dell\Documents\DURALUM\IAPMO 0195\2-28-14\2-29-14 A I.dwg,311 52 01 4 1 1.40:15 PM,Tabbld RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C a w 3"x 8" RAFTER low 2"X 6 1/2" RAFTER DBL. 2" x 6 1/2" RAFTER "T" 110 MPH 120 MPH 130 MPH a 110 MPH 120 MPH 130 MPH go 110 MPH 120 MPH 130 MPH i 0 L.L.= "T" L.LP "T" c No EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSF) (IN.) u o EXP. B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSF) (IN.) u p EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 z w o �e 22'-6" 22'_4" 22'_6" 21'_7" 22_2^ 19'-2" w 16 29'-8" 29'-6" 29'-8" 28'-9" 29'-3" 26'-3" 16, 16'-0" 15'-10" 96'-0" 15'-0" 95'-9" 13'-8" 16" � { 14'-2" 14'-2" 14'-2" 14.2„ 14,_2" 13.9" .024 19'-1 19'-10" 19'-10" 19'-10" 19'-10" 19' 4" o 2 10 .042 26'-3' 26'-3' 26'-3' 26'-3" 25'-7" 024 0" a �s ✓ 24,_2" 24'_1" 24'_2" 23,_6" 24,_0" 21,_6" 13.1" 13'_0" 13'_1" 12.3" 12'_10„ 11_2" 24 1S'_4" 18'_3" 18'_4" 17'_3" 1S_2" 15'_g" " s P4^ 24" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 15'-10" Oda i tiG 21'6" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-3" 28'-7" 2S'-6" 28'-7" 27'-9" 28'-3" 25'-7" w 16" 23'-0" 23'0" 23'-0" 23'-0" 23'-0" 22'-9" 16 20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2" w 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 1 S,_0" 18'-0" 18'-0" 18'-0" 1 B'-0" 17,_7" 16„ 25'-3" 25'-3" 25'-3" 25'-3" Z5'-3" 24'-8" ` 20 .042 10 .032 10 .032 J 24" 18'9" 1S_9" 18.9" 18_9" 18.9" 18.91, 24" 16'_7" 16'_6" 16'_7' 16'_1" 16'_4" 14.1D" 24„ 23' 4° 23'-3" 23.4" 22'_S" 23'_1" 2p'_10" � � 17'-10" 51 17-10 17-10" 17'-10" 17'-10" 17'-10" 14'-8" 14'-8" 14' 8" 14'-8" 14'-8" 14' 4" 20-8" 20'-S" 20'-8" 20'-S" 20'-8' 20'-2" o 34'-7" 34'4" 34'_7„ 33.7" 34•_2" 32'-8„ ~ 16 19,-8" 19,_8" 19,_8" 19'-8" 19'-8" 19'-8" 16 24'-6" 24' 4" 24'-6" 23'-9" 24'-3" 23'-2" 16 w 21,_6" 21'-6" 21,_6" 21'_2" 21'-3" 20'-B° 21'-9" 21'-9" 21'-9" 21'9" 21,_9" 21'-2" 042 30'-8" 30'-8" 30'-8" 30'-8" 30'-8" 29'-10" o 25 .042 16'-1" 16'-1" 16'-1" 16,-1" 16'-1" 16'-1" 042 24^ 20'-1" 20'-0" 20'-1" 19'-6' 19,_9" 19'_0" 24„ 28'-2" 26'-1" 28'_2" 27'-4" 27'-10" 26'-8" 24" 17'-7" 1T_7" 17,_7" 17'-4" 17'-6„ 16'-101, 17'_9" 17'_9" 17,_9, 17,_9" 17'-9" 17'-3" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 24'-4" 12'4" 12' 4" 12' 4" 12'4" 12'4" 12'-4" 17'-4" 17'_4" IT-4" 1 T_4" IT-4- 1 T_3" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 16 LL 16" 16" 16'-7" 16,_7" 16'-7" 16--7" 16'-7" (titf'L � 19'-1" 19'-1" 19'-1" 19.-1" 19'-1" 19'-1" 11.9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" ms \d 042 .024 .024 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" g m ki �N`CFO �1 30 24 13,_9" 13,_9„ 13,_9" 13_9" 13_9„ 13'_9" 24 10_2" 1 D_2" 10_2" 1D'_1. 1D_1 10'_1" t� C� 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9,_8" 24„ 13'7" 13' 7" 13'-7" 13'-7" 13'-7" 13'-7" m 15'-7" 15'-7" 15'-7" 15'_7" 15'-7" 42� 15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10" 15'-S" 15'-8" 15'-8" 15'-8" 15'-8" 15' 8" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 22'-0" 16" 0- 7 80 16" 16'-8" 1 16'-S" 16'-8" i6'-8" 16'-8" 16'-8" 15-0" 15,-0., 16,-0" 15'-0" 15'-0" 15'-0" 20 032 16" 21'-1" 21'-1" 21'-1" 21'-1" 40 .042 20 .032 18'-1" 16'-1" 18'-1" 18'-1" 18'-1" cP �2 24 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 24„ 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9" 24" 13'-S„ 1X-8" 13'-8„ 13'-8" 13'-8" 13'_8" 12,_3" 12'-3" 12'_3" 12'-3" 12'-3" 12'-3" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 16" 1T-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'4" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 16„ 26'-8" 26'-B" 27-_S" 26'-8" 26'-B" 26'-7" J 16" 18'-1" 18'-1" 18'-1" 18'-1" 18,-1" 18'-1" 042 25'-6" 25-6" 25'-6" 25'-6" 25'-6" 25_6" 50 .042 15' 0" 16-0" 0` 15'-0" 15'-0" 15'-0" 15'-0" z 10'-3" 10'�" 10'-3" 10'-3" 10'-3" 10'-3" 042 24„ 15'-6" 15'-6" 16-6" 15'-6" 15'-6" 15'-6" 24„ 21'-1D" 21'-10" 21'-10" 21'-10" 21'-10" 21'-9" 24" 11'-2" 11'-2" 11'-2" 11,-2" 11'-2" 11'-2" 14'-9" 14'-9" 14'-9" 14'-9' 14'-9" 14'-9" 20'-10" 20'-10" 20'-10" 20°-10" 20'-10" 20'-10" 2 a er•t1 10'-7" 10'-7" 10'-7" 10'-7" 70'-7" 10'-7" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" w a 1 1 1 1 1 1 1F.�IEE Sr a<, i6" 11'-7" 11'-7" 11T' 11'-6" 11'-6" 11'-2" 024 16 16'-3" 16'-3" 16'-3" 16'-1" 16'-2" 15'-8" �s p 024 1' B' 1" 8' 1" 8'-1" 8'-1" 8'-1" 13'-4" 13,-4" 13'-4" 13'-2" 13'_3" 12,_9" 24 B ; 24" 9, 3„ 9,3„ 9, 3„ 91 3„ 9.3„ 9.3., 9-6" 9' 6" 9' 6" 9'-6" 9'6" 9' 2" G.` L* n%TK 0.042" 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" W ; � > TYP. 16„ 20'- 20'- 20'- 20 20- 19- 14-9" 14,_9" 14,_9" 14'_6" 14'_7" 14,_2" .032 9 9 9 6 7 10 25 .032 11,-1" 11'-1" 11'-1" 11'-1" 25 16-7„ 16'-7„ 16'-7„ 16'-7" 16'-7" 16'-7" ' m E BVI ° C'J 6.5„ 0.024- 6.5" 24" 24" 1T-0" 1T-0" 17'_0" 16'-8" 16'-9" 16'-3" m 'e 0.024' 0.03r 12'-1" 12'-1" 12'-1" 11-10" 12'-O" 11'-7" (Aj """"...••° , 0.032" 0042- 16" 24'-6" 24'_6" 24'_6" 24'_6" 24,_6" 24'_6" LL 6 b . 1 �k 0.oaz° 1 T-4" 1 T 4" 1 T 4" 1 T 4" 1 T-4" 1 T-4" .d g 16" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" .042 1 T-9" 1 T-9" 1 T-9" 1 T-7" 1 T-8" 1 T-1" .042 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 20'-0" 20'-0" 20--0" 20'-0" 20'-0" 20'-0" w 36x I 14'_T' 14,_T' 14 13 ,_T' 14,-4" 14'_6" 14,_D" 24' 20,_6" 20'_6" 20.6" 20.6" 20.6" 20.6" } y g s4AL FOOTNOTE: "SAMPLE"TWO RAFTER * 2"x6.5" RAFTER *DBL. 2"x6.5" RAFTERS "• • ALUM.ALLOY 3004-H35 OR ALUM.ALLOY3004-H36 ALUM.ALLOY 3004H36 OR FIGURE ATTACHINDICATED Oa@3 (E (C7 ATTACHED K S e Cy. 17 2 ;p EQUAL OR EQUAL EQUAL FIGURE INDICATES •" N �' FREESTANDING a I{�AY ; * NOTE:SINGLE RAFTERS SPACED 16"O.C.MAY BE USED AT -T A 32"O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED D (IPBE 24"O.C.MAY BE USED AT 48"O.C.WHEN DOUBLED. PROJECTISPAN z TRIBUTARY WIDTH TABLE " wmw.. q °„� p� CLEAR SPAN (FT.) > $ O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2D 21 h . 