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HomeMy WebLinkAbout26-S21CANVAS X1 x6 DESIGN 'l,LLIA/14 < 5 < 111 8'- 8 1/2" 13' - 11 1/2" 13' - 4" STATE OF (E) JOIST (E) JOIST (E) JOIST ON NpO;,1111111"ll 10 Z '7 BLDG. (E) LO "w- 2 r2 S2.1 (E) JOIST (E) JOIST K_XC AA HSS10X4X1/4 El HSS10Xz X1/4 LL LU (E) JOIST > 2 50 _J W S2.1 3 LL CO 00 0 4 O0 x S2.1 CO X 3 U) L0 S2.1 2 HIS10 444 HSS10X4X1/4 L7L__J4 r 5 S2.1 �S HSS6X6X1/4 CO 1 1 TYP. All 36'- 0" 3 4 5 PIES & PINTS ROOF SCALE: 1/4"=1'-O" 14550 CLAY TERRACE BLVD. 0'3" 6" 11 2' CARMEL, IN. ROOF FRAMING NOTES (STEEL) © 2018 BY: CANVAS DESIGN, LLC 1. DESIGN ROOF LIVE LOADS = 20 PSIF PLUS THE EFFECTS OF DRIFTING SNOW PER IBC. ALL RIGHTS RESERVED 8 PSIF NET WIND UPLIFT. 2. ROOF CONSTRUCTION: 5/8" APA RATED PLYWOOD SHEATHING ON Cl U.N.O. 3. TOP OF STEEL ELEVATION (T.O.STL.) = 111'-0" UNLESS NOTED ON PLAN. THEARRANGEMENTS DEPICTED HEREIN ARETHE SOLE PROPERTYOF CANVAS DESIGN LLC., AND MAY NOT BE 4. SEESHEETSO.0 FOR STRUCTURAL NOTES. REPRODU CEDWITHOUT ITS WRITTEN PERMISSION 5. FIELD VERIFY EXISTING CONDITIONS. NOTIFY THE ARCHITECT IMMEDIATELY IF EXISITINIG NOTE: CONDITIONS VARY FROM THOSE SHOWN. 1. ALLBIDDERS SHALLVISIT THESITE AND BECOME 6. ALL STEEL SHALL BE GALVANIZED. FAMILIARW/ THE EXISTING CONDITIONS AND REQUIREMENTS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECTOF ANY ERRORS AND OMISSIONS SUBSEQUENTLY DISCOVEREDIN THECONTRACT DOCU MENTS, 2. THE CONTRACT DOCU MENTSARECOMPRISED OF THE DRAWINGS AND THE PROJECT MANU ALIN THEIR ENTIRETY, THE INFORMATION IN THESE DOCU MENTS IS DEPENDENTUPON ANDCOMPLEMENTARYOF EACH OTHER, SEPARATIONOF THE CONTRACT DOCUMENTS SHALLNOT BE PERMITTED.IF THE CONTRACTOR CHOOSES TO SEPARATETHE DOCU MENTS,THEYDO SO ATTHEIR OWN RISK AND EXPENSE, 3. ADDITIONALLY, SEE GENERALINFORMATION ON "AO" SHEETS, 4. THE CLIENT ACKNOWLEDGES THE CONSU LTANTS (ARCHITECT) DRAWINGS AND SPECIFICATION, INCLUDING ALLDOCU MENTSON ELECTRONICMEDIA AS INSTRU MENTSOF THE CONSULTANTS (ARCHITECT) PROFESSIONALSERVICE, THE CLIENTSHALL NOT REUSE OR MAKEOR PERMIT TO BE MADEANY MODIFICATION TO THE DRAWINGS AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN AU THORIZATIONOF THE CONSU LTANT(ARCHITECT). THE CLIENT AGREES TO WAIVE ANY CLAM AGAINST THE CONSU LTANT(ARCHITECT) ARISING FROM ANY U NAUTHORIZEDTRANSFER, REU SEOR MODIFICATION OF THE DRAWINGS AND SPECIFICATIONS, 5. ARCHITECTCANNOT WARRANTTHE ACCU RACYOF DATACONTAINED HEREIN, ANY USE OR REUSEOF ORIGINAL OR ALTEREDCADD DESIGN MATERIALS BY 4" THE USER OR OTHER PARITES WITHOUT THE REVIEW FIELDVERIFY? HSS6x4 AND WRITTEN APPROVALOF THE