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14110097 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10460 MADERA DR CONTRACTOR:QUALITY FIRST HOME PERMIT NO: 14110097 IMPROVEMENTS OWNER'S NAME: CITRUS HEIGHTS,CA 95610 PHONE NO:(916)788-2921 LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION:RESIDENTIAL COMMERCIAL �r^ INSTALL(N) 10' X 14' ALUMINUM PATIO COVER License Class_ Lic.# Jo"7J 7 ContractorV(u� I�1V �`tSJ 1Ne-"I ate7— I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000)of Division 3 of the Business&Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the Valuation:$5872 performance of the work for which this permit is issued. Sq.Ft Floor Area: have and will maintain Worker's Compensation Insurance,as provided for by Ar Section 3700 of the Labor Code,for the performance of the work for which this APN Number:32635048.00 Occupancy Type: permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct.I agree to comply with all city and county ordinances and state laws relating WITHIN 180 DAYS OF PERMIT ISSUANCE OR to building construction,and hereby authorize representatives of this city to enter T CALLED INSPECTION. upon the above mentioned property for inspection purposes. (We)agree to save 180 D indemnify and keep harmless the City of Cupertino against liabilities,judgments, / costs,and expenses which may accrue against said City in consequence of the sued Date: granting of this permit. Additionally,the applicant understands and will comply with all non-point sour egulations per the Cupertino Municipal Code,Section 918. Q RE-ROOFS: Signature v' All roofs shall be inspected prior to any roofing material being installed.If a roof is installed without first obtaining an inspection,I agree to remove all new materials for inspection. ❑ OWNER-BUILDER DECLARATION Signature of Applicant: Date- I hereby affirm that I am exempt from the Contractor's License Law for one of ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER the following two reasons: I,as owner of the property,or my employees with wages as their sole compensation, will do the work,and the structure is not intended or offered for sale(Sec.7044, Business&Professions Code) HAZARDOUS MATERIALS DISCLOSURE 1,as owner of the property,am exclusively contracting with licensed contractors to construct the project(Sec.70441 Business&Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health&Safety Code,Sections 25505,25533,and 25534. I will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the declarations: Health&Safety Code,Section 25532(a)should I store or handle hazardous I have and will maintain a Certificate of Consent to self-insure for Worker's material. Additionally,should I use equipment or devices which emit hazardous Compensation,as provided for by Section 3700 of the Labor Code,for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the Health&Safety Code,Sections55 25 I have and will maintain Worker's Compensation Insurance,as provided for by ,and 25534. Section 3700 of the Labor Code,for the performance of the work for which this Owner or authorized agent- Date: permit is issued. I certify that in the performance of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the Worker's CONSTRUCTION LENDING AGENCY Compensation laws of California. If,after making this certificate of exemption,I become subject to the Worker's Compensation provisions of the Labor Code,I must I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued(Sec.3097,Civ C) forthwith comply with such provisions or this permit shall be deemed revoked. Lender's Name APPLICANT CERTIFICATION Lender's Address I certify that I have read this application and state that the above information is correct.I agree to comply with all city and county ordinances and state laws relating to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes.(We)agree to save ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit.Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section Licensed Professional 9 18. Signature Date CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION \` 10300 TORRE AVENUE•CUPERTINO CA 95014-3255 ` (408)777-3228•FAX(408)777-3333•building a0cupertino.org \ CUPERTINO ❑NEW CONSTRUCTION ❑ ADDITION ❑ALTERATION/TI ❑ REVISION/DEFERRED ORIGINAL PERMIT# PROJECT ADDRESS, 04q� J'eJbt ��, APN# OWNER - MAIL STREET ADDR£v &U ��Jn�`_\ � CIT}(, STATE�h Y U/ FAX CONTACT NAME G t `PHONE E-MAIL des _ Su ( � V a v\� I uc/s-- q I- 33- STREET ADDRESS O n-r vA_J CIT STA E,ZIP w. a,^ FAX Jnaa- ❑OWNER ❑ OWNER{-BUILDER ❑ OWNER AGENT ❑ CONTRACTOR ❑CONTRACTOR AGENT ❑ ARCHITECT ❑ENGINEER ❑ DEVELOPER ❑TENANT CONTRACTOR AME LICENSE NUMBER LICENSE TSE BUS.LIC# CoM NY N ME E-M9,�L FAX 7F'"'5 rr.s r5 w►>e, STREET ADDRESS CITY ,, TATEZIP PHONE e-1-5-65— s�ti�.s 1� '-�µ'5 ��, its e �+ �s��� �� s=�� ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS.LIC# COMPANY NAME E-MAIL FAX STREET ADDRESS CITY,STATE,ZIP PHONE DESCRIPTIOiOF'^SRK DtA,�G� II�WV U xv �fJU (L W10 k ej -6,p -� t V�ICAuIf'LC� f� EXISTING USE PROPOSED USE CONSTR TYPE #STORIES USE TYPE OCC, SQ.FT. VALUATION($) EXISTG NEW FLOOR DEMO TOTAL �^ AREA AREA AREA NET AREA LtU h 7 Z, BATHROOM KITCHEN OTHER REMODEL AREA REMODEL AREA REMODEL AREA PORCH AREA DECK AREA TOTAL DECK/PORCH ARE I GARAGE AREA: DDETACH ❑ATTACH #DWELLING UNITS: IS A SECOND UNIT ❑YES SECOND STORY ❑YES BEING ADDED? DNO ADDITION? [:]NO PRE-APPLICATION El YES IF YES,PROVIDE COPY OF IS THE BLDG AN ❑YES - ,i„ -c>� TOTAL VALUATION: PLANNING APPL# ❑NO PLANNING APPROVAL