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 �3 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 TRIBUTARY TRIBUTARY= h WIDTH 1/2 SPAN+O.H. 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 E 0 3, _ 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 E 9 9 10 10 11 11 12 12 13 13 14 14 15 w - _ _ _ _ 11 11 12 12 13 13 14 14 15 15 16 "�.;. NOTE:TRIBUTARY ON MULTIPLE SPANS IS N EQUAL TO CENTER SPAN TO CENTER SPAN ,,..."d"6\,,,,,d0tS1DURAi_UMkIAPMO 01 9 512-2 6-1 4@-26-14 A 1.dwg,311 5201 4 11:49:23 PM,Tabloid I RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C j ' 'U� 2"X 6 1/2" RAFTER - „ w z DBL. 2' x 6 1/2" RAFTER � _ L.L= "T a u 110 MPH 120 MPH 130 MPH L.L.- T" a 110 MPH 120 MPH 130 MPH z (PSF) (IN.) w zp EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSF) (IN.) m zo EXP.B EXP.0 EXP.B EXP.0 EXP.B EXRC w 91-91. 91 91'. I 16„ 7-60_3„ T-6D,3„ T-6D._3„ 7 6D,_3„ T-6D3„ 7-6 _3„ 024 111�'-6„ 11' 2"6„ 111 Z._6„ 1112.6„ 11'2"6„ 1 14�6„ Qzi 16" 02414' u E 1 24 24" 11 2 8'-6" 8'-6" 8'-6" 8'-6" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" Ed g O 16" 12,_6" 12'_6„ 12,_6„ 12,_6„ 12,_6„ 12_6„ 18,_7„ 18,_7„ 18,_T, 18,_7„ 18•_7„ 18,_7„ a 9 30 032 13'-1° 13'-T' 13,-1" 13 1„ 13 1„ 13'_1" 30 .032 24' 18 4„ 18'4„ 98'4„ 18.4„ 18' 4" 18 4„ U 5 10-8 10-8' 10-8 10-8 10-8 10'-8" 15'-1" 15'-1" 15'-1" 15'-1" 24" n" 0 2 10'-2' 10'-2' 10'-2' 10'-2" 10'-2" 15'3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" ONA( 16„ 16'-0" 16'-D° 16'-O" 16'-0" 16'-0" M8'-O"' 16" 22'-7" 22'-7" 22'-7" EIJI' 22'-7" 22,_7„ t�EN sir G .042 15'-9" 15'-9" 15'-9" 15'-9" 15'-9" 22'-2" 22'-2" 22'-2" 22,_2„ 22,_2„ 222„ fits 24" 12'-3" 12'-3" 12'-3" 12'_3„ 12'-3" .042 24 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" d 4 12'-10' 12'-10 12'-10' 12'-10' 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" 16 8'-0„ 8'-0" 8'-01, 8' 0" 8'-01, 16„ 2'-10" 2' 10" 2'-10" 2'-10" 2'-10" 2'-10" ✓ cE1 D24 9'_7, g,_1, g'-1" 9'-1" 9'-1" 8" a m« rQ F P 24" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 024 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" o 0 24 10'4" 10' 4" 10' 4" 10,_4„ 10'-4" 10 V fo SIT GPM 16" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" U12--&- 16'4" 16' 4" 16'-4" 16' 4" 16'4" z 40 .032 -6" 11'-6" 11'-6" 11'-6" 16" 16'-1" 16'-1" 16'-1" WAIT zla tt 24„ 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 40 .032 24" 12'-6" 12'-6" 12'-6" IT-& 12'-6" Ei IEE�ag14 94" 94" 9 4" 9' 4" 9' " 9'4" 13'-2" 13_2„ 13_2„ 132" 13'2� •'ST9�Orr 16" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13,_2„ 19'-9" 19'-9" 19'-9" 19'-9" 19'-9" s7 F H PEA L °�fi vi 042 13'-9" 13'-9" 13'-g" 13'-9" 13'-9" 13'-9" 042 16 19 4" 19' 4" 19'4" 19'-4" 19'4" 1 g'-4" o� G L :OT� 24" 10'-9" 10'-9" 10'-g" 10'-g" 10'-9" 10.4. 24 16'-2" 16'-2" 16'2" 16'-2" 16'-2" 16'-2" o w y uj . Z`� 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 15'-10' 15-10 15'-10" 15'-10" 15'-10 15-70 ° Ll. ' Exp: . tT7 7,_3„ 7_3„ 7,_.3„ 7,_3„ 7,_3„ 7_3„ n a O C VI c 16" 16" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-1o" „ �0 a� 024 8-2 8-2 8-2 wo 8-2 8-2 8-2 024 11_4 11'-4" 11' 4" 11' 4" 11'-4" 11' 4" . 24 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 8'-3. 8'-3" 8'-3" 8'-3" 8'-3" B'-3" 5 ko. 1504 5,_9„ 5,_g„ 5,_g„ 5,_9„ 5,_g„ 5,_g„ 24„ 94„ 9., 9" 9,4- 9-4-- 16.. 9.41 9 9 91-91, 9.-91, 9 9 9 9 16„ 14'-8" 14'-B" 14'-B" 14'-8" 14'-S" 14'-8„ e 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 50 .032 14'-6" 14'-6" 14'-6" ' 50 .032 .. E 24" 7 0 7-0 7-0 7-0 7'-0" 7.0" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" m m e 8,4„ 8,_4, 8,�„ 8,_4„ 8,4„ 24" 11'-10" 11'_10" 11'-10" 11'-10" 11'-10" a,.^s iAL F✓ 11,_9„ 11,_9„ 11,_g„ 11, 9„ 11, 9„ 0 1_g„ 97g 1 -9" 1 _g" 17, g„ 1 ' 9 17'-9„76" LL 1611 zw r�J (�'' %j 042 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 042 1 T-6" 1 T-6" 1 T-6" 1 T-6" IT-6" 17'-6" w F 9,_0„ g,A„ g,_0„ g,_0„ g,_o„ g,_0„ 13'-7" 13'-T' 13' 7° 13'-7" 13'-7" 13'-7" ti g .` No. 1744 202 24" 10' 2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 24" `}q°O„ 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" T (OMA IRA1° ?n CAM B FOOTNOTE: "SAMPLE" FIGURE INDICATES •cS •.,° •�• ATTACHED a o m m FP -aFIGURE INDICATES FREESTANDING w n: w w 9 Ww mmOm Z a'6(al� OplpmR' V 0 u O E � G W W 2 W Usem\dell\Documents\DURALUM\IAPMO 0195\2-23-14@-23-14 A i.dwg,3115/201411:51:41 PM,Tabloid HEADER BEAM TYPES 7.Sr GUTTER EXT.CUP �-I 1.00• z I o97s W 7RE i /Y SP SPLICE Tb12' Z z o SPLICE OCC D.14"R OCCURS ALLOY rri 7 WHERE TYP. 66G3Tfi F / SPLICE 0 0 OCCURS 3.0" U r y WHERE I 6S 2.5r I 4.6' 0.04a" 6.656' 7.0' O -'"m- A OCCURS II 0.73' 4.0' I 02e TYP. 0.110• y • 0 1 0.075 II 0.070. 0.065^ I TYP. m = D II 3.0' TYP. TYP. I w ° � P• TYP. L----- J .036' 2 2.04' w ---- 3" SQ. STEEL BEAM 3.0• 2.93' 3 0' 4 00" E ASTM A653 GRADE 40 ,.7s O m.� 6.5" ROLLFORM 40•11 E MAG BEAM GUTTER FASCIA C 4" I-BEAM D 4.5" MAG GUTTER 7" I_gE q(N o U A ALUM.ALLOY B ALUM.ALLOY ALUM.ALLOY ALUM.ALLOY . 25' F ALUM.ALLOY 6063-T6 6063-T6 30G4-H36 6063-T6 6063-T6 W/ 1 "C" SPLICE G ALUM.ALLOY 6063-T6 y x 1 T=12 OR u p W/(2) "C" SPLICES ,4 GA. H a J'J• \QP 7.87s ASTM ALUM. w ALUM.ALLOY 6063-T6 R y0 q� of �Q0 ry �'qS 1. CP' fi.s NOTE: az 0.03-1i WHERE'C'SPLICE OCCURS AS SHOWN INTyp. c o o� e.o" 8.0• SPAN TABLES,IT SHALL BE INSTALLED THE 8 N -•�.