ARCHITECTSHALL BE ATTHE SOLE RISK OF THE USER.FURTHERMORE, USER 1' - 3 1/2" 1' - 3 1/2" AGREES TO DEFEND, INDEMNIFY, AND HOLD ARCHITECT HARMLESS FROM ALLCLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES, AND ATTORNEY'S FEES ARISING OUT OF THE MODIFICATION OR REU SEOF 600T125-54 600T125-54 THESE MATERIALS, 6. THESE DRAWINGS AS PARTOF THE CONTRACT DOCU MENTS ARE DIAGRAMMATICAND ARE NOT 0 INTENDEDTO DEFINE EXACTQUANTITIES, LOCATIONS 3/4" SIDING - SEE ARCH 3/4" SIDING -SEE ARCH 1 1 1 (4) #10 TEK SCREWS P TYP. TYP. OR CODIFIED REQUIREMENTS, THE DRAWINGS SHALL NOT BESCALED, EXACT STATEAND LOCAL CODE REQUIREMENTS AND OTHER APPLICABLECODE HSS6x6COL. REQU IRMENTSSHALL BE VERIFIED BY AND ARETHE 1/2" FRT PLYWOOD 1/2" FRT PLYWOOD EEL. SOLE RESPONSIBILITY OF THIS CONTRACTOR, ANY 114V INFORMATION WHICH DIRECTLYCONFLICTS WITH ANY 11/81�, 2 1/81", 2 1 /8 1/8 2 OF THESECODES OR ANY DISCREPANCIES FOUND IN 60OS162-68 60OS162-68 THE CONTRACT DOCU MENTSSHALL BE BROUGHTTO @ 24" O.C. @ 24" O.C. THEATTENTIONOF THE PROJECT ARCHITECT, 6" CFMF L2x2x16GA. 5/8" APA RATED L2x2x16GA. 5/8" APA RATED 5/8TA PA R, 5/8" APA RATED 2 (6) #10 TEK SCREWS FRT PLYWOOD (6) #10 TEK SCREWS FRT PLYWOOD FIR PLYWOOD FRT PLYWOOD TYP. TYP. 5/8" APA RATED FRT PLYWOOD + t t+ + Ar - - - - - - - - - - - - - OL T.O. STEEL 111'-0" + 01111111L T.O. STEEL 11 V-10" — - - - - - - - - - - - - T.O. STEEL 11 V-10" 011111L OL T.O. STEEL 11 V-10" OL T.O. STIL. 11 V-10" # Description Date l 2x 16 GA.. i 6" CFMF - SEE PLAN l 2x 16 GA. i DBL. JOIST 6" CFMF - SEE PLAN - - - - - - - - - - - - - - - - - - -- -----------** - --------- - - - - - - - - - --- _ -------------- A 362S162-54 362S162-54 STIFF. 362S162-54 STIFF. 17 6" CFMF - SEE PLAN - HSS -SEE PLAN HSS -SEE PLAN 1'_0" 1'_0" HSS - SEE PLAN HSS - SEE PLAN 1/4 HSS6x6COL. 6" CFMF AT SOME (D El SEE ARCH t LOCATIONS -SEE PLAN El SEE ARCH t 6" CFMF AT SOME LOCATIONS-SEE PLAN CAP PL 1/2x6x12 Project Status STL COL. L/ PROJECT DATE: FEB 5,208 PROJECT #: NUMBER 05 U) (D 0- �0 SECTION SECTION 2 SECTION SECTION 4 5 SECTION " SCALE: 3/41' -0" SCALE: 3/4" T-10" SCALE: 3/4" T-10" SCALE: 3/4" T-10" TYP. BEAM TO COLUMN CONNECTION SCALE: 3/4" = T-10" (D l0' 3" 6" 1' 2' 0' 3" 6" 1' 2' 0' 3" 6" 1' 2' 0' 3" 6" 1' 2' 0' 3" 6" 1' 2' ROOF PLAN CO 7� CO O I�ORDA (D KORDA NEMETH ENGINEERING 1650 WATERMARK DRIV O SUITE 200 COLUMBUS, OHIO 43215 S2 0 1 DRAWN BY: WRIA 4, 7L__ RELEASED FOR CONSTRUCTION DESIGNED BY: JPF Subjecltc compIliance with all] regulations CHECKED BY: KORDA ti of State and ILocal Codies — PROJECT NUMBER: 2017-0146 DATE: 03/14/18 2/5/2018 11:18:21 AM Nick Mishler