LETTER EICHLER HOME? By my signature below,I certify to each of the following: I am the property owner or aut orized agent to act on t e prop al£ I have read this application and the information I have provided is correct. I have read the Description of Work and verify it is accurate. I agree to comply)vI h all applicable local ordinances and state laws relating to build' nstructio I authorize representatives of Cupertino to enter the above-identified property for inspection purposes. Signature of Applicant/Agent: SUPPLEMENTAL INFORMATION REQUIRED P ccKir� ,, r goUiuvcsLlP.x . },_. New SFD or Multifamily dwellings: Apply for demolition permit for x 4a �; O R;THE-COUI�TER� �' ❑�BUII.bIi\G PLAN RE�IES�I' � � � �' existing building(s). Demolition permit is required prior to issuance of building �� ^ ,' permit for new building. EX�RES aPP. h a b _ , �� ❑ REVIEW _Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ;Cly sTa�nD "K © rvBLlcwoRxs ' form if any Hazardous Materials are being used as part of this project. � LARGE � w r k ❑ FTRF DEPT { _Copy of Planning Approval Letter or Meeting with Planning prior to a3 I �-�„�MAJUR �� fi �,�'� ,❑a SA�iTTAR�SERER DISTRICT submittal of Building Permit application. r B1dgApp_2011.doc revised 06/21/11 CITY OF CUPERTINO FEE ESTIMATOR-BUILDING DIVISION ADDRESS: 10460 MADERA DR I DATE: 11/18/2014 REVIEWED BY: MELISSA APN: 326 35 048 BP#: *VALUATION: $5,872 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Duplex PENTAMATION 1 R3SFDADD USE: p PERMIT TYPE: i WORK INSTALL N 10'x 14' PATIO ALUMINUM PATIO COVER SCOPE Phwib. Plum C'hccl, 1' i l r;ec- Ll.��tr. Pot,mill�ee: Pl mb. Permit Fee: +�.�c P'rp i l',;.. .. Elother Plumb Ins'n. Jarit. I,as/�. L wiz: Tlttntb. Insp. Tee: /lec. Ins Fee. NOTE: This estimate does not include fees due to other Departments(i.e.Planning,Public Works,Fire,Sanitary Sewer District,School District,etc). These fees are based on the prelimina information available and are onl an estimate. Contact the Dept-for addn'1 info. FEE ITEMS fE e Resolution 11-053 Ef 7/1/131 FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 L_ILOJ s.f. Patio Cover/Sun Room Suppl. PC Fee: (F) Reg. ® OT 0.0 hrs $0.00 $716.001 1PATIOMETA Metal PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. Fee: Reg. Q OT 0,0 1 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 FT Zcit2rrrfarl',Ii�° /'cc: 0 Work Without Permit? ®Yes (F) No $0.00 G Advanced Plannin&Fee: $0.00 Select a Non-Residential G Building or Structure 0 j',-W2e1 00cu"newalion Fees: 'A Strong Motion Fee: 1BSEISMICR $0.76 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $1.00 —_ S $1.76 $716.00 TOTAL FEE: $717.76 Revised: 10/01/2014 -TAS+0' R nem �U ,c MeAerc.' 4ue— coue-�r Ck&' C-r \'\' o C-'t" Ci j bl� �p al�✓l'ti�� 4 1 3 t�qrr 4A'0 F � I z/ ¢ � 13 �° Irk o AIS t O / V r� Y�,o�r PLANS CIIECKED BY New r ,X DATE w COti1l%'lUNITY "DFE, El OPMEN1- I-PARTNIENT Gove< UiLDII�;C ��iVISION CU�'FRTINO p NTNG DEF' • APPROVED G Sera e�t� I_ �d This set of plate kept ', the DATE j sitne a-e du :7 tr.cuon. Itis ur r,4t J to make any eh'7ngos or. <jit,:r:3tions on same, Or to deviate / therefrom, �'� ,`1r t F 1Ading _.. -fir,fovai ;fom tfl��� '" Official. j� The Stamping ;;;an and speril-i . ,ns SHALL NOT be held to per :; n apprcvai Of the violation of ��tate aw. UCEIVED NOV 18 2014 OFFICE COPY BY P f ' CUPERTINO " Bwlldinl Depatrent REVIEWED FUIR CODE COMPLIANCE Review--d9 r ak--Its 'j. SOLID PANEL STRUCTURES OF ROOF OOVERHANG, ATTACHMENT CHANN L OVERHANG, ATTACHMENT CHANNEL OR WOOb, SEE DETAIL A,B& OR WOOD, ROOF PANEL SEE TABLES SEE DETAIL A,B&C, LPNG ROOF PANEL SEE TABLES NEE 8 `CSMGry NCRETE OR AN Ty OF CONCRETE OR SHEET 4 FOR ROOF aNp S Ops 1j RY WALL ? �f SHEET 4 FOR ROOF SHEET 8 D Sygtt Ivor TRtICTURt MASONRY WALL PANEL ATTACHMENT TO Tact NOTA TURRV S T 8 PANELSUPPORTING WALOL TyFpRO C C!SS rVARIEe SEE SHEET B SUPPORTING WALL MIN.0.25"SLOPE PER FT. yEpRO�ECj NS TyAN HANGER&BEAM. TIOq/ 11A11! HANGER&BEAM. + O.H S? 0' by "O.H.'NOT TO EXCEED 250/6 'O.H."NOT TO EXCEED 25% ui o OF ROOF PANEL OF ROOF PANEL ALLOWABLE SPAN ALLOWABLE SPAN SEE DETAIL 11,SHEET 12 SEE DETAIL 11,SHEET 12 SSM S FOR MANDATORY SPLICE. pQ Sp,1N/ BEAM-SEE TABLES FOR NO BATORY EAM SPS CE AT l'OSTSpaN� BEAM-SEE TABLES NO BEAM SPLICE AT SES Sj'AC//yG FOR POST SPACING SFS AC/qrG EXTERIOR POSTS. agtCes EXTERIOR POSTS. 1,gBCFS $ oy O.y. POSTS SIZE VARIES SXC Nor rp POSTS,SIZE VARIES 2So OT TO 2v SEE SHT.11 FOR MINIMUM OF FEO2S% SEE SHT.11 FOR MINIMUM Ox8CSEO BEq/y NUMBER OF REQUIRED COLUMNS �MatLOia Y NUMBER OF REQUIRED COLUMNS ACLOWagtBsp AI $ 8tt;Sp�4N J $a 31/2'SLAB ATTACHMENT 31/2"SLAB ATTACHMENT W MAY BE USED MAY BE USED NOTE:NO SPLICE AT IOR POSTS WHERE PERMITTED. o WHERE PERMITTED. � �I � Lu o SEE TABLES U ='12' NOTE.TACH COMPONENT IS 110 NOTE:EACH COMPONENT IS INTER- -° �'' �CHANGEABLE WITH ANY OTHER Q _ FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUIRED �} SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. SEE TABLES COMPONTENT UNLESS OTHEFISHOWN. � fl C _.• 1� TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W! CANTILEVER O �It�N r> m Co L � ROOF PANEL SEE TABLES Cfi tFNGT ° w > SHEET 4 FOR ROOF PANEL NGTy Op ROOF PANEL SEE TABLES y OP S ` MIN.0.25 SLOPE �llqljrfjoat J � yMIDI � ATTACHMENTTO SRUCTtr SHEET 4 FOR ROOF PANEL PER FT OH o � >SUPPORTING BEAM. O.W. VARISATTACHMENTTO FS ' 1�{Z *`Y SUPPORTING BEAM. O.H P o O.H Sp SP )E O.H. NOT TO EXCEED 25/6 "O.H.'NOT TO EXCEED 2596 - -- - — R R D OF.ROOF PANEL --•- -- ---— --.:_.... ._.. ... _-._-- . _ OF ROOF.PANEL Yt ALLOWABLE SPAN ALLOWABLE SPAN J� xr�bt•, .