��=• ,L �L o oar 6 04r FULL LENGTH OF THE 7"I-BEAM. WO I I I rep. TW. 0.625" ��Q• Ar A IL - �'° -I- -- z.a7s N o ' iMAX o z 20 DBL. 2"x6.5"x0?042" 3"x8 x0.042" BEAM m I I I I W/ 14 GA. STL. INSERT W; �ri�,;� '�C - ALUM.ALLOY 3004-H36 I--a.o^� 4--a.e•�+--40•-+--3.o^�-I M m2 O , v I �O OR EQUAL MAx. ASTM GRADE 50 Q ¢ °• DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM • •1k J ALUM.ALLOY 3004-H36 n ALUM.ALLOY 3004-H36 L ALUM.ALLOY 3004-H36 W! 12 GA. STL. INSERT OR EQUAL OR EQUAL OR EQUAL N ASTM GRADE 50 NOTE:WHERE 12 AND 14 GA STEEL INSERTS c OCCUR AS SHOWN IN THE SPAN TABLES, m E THEY SHALL BE INSTALLED THE FULL LENGTH m m � OF THE 35c8'BEAM. IS FOR a tf�y F ,<GA COLUMN / POST TYPES NOTE(1)-COLUMN/POST HEIGHT LIMITED TO 10'-0"MAXIMUM. az m n- '17 5-9202 •:� G DE 50 ASTM �yE Off-•; NO.Q A ^nY 8D• G =3"SQ.xt=0.188" (1) RA N00 T CA,IIPBE 4wPr o.024 H =3"SQ.xt=0.250" (1) >a w- S P a o r =3"SQ.xt=0.313"(1) p�o g TA7E F� amrISS , -PLASTIC f =4"SQ.xt=0.188" a o F� PLUGS 4,0" C" s.s K =4"SQ.xt=0.2..I 3.0" MAx 3.0" .040•ALUM. i< .048"STEEL #10 SMS DBL. 3"x8"x0.042" BEAM @24.O.C. mn0. O W! DBL. 14 GA. STL. INSERT 3.O EA SIDE �{ W ' ALUM.ALLOY 3004-H36 .ze" I OR OR EQUAL 3.0^ °�� a.o- 4.0 DBL. 3"x8"x0.042" BEAM ALUM. r�30� z.o 3.0 2.O =1 P W! DBL. 12 GA. STL. INSERT ALUM.ALLOY 3004-H36 I--3.o'--I C 3" SQ. ALUM. POST 3" SQ. ALUM. POST I--3.o"-I $ DTE: BEAMTopAND TAT OR EQUAL p 3" SQ. ALUMPOST(1) ALUM.ALLOY3004-H36 WITH SIDEPLATES MAG POST 3.0.OR4.V `s W ACH HEADERFLFLANGE SHP.L NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS p ^ D E OTTOM FLAN ERE 3 ALUM.ALLOY 3004-H36 / ` 3" SQ. STEEL POST ALUM.ALLOY 3004-H36 ALUM.ALLOY SQ. STEEL POST = ACT INTERIOR COLUMN WHERE SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED V1 OR MORE INTERIOR CC OCCUR DO NOT THE FULL LENGTH OF THE 3'XB"BEAM. r ASTM A500 GR.B(Fr46ksi) OR EQUAL 6063-T6 ASTM A500 GRADE B :UT FLANGES AT ECOLUMSND COLUMNS. LUMUAPMO 01 9 512-2 8-1 412-2&14 A 1.dw9,3/152014 71:59:33 PM,Tabl0ld sers1d610DoWITe"%\DURA EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS NOTE: ANAL E A34 FRAMING ANGLE 1.EXISTING ROOF OVERHANG DESIGN LOADS: I WIT STEEL NOTE:BRACKET CAN BE LOCATED 1. Y •�j� SEE TABLE RDL=3 psf WIN)TO 8 peF(MAKI RLL=20.25.30,40.&W psf B' 0 114'0 HOLES,TYP. ANYWHERE ON EAVE. g 2 EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1200 psi. 0 OTE:PROVIDE WATER "� FASTENERS,SEE TABLE z .O CO 0 TYP.BRACKET PROTECTION,METAL FLASHING 6 �{'t1 R.F.OR EXi.HANGER B 11� o 0 AT EVERY 2x CAUTO OCRAIN ANTS AND SLOPE N w S = CHANNEL,2X OR 3X O EXISTING EAVE °F7WABtP EAM r •`- , t-- LEDGER OR WALL HANGER C3 yk RAFTER BRACKET WITH FASTENERS PER TABLES OVERHANG SEE TABLE T 2x WOOD STUD, m EXP. 1 MASONRY OR 1 1/4" (24• ) zm oazm LEOGER m CONCRETE ALUM. PANEL 2X OR 1•MIOw N. m a'. RAFTER z 0 3x ALUM.RAFTER EXIST.RAFTERS AT O 24'O.C.AT ROOF 3 F(S31)M14X31/2-W. w o mEXIST.FASCIA BOARD OVERHANG 1— ca a 1"MIN.ALLOWABLE PROD. EXISTING FATO BEAM OVERHANG jSEE TABLE 1 (24-MAX.) NOTE:PLACE"SIKA FLAR NOTE:BRACKET MAYBE O a z MATERIAL BETWEEN BRACKET AND COMP. F 0 MOUNTED BELOW RAFTER w SRO AL�� SHINGLE ROOFING TO PROVIDE SEAL W/SAME CONNECTION'S. E �� 4GEN�FO C�2 EAVE CONNECTION WALL CONNECTION Q C� NOTE:WALL LEDGER IS NOMINAL LUMBER SIZE 25B'(AT Z�KSV ALTERNATE EAVE CONNECTION (c MINIMUM RAFTERS),NOMINAL 258'(AT 3'x8'MINIMUM RAFTERS) NOTE:THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS 4 OR KILN-DRY WOOD-FILLED 2 x6)'s OR 3'xS'ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD. .0 v TABLE 1 TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL TABLE 4 ANCHORS INSTALLED g O OF�� INTO CONCRETE WALL Q� OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG qs ) CPM EXISTING MAXIMUM PROJECTION WITH 6-INCH MIN.THICKNESS o FRAMING MEMBER (A)-PALLOW(F1)SIMPSONA35 FRAMING ANCHORUSINGSD9112SCREWS COVER NUMBERANDTYPE COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (B)-PALLOW(F1)(2)SIMPSON A35 FRAMING ANCHOR USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB OF FAST O o" L.L. FASTENERS N L.L. OVERHANG 110, B 110,C 120, B 120, C 130,8 130, C FULL LENGTH OF RAFTER TAIL j N s/•0 x I X"POWERS WEDGE BOLT- 2i `€Eso 2"x 4"FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" ir= 10#L.L. 20#L.L. 25#L.L. 30#L.L. 40#L.L. 50#L.L. 1 O STAINLESS STEEL AT 16'O.C. O 2"x 6"NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'4" 21'-2" o WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED m (EXP.B$C ) (EXP.B$C) (EXP.B&C) '0 x 1)4"POWERS WEDGE BOLT- ) (EXP.B&C) (EXP.B&C) (EXP.B$C 20 STAINLESS STEEL AT 16'O.C. J •" T O; °u ' ' 2"x6"FULL OR 3 w a. ' 2"x8"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 d'D : ; z 2"x8"FULL OR T7A (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) w 2"x10'NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 25 W0x1Y'POWERSWEDGEBOLT- tL €"eta (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) w`0 STAINLESS STEEL AT 17 O.C. w z ." C fi _ 2"x 4'FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" •• .. 2"x 6"NOTCHED 26'-0" 26'-0' 26'-0" 26'-0" 26'-0" 26'-0" (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 30 s/s"0x 1 Ye'POWERS WEDGE BOLT- Oz e2O 2'k6"FULL OR (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (g) STAINLESS STEEL AT 1Y O.C. y 026'-0" 26'-0" 267-0" 26'-0" 26'-0" 26'-0" 6 2"x8"NOTCHED (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (13) (B) (B) (B) (B) (B)2"x8"FULL OR STAINLESSPDEELATSOGCEBOLT- 2"x1O" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" (A) (A) (A) (A) (A) (A) (q) (q) (g) (g) (g) (g) (g) (g) (g) (B) (g) E 2"x 4"FULL 26'-0" 26'-0" 26'-0" 25'-2^ 25'-4" 20W- 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) G E (`) 5� TAINLEySS STEEL ATg ODGCE BOLT- m 2? Y�d• •,-'• •'.