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1� <br />LE <br />If <br />LOCATION OF <br />PLUMBINGOROPS <br />(TYPICAL) <br />GIRDER PER <br />MANUF. <br />LOCATION OF <br />16 (4)2x4 SUIL UP ---- <br />LUMBING DROPS <br />COLUM DTT2Z./(8)1/74.1 <br />(TYPICAL) <br />1/2'SDS SCREWS TO BASE <br />FONDATION <br />(2)HETA16 <br />�THA422 <br />EPDXY, MIN 8'EMSED. <br />(1 2)16d <br />OR HAGER PER MANUR <br />11 <br />117� <br />(3) 2x4 BUILT UP COLUIMN- - <br />w <br />0 <br />_UMN, DTT2Z w/ (8) 114'xl <br />SDS SCREWS TO BASE <br />COLUMN & 112'ATR TO <br />JDATION wl SET-3G <br />)XY, MIN 8" EMBED. <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. "K" <br />SCALE: 1/�=I'� <br />NOTES: <br />1 * REFER TO ONG SO.1 FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DErAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />HTT5 w/ (26)0.162 x 2-1/2" NAILS & 5A <br />THRU TOP PLATE TO HTT5KT Ca TOP <br />(4)2x4 BUILT Up COLUMN W/ (26)#10 <br />SO 9 BASE OF COLUMN HTT5KT W/ I <br />. 2-1/2" SO & 5/8' ATR ACROSS FLOO <br />CMU WALL BELOW .1 SET-3G EPDX) <br />12' EM13ED <br />(2)MTS1 6 TO (2)2x4 BUILT UP COLUMI <br />DTT2Z @ BASE OF COLUMN .1 (a) 114 <br />SIDS & 1/2" ATR ACROSS FLOOR & SE <br />EPDXIED TO TOP OF CMU WALL, MIN <br />EMBED. SEE RSO/S4.1 <br />ROOF FRAMING PLAN ELEV. IV <br />SCALE: 1/�=V� <br />NOTES: <br />1. REFER TO DWG $0.1 FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />TRLW NOTES <br />UNLESS OTHERWISE NOTED ON PLANS: <br />I ALL TRUSS STRAPS TO MASONRY ARE TO <br />BE META16 <br />2. ALL TRUSS STRAPS TO WOOD TO BE <br />SIMPSON H1 OA. WHEN INSTALLED ON <br />EXTERIOR WALLS SHALL BE CONNECTED <br />THROUGH EXTERIOR SHEATHING. (2) <br />H2.6A TO BE USED TO MULTI -PLY TRUSS <br />(1) EACH SIDE w/Sd NAILS MIN. SIMPSO� <br />H2.5A MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL 08d MIN. <br />3. ILO TYP METAL TRUSS CONNECTORS, <br />FRAME SCREWS MAY BE USED AT <br />CONTRACTOR OPTION PER THE <br />FOLLOWING: <br />A) TRUSS TO TOP PLATE TO BE (2) <br />SIMPSON SDWC15600 <br />B) MULTI -PLY TRUSS REQUIRE 12) <br />SDWC1 5600 AT EAL PLY <br />C) (1) SDWC156DO SCREW FROM TOP <br />PLATES TO JACK TRUSSES <br />4. FOR DSL TWIST STRAP TRUSS <br />CONNECTIONS (LTS/MTS/HTS) REFER TO <br />DErAIL RW FOR INSTALLATION <br />CONFIGURATIONS <br />DMAMER <br />ANS FIELDSTONEAE IS NOT <br />ACTED TO PERFORM TRUSS REVIEW <br />= CONTRACTOR IS RESPONSIBLE TO <br />E THE DIRECT COMPLIANCE OF TRUSS <br />ACTURER LAYOUT To THESE <br />4GS &VERIFY ALL TRUSS <br />CTORS ARE SUFFICIENT TO <br />rAND THE UPLIFTAATERAL LOADS <br />31 <br />rRUSS CONNECTOR SHOWN IN THESE <br />JGS CAPACITY HAS BEEN EXCEEDED, <br />LISS MANUFACTURER SHALL NOTIFY <br />GINEER OF RECORD IMMED12L] <br />(18) 0.16TX2-1/2� NAILS & 51W AT7 <br />4 W/ (18) 0.1 62'x2-1/2' NAILS @ TOP <br />!"4-114� PSL COLUMN (CONT. <br />3H TOP/BOTTOM PLATES. HT74 @ <br />F COLUMN W/ (18) OASTX2-1/2" NAILS <br />TR ACROSS FLOOR & SET.3G <br />D To CMU WALL BELOW W/ 17 <br />6 TO (2)2x4 BUILT UP COLUMN. <br />P BASE OF COLUMN wl (8) 1/4'xi -112' <br />/2'ATR ACROSS FLOOR & SET-3G <br />D TO TOP OF CMU WAU_ MIN. S' <br />SEE R60/S4.1 <br />1111111/1 <br />IQ^P'O Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />13 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />BENJAMIN NIESE, PE TAT <br />P.E.# 86025 OR19. <br />06/20/2024 IV ILI <br />DATE ///111 11 <br />E f E <br />2 <br />Z EE <br />E 'i <br />6 s <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, Ml 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www fieldstoneae com <br />C) <br />�4 <br />Z <br />0 <br />U <br />1, <br />nix <br />'� Ed' <br />rA <br />0 <br />P4 <br />F_ 7 <br />L _j <br />DRAWN BY: I FAE <br />VERSION: :5:0:] <br />SHEET NAME <br />ROOF & FLOOR <br />FRAR <br />SHEET # <br />S3.1 K <br />