• SEE DETAIL 11,SHEET 12�/ Q 0 �. SEE DETAIL 11,SHEET 12 YHOMA31, •'. FOR MANDATORY SPLICE. 8�M$p FOR MANDATORY SPLICE. � Spq/y� BEAM-SEE TABLES ° w CAMPBELL + NO BEAM SPLICE AT '4N -BEAM-SEE TABLES NO BEAM SPLICE AT rSp o z SFF T Sp G FOR POST SPACING EXTERIOR POSTS. S8fi TAgS NG FOR POST SPACING �y 0150 EXTERIOR POSTS. Tab I( � ►_ ,•r CSS • • POSTS,SIZE VARIES � POSTS,SIZE VARIES �A'or VIL T NOro op Bf? . ' •. OF ..., 8 " AL WA&LE ,fg 31/2"SLAB AttoW 3112 SLAB tO MAY BE USED BjEgpAN MAY BE USED TO CONSTRAINsI'Ip� Ld TO CONSTRAINW } FOOTING,SEE FOOTING'SEE • TABLES ,!: + TABLES <� $o fb ac FOOTINGS �; •rtn FOOTINGS SEE TABLES Q� 14 631T�S1S12 SEE TABLES NOTE:EACH COMPONENT IS INTER- NOTE:EACH COMPONENT ISINTER- o CCHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER MOMS RAY COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. o t � w �� TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION T HEADER BEAM TYPES 1.52' GMER EXT.CLIP z 1. 9' SPLICE1 T-0.128• V I T=12 GA. INSERT 0 SPLICE WHERE I ASTM A653SS WHERE ALUM. -6i N WHERE OCCURS�I GRADE 50 CP60 3.0 OCCURS ALLOY06 u, r SPLICEn 0 OCCURS I 032, Q 2 7` WHERE 1 i 1 4.6' ALUM. 6.856' 7.0' 0.73" OCCURS II II 4.0` 0.07b" ( �1 3A' 7YP• 0.065' 1 TYP 036' TYP. II If 2 , I TVP. i �3.o w Q co I I m y 2S _______� 3"SQ.x0.032"ALUM. BEAM 10.375• 0.00 E W/12 GA. STL. "U"CHANNEL 2.s3- 3.0• --3.0" 4.00" ASTM A653 SS GRADE 50 CP60 i•75' o 6.5" ROLLFORM a.0• GUTTER FASCIA MAG BEAM C 4" f-BEAM D 4.5" MAG GUTTER 7" I-BEAM A ALUM.ALLOY B ALUM.ALLOY ALUM.ALLOY ALUM.ALLOY 25• F ALUM.ALLOY 6063-T6 3004-H36 6063-T6 6063-T6 6063-T6 G W! 1 "C" INSERT ALUM.ALLOY 6x063-T6 4 1G2AOR W/ 2 "C" INSERTS 51 l e s A H ALUM.ALLOY 6063-T6 a AM SS GRADE so CPN NOTE: Q 0.0427 WI IERE'C'INSERT OCCURS AS SHOWN IN u z Q.• - •rYP a.o• 8 10. SPAN TABLES,IT SHALL BE INSTALLED THE FULL LENGTH OF THE 7"1-BEAM. w' o.o4r 0.042' z TYP. TYP. 0.82b' I 2.0 30' 2.0-moi 2.875" EACH H BOTTO4M TOP ANI }�- SHALL BE TMAX. A BL2"x6f'x0.042" 3"x8"x0.042"BEAM EACH MORE� s oc N R a o D12AL-k IIW/14 GA. STL. INSERT ALLOY 3004H36 30'--N s o` 3A•-�! M ASTM.0653 GRADE 50 CP60 CUT FLANfS tPEND LU OR EQUALMAX �t W DBL. 2"x6.5"x0.032" K 3"x8"x0:042" BEAM . 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM U ALUM.ALLOY 3004-H36 ALUM.ALLOY 3004-H3fi Q_RBL ALUM.ALLOY 3004-H36 W/12 GA. STL, INSERT o EQUAL OR EQUAL OR EQUAL N ASTM A653 GRADE 50 CP60 aq c:) 0 NOTE:WHERE 12 AND 14 GA.STEEL INSERTS �- OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH ,-._t Lt-► L E • - n ._ 1 OF Tkflzs 3'k8 BEAM. T=42 OR V As GA. COLUMN / POST TYPES LU tea GRADE50 =3"SQ.xt=0.188" OR G1aAtk�l'LI. .. TY Q_ o.osi• H =3"SQ.xt-0.250" ?90z 0.042 =3"SQ.xt=0.313" ' L___jPLASTIC J =4"SQ.xt=0.188" � '� •• ,b�• 1.00' PLUGS 4.0" 6 5' =4"SQ.xt=0.250" MAX. .040"ALUM. DBL. 3"x8"X0.042" BEAM .048-STEEL @?4' . 0.. W/ DBL. 14 GA. STL. INSERT 3.0' e�sloE 3.0' .28' 3.07 � k :» •� ALUM.ALLOY 3004-H3B •032' 0R � �,f�i;g.I41 S1l X272 i j i'OR EQUAL i' ALUh4- i I 0.07' 3.0. oR Q, DBL. 3 x$ x0.042 BEAMIP. 4A• ' t"Ic?SIr�S I�IY �` L 12 GA. STL. IN �- -3.0•---� CIi{� L3 SQ. ALUM. POST g `L (' ►* (P>��AL6M.ALLOY 3004-H36 CB:ALUM. S . ALUM POST 3"SQ.ALUM. POST 1� �30•� o 0 OR EQUAL ALLOY 3004-H36 ALUM.ALLOY 3004-H36WITH SIDEPL-ATES MAG POST 3.o'oRa.o• w NOTE:WHERE 12 AND 14 GA.STEEL INSERTS OCCUR AS HEIGHT LIMITED TO 3"SQ. STEEL POST L.1ALUM.ALLOY 3004-H36 ALUM.ALLOY SQ. STEEL POST SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 10'-0"MAXIMUM. THE FULL LENGTH OF THE 3"x8"SEAM. ASTM A653 GRADE 60 CP60 OR EQUAL 6063-T6 ASTM A500 GRADE B T EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS NOTE: TING ROOF OVERHANG DESIGN LOADS: 3/18'STEEL NOTE:BRACKET CAN BE LOCATED 1.EXISTING z A34 FRAMING ANGLE g" C 1!4'0 HOLES,TYP. ANYWHERE ON EAVE. RDL-3 psf(h7IN)TO 8 psf{MAX)ALL-20,25,30,40,&50 psf 2.EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1200 psi. O NOTE'PROVIDE WATER SEE TABLE 2 z O TYP.BRACKET PROTECTION METAL FLASHING 0 0 1, FASTENERS,SEE TABLE 3 AT EVERY 2x CAUCKJOINI'S ANO SLOPE 960 8' o TO DRAIN(OPTIONAL) R.F.OR EXT.HANGER LEDGER OR WALL HANGER o o CHANNEL,2X OR 3X EXISTING EAVE ALLOWABLE PROJ.70 BEAM WITH FASTENERS OVERHANG SEE TABLE 1 RAFTER BRACKET 2x WOOD STUD,PER TABLES 3&4 (2 ) 2 0R2c61E0GER of MASONRY OR 1 114' 1'MIN CONCRETE WALL ALUM. PANEL 2X OR EXIST.RAFTERS AT RAFTER o g0 3x ALUM.RAFTER 24'O.C.AT ROOF 3L= {3}#tdx31/2'W.S EXIST.FASCIA BOARD OVERHANG 1'h111 N� p ALLOWABLE PROJ. EXISTING EAV TO BEAM OVERHANG I NOTE;PLACE.'SIKA FLEX'OR SIMILAR SEE TABLE i (24'MAX.) MATERIAL BETWEEN BRACKET AND COMP. NOTE:BRACKET MAYBE F y MOUNTED BELOW RAFTER SHINGLE ROOFING TO PROVIDE SEAL W!SAME CONNECTION'S. A EAVE CONNECTION B WALL CONNECTION ALTERNATE EAVE CONNECTION $ NOTE:WALL LEDGER IS NOMINAL LUMBER SIZE 2'x6'(AT 27th Yz" (', MINIMUM RAFTERS),NOMINAL 2•x8'(AT37t8`MINIMUM RAFTERS) NOTE:THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS OR•KILN-DRY WOOD•FILLEO 2'x8 V OR 3x8'ALUMINUM SECTIONS. WITH A 14 psf MAXIMUM DESIGN LOAD. TABLE 1 TABLE 2 T RooF PANEL TABLE 4 ANCHORS INSTALLED TYPE AND NUMBER OF FASTENERS REQUIRED A INTO CONCRETE WALLS OR RAFTER CONNECTED TO.EXISTING ROOF OVERHANG WITH 6=INCH MiN.THrC.4 ES-S o A EXISTING MAXIMUM PROJECTION +i A -SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBER AND TYPE FRAMING MEMBER ( ) " COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (B)-SIMPSON A34 FRAMING ANCHOR USING 809112 SCREWS WITH 2x FULL DEPTH WOOD SCAB FULL LENGTH OF LUSL