� 2"x 6"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 12 (A) (A) (A) (A) (A) (A) (B) (B) (13) (B) (B) (B) (B) (B) (B) (B) (B) (B) ' %1 25 2^xs"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" TABLE 3 o°_ O^ ¢ 2"x8"NOTCHED TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER ?w 7 ND 741 2202 •R` 0.; '7J 2"x8"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" OR ROOF PANEL RAIL TO EXISTING WOOD STUD WALL FRAMING 2"x10"NOTCHED } N TH Wi . (RAY CkMPB 2"x 4"FULL 16'-0" 16'-0" 16'-0" 16'-C" 16'-0" 16'-0" 2"x 6"NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" WL • jF)-'1'DI IAMETER LAG SCREW o 3r. k P 2"x6"FULL OR 26'-0" 26'-0" 26'-0' 26'-0" 26'-0" 26'-0" m rE OF� 30 (F)-1"DIAMETER LAG SCREW O a� 2"x8" NOTCHED 2"x8"FULL OR 26' " " ' " '-0" 26'-0" ¢= 10#L.L. 20#L.L. 25# L.L. 30#L.L. 40#L.L. 50#L.L. 2"x1 O"NOTCHED -0" 26'-0 26'-0 26-0 26 I—I— WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED 2"x 4" FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 8 3 (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) , 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 ?'2"x 6"NOTCHED 15'6" 15'6" 15'-6" 15'-6" 15'-6" 15'-6" W s w.. > OO q 2"x6"FULL OR 19'-6" 19'-6" 19'-6" 19'-6" 19'-0" 19'-6" 5 (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) =w 2"x8" NOTCHED 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) w 2"x8"FULL OR o "p 2"x10"NOTCHED 26'-0" 26'-0" 1 26'-0" 26'-0" 26'-0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) 2"x 4"FULL 8'-11" 8'-11" 8'-11" VAIN 8'-11" 8'-11" 8' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (E) (E) (E) 2"x 6"NOTCHED 127-1" 12'-1" 12'-1" 12'-1" 17-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (E) (E) (E) o 50 2ex6"FULL OR 15'-3" 15-3" 15'-3" 15'-3" 15'3' 15'-3" 10' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (E) (E) (E) (E) (E) (E) 2 m 2 x8"NOTCHED < w 2"x8"FULL OR 11. (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (E) (E) (E) (E) (E) (E) N 2"x10"NOTCHED 20'-9" 20'-9" 2V-9" 20'-9' 20'-9' 20'-9" 12 (C) (C) (C) (C) (C) (C) I (C) (C) (C) (D) (D) (D) (E) (E) (E) (E) (E) (E) Isem\delRDommenfs\DURALUMVAPMO 019512-28-1412-28-14 A 1.dw9,3/15201411:59:05 PM,TebbW HANGER CHANNELS AND MOUNTING BRACKETS _ FASTENERS, T=.O60" TYP.—�{ z -�'—"-`��•' - ..}� 2,740" SEE SHEET 4 k i I w F.\ FASTENERS, X�31178' 1.50' T=.060" N SEE SHEETS ALUM.3004-H3606 FASTENERS .25"RUSEE SHEETS FASTENERS, 6 =.010"x90" -202 SEE SHEET8m H � 11, t=0.04" _ (2) :i1 m o ZO .563" .281, A 20D 3' J � f' CONTINUOUS A-RAIL w rc [� _ O ROOF PANEL Q (WHERE OCCURS) FASTENERS - Q o 0 " C6 SEE SHEET 8 a i .O6 ' FASTENERS, FASTENERS, w ALUM-ALLOY 1.680" SEE SHEET SEE SHEET 6M-A-T6 w ALUM. ALLOY o �r.L EA/,, 1.75" ALUM.ALLOY ALUM.ALLOY 6063-T6 U l; 6063-T6 6063-T6 �y' EN�"cam ✓�fn ROLLFORMED EXTRUDED HANGER p OA OB HANGER © I.R. HANGER WALL CONNECTION 1O "H" BRACKET 1 a� ti NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf 10#L.L=(2)#14 SMS EA.SIDE S to MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED 1 1/2' 20#,25#,30#L.L=(3)#14 SMS EA.SIDE Oij? s OF P, e AT ROOF LOADS EXCEEDING 30 psf. 40#,50#L.L.=(4t14 SMS EA.SIDE �� I _ ..nmce (3)Y2"0 LAG SCREWS OR 1 1/2"---- �o 31PER SIDE I 2"x 6 1/2"OR w o V . " . . . ..I •J��ii ,• 5"MIN. 3"x8"ALUM. �• .t. gip. .-.S •,•� Q I RAFTER � P Z 3• - 3/4"OR 1 1/2" - a) ; m � -- — -------- W : ExP: a� X U-BRACKET woo a `y0 • �i)� d0 W 3 EXISTING WOOD STUD FRAMING 'o i Q y U(Jf •�" ' 2 EACH 1/4'0 x 3-12"LAG SCREWS LL.=10 psf 3"x8"ALUM. J3"x8"ALUM. 2 EACH 1/2'0 x 3-12"LAG SCREWS LL.=20,25 AND 30 psf 2r 2 EACH 5/8'0 x 3-12"LAG SCREWS L.L=40 AND 50 psf RAFTER HEADER (2-MIN.PENETRATION INTO EXISTING WOOD STUD) PENETRATION BRACKET E NOTE: LENGTH OF LAG SCREW SHALL PROVIDE NOTE:USE LEDGER WHERE RAFTER SPACING m s�(R,! EXCEEDS EXISTING STUD SPACING m �� = Gj THREADED PORTION OF SHANK COMPLETE SEE TABLE 2,SHEET 8 LL PENETRATION INTO EXISTING CORNER STUD. �(g• rdo. 1741 2202 ,� 0 . HEADER BRACKET 2 RAFTER TO WALL CONNECTION 3 w Fm �Uu TN P,� Y r ;o�. CA'V1i`L'�E 1 1/2"OR 2"LAT*NAN IE w a' #8 S.M.S.EACH SIDE EXISTING DBL.3"XB"X.042 BEAM o z S cPjq. PI ALTERNATE 12UBLE RAFTER- 2'x6 y'x0.024' U _ 7� BOLT CONNECTIAN 2 LATTICE 1 12'OR 2' SHEATHING OR DBL.2'X6.5"X.032"BEAM -� `C�F ALUMINUM MEMBER WITH O qa c a ALTERNATE: WOOD FILL OR 6]m m S.M.S.EACH Q 2xB'NOMINAL LEDGER a ❑"a ER TO COL 3 (NEW OR EXISTING) TPOSTHEADER NECT.(8-TOT.) 2"x6.5'OR 3"x8"RAFTER y x ruALTERNATE:1/2"BOLToW(2)SIMPSON SD525600 amo o c ALTERNATE: � zW2 #14 S.M.S.EACH RAFTER W w( )• ACCESS HOLES §w 6- 1' TO COLUMN CONNECTION 0 c o T"(4-TOTAL) LL 6-#14 X H 0 o wrc ,.iSDS @EACHYx 3'STL.POST(24• LTERNATE: 3'SO.INSERT ATTACHED )-2W.5'OR - ALTERNATE: TO COLUMN 3'x 3"STL.POST COL }3x8'HEADER (2}2x6.5"OR(2}3"xB"HEADER �. EXISTING STENERS PER m FOR FREESTANDIN 1"STUCCOOREQUAL CONNECTION) }12'BOLT ALTERNATE: 03�c3x0.024' (1)-1/2"BOLT OR 2.5'PENE.INTO EACH WOOD STUD EO. SIDEPLATE CONNECTOR (2}#14 S.M.S.EACH RAFTER $ w EXIST. STUCCO/ LEDGER DOUBLE HEADER TO = DBL. RAFTER/ DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O ATTACHMENT DETAIL O6 COLUMN DETAIL O7 .-__.w.mnnmmenMXDU♦1ALUM'APMO 0195(2-28-14(2-28-14 A i.dwg,SA 6201412.04:46 AM,Tabloid COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS w w NAL FN w =Z o <<W_ W Kn (�— m � u • 1� aao �tZo Exp.f>313 ATTACHED T BRACKET @3'SQ.POST 1 ATTACHED ONLY USEELPOSTONLY: w e Wl(4W4 SMS EA.SIDE OF POST ALUM.TBRACKET USE WITH ALTERNATE FTG. FOOTING &ANCHOR BOLTS USE POSTTYPE OR 1/7 M.B.THROUGH POST - POST TYPE B,C,D,OR E. I I F,G.H,J OR K a c Q USE 2 l8.0 HILTI 3'SO.POST I 6 0 0 3"SQ.POST KWI OLTS OR EQUAL CUBE SIZE SQ.1S'DEEP 'CUBE FTG. SINGLE POSTS I 1 `2 �0 FOOTING SIZE EMBED. STEELTBRACKET USE WITH 18' 18•SQ. 17 BQLTs i i 1'S g POST TYPE B,C,D,E,F,G,H,J OR K W DEPTH OF I I w SEE NOTES BELOW USE(2}3l8'0 HILTI KWIK 20' 21'SQ. 17 23'&24•CUBED(t) (2yIM3 3Ile FOOTING OR I I s TONAL EN (2}WWO HILTI KWIK-BOLT BOLTS OR EQUAL 12'MIN.EMBD. 1 I Q ENSF O'2 7ZSS314,EACH 2 X'EMBEDMENT DEPTH �` 25'SQ. 16' 25'- () (a}7?O 311C ' •..30 CUBED 1 BRACKET TO SLAB. FOR KWIK BOLTS) 24' 28•SO. 20' I 1 W MINIMUM DISTANCE TO 26' 32'SQ. 23' 3r-34'CUBED(1) (a}sre•e a• j 11. U' m 2 EDGE OF SLAB=4.OR p TO CRACK=10' 28' 35•SQ. 2S •} I I W F mx 4 LU (Y MIN.EMBEDMENT) c ' d 30' 39"SQ. 28' 3S-39 CUBED(1) (4)v4.0 43a LU > . •. . UJI D n 32• 43'SO. 39' a -42•CUBED(t) (4),Tl4.O 431V (1}1/70M.B. F U2Q o0 OF �� R SLAB SHALL BE IN a POURED CONCRETE 34" 47-SO' 32' FROM END f e IL W n ^��f1 `�`'r'`"' ` FOOTING SEE NOTE NOTES: BOLTS SHALL BE HILn KMK BOLTTZ UQmy �i90 1. Cr'"Q GOOD CONDITION 36• 51"SQ. 34" STAINLESS STEEL,I.C.C.ESR-1917 OR EQUAL OF POST ONZ �❑FOR BIZ% 38' 55'SQ. 37' o 31/2• MIN. BEE FOOTING I 1)REQUIRES USE OF ALTERNATE FREESTANDING .POURED off ARE- , CONCRETE SQUARE,SEE FTG. SCHEDULE QU 40' 50•SQ. 39' BASE PLATE SCHEDULE IN BEAM w p IN BEAM SPAN TABLE 42' 64'SQ. 41• FOOTING SPAN TABLE >x ecN£Ef� 1� O EXISTING SLAB POSTS TOCONC. FOOTING -CUBE J 4r .• SJ. 7 ATTACHED COVERS ONLY O ATTACHED COVERS ONLY SQUARE POST EMBED. O INTO FOOTING w iz 3 ` CA( 1 , •• NOTE:ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED �gn i � ' A5 �" EX - 'yfie _]i O. (�! L O (3)-3/4"0 BOLTS z m m FOR POST TYPE J&K 0. oSm 0 m 3"OR4'SQ. Q wi 5" INSERT 16" x 0.188• E 4 5" ASTM A36 STEEL m m O i SAL LL T.O.C. M 0 ,rG ..,.... /� ¢zwm `�• �'� (4)-SS316 3/4.0 HILTI KWIK BOLT TZ STAINLESS w v_m G O: Q" N0.&b 41 202 '� STEEL PER I.C.C.ESR-1917 OR EQUAL Q TV riaP (4 3/4"EMBEDMENT DEPTH) Y ALLIM. ALLOY 3.00" OR >aw� 0 EzR 6063-T6 2.40" 2.0" INSERT TO 0 OF�� 1.375" BASE PLATE 7/16"0 HOLE 3/16' < $m o 0 .75" FOR 3/8"MB 56" _-0 2 1/8"PART 2 FLANGES POST i a 0 ASTM GRADE 36 STEEL w o INSTALL 1Y'x 1Y"x Y"HD G 1.125" 2.5' INSERT ( , W Q W.. o WASHER PLATE AT ANCHORS L_. _i m i m 9"SQ.X 5/8'THK. z a. w .75" 75" BASE FLARES THK. BASE PLATE 3 �" 1.60" 157' TO 3'WIDE EA. a ASTM A572 STEEL o o m rc 1.5 090" TYP TrP SIDE OF FLANGES 1 1@ g• 1 112' INSTALL 1Y2'x tY'x Y"HDG USE FOR 3"OR 4" 1"I'—T FOR 3"POST, WASHER PLATE AT ANCHORS STEEL POSTS 5.50" 4"WIDE FOR 4'POST FOR 130 MPH q 1-7/16"0 HOLE WELDED STEEL BASE PLATE 0 ¢2-5/16"0 HOLES &2-3/8"HOLES $ TYP. EA.SIDE w ALTERNATE FREESTANDING N ALUM "Tn BRACKET STEEL "T" BRACKET D BASE PLATE ANCHOR Jssm\delMowmentsTDURALUMUAPMO 0195t2-28-14t2-28-14 A 1.dxg,3116I2014 12:0950 AM,11 X 17 LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS AS AN ALTERNATE FOR SOLID-ROOFED ATTACHED COVERS w w f BEAM SPLICE TO y v i C NAi- Ei"E./ OCCUR DIRECTLY OVER 5/8"0 PLASTIC � w^' POST.NOT PERMITTED PLUG WHERE F }, @ 6 SCREWS I @ 2-POST UNITS SCREW IS INSIDE PER SIDE I F MS MAY MINIMUM NUMBER OF REQUIRED 5" #1BE USE AS ¢ a o COLUMNS FOR ATTACHED COVERS 3.5 L3.55" ALTERNATE TO _J w 02 - 1/4"0 BOLTS m y Exp. �� .� 3.5" 2 X6.5 X0.032 SIDE PLATES r E mwo 8"BEAM 600 �y. no 110 MPH 1 MPH 130 MPH5" i -5" i K r EXP.B EXP.C EXP B EXP.C EXP.B EXP.C 1❑OR ❑2 I 045 4� o: SEE NOTES 5' 2 2 2 3 3 3 BELOW j I 6 1/2"SIDEPLATE EA. o 6' 2 3 3 3 3 4 I SIDE SEE POST SCHED. #14 SMS EA.SIDE 7' 2 3 3 4 3 4 TO D HEIGHT AND BOTTOM. 3"SO.POST BETWEEN SIDE PLATES D \ 8' 3 3 3 4 4 5 wx ,��g\O 9' 3 4 4 4 4 5 BEAM TO POST CONNECTION 21 a o 10, 3 4 4 5 5 6 POST SCHEDULE 'A �� IFQ7�v 11' 4 4 4 5 5 6 3"SQ.x .032"+ (2)-2"x 6 1/2"x 0.032" 3"SQ. x.032"+ (2)-2"x 6 112"x 0.042" o Oti/ 1. P W/(6}#14 S.M.S. EACH SIDE. ❑2 Wf(8)-#14 S.M.S. EACH SIDE. o i rS G 12' 4 5 5 6 5 7 USE ON CONC. SLAB ONLY USE ON CONC.SLAB OR FOOTING. 014 w 13' 4 5 5 6 6 7 0 2"X6.5"X0.042" SIDE PLATES (E)STRUCTURE F _ Fo yw mo 11OMPH 120 MPH 130 MPH j - ow EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C 2 { COLUMN 1'3 x3"x0 032"W!(2 2 x6 5 x0 042 SIDE PLATES ! ! _ ' to 5' 2 2 2 2 2 3 I I SEE i i ROLL-FORMED OR I ' w a 6' 2 2 2 3 2 3 COLUMN 2 PER SPAN TABLE o a e rn INSULATED ROOF PANEL I j LL Vy ECG 7' 2 2 2 3 3 3 INTERLOCKING SEAMS,TYP. `• b� 8' 2 3 3 3 3 4 3 ��a\�q�co�G° PROJECTION,P 'g 9' 2 3 3 4 3 4 ry°�c°<G fs s ° co O� Myo��. „ E 10' 4 3 3 4 4 5 °�FRyF Ts�o ' o m m ; �(2RSo F c� ill 3 3 4 4 4 5 ��N� d_ �� 12' 3 4 4 5 4 5 `Zw " w F 1 13' 3 4 4 5 5 6 i�N' 0 A ''?