OF FASTENERS LUSL OVERHANG 110,B 110,C 120,•B 120,G 130,B 130,C RAFTER TAIL -''g 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. AT�. � Yz"0 31MPSON STRONG-BOLT 2 3S 9x 2"x 4"FULL 26'-0" 26'-0" 26'-0° 25'-2^ 25'-4" 2o'-7,r 14 2"x 6"NOTCHED Lu 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.8&C) (EXP.B&C) {EXP.B&C) {EXP.B&C) (EXP.B&C) )p 0 SIMf�N®TRONG BOLT1�5 2"x6"FULL OR „ „ r „ a 10 26-0 26'-0" 26'-0" 26'-0" 26'-0' 261-17 f- 110 120 130 11 d 120 130 110 120 430 110 120 130 110 120 130 110 120 130 20 AT 48'o.s�(a 62 2"x8"NOTCHED 2"x$"FULL OR „ „ ,_ „ „ „ ,_ „ 5' (A) (A) (A) {A) (A) (A) (A) (A} (A) {A) (A)• (A) (A) (A) (A) (A) {A} {A) 2"x10"NOTCHED 26-0 26.0 26 0 26-0 26 0 26 0 25 A�s'Q�oNtRONs;BOLT ss 0 6' (A) (A) (A). (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (13) (B) (B) 2"x 4'FULL 26'-0" 26'-0" 26'-0" 25'-2". 25'-4" 20'-7". c t3 „ „ r „ „ , „ „ " 7' (A) (A) (A) (A) . (A) (A) _ (A) (A) (A) (A) (A) (A) (A) (A)- (A) (B) (B) (R) Ys'0 Si RO OtT 2'x 8 NOTCHED 26-T' 26-0 26'-Om 26-0 26-0 26!-0 30 AT 36`05- 819 • 8' (A) (A) (A) EA} (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) {B) (B) Lj 20 2wx8"FULL OR 26'-0" 26'-W 26'-0" 26'-0" 26'-0" 26'-0" , t 2 x8 NOTCHED 9 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A}. (B) {B) {8} (B) (B) (B) w0SIMPSONSTRO LTZ35 , 1)dIli 4� AT 38"Q.C.(a,b) C� M. 2"x8"FULL OR 26'-0" 26'-0" 26!-W 26'-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A)' (A) (A) (A} {B)' {B) . (B) (B) (B) {B) (B) (B) (S) 2"x10"NOTCHED 2"x4"FULL 26`-0" . 26`-0" 26=0" 2b`=2" 25`-4"' .2(3'-7' 11' (A} (A) {A) (A) ( (A� ( (� @) (B) (t3) (B) (B) (B) (B) (B) (B) (B} Yz Q1SIMPSONSTRONGSOL�SS. m AT 24'O 11J 2"x 6"NOTCHED 28,_0„ 26'-0" 26'-0" 26'-0" 26=0" 26'-0" 12' (A) (A) (A) (A) (A} (A) (B) .. (8) (B) (�) (B) (B} (B} (g) ($) (B) (B} ($) , r :. s� 6 2-x6"FULL OR „ „ „ ,_ „ 3 " 26'-O- 26-0 26-0 26 0 26-0" 26-0 TABLE 3 w U ••• •• 25 2"x8"NOTCHED _ TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER > - i4{ 5+ 2"x8"FULL OR - - OR—�F PAN9L RATCTZ�XISTINGWOiSt>'=STUD WACCFRAMING 'FOOTNOTEs�T 4 - .•-•• 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" ,,i� t�.!"�4i 2"x10"NOTCHED a. EMBED ANCHOR 3"MINIMUM INTO 8� 3fc TOMA8I' ' 2"x 4"FULL 16'-0" 16'-0" 161-W 16'-0" 16'-0" 16'-0" (C)-(2)Ye DIAMETER LAG SCEWS �' CAAIi�6E!L ► , (Q)-%"DIAMETER LAG SCREW CONCRETE WALL AND INSTALL IN z r " " " " " _� '-3" - ACCORDANCE WIHT ESR-3037 5� 2x6 NOTCHED 10 10 10-10 10-10 9-2 9 E 3 ( )-/ DIAMETER LAG SCREW o l ) 2"x6"FULL OR (F)-1"DIAMETER LAG SCREW b. USE 3"SQ.YY"STAINLESS STEEL F ,' 30 „ 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" e IL .; }' 2x8 NOTCHED WASHER WHEN INSTALLING NEW °a p i°+ ;'• •' �'� 2"x8"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. WOOD LEDGER AGAINST EXISTING '`•'` 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 2"X10"NOTCHED p WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED CONCRETE WALL. 2 X 4 FULL 11-7 11-7' 11-7 11-7 11-7 _ 11-7 m (EXP.B&C) (EXP.8&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) c.WHERE ROOF PANEL RAIL OCCURS, n " , " , r . „ . rt t " , " " „ " 110 120 130 110 120 130 110 120 130 110 120. 130 110 120 130 110 120 130Ld r yf USE 'DIAMETER LAG SCREW IN } 2 x 6 NOTCHED 15-6 15-6 15-6 15-6 15-6 15-6 �� m 5' (C) (C) (C) (C) (C) (C) (C) (C) {C) (C) (C) (C) {Dj (D) (D) (Dj {D) (D) LIEU OF(2)Y4'DIAMETER LAG • ' 40 2"x6"FULL OR 19'-fi" 19'-6" 19'-6„ 19'-6" 1g'-6" 19'-6" SCREWS. 2"x8"NOTCHED 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) $�o 4i'i P l}I16iG? 2i 2"x8"FULL OR 26'-0" 26'-0" 26'-0" 26-0" 26'-0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 2"x10"NOTCHED s Tl iGVA►S IMV 2"x 4"FULL 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) D) (D) (D) (E) (E) (E) v GA)►( Ir(y 2"x 6"NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) {D) {D) (D) {D) {Dj (Dj (D) (E) (E} (E} co co '' 2"x6"FULL OR " ,_ „ ,_ ,r ._ " ,_ „ ._ „ 10' (C} (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) �1 "• 50 2"x8" NOTCHED 15-3 15 3 15 3 15 3 15 3 15 3 z 11' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) .(D) (E) (E) (E) (E) (E) {E} cn 2"x8"FULL OR 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" , 2"x10" NOTCHED 12 (C) (C) (Cj {D} (D) {Dj {D) (D) (D) (D) (D} (D) (E) {E} (E} {E) (E) (E) ------------- HANGER CHANNELS AND MOUNTING BRACKETS FASTENERS, T=.060" TYP. r 2.740" SEE TABLE 3,SHEET 4 FASTENERS,\ •078 U 1.60" SEE TABLE 3 SHEET 8 300' 06 .25'R T=.060" ALUM.3004-H36 .05 FASTENERS U 150 01Q290' 202" FASTENERS, SEETABLE3SHEETB O� � t=0.04" ct D.fA SEE SffEET 4 0 " Q to o 563" 281" _ .20005" A 3" a 06 c-i 6�i CONTINUOUS A-RAIL 0 W a OROOF PANEL y (WHERE OCCURS) 00. ro o FASTENERS o r' ri SEE SHEET 7 .06 " FASTENERS, ur FASTENERS, 3' 3" SEE SHEET 4 ALUMALLOY [ +� 1.75" ALUMAtLOY 6063-T6 }--1.880 . SEE TABLE 3,SHEET 4 5 eM ALUM.ALLOY ALUM.ALLOY 6063-T6 6063-T6 $ ROHANGERLLFORMED © EXTRUDED HANGER/CONNECTION. O I.R. HANGER "H" BRACKET r NOTE:THIS CONSTRUCTION IS LIMITED TO 20 psf 10#L.L._(2)#14 SMS EA.SIDE MAXIMUM.SITE-SPECIFIC ENGINEERING-REQUIRED 1 it.---2 t�--20#L.L.-(3)#14 SMS EA.SIDE 9- AT ROOF LOADS EXCEEDING 20 psf. V � �r �Ql (3)Y2"0 LAG SCREWS XEACH - —-- -_- "---- BEAM SPLICE TO o i #14 SDS _ 3!4"OR 1 1/2" OCCUR DIRECTLY OVER 518"0 PLASTIC "g ! + f " e PLUG WHERE 9 _ 3 PER SIDE POST.NOT PERMITTED d 2 x 6 i12' OR 8 SCREWS tt Ca3 2-POST UNITS SCREW!S IbOr � w t° 5" IN. 3"x 8"ALUM. P R•SIDE j V g _ E ( RAFTER 5 #14 SMS MAY z zr�. 