` 1 2 NOTE:1.MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS ROOF PANEL ATTACHMENT w¢a kYy: Pjp•83 AS SHOWN ON SHEET 7.SEE SHEET 7 FOR POSTTY'PES. LENGTH,L >a w o ROOF PLAN ° `�a." CFJ� a o m • Q' FASTENERS, 014 SMS @ 32 O.C. `STATE tyF SEE SHEETS d MIN.PER EACH JOINT w w H74 SMS @ 32'O.C.MAX. z 3 ROLL-FORMED w a w .. HANGER OR IRp (4 MIN.PER PANEL INTERLOCK) \\` m m O_P. z w 3 uiwH OOtlIK OLL-FORMED PANEL ALUMINUM SKINS RP w TOP S BOTT.0.024' LL FASTENERS, 0 ° SEE SHEET 8 E ROLL-FORMED PANEL INSULATED ROOF PANEL w O ROOF HANGER O INTERLOCKING SEAM INTERLOCKING JOINT N ,,,.s d,INDoMments\DURALUMUALPMO 019S2-28-14@-28-14 A t.dwg,3/16201412'19A8 AM,11 x 17 9 i ATTACHED& FREESTANDING SOLID COVERS- 104 LIVE LOAD- 110,120,130 MPH-EXP. B&C j �1 MAG BEAM r,� 4"i-BEAM _14.5" MAG GUTTER ` AONA(- ,1 ALUM.ALLOY " AIUM.ALLOY6063-i6 t=Z3"SQ.STEEL BEAM 7~1-BEAM ?, 6063-T6 ALUM.ALLOY 6063T6 I- ASTM A653 GRADE 40 ALUM.ALLOY 6063-T6 z �� ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTgCNED SOLD FREESTANDING SOLD >y, M I Q MAX.COL $o MAXPPOST TG MIN. MAX.POST MIN. MAXPOST MIN. MAXPOST MIN. MAKPOBT 3 SPACING m i SPACING POT SPACING TG POST SPACING TG POST SPAC SPACING TG POST SPACING FIG. POT SPACING (IN) TOPE SPACING (IN.) PMIN.OST SPAC NG TG POST A C S TG DIN. SPAC NG FIG. POST IN. In m pi a N0.C87W� ON SLAB x (SPAN) (INJ TYPE (SPAN) ('N') TYPE (SPAN) (INJ TYPE (SPAN) (IN.) TYPE (SPAN) (IN') TYPE (SPAN) TYPE ( TYPE FIG (SPAN) TYPE (IN.; (SPAN) IN') (SPAN) TYPE O o- ,n EXP.OS131/� 13,_7• 51 10'-40-4" 179 B 9 69_2" 226 G 13'-�3'-7~ 121 B 12' 12'-1" 228 ('.7 13'-33 3" 121 B 12'-2" 27 8'-3" i6 T-6" 23 23'-4" 22 29,_g, 31 mrs ,',. i7S _ 11'-9" 28 G 8'-3" 18 B T-3" 25 F 23'-4" 25 E 20'-8" 33 G 5� ro 'O 11'-4" 6' 9'99. 120 B 8'"108,_8" 26 G 12'-12 9" 122 B 11' 1 V-4" 228 V• 12'-2" 19 B 11'-6" 26 7'-9" 18 7'-9" 23 22'-0" 23 20•-0" 30 12'-2" 21 1'-2" 28 G 7-9" 19 B 6'-10" 24 F 22'-0" 26 E 19'-6" 32 G 6' 6 7,. 9'�" 18 8'-6" 25 12'-2" 20 11'-9" 26 11'-3" 20 10'-1 26 T-4" 17 6'-9" 23 20'-1 24 19'-0" 30 9'-3" 21 B 8'-3" 26 G 92'-2" z3 B 10'-9" 27 G 11'-3" 22 B 10'-7" 27 G B �20'-10 E 18,_7" 3p G TTa" 1s s'a° z6 F8'-6" 8' 8'-10" 19 8'-2" 25 11'-8" 21 10'-7" 27 10 1 22 10' 4" 27 7' 1"7' 1" 120 B 6 6 6'-3" 225 F G 20 E 18'-77 9" 331 G 8' O a c�GtNEE 4' '10' 21 B 10" 25 G 11'-e" 23 C 10'4" 27 G 10'-7 23 B 10'-2" 27 G ST 6 7'-7" 9' 8-7" 19 B 7'_9^ 26 G. 11'-1" 21 10'-2" 28 1p'-0" 20 10'-0" 27 6'_8'-7' 22 T_7" 26 i t'-1" 24 C' �.7 9 16 6'-2" 25 F 19'-2" 25 17'-6" 32 , 10'-0" 27 10'-0" 23 B g'_7" 27 G 6._ , B THO . S I. '••c�G T-T 26 10'6" 22 g_ 9 20 6'-1" 26 G 19'-2" 28 1T-9" 32 E G 9 Qj CAMI �- , �y� 6�-9~ 10' 8-08'-3" 222 B T-4" 27 G 10'-6" 24 �'i 109_7" 228 G` 9'-6" 21 9-68,-2" 228 G 6.7"6'-7" P1 B 6'-0" 25 18'-3" 28 V-10" 32 (h 9-6" 23 �' 5'-10" 27 G 18'-3" 29 E 16'-6" 32 H 10' EXR. . M T 6'-2" 11' B�-08,0, 223 B 7��7�_2" 226 G 10'-0"0 p" 225 C 9-79'-3" 228 G g_1~9'-1" 224 C• 9 1 B�_9" 228 G 6-4" 19 B 5'-10" 26 1T-4" 26 16'-4" 33 6'-4" 21 5'-8" 26 G 17'-4" 29 E 16'-0" 33 H 11' O�d•''. CIV ,�6n�. 5'-8„ 12' T-77,_7, 223 �+ T-27,-p" 228 G 9°�7"9._7, 225 E 9°�39._1" 22IR 9 G 8°-8"8,_B• 224 G' a'-88,�" 228 G" 6'-2"6-2" 122 B 5 85_7" 228 G 16'$6'$" 230 E 16'-05,_7.� 333 H 12' aR 19011 ATTACHED SOLID FREESTANDING SDUO ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLID FREES MAX.COLTAND/NG SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID y SPACING so MPACIN T FIG. MIN. MAX.POS7 MIN. MAX.POST MIN. MAX.POST SPACING SPACING (IN) POST SPACING TG. POST SPACING TG POST SPACING TG' POST SPACING FTG. IN. SPACING TG' GIN. MAX.POST ST SPACING TG. POINT SPACNG TG DIN. SAC S FTC. r' MIST SAC PACING TG 'MIN5 ¢ _ ^ ON SLAB fc F (SPAN) TYPE (SPAN) (IN.) TYPE (SPAN) (IN") TYPE (SPAN) (IN') TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (IN.) (IN.) m LL 10'-4" 18 g'_ (SPAN) TYPE (SPAN) TYPE (SPAN) (IN')C 6 26 13'-7" 19 12'-4" 2B 13'-3" 19 12'-2" 28 G g,_3" 17 B T_6" 25 23'-4" 23 21'-3" 33 G %ONAL C 13'-7 5' 10'-3" 20 B 9'-0" 28 G 13'4" 22 B 11'-8" 30 G 13'-1" 22 B 11'-6" 30 8'-2" 19 T-1" 27 F 23'-1" 27 E 2p'-1" 34 H 5 G� Fiy�, 0 11' 4~ s' 9'9' 19 B a'-1o" zs 12'-s" zo -Na .,.I (V 9'$" 21 8,-6" 27 G 12'-8" 23 B 11'-8" 28 �+ 12'-2" 20 11'-6" 2B T-9" 17 " w 11'-1" 29 12'-0" 23 B G 7'-1" 24 22'-0" 24 �42. r cn e— s'$" T spy 2" 19 B 8'-6" 26 G 12'-2" z1 11'-1" z7 1r-3" zo a-1o" zs T-e' zo B s'-e" z7 F zr-s" ze E z s'- " s wga 0'-0 33 ,G �p '_ I 8'-1" 27 12'-0" 24 B 10'-6" 29 G 11 1" 23 B 10'-1 " 27 G 9 " n °`, 7'-4" 18 6'-9" 24 F 20'-1 25 -0 o a'�" 1 O� �, 8 10"___, 20 g'_ " 10'-3" 29 T-3" 20 B 6'-0" 27 G 20°$" 29 E 1 18'-0" 333 G H 7' H a m 8'-6 --8,.._ g,_9" 23 B 2T-8" 227 G 11'-8"1 8" 225 C 10'-'0 1" 229 �+ 10'-10'-4" 22411: B 10'-49 9" 226 G T-1" 18 B 6'-6" 25 F 20'-1" 26 18'-2" 31 --I 7,_7, L12" 8-7 20 T-9" 26 11'-1" 22 T-0" 21 6'-1" 28 G 19'-9" 29 E 1T-3" 33 H 8' OF hJ' t� J 8'-6" 23 B T-4" 28 G 0'-10 25 C t0'-g�$, 22B G 10'-09'-9" 224 C B 10 09'-3" 228 G 6'-9" 19 B 6'-2" 26 19'-2" 27 17'-6" 32 , 6'-9" 22 5'-10 29 G 18'-9" 30 E 16'-7" 33 H 9 e ` 27 O 6,_9„ 8'-38-2" 224 B T-77 2" 228 G 10'-6" 23 g'-1p" 28 9'-6" 22 g,_B1� 28 6'-7" 19 6'-0" 27 18'-3" 27 6'-1p^ 32 B 10'-3" 26 C 9'-4" 28 G 9'-3" 25 C 8'-9" 28 G 6'-6" 22 B 5'-s. 30 G 17'-10" 31 E 16'-1" 32 H 10' T' 6'-2" 8'-0" 21 T4" 27 10'-0" 9 226 G. 9'-T9 1" 229 G g-1" 22 9'-1" 28 6'4" 20 5'-10" 27 1T 4" 27 16'4" 33 m ' 7�'9" 24 B 7'-D" 29 G 9'- , 8'-10" 25 C 8'-4" 29 G 6'-3" 22 B 5'-7" 30 G 97'-1" 31 E 15'-7" 33 H 11' LL 8® 5'-8" 7 7 7 6" 224 (�+ 7 2 6 9" 230 G g 7"g 4" 226 E 9 3 8_g. 230 G 8 8"8.�. 225 C 8-8" 29 6'-2" 2D 5'8" 28 16'-B" 28 16'-0" 34 g 1� �L tcN 8'-1" 30 G 6'-2" 23 B 5.4. 31 G 16'4" 32 E 15'-1" 33 H 12' y f � ' N .8317 •"�YO ¢ ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLD FREESTAND/NC Mo SOLO ATTACHED SOLID FREESTANDING SOLD ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID > �' MAX.COL. Se MAX.POST TG MIN. MAX.POST MIN. MAX.POST T Qh"AS IRgy T m SPACING TG' POST SPACING TG ppIST4NGG MIN. MAXPOST MIN. MAX POST TG F7 MIN. MAXPPOSTN. ¢ ..L SPACING 3 POST SPACING FTG MIN. MAXPPOST m rg N 1t CAMPSELL ^ ON BLAB (SPAN) (IN') TYPE OST (SPAN) (INJ NPE (SPAN) (IN') TYPE N') TOPE S(SPANJ (INJ POSTTYPE S(SPAN) (IN') TYPE SPACING (IN.) POST SPACING TG OIST SPACNG TG OI T S AC NG TG' MIN. m 0LL (SPAN) TYPE (SPAN) (IN.) TYPE (SPAN) (IN') TYPE (SPAN) (IN.) TYPE13'-7" 5' 10'-40-0" 121 B 9-3" 28 13'-7" 21 13'•3" 21 12'_p^ 2g B'-3" 18 7' " 26 F 23'-0" 25 -1 34 H 1 G 12'-7" 23 B 11'-2" 31 G g,_p" PO B , 8'$" 29 G 13' 1" 23 B 6'-10' 27 G 22'6" 28 E 19'7" 365 11'-4" 6' 9�9g,-0" 2Z2 B 8,-9 B•_2" 228 G 77 12'-B" 22 B 12'-2" 21 11'_3„ 2y 7,-9" 1B 7'-0" 26 F 22'-0" 2619-0 34 H 12'4" 24 0 G 91'$" 24 B 1 ' " 30 G 7'6" 21 B 6'-6" 27 G 27'-2" 29 E 18' 4" 35 I 6 3 V y,_a„ 7, 9'3" 20 8'-4" 27 12'-2" 22 B 11'-3" 22 1p'-8" 29 7'-4" 19 6'-8" 26 F 2p,_1 " 27 18'-9" 33 H W9'-0" 23 B T-9" 28 G 11'-8" 25 C 10-2 30 G 10'$" 24 B B=10" 21 8'- 26 10'-0" 30 G 7'-1" 21 B 6'-2' 27 G 20'-2" 30 E 17'-6" 35 I 7� gw 8,_6" g 6.7, 24 B O�.B, 28 G 11'-8"1 1" 226 �+ 10'-69,_g, 230 G 10'-'"0,-0" 225 B 10'-39-4" 229 G J 7'-7" 9' 8'-B,_3. 224 B 7'-8" 27 11'-1' 23 10'-1" 28 7'-1" 20 6'-4' 26 20'-1" 27 18'-0" 33 , T-2" 27 G 10'-6" 26 C 10'-0" 23 B g_g" 26 6 "6'-9" 22 B 6'-0" 28 G 19'-2" 39 E 16'-9" 34 H 8 0 9'-4" 29 G 9'�" 25 C 8'-10" 29 G 96'_7" 223 B 6-15'-9" 229 G 79'-18'-1" 231 E 1T-16,_1�� 334 H 9, 6,_9° 10, 8'$" 22 7'-6" 28 10'-6" 24 9'-8" 26 9'-6" 23 9'-3" 28 6'-7" 2p 5'-10" 29 18'-3" 29 16'$" 32 C '-10" 25 B T-0" 30 G 9'-10" 27 C 9'-1" 30 G 8'-6" 25 (� 8'-1" 30 G 6'-4" 23 B T' 6'-2" 11' 8'-0" 23 8 T-3" 29 10'-0" 24 C 9'-4" 29 g� 1" p 5'-7" 3p G 1T-2" 32 E 15'-7" 34 H 10' o T-0' 25 C 6'-9" 31 G 9'-6" 27 E B. 31 G T-9" 25 C 8-10T-4^ 231 Ci 6'-4" 21 5'-9' 29 1T-4" 29 16'-2' 33 H s 5'-8" 12' T-7" 23 C 7'_1" 29 9'-7" 25 6'-2" 24 B 5'4' 31 G 16'4" 83 E 15'-1" 33 I 11 25 6'-7" 31 G 9' 1" 28 E 9'-2" 29 G 8'-8" 24 8'-6" 29 6'-2" 21 5'-7" 29 1fi'$" 30 15'$" 33 H m CdUsersWe111DacumemMDURALUMUAPMO01561& - Wg. / , x 8'-6" 31 T-1" 25 C 6'-9" 31 G V-0" 24 B 5'-3" 31 G 15'-9" 33 E 14'-8" 33 ) 12' ATTACHED&FREESTANDING SOLID COVERS- 10#LIVE LOAD- 110,120.130 MPH-EXP. B &C 7'1-BEAM 7""1-BEAM DBL.2"x6.5'x0.042' ,DBL.2"x6.5"x0.032" �I�LWx0.042"BEAM o W/(1) C"INSERT W/(2) C"INSERTS ALUM.ALLOY 300YH36 s ALUM.ALLOY 3004-H36 OR ALUM.ALLOY 3004 H36 a G ALUM.ALLOY 6063-T6 ALUM.ALLOY BOS3-T6 OR EQUAL OR EQUAL OR EQUAL z �� a ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLD ATTACHED SOLD FREESTANDING SOLD ¢j'q E SPACINGMAXCOL ?o SPAC SPACING (POST IN)' POIST SPACING OST W) POIST SPN. ACING ( � POST SMPACNGOST N.) POST SA C NG (N) FOPOST IST N. SPACING (IN.)POST ' POST FOR DBL FOR SPACING W) FOIN.ST fSP SPACING SPACING FTC"- POST 5 MAX.PDST � a - v,� SPACING Sr ) (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE TYPE TYPE 3 A fr = ON SLAB (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE2•x65a9113'l BEAM 2•xG.SSN.(= BEAM (IN.) 1-� O rc ffi aCC 13'-7' S' 26'-9" 23 24'-4" 32 G 29'-6" 24 26'-1 ' 33 H 16'-0' 20 16'-0" 29 13'-2" 13'-8' 19 13'-2' 13'-8" 27 a i a r G 26'-9' 26 E 23'-8" 34 H 29'-6" 27 E 26'-2" 35 I 16'-0• 22 B 15'-3' 30 G 12'-7" 2'-10' B 21 12'-3' 12'-T 29 G 5' -� z gyp- C3794,� / 7� 0 25'-3" 24 23'-0" 31 G 27'-9' 25 25'-3' 32 G 14'-7' 20 14'-7" 26 12'-1• 12'-6' 19 12'-1• 12'-6' 27 J w $[ P. 31/ r 11'-4" 6' 5'3" 27 E 22'-4' 33 H 2T-9' 28 E 24'-7• 34 H 14'-7" 23 B 14'-0' 29 G 11'E" t'-9' B 21 11'-2' 11'-0• 28 G 6' m m o 4 22 21' 9"1 3 G 26 2 24' 3 13 6 2 13' - 22C -0 11' 11' ill 7" 223 - .6 E 23 H G0 B 0-B G9,_6. 7 24'-0 8E23' 33H2 -4 - 0 - 7 7' � u 23 23-0' 229 E 20' 120'-3" 332 , 25' 25'-3' 230 E 23' 22'4" 333 12'812'-B" 224 C 12'-82 2 2p8 G 10'60-0" 10 110-2 B 20 10'-6" 9' 10'-110'-0' 227 G 8 0 B' 6" 8' aac�w,_ J 7'-7' 9' 22'-1' 27 20' 1" 33 24'-3" 27 22'-1' 34 H 12'-0" 22 12'-0" 29 9'-10" 10'-2" C 21 9'-10' 10'-2" 27 9' o ��GIAIEE _I 22'-1' 30 E 19'-7" 33 H 24'-3" 31 E 21'-7" 34 I 12'-0" 24 C' 11'-6" 29 G 9' 4" 9'-8' B 23 9'-2' 9' 4' 27 G 1'-4" 27 19'-4" 34 23'-0" 28 21'�' 35 11'-4' 22 11'-4" 29 =9'4" 9-2" 21 9'-0" 9'-2" 28 y], 6'-9" 10 21'-0' 31 E 18'-10' 33 H 23'-6' 32 E 20'-9" 34 11'-4" 25 C 0'-10" 29 G C 238'-9' 8' 6' 27 G 10' ChJ I. 6'-2" 1T 20' 20'-8" 231 E 18'-98 3" 334 I 22'-22 9. 232 E 20'-20'2" 335 10'-10=10" 225 E 10'-110'�, 329 G (; 23 9-08,d• 8-4T_8• 228G z$ 5'-8' 12' 20'-1' 28 E 18'-3" 35 I 22'-1" 29 E 20'-1' 36 J 10'-0" 23 E 10'4" 30 �. C 21 8'7" 7'-8" 28 IL ExR - r� 20'-1' 32 1T-9' 35 22'-1' 33 ' 35 10'-4" 26 10'-0" 30 23 8'-D" T-1' 28 G 12' iY••.� ' -a o i -.p.•1�.1,A ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID y -�" MAXCOL rjo MAX.POST FIG. MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX-POST F . MIN. MAX.POST FT MIN. SPACIMAX-PNG SPACING FTG. MIN.MAXPOST AX.PPOST OS SPACING FTG. MINSPA . i = ON SLING AB (SPAN)33 SPA(SPCING AN) (IN.) POST TYPE (SPCING AN) (IN') TYPE (SPAN)POST SPACING (IN') TYPE (SPPOST CING AN) (IN') TYPE POST SPACING(SPAN) (IN') TYPE POST SPACING AN) (IN.) poiiTYPE rFORDD,SFASL FB�8. (IN.) TYPE TFO oB0 2 FOR 3'- (IN.) TYPE a� a 26'-9' 2 24'�" 34 H 29'-6" 25 26'-1 35 1 16'-0- 20 16'-0' 30 13'-2" 1T-8" 20 13'-2' 13'-B' 29 13'-7" 5' 26'-6" 28 E 23'-1" 36 I 29'-2" 29 E 25'-4" 36 K 14'-10 22 B 14'-7" 31 G 12'-7" 17'-8" B 21 12'3" 11'-6" 30 G 5 25'3' 25 2T-0' 33 H 27'-9" 26 25'-3" 34 H 14'-7" 20 14'-7" 29 12'-1" 12'$• 20 12'-1" 12'-6" 28 'oo ��orvac fi N 11' 4" s E E B G B G 6' sw=4'-10 29 21'-9" 35 1 27'-6" 30 23'-10 36 K 13'-8" 23 13'-4" 31 11'-6" 0'-8" 22 11'-2" 10'-6" 29 u H G r 24'-0" 26 21'-9" 33 H 26'A' 27 24'-0' 34 H 13'-6' 21 13'-6" 29 11'-2' 11'-T 21 11'-2' 11'-7" 28 k w 44,j� 2� ' 9'-B' 7' 23'-8" 30 E 20'-8' 34 I 26'-1" 31 E 22'-9' 35 I 12'-8' 23 C 12'-4" 30 G 10'-8" 10'-0" B 23 10'4' 9'-8' 28 G 7' ` O1 3'-0' 27 2D'-1 32 25'3" 28 23'-0" 33 H 12'-8" 21 12'3" 28 10'-6' 10-1 21 10'-0• 0'-1 ' 27 , a 8'_6. 