314"OR 11/2" BE USE AS ALTERNATE TO • ' f� •: .. � U-BRACKET1l4"21 BOLTS" XISTINGWOOD STUD FRAMING 8"BEAM\ll3x8 ALUM. LltN STUCCO t HEADER Q ORa 3-112"LAG SCREWS L,L.=10 psf SEE NOTES I "P 0 ft, 2 EACH 1/2Yl x 3-1/2"LAG SCREWS Ll=20 psf BELOW I ! 6 1J2"SIDEPLATE EA. (E) STUCCO 3,Fx8„ALUM. (2•MIN.PENETRATION INTO EXISTING WOOD STUD) SIDE SEE POST SCHED. fir? ,y 2, RAFTER #14 SMS EA.SIDE 1�tSt?B' PENETRATION BRACKET TOP MID HEIGHT `Q NOTE: LENGTH OF LAG SCREW SHALL PROVIDE NOTE:USE LEDGER WHERE RAFTER SPACING. AND BOTTOM. 3"SQ.POST BETWEEN SIDE PLATES ;D EXCEEDS EXISTING STUD SPACING.SEE TABLE 3 SHEET 8. _ THREADED PORTION OF SHANK COMPLETE PENETRATION INTO EXISTING CORNER STUD. HEADER BRACKET 2 RAFTER T4 STUD WALL CONNECTION 3 _ BEAM TO POST CONNECTION 8 . . �a •' 1 1/2'OR 21LATTICE #8 S.M.S. #8 S.M.S.EACH SIDE ' qRB I' " EXISTING ALUMINUM MEMBER WITH o Z CAMPBELL. ► y ALTERNATE 10' DOUBLE RAFTER- ” WOOD FILL OR DBL.3'x8'x0.042 BEAM BOLT CONNECTION PLAN 2 LATTICE 1 112 OR 2" SHEATHING o R �c NOMINAL LEDGER OR DBL.2'x6.5'x0.032"/0.042'BEAM p �� • ALTERNATE:" C:•cpi�..�,,:..,�f.. (NEW OR EXISTING) t= � GWIL. 4414 S.M.S.EACH SEE NOTE,DETAILS, a o RAFTER TO COL. R S SHEET 8 '�•. •� �►.hd CONNECT.(8-TOT.) 2'x6.5"OR 3"x8"RAFTER S 1° 0 01 " 0 ALTERNATE:1/2"BOLT t. i a 4.5.0 6' ALTERNATE: �? %I (2)SIM1IPSON SDS25800 y z m (2)-#14 S.M.S.EACH RAFTER '+ w c=: {�«' ,• 1° co TO COLUMN CONNECTION r 518°O ACCESS HOLES (4-TOTAL) c INSTALL 6-#14 X%" Q y " 3'x 3"STL.POST(24') ° ALTERNATE: 3"SQ.POST LONG SDS @ EACH I`• I)47ki67J)2 1 INSERT ATTACHED OR (2)-2x6.5'OR - ALTERNATE: �` HEADER TO COLUMN 3 x 3'STL POST COLUMN (2}3'x8'HEADER (2}2x6.5"OR(2)-3"x8"HEADER t� EXISTING (12 FASTENERS PER i 440&lAS MAY � FOR FREESTANDING 1"STUCCO OR EQUAL CONNECTION � (2}1!2'BOLT ALTERNATE: ) 0 • I�at`I�I�I+�I� � 3x3'x0.024" (1)-1/2"BOLT OR 2.6"PENE.INTO EACH W000 STUD O m' 2'X8.5"SIDEPLATE CONNECTOR (2)-#14 S.M.S.EACH RAFTER ui EXIST. STUCCO/ LEDGER DOUBLE HEADER TO � DBL. RAFTER/ DBL. HEADER CONN. STUB COLUMN TO DOUBLE HEADER CONN, ATTACHMENT DETAIL O COLUMN DETAIL O COLUMN I POST SURFACE MOUNT AND. FOOTING EMBEDMENT DETAILS I MIN. NUMBER OF REQ. COLUMNS Z ie zQ u8 (� ATTACHED ATTACHED ONLY STEEL POST ONLY: > 'r BRACKET @ 3-SO.POST t ALUM-rBRACKET USE WITH ALTERNATE FTG. FOOTING &ANCHOR BOLTS I y USE POST TYPE 0 W/(4}#14 SMS EA.SIDE OF POST POST TYPE B,C,D,OR E. i F,G,H,I,J OR K `sd o 0 OR 1/2'M.B.THROUGH POST USE(2)-3/8'0 SIMPSON E E g POST,- STRONG-SALT 2 33 CUBE SIZE SQ t8'DEEP 'CUBE>7a. SINGLE POSTS t t O POST FOOTING SIZE' Bol EMBED' STEEL."T'BRACKET USE WITH 18' 18"SQ. 12' 112 DEPTH OF POST TYPE B,C,D,E,F,G,H,J OR K. 20" 21'SQ, 12' 23'&24-CUBED(I) (2}I/2 0 31/4' FOOTING OR j USE(2)-3/8°0 SIMPSON 12'MIN.EMBD. ( t 8 (2)-318'0 STRONG-BOLT 2 SS STRONG-BOLT 2 SS 22" 25'80. 16' 1!'EMBEDMENT DEPTH 25°-3W CUBED(t) (a}tlz'e 3 114• ) EA BRACKET TO SLAB. 24" 28'.SQ. 20' MINIMUM DISTANCE TO (FOR STRONG-BOLT 2 SS) 4• EDGE OF SLAB OR .28 32"30. 23' 31--34'CUBED lL CRACK=12' 28' 35"SQ. 25" 4 314' W MIN.EMBEDMENT) Q 28 3'-39-CUSED(t) (4)314'0 .4 Lu > 36' 39"SQ. cn o: g DE d 32' 43"SQ. 301. 40•-42'CUBED(I) (4}3/4'0 4314° (1}1/2'OM.B. �'<: •. 34• 47'SQ. 32' x8'LONG,1" '.e'•bd'•a, a a p POURED CONCRETE " NOTES; BOLTS SHALL BE HILTI KWIKSOLT TZ FROM END ` ' ','a: : p m u SLAB SHALL 8E IN FOOTING SEE TABLES 36' 51"SQ. STANLESS STEEL,I.0 C.ESR-i9170R EQUAL OF POST GOOD CONDITION Z ggu z ~ FOR SIZE 38' "SQ' 37' 1)REQUIRES USE OF ALTERNATE FREESTANDING POURED `I1 8 3112' MIN, SEE FOOT(NO 40' 3W BASE PLATE CONCRETE DARE,SEE I A IN BEAM SPAN TABLE QUAR 60' 41" FOOTING HEDULE[N I�R°AM T 64.3 . AN TABLES< Not _ a Q . cu 44' or SQ. 43 SQUAR EXISTING SLAB POSTS TO CONC. FOOTING E PCW&BED. 21 •CUaE.F00TIN WW8LAR. 9 INTO F WG k ' ATTACHED COVERS ONLY O ATTACHED COVERS ONLY O - c ..Iaa a 0 to 0 (3)3/470 BOLTS • .4� FOR POST TYPE F,G,H.I,J&K CD m p co g INS T a� o A40 RAPER TE�L LL T.O.C. z 4 .SSWa3/4!0 STRONG•BOL 2.SS — --- gi1 + 1STEEL PER ICC-ES ESR 3037 (4 3/4 EMBEDMENT DEPTH) wall0 i NO1IA61. ALUM.ALLOY 3,00" OR " CAMPS ' %�� 2.0 �a� � �� 6063-T6 2.40" ...�� INSERT TO r .� 9• ;� „ 7/16 ld HOLE 2 FLANGES 3/16o�" o ,�'375 FOR 3!8 MB 56" BASE PLATE 2 1!8"APART 0 .7r0" ASTM A500 GRADE B POST -, INSTALL 1Y2"X 1Y"x Y'I10G 1.125" 2.5 a WASHER PLATE ATANCHORS .75" .75" -BASE FLARES INSERT 157" TO 3"WIDE EA. g"SQ.X 518"THK. TYP.� SIDE OF FLANGES THK. BASE PLATE 3 1.75" FOR 3"POST, a 1.50 „ USE FOR 3"OR 4" --�- (ASTM A500 GRADE B STEEL) 090 TYP. STEEL POSTS 5.50" 4"WIDE FOR 4"POST 1 V10 HOLE 1 " 6 Y2" 1 V INSTALL 1Y"x 1Y"x Ye"HOG TI°lO�IA81#�AY WASHER PLATE AT ANCHORS 2-5/16'Y71 HOLES &2,318,HOLES rAfil !~I I. r LL FOR 130 MPH TYP.EA. SIDE NOTE:CONCRETE SLAB ANCHORS SHALL BE NOTE:CONCRETE SLAB ANCHORS SHALL BE WELDED STEEL RASE PLATE '�Q o ` '�' *•'"'V W DIAMETER MP5N S BONG- OLT SS V DIAMETER SIMPSON STRONG-BOLT 2 SS w ' (ICC-ES ES 3 37) (ICC-ES ESR-3x37) ALTERNATE FREESTANDING ALU "T" B ACKET C STEEL "T" BRACKET O BASE PLATE ANCHOR N BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SPLICE DETAILS 1'I BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 z SIMPLE SPLICE FULL MOMENT OPTIONAL DECORATIVE FAQ g• 24• (WOOD,ALUM,OR"ARD m U t''1' 3' Iii Z Z z N (2#10 S.M.S.@ EA. VALLEY,TYP. (12)-#14x 1n•S.M.S.EACi�TSIDr 3 g SQ.POST(8-TOTAL) #]O 8.161 S. - ALTERNAT :1/4'14 TV II #12 S.M.S. (S TOT. 24 TOT II EA.SIDE OF 3'SQ.P03T y a TYP. THICKNESS=.035 8.38 ( TYP. TH1CKNt�S=:035' BE ___ u u 9 �~; U ALUM.ALLOY 3004-1436ALUM.ALLOY 3004-H36 w OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXas TRUDED :--_- + 1.10• _ �� a o NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR _J NOTCH I-BEAM FLANGE 1 2.35'° CO. IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPTAT END-BAYS I - 3'SO,POST � SPLICES - ROLLFORMED & EXTRUDED FASCIAS )BEAMALUM ALLOYAS NEEDED TO CLEAR - c- i (6061-T6)ALTERNATE I SQ.POST,CONNECT WES iF NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12'SIMPLE CSPLICE(ONE SIDE OF WEB)MAY BE USED. gTi -BEAM TO POST WC(2)-5/8'P! & a) 3"--{ THRU-BOLTSQ4-1-BEAM, a 1ax12'S.M.S. F 31D F3" LL; I TOTAL=(8}1l2'g eOL73 SO POST AND(3)-516"0 THRU BOLTS SQ P03T`e TOT f!4' OLT, A [ ®T I-BEAMS EA ALTERNATE- ER a SIDE OF Ij O O O lam GUTTER FASCIA $ 3.0�' 3'84.POST 4,13 BEAM n 2' SPICEYHRE D 4- .070 OR 48' 3•SQ,STL.BEAh4 cp�'cg H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER NOTE:THIS DETAIL 1S LIMITED TO 10,20&30 psf !•,. - •�d. ALUM.AU.OY3"X 8"x.042"BEAM. ROOF LIVE AND SNOW LOADS 4 j 6063-Ts ie' i' 3"SQ.STEEL OR MAG BEAM, 4"I-SEAM 3 0° "L" FASTENERS MOMENTCSPLICE V-0" 4-#14 SDS NOTE:IF SPLICE OCCURS ATALTERNATE INTERIOR BAYS,A SINGLE 12°SIMPLE CSPLICE(ONE SIDE OF WES)MAY BE USED. " 4° 2-1 6-#14 SDS FASTENER TO FASCIA-SEE TABLE z �-9 X-0° 12-#14 SDS FASTENER TO RAFTER TAILS-SEE TABLE T t J FASTENER SPACING=314' R m z A OVERHNLATTICE TUBES �'-$. ►'. } O p 0 #14 x 112'S.M.S.TOP m (6)-#14 SDS Q EA.SIDE s BOTT.(2)-TOT. IQB $ $PUS Toy&Barr.TOT.=24 0 OCCURS 4:5" 0o FASTENER 11" ROOF PANEL o o a GROUP 6112° Ll O O E ROLL GEED OR o'o ALUM.BRACKETX x 3"X 3"ALUM,OR #14 S.M.S.Q gas a z -ALUM.-ALLOY .—...:.. _ --.... . STEEL,POST • _ y1�Q11.1AeS,y.p!, AM - s• -r n . 6112415=4RAFTER 1" "L'SEETABLE - f.�/ 7;t I-BE - MOMENTCSPUCE U BRACKET-.RAFTER TO BEAM _a a .. ��`AMPBE I� �'s� 1 %2" SQ. OR Z" LATTICE-TUBE P1 2"x3:` LATTICE TUBE z LATTICE TUBE TO RAFTER �6 "U" BRACKET- RAFTER TO BEAM �7 �DZ� r K 14� 1 3.126"FOR 3x RAFTER O EI` + 2.125'FOR 2 x RAFTER �¢o 6.*� 'f� 1 1/2'SQ.,2'SQ., m h,1 ALUM.ALLOY 3105-H25 ALUM.ALLOY 3105-H25 OR 2'x3'LATTICE t=,040"Q 6063-T6 u� #8 x 2"SMS,21/2' @ 3 O.C.MIN. 1 1/2" uj z 1.50" OR 31/2',TYP. UP TO 6'O.C.MAX. r g ��rn:2 zr 28" 2112$" a. ��. �C} ��;z�'�� 2" •3t� 2" _ —_ — — (6)-#14x 3/4'TEK SCREWS 1/2'MIN. !{ •' i � BRACKET TO RAFTER y 018 I 0181 0 I _ 4t.9�,ti,Jl7diCy-2�2 �p --�-�— RAFTER O 'r C)11dA5 I tlaY o ti GA4Pi?U.,fd :Q � 0 C4 t ! , N•f .s° (6)-#14x 3/'TEK SCREWS 2.750 r BRACKET TO BEAh1 N HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS LEDGERS AND SUPPORTING BEAMS z UU m �n PROJECTION v CLEARSPAN TRIBUTARY .WIDTH TABLE - CLEAR SPAN (FT.) O.H. N -O.H. 6 7 8 9 10 11 12 13 14 16 16 17 18 19 20 21 ` 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 Qts 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 TRIBUTARY TRIBUTARY= n o WIDTH 1/2 SPAN+O.H. 2' S 6 6 7 7 8 8 9 91 10 10 11 11 12 12 NP o 31 - 7 7 8 8 9 9 10 10 11 11 12 12 NP NP NP 4' _ _ 9 9 10 10 11 11 12 12 NP NP NP NP NP 3 11 11 12 12 NP NP NP NP NP NP NP a•�`. NOTE:TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN NP-NOT PERMITTED-SITE SPECIFIC ENGINEERING REQUIRED $�3 ` • z ca CL =ldo. w G z ?ala CL U CD LLI FAN BEAM ti '�;•` ; a'+ FAN BEAM(19'-0"MAX SPAN) TNOIyIAS I. Z CAMPBELL ��it 2• � FAN BEAM FAN BEAM a lg- zvm+I Q '• O�VIL , Q HEADER /4♦ f�• • ��` z CEILING FAN AND/ T=.075" 2 1 rr 2'r7 2 1= OR LIGHT FIXTURE n'P a (MAX,30 lbs.) � ",.. r..oa #14 x 3 1/2"S.D.S.SCREW #12 S.D.S.SCREW 3 ? AT BEAM AT HANGER CHANNEL ��: '•. FAN BEAM Q• f~ ,��� W fz ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL :. T4104AS MAY0AWBELL � a w z BEAM TYPES FOR ATTACKED & FREESTANDING SOLID COVERS ATTACHED & FREESTANDING SOLID COVERS 10 PSF LIVE LOAD-110,12x,130 MPH -EXP. B& C , A 6.5"ROLLFORM 0.61" OMER Z I.9` EXT.CUP U o ATTACHED SOLID FREESTANDING SOLID G W N SPLICE I = hU1X:POST MIN, MAX POST MIN. N 0 n %NWRE MAX.COL. ° FTG. FTG. ml SPLICE occues lI T=12 GA. 1,L SPACING °Q s� SPACING (IN.) POST SPACING {IN.) POST ro U WHERE `� ASTAf A853 SS ON SLAB* (SPAN) TYPE (SPAN) TYPE 2. Tg1l OCCURS O v 0.73 SPLICE I 4 8` GRADE 60 CP60 3.0' , rt ' 11'-9" 18 11'-9" 26 r rn OCCURS 0.070` a.o• .OBb' I ALUM. Q 13-7 5 11'9" 20 B 11'-4" 28 G 5 0 0.076 ° 10'-9' 18 10'-9" 26 o9 o3zr TYP. TYP. 2 . 7YP. 11'-4' 6' 10'=9" 21 B 10'-4" 27 G 6 CI- --- - 10'-0" i9 i 0'-Q" 26 00 - -- 30^ I 9'-8" 7' 10'0" 21 B 9'-8" 27 G 7�2.93' 3.0` 4.00° " " " , n ' 9`-4' 19 9'-4' 26 $r 3 SQ.x0.032 ALUM.BEAM "J 8-6 8 9'.4" 22 B 9:,x1" 26 G 6.5"ROLLFORM MAG BEAM 4'I-BEAM 4.5"MAG GUTTER W112 GA.STL."U"CHANNEL ,/�' A B C' ALUM.ALLOY D ALUM.ALLOY E ASTM A653 SS 7'-7° g' 8'-10 20 B $' ° " 27 II ALUM.ALLOY ALUM.ALLOY 81-10" 22 8 26 �Y 8083-T8 6063-TS 8063-T6 6083-T6 GRADE 50 CP60 r n " 6'-9" 10' 8.6 8r-6. 223 B " 27 • I CL 0a7s 6'-2" 11' 8'-1" . " 21 $'U' " 27 1 r11 Q 8 1 23 C -& 8 g T=O �' `�- SPLICE "--&, e n ' 7'-8" 21 ' - r a 9 WHERE u l 5-8 12 7'-6" 24 C' trW rxZB r OCCURS W63--Te e. 8" T. i 0.110" 0.042` 8 8" 0.032" 0.042" - " TYP. TYP• IYP. TYP. ATTACHED SOLID FREESTANLING 5 1D -+ 3: MAX.COL. 5� MAX.POST FTG. MIN. MAX.POST FTG. WIN. pg a. SPACING °D SPACING QNB TYPE ( ) "€j ROST 1 ] C ON SLAB�r I� k -2.0'� Lu 2.0' H F� 2 0•-�H-M --�+-2.0"-�i �3 0'-�1 GQ 13'7n 51 11'-9"1 r-7" 121 B '' g 5 '► 51 .� 1019, r y , „ DBL.2"x6.5"x0.042" DBL.2" 6.604.032" 42"BEAM r' 11 6 10`-7" 22 B 10`-0" 28 6 F ALUM$Al I ALUM.ALLOY 3004-H36 J ALUM,ALLOY 3004.1-M K ALUM.ALLOY 3004-H36 r n r 101-0" 2a 1{1`-Q" 27 �-s r 1= u1 A 8083-T8 OR EQUAL OR EQUAL OR EQUAL g-8 9'-10 22 B 9` " 2$ G 7 a' m Wl 1 "C"INSERT r.[ 8`-6" 8, 9'-4"9�2" 223 B W-8'-8" 227 G 81 ALUM.ALLOY b' ` :1E 6 - 8083 76 'f� 7,-7rr g, 8r-108.8" 223 B S'-108,.2. 