6' 22'-8' 31 E 19'-9" 34 H 25'-0" 32 E 21'-9" 35 I 11'-10 24 C 11'-7" 30 G 10'-0" 9'-3" B 23 9'-9' 9'-1' 28 G 8 J 7•_7" 9• 2'-1" 28 20' 1" 33 24'-3" 29 22'-1' 34 H 12'-0• 22 12'-0" 29 9'-10" 10'-2' C 22 9'-10" 10'-2" 28 O J 1'-9" 32 E 19'-0' 34 H 24'-0' 33 E 21'-0" 35 1 11'-2" 24 C 17'-0" 29 G 9'-4• 6'-9' B 23 9'-2" 8'-7' 28 G 9 OF 10, 21' 21'-1' 232 E 19'-48'-4" 333 H I 23 23'-2' 233 E 21�20'-2" 334 11'-410'-6" 225 Ci 11'1"0-4" 229 G 9'�8 0" 9'-28-4" C B 224 9 8 9- 9,-27 9• 228 G 10' �y9 nna- 0 m � qs r 6'-2" 11, 20' 20'-4" 233 E 18'-97'-9" 334 22'-22'-6' 334 E 20'-89'-7" 335 i J 10 10'-2' 225 E 10'-9'-10' 329 G 910.B'-7' 8-48'-0" C 224 9-08'-4, 8-4T_1, 229 G 11' m 5'-8 12' 20'-1' 30 E 18'-3" 35 I 22'-1" 31 E 2 I'-1" 36 J 1 OW 23 E 10'-4" 30 G, 8'-7" 7'-8' C 22 8'-7" T-8" 28 M z W 9'-10" 34 17'-3" 34 21'-10' 35 19'-1" 35 9'-9" 26 9'-6" 30 6'-2" 7'-4" 24 8'-0" 6'-7' 30 G 12' rYn' 0r1AL Csj a �w O<� -..2 R ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREES TAND/NG SOLID ATTACHED SOLO FREESTAND/NG SOC/D Y z R Q - 11 •�(nA T MAXCOL a§ SPACING POST W) MOIL MAX.OG (NG' FOIST SPACING NG (IN) PON. IST N. SPACIIN/) (NJ POST TYPE SAC NGPOST N,) POST SPACINGPOSTJ FrG.1 MIN. MIN. T (M) POST S MIN M RING FOR INN (N) POST FOR DBL FOR 97t8T (IN.) POST III O-'j e NO 2 ON SLAB• r (SPAN) TYPE (SPAN) TYPE^ (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE 2•x6.5k0.032- BEAM TYPE 2k6.51c0.037 BEAM TYPE 3 a o m w THG�MAS!SLAY LCL 13'-7" 5' 26'-9" 26 E 24%0" 35 I 29'-6' 27 26'4" 36 16'-0' 22 15'-7" 32 13'-2' 13'-1' 20 13'-2' 13'-0" 27 _ GAMPBE C 5'-9" 29 22'-4" 37 K 2&6" 30 E 24'-8. 38 K 13'-8' 24 B 13'_4' 32 G 12'-7 O'-9- B 22 12'-3" 10'-T 29 G 5' •emu`-' •. ..,... P`2' M 1 V-4" 6, 25'3 4 3 230 E 22'-2V V 337 I K 27 26'-9- 231 E 24'-23'3" 337 I K 14 772'-7" 224 B 14'3.-12'-3' 332 G 12'-1'1'-6" 12 '-10" B 223 12 11'-2' 1 1 9'-8" 228 G 6' 9,_6• 7' 24'-0 3-1" 231 E 21'-6" 34 H 26'�" 29 E 23'A' 35 I 13'-8" 23 C 13'-2" 30 G. 11'-2' 11'-l" B 22 11'-2' 11'-1" 27 G 7' mg 4 w ' 20'-1' 36 K 25'-6" 32 22'-1' 37 K 11'-8' 25 11'-4" 31 10'3" 9'-2" 23 10'-4" 9'-D" 27 �a 6, 6• 6 23' 22'-1" 232 E 20'- 19'-2" 336 H I 25'-24 4' 333 E 22' 21'-2" 337 I K 12 80'-10 226 C 12' 4 0 8" 33p G 10' 60-0, 10'8 7" B 24 10'68 9' 10'B 4" 227 G 6, c c m c 7'-7" 9' 22'-1" 29 19'-9" 34 H 24'-3" 30 21'-9' 34 1 12'-0" 24 11'-8" 29 9'-10' 9'-9• C 23 9'-10- 9'-8• 27 J 1'-3" 33 E 18'-6" 35 I 23'-6" 34 E 20'�' 36 K 10'-3" 26 C 10'-1' 30 G 9'-4' 8'-1" B 24 9'-2" '-10" 27 G 9 0 C6'-9" 10, 21' 20'-7' 334 E 19'-1T-10 335 H I 23 22'-8" 31 E 21'-19'_B_ 336 I J 11'-49 9" 227 G. 11'-19'-7" 230 G 9-4-90, 9 27'-8" C 225 8-48'-4' 8-9- 97'-2" 227mG ,- 31 18'-6" 34 1 22'-9' 32 20'-4' 35 I 10'-1 25 10'-T' 29 9'-0" B'-4' 23 9'-0• 8'-0" 28 <6'-2" 11' ' 35 E 17'-3" 35 J 22'-0" 36 E 19'-1" 36 J 9'-4• 27 E 9'-2' 31 G 8'7" 7' 4' C 25 8'-0' 6'-7' 28.6123" 335 E 18'-0 6'-9" 334 I J 22 21'-3" 337 E 19'-18 6" 335 J 10' 4 9'-0" 227 E 10'-28'-9" 331 H G 8 B'-2" T 8''-10' C 225 8 7 7'�' 7�6' 0" 2 m CiUsers\delhD ^mBAB"UMUMJAPMO 01 9 512-28-1 412-28-1 4 B 2.'n'&2W"4 6 '2 AM,11 x 17 ATTACHMENT DETAILS FOR INSULATED STRUCTURAL SANDWICH PANELS 42,74 ALUM.ALLOY w ROOF SLOPE SHALL BE 1/4" : 12" MIN. c NAL 6063 T6 ? w li 3.200"OR 4.450" owa a EL mae Na C37648 ALLFASTENERS EXP.031311I 3"OR 4 Y4"APPROVED STRUCTURAL SANDWICH PANEL, w SEE TABLE SHEET 4 w 0 a SEE NOTE BELOWzm a o 0 I � aZ 3" OR 4.25" HANGER CHANNEL 0 U HEADER BEAM AND ENCLOSURE WALL SYSTEMS pygL F MUST BE I.C.C. E.S.AND/OR IAPMO E.S. LISTED UNDER 2012 IBC, 5 �Gj 2012 IRC AND/OR 2013 CALIF. BLDG.&RESIDENTIAL CODES. o A ` 148 € OPTIONAL DECORATIVE FASCIA o (WOOD,ALUM.OR HARDBORD) z SQL 9�OF�p� ski FASTENER9,4 3 yqS 1. Gp,Me PANEL TO HEADER BEAM CONN. sEESHEEra EXTRUDED EXTRUDED >' "IR3"GUTTER DRIP EDGE o� SEE SHEET 4 Z. I-BEAM USN `4Gu _ �x (AS SHOWN IN THIS REPORT)vu k z • E>-Pr-/. OPTIONAL RAIN GUTTER a- ' Gt' I CG BEAM A, d (AS SHOWN IN THIS REPORT) o OPTIONAL NON-STRUCTURAL FASCIA m <e 0 U � O n S\ l;LE� � 5•• G,v ' o w'1 No. 317 r 2 :� o�Z. U�dr Tf iOMRS TRAY FVALUATION ED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS a o m CAMPBELL PORT MUST BE ICC-ESR 1230 EVALUATION REPORT AND/OR �T ••. pr UCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS H THE 2012 INTERNATIONAL BUILDING CODE AND/OR a 2013 CALIFORNIA BUILDING CODE, WHICH MUST BE SUBMITTED WITH THE DURALUM m N z o PATIO COVER DRAWINGS INDICATED IN THIS REPORT. i a ..w 3www �a3w OONLL' NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED m 0 x O o m n v � W w 2 m ,Users\deINDULwnenfs\DURALUM\IAPMO 019512-28-14\2-28-14 D 1.dwg,3/1G201422552 AM,11 x 17 SNOWDRIFT AND SLIDING DESIGN c . THE MAXIMUM ALLOWABLE TABULATED SPANS FOR SOLID ROLL-FORMED ROOF w PANELS LATTICE RAFTERS AND BEAMS USED IN THE CONSTRUCTION OF z ATTACHED RESIDENTIAL AND COMMERCIAL COVERS MUST BE ADJUSTED WHERE o w ? W N SNOW DRIFTING AND SLIDING ARE REQUIRED.SEE TABLES, SHEET 51. a G ay, oo o FW U �r u 2 O c gam.0 t G wo5 1t 2wo (J Q U ATTACHED COVER DESIGN ASSUMPTIONS o p g w Lu = 20'-0" MAX. U 1dNAL � � hd = 0.043 (Luf-' (SL + 10)oz6- 1.5 5 WHERE SL = SNOW LOAD, psf SNOWDRIFT �G he = T-6" MIN. hd hO a �o a 4 GROUND SL, psf hd, ft. ' W RF AQ q�OF 25 1.34 (E) STRUCTURE q3 ! 30 1.43 PROPOSED oy 40 1.60 ATTACHED .. .. .. 50 1.75 E— MAXIMUM USED IN DESIGN COVER '-� q J p ; AE1P LL T p ExPGi I �� dam. •A$•�B��Ar z No./S3A 1 � `TH S I FREESTANDING COVER DESIGN ASSUMPTIONS G CAMP13EL.L ; S� y o N ... s...... .... IF S < 20' AND S< 6h, ATE F THEN SITE SPECIFIC ENGINEERING IS REQUIRED. OM r d=OA`w w zg wow "" (E) STRUCTURE mlzo PROPOSED <�wo FREESTANDING COVER m 0 m O o n - W W r N .. ___,.._mn,m"mentslDURALUM"APMOa1"\2-26-1412-28-14D1.dw9,3/1620142:26:44 AM,11 x17