228 G gr y YvW1 t2 "Ci"INSERTS T-1108 ' ` - - . H ALUM.ALLOY t4 oa 6-9° 10' $r-6" r " 21 B 8�'6n n 27 G'' 10r 606 T6 T•1zoR ma� a 8 3 24 7 8 28 1M1 SME50 8'.1^ 21 W- 27 t .�s NOTE: S0- 7.876' A553 GS CPBO 8.0` 6`-2" 11' . B , n G U WHERE'CSPLICE OCCURS ASSHOWN IN GRADEse Q - 24 7-6 29 d SPAN TABLES.IT SHALL BE INSTALLED THE 0.042' FULL LENGTH OF THE 7"I-BEAM. TW' MaoTYP. l"� 121 7'-8 7+ 22 C 7'-8?�• 23 12' 'N U 5. • 0.826° I � [ I s• 1 HQ$r1f�f�1, •"' ) l--3.0• -� - -1- -3.o'-►I ATTACHED SOLID FREESTANDING SOLID a&t CAMPBELL �3.0. -4.0' .1. 2.875- ► MAX. 2 MAX.COL. �(a MAX.POST FTG. MIN. MAX.POST FTG.FMIPN 5[� 0 • °xP t- 3"XS"XO.O42"BEAM DBL.3"XS"XO.O42"BEAM SPACING 0°3 SPACING POST SPACING DBL.3"x8"x0.Q42"BEAM SPAN) {1N) TYPE {SPAN) (IN•) a W114 GA.STL.INSERT W/DBL. 14 GA.STL.INSERT ON SLAB* >� { I- ° ° "',�'•, •'"• �- ALUM.ALLOY 3004-H3s M ASTM A653 GRADE 50 CP60 0 ASTM A653 GRADE 50 CP60 '_ n ' 11''9" 20 11'-7" 29 OR EQUAL ® 13 7 5 11'-2" 22 1 Q'�" 3Q �r 3"x8"x0.042"BEAM DBL.3"x8"x0.042"BEAM 10'-9" 20 10x-7" 28 W „�WI 12 GA.STL. INSERT W/pBt, 12 GA,STL. fNSERT t" 11'-4" 6` 10'-2" 23 B 9'-7" 3U G 6 �o W._ r t• ASTM A653 GRADE 50 CP'0 ASTM A653 GRADE 50 CP60 I g_8 7 10'-0"+ " 21 B 9'-9" + 28 G T z z w j 1rfl�d.ji, 9 6 23 8-10" 29 u99 NOTE:WHERE 12 AND 14 GA.STEEL INSERTS " , " , n 44 Q ll�. '• OCCUR AS SHOWN IN THE SPAN TABLES, NOTE:WHERE 12 AND 14 GA.STEEL INSERTS OCCUR AS $r 6+er 8' 1'4" 21 B 9-2 27 (� 8' o w •-. THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 8'-10" 24 $'-3" 29 G Oat f.•7 1.3t744�7YJ2 i OF THE 3'x8'BEAM. THE FULL LENGTH OF THE 3NO'BEAM. , " e 8'-10" 22 R 8r 8" 27 G ' 7-7 9 8.-4" 24 B 7'-10" 29 9 ti TII(3;+dA8IRAY FOOTNOTE. "SAMPLE" U U_ 4 CI��I:L r•'� *THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL 6'-9" 10' $,68'_0" 225 B 8,-3`7'6" 23fl G 10' rf •• •� FOOTNOTES TO ALL SPAN TABLES: BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN FIGURE INDICATES .. EXPOSURE B ,- „ 8'-1" 23 B 7'-10" 29 r -- w FOOTING SHOWN REPRESENTS LENGTH OF THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FIGURE INDICATES 6-2" 11 r G 11 w EACH SIDE AND DEPTH OF CUBED FOOTING,SEE SHEET 10. FOR THE SELECTED BEAM.WHERE 2 PSF INSULATED ROOF EXPOSURE G 0 T-7" 25 C 7-2 31 X WHERE SLAB OCCURS,CUBED FOOTING SIZE PANELS OCCUR,SEE TABLE 1,SHEET 47 FOR MAXIMUM WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. rm 5f-8'y 12' 7'8" , rr 23 C 7'-7" � n 29 G 12' a.w nr_nr_nr 11-my Q"Cn0 COCCeTAAIhIKU1/l�il V (:(11 I IIUM RPACINA ON FXISITNC,SLAB. 7-I 25 6'-9" 31 ATTACHED&FREESTANDING SOLID COVERS- 10 PSF LIVE LOAD- 110,120,130 MPH-EXP. B &C 7"!-BEAM 7"t-BEAMDBL.2"x6.5"x0.042" 2"x6.5-W.032"DBL. 2"x6.5" 032" 3 XVW.042"BEAM z G W/(1)"C"INSERT H W1(2)"C"INSERTS OR �K U� } ATTACHED SOLID FREESTANO/NG SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID > ?. U MAX.POST MAX.POST MAX.POST MAX.POST v MAX.COL. 59 MAX.PQST FTG. MIN. MAX.POST POST SPACING FTG. MIN. MAX-POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTGING . MIN. MAX.POST FTG MIN. SPACING SPACING FTG. MINPOS. SPACING SPACING FTG. MIN. >o may., SPACING (SPAN) {IN.) TYPE (SPAN} (IN') TYpE (SPAN)ST SPACING (IN.} TYPE (SPPOST CINGAN} (IN') TYPE POST ($PAN) (IN.) TYPE (SPAN)POST {IN.)SPACING ' POST 7k85R'x0o6 FBERAA (IN.) TYPE 2'x8bRx0032' FBFAMB- QN.} 7YOPE ON SLAB 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 G 6, 1:31-7115 n E E f G 12'-7" 2'-10" 21 12'-3" 12'-7" 29 Q26-9 26 23'-8" 34 H 29'-6" 27 26-2' 35 I 16-d" 22 B 15-3 30 0 r 25'-3° 24 23'-0" 31 G 27'-9" 25 25'-3" 32 G 14'-7" 20 B 14'-7" " 28 G 12'-1° " 12'-6" " 19 B 12'-1" 12'-6" n 27 G 61i N r- 11 -4 6 25'_3^ 27 E 22'-4" 33 H 27'-9" 28 E 24'-7" 34 H 14'-7" 23 14-Q 29 11-6 1-9 21 11-2" 11-6 28 1 �,_8„ 7, 00 24'-0" " 25 E 21'-9" " 32 G 26'-4" n 26 E 24'-O" " 32 13'-6" 21 C 13'-6" 28 G 11'-2" " 11'7 n 20 B 11'-2" " 11'-7" " 27 G 7� 24 0 28 21-3 33 H 26-4 29 23-4 34 13=6 23 13 0" 29 10-8 0 10 22 1'0 4 10 8 27 J 8,-6" 8' 23'-0" � n 26 20'-1 32 25'-3" 27 23'-G" 33 12'-8" 21 12'-8" 2$ 10'-6" 1Q'-1 20 1d'-6" 10'-1 " 27 8f °9 23-0 29 E 20'-3". 32 H 25'-3" 30 E 22'-4" 33 H 12'-8" 24 C 12'-2" 28 G 10'-0" 10'-2" 22 B 9'-9" '-0" 27 y a 22'-1" 27 20'-1" 33 24'-3" 27 22'-1" 34 H 12-0" 22 12'-0" 29 9'-1d" 10'-2" 21 C 9'-1d" - 27 91 7 7 9 22'-1" 3d E 18'-7" 33 H 24'-3" 31 E 21'-7" 34 . ! 12'-0" 24 C 11'-6" 29 G 9'-4" 9'-$" 23 S 9'-2" '-4" 27 It - LI'" , 21'-4° 27 19'-4" 34 23'-6" 28 Ra 11'-4° 22 11'-4" 29 9'-4" 9'-2" 21 9'-4" 28 , (n 6'-9- 10 21'-4^ 31 E 18'-10' 33 H 23'-6" 32 E 11'-4" 25 C 0'-10" 29 G 9'-0" 9'-2" 23 C 8'-9" '-6" 27 10 a r 20'-8" 28 18'-9" 34 22'-9° 29 10'-1 22 1Q'-1 " 30 9`-0" 8'-4" 21 9'-0" 8 r 0 6'-2" 11 20'-8" 31 E 18'-3" 34 ! 22'-9" 32 E 0'-10" 25 E 10'-4" 29 G 8'-7" 8`-4" 23 C 8'-4" �T'-8". 28 11 9 20'-1 2- 18 3 35 22-1 29 10-4 " 23 E 10'-4' ' " 30 8-7 ° T-8 " 21 C 81-Ts " F 28 G 112, n r a , a e a f r n n , 5 8 12 20`-1" 32 E 1 T-9" 35 22'-1" 33 E J 10-4 28 10-Q 30 G 8-2 8 23 8-0 7-1 28 ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOL/ ' .. T MAX.POST MAX.POST MAX.P OST' o i 2 MAxCOL. � MAX.PosT FTG. MIN. MAX.POST FTG. MIN. hfAX.PosT FTG MIN. MAX.POST FTG MIN. MAX.POST FTG. MIN. MAX.POST FTG. MINP&i. SPACING SPACING FTG. MIN. SPACIN NG iFT Mf ` �j ❑," SPACING a Sr PAiV} (IN.}. TPOST YPE S(SPCAN} (IN) TIE (P ) {IN) PI YPi (pCANj (IN) SPACING (IN.) POST (spC ON.) TYPE FOR DBL. FOR 8 Sc8` (IN.) FOR DB POST ' - j(!N. PO�b °A ON SLAB* F (SPAN} TYPE M.M. B� 25cb.b5c0. I N a r 26'-9" 24 24'-4" 34 H 29-6" 25 26'-1 35 1 16'-0" 20, 16'-0" 30 13=2" 13'-8" 20 13'-2" 29 G 5r 13-7 5 26'-6" 28 E 23'-1" 36 t 29'-2" 29 E 25'-4" 36 K 14'-1d 22 B 14'-7" 31 G 12'-7" 1'S" 21 B 12'x" 3 N " 25',3" 25 23'-0" 33 H- 2T-9" 28 25'-3" 34 H 14'-7" 20 14'-7" 29 12'-1" 12'-6" 20 12'-1" 12'-6" 28a r 11-4 ' 6 4'-1Q 29 E 2T-9" 35 ( 27'=6" 30 E 23-10 36 K 13'-8" 23 .B 13'-4" 31 G 1-6„ 0•-8n 22 B 11=2" 10'-6" 29 G 6 � 1 24'-0° 26 21-9° 33 H 26'-4" 27 24'-d" 34 H 13'-6" 21 13'-6" 29 11'2" 11'-7" 21 11'-2" 11'-7" 28 9-8 7 23=8" 30 E 20'-8" 34 I - 26'-1" 31 E 22'-9" 35 I 12'-8" 23 e' 12'-4" 30 G 10'-8" 0'-0" 23 B 10'-4" 9'-8" 28 7 a m ,J 8'-6" g' 23'-0" r n 27 E 20'-1 "� n 32 H 25'-3" 4 28 E 23'-0" " 33 H 12'-8"F 21 C 12-8" 28 10'-6" „ 10'-1 n 21 B 10'-6" n 0'-1 a 27 (� S' ■ 22-8 31 19-9 34 25-0 32 21-9 35 F 11-10 24 1-7° 30 G 10-0 9-3 23 9-9 9!-1 28 7,_7„ 9` 22'1" 28 E 20'-1" 33 H 24'-3" 29 E 22'.-1" ,- " 34 H 12'-0" r_ n 22. 12'-0" r_ a 29 G 9'-10"� n 10-2 n 22 C 9'-10"�- " 10'-2" " 28 G 9= 21'-9" 32 19'-0" 34 24'-O" 33 21 0 35 I 11 2 24 C 11 0 29 9-4 8f-9 23 S 9'-2- 8 7 28 �c V"` „ 21'-4" 28 19'-4" 34 H 23=6" 29 21'-4" 35 11'-4" 22 11'-4" 29 -9'-4" 9`-2" 22 G 9'-4" 9'-2" 28 G 10' - .. . �pQ (n 6-9 10 21'-1" 32 E 18'-4" 33 1 33 E 20'-2" 34 ` 1 d'-8" 25 C 10'-4° 29 G 9'-0" 8=4" 24 8 8'-9" 7-9" 28 „ 20'-8" 29 18`-9" 34 22'-9" 30 20'8" 35 I 1 d'-1 22 10'-1 30 9'-0" 8'-4" 22 9'-0" 8'-4" 28 r c 6-2 11 0`-4" 33 E 1T-9" 34 f 22'-6" 34 E 19'-7" 35 J 10-2" 25 E 9'-10" 29 G 8'-7" 8'-0" 24 C 8'-4" T-1" 29 G 11 o „ 20'-1" 30 18'-3° 35 22'-1" 31 20'-1" 36 10,-4" 23 10'-4" W3O 8'-7" 7'-8" 22 8'-7" 7'-8" 28 , �? m _ -- - — -a 2 ,- E ,. n.. 1,.. ..:... E— n 26 E —��-6" .-Gs. n sop . ...24 C a'_o°.. ._._._6.7" .3o G 2 - �. ..._ 9 10" 34 17-3 34 21 90 35 - 19 1 5 CAM BELL ;'� � ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESlANDlNG SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.POST MAX.POST MAX.POST MAX,POSTMIN. 0 SRA ING S 3PACENG FTG' DIST MAX.POSTN. ACNGG' MIN.POST MAX.POST FTG' POST SPACNG MIN. FTG• POIST 8PACINGT fTG. PO1ST SPACNG F fG. POST SPACING SPACING FTG POST SPACING 3PACING FTG. OST m m VII. .R� � ON SLAB* I (SPAN) (IN} TYPE (SPAN} (iN) TYPE (SPAN) (IN) TYPE (SPAN) {IN) TYPE (SPAN) (IN) TYPE (SPAN) (iN) TYPE �5k0W BL. FOR B" (IN.) TYPE Yx6bhNBt>3� FBENA3M B" (IN) TYPE 26'-9" 26 24'-G" 35 1 29'-6" 27 26'-4" 36 16'-0" 22 15'-7" 32 13'-2" 13'-1" 20 13-2" 13`0" 27 r N0. 8b C 13''7" 5` 25'-9" 29 E 22'-4° 37 K 28'-6" 30 E 24'-8" 38 K 13'-8" 24 B 13'-4" 32. G 12'-7" 0'-9" 22 B i2'-3" 10'-7" 29 G 5 n r a r n r n , r " n r n , n r V M 25-3 27 22-7 35 I 27-9 2$ 24-1 36 i 14-7" 22 14-3 31 12'-1 12-0 21 12-1 1-1 Q" 27 w r 11-4 6 4'-3" 30 E 21'-1" 37 K 26'-9" 31 E 23`-3" 37 K 12'-7" 24 B 12'-3" 32 G 11'-6" '-10" 23 B 11'-2" 9'-8" 28 G 6 Z r rtl. -0" 28 E 21'-8" 34 H 26'-4" 29 E 23'-8° 35 I 13'-6" 23 13'-2" 30 11'-2" 11r-1" 22 11'-2" 11'-1" 27 7, 9'-8" 7' 23'-1" 31 " „ r a C n G B , ^ G _9z- 241 "' 20-1 36 K 25-6" 32 22-1 37 K 11-8 25 11-4 31 1 Q'-$" 9-2" 23 1 Q-4 9'0" 27a cai o r n f n r r r r a f n f n r •`t' 8,_6" $' 23-0 29 E 20-7 34 H 25-3" 3fl E 22'-8" 35 1 12-8" 24 C 12-4 0 8 330 10-60 0 10-8 7 224 10-8 1 O-4" 27 $= ' 22'-1" 32 '-2" 36 I 24'4" 33 21'-2" 37 K 10`-10' 26 '- " G IO,_ " " B 9'-9" 8'-4" 27 G 1�71<39T4i&722 ` 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" 27 F r 'C �{t MAS IRAY 7-7 21'-3" 33 E 18'-6" 35 1 23'-6" 34 E 20'-4" 36 K 10'-3" 26 C 10'-1" 30 G 9'-4" 8'-1" 24 B 9-2" 7'-10" 27 G Llop 21'-4" 30 19-1" 34 H 23'-6" 31 21'-i" 34 E 11'-4" 25 11'-1" 29 9'-4" 9'-2" 23 9'-4" 8'-9" 28 20'-7" 34 17'-10 35 I 22'-8" 35 19`-8" 36 J 8'-9" 27 9'-7" 34 9'-0" 7'-8" 25 8'-4" 7'-2" 27 •.`'• �•''`4�'�` C'" " r 20'-8" 31 18'-6" 34 I 22'-9" 33 20'-4" 35 l 10'-1 25 10'-7" 29 9'-d" 23 9'0" 810. 28 ® 6-2 11 9'-10' 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" 25 �' 8'-0" 6'-7" 28 G 11 20'-1" 31 t 18-0" 35 I 22'-1" 32 19'-9" 36 I 10'-4" 25 10'-2" 30 H _ 8'-7" __ 7-8" __ 23_ �. 8'"7'; - 7''4f^ ^» 28^ 3• ATTACHMENT DETAILS FOR INSULATED STRUCTURAL SANDWICH PANELS z ie 2.740" ALUM.ALLOY 5 ROOF SLOPE SHALL BE 1/4": 12"MIN. 6063-T6 0"6 W T=.060" 3.200" FOR APPROVED OR 4.450 3"OR 4 Ya" INSUL. ROOF PANEL ALL FASTENERS El 3"OR 4 Y4"APPROVED STRUCTURAL SANDWICH PANEL, SES NOTE BELOW SEE TABLE SHEET 8 m SEE NOTE BELOW �d no �— 1.880"---� ° 3"OR 4.25"HANGER CHANNEL 8 HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. E.S.AND/OR IAPMO E.S.LISTED UNDER 2012 IBC, 2012 IRC ANDJOR 2013 CALIF.BLDG.&RESIDENTIAL CODES. .99 ' 1 OPTIONAL DECORATIVE FASCIA i; 9z (WOOD,ALUM.OR HARDBORD) 0 n ASTENER z PANEL TO HEADER BEAM CONN. . SEE SHEET 4 ' EXTRUDED EXTRUDED co Q.7 * SEE SHEET 4 "IR3"GUTTER DRIP EDGE i�Ll O C 0 g' Lu a SEE SHEET 8 . . .... I-BEAM i a OPTIONAL RAIN GUTTER to .w (AS SHOWN IN THIS REPORT) ' ql BEAM (AS SHOWN IN THIS REPORT) ��, mitis. > OPTIONAL NON -STRUCTURAL FASCIA -w LLJ^ ��• � - U. N ' . �-�•..,�, TABLE 1 rTHOMA01.�•+ MAX COLUMN SPACING `LL CAI►IPBiL4. ;�ci ON SLABlz , exp-J& (130 MPH,EXPOSURE C) NOTE: ,'`•' Ml THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS TRIB. 10 PSF 20 PSF a o EVALUATION REPORT MUST BE.ICC-ESR 1230 EVALUATION REPORT ANDIOR Y WIDTH L.L. L.L. DURALUM PRODUCTS INC.CALIFORNIA FBH APPROVAL FOR PATIO COVERS 5' 12`-6" 6'-10" COMPLYING WITH THE 2012 INTERNATIONAL BUILDING CODE AND/OR 12 5' 10'-5" 5'-8" 2013 CALIFORNIA BUILDING CODE,WHICH MUST BE SUBMITTED WITH THE DURALUM � t1 Limp 5' g�_p" 4�_1p=� PATIO COVER DRAWINGS INDICATED IN THIS REPORT. m m tow �d•F:t1.d3976l5•Y��li! 5' 7'-10" NP DONS 7'-0" NP THOMAS MAY .i' 5' 6'-3" NP ALL COMPONENTS ARE I.NTERCHANGABLE UNLESS OTHER WISE NOTED � %• CAMPBE-L� o w NP=NOT PERMITTED