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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS, <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />10. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />TRUSS CONNECTIONS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />SIZE & <br />BABE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />4x4 (31/TX310) <br />HTT4 W/ 516' <br />® <br />SYP. PT, WOOD POST <br />DIA. x B' EXP. BOLT <br />4x6(31/7)c51/7') <br />HTT4 W/5/8" <br />® <br />SYP. PT, WOOD POST <br />DIA. x 5' EXP. BOLT <br />r--------- <br />FIRE <br />=====OP <br />L--------� <br />FLOORB�\, <br />2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. STOP <br />FLR. TRUSS — <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS III <br />314" PLYWOODI <br />DRAFT STOP �I <br />PRE-ENG. FLR. JOISTS I <br />n 1 <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />II II II II II <br />II <br />II <br />_II <br />u u u u u n <br />II II II II II , <br />II II <br />u u n <br />II rI�-II--�II <br />II II II <br />u u n <br />II II <br />II II <br />u u u <br />II II II <br />u u if 11 a 11 <br />I <br />a Lu1I <br />a <br />J7it3, <br />11 <br />Il-- <br />II II II II <br />q--�II� II <br />II II II <br />II II II <br />kc-1 II <br />1I II II <br />II II I <br />I�) <br />I� .. .I <br />� II <br />.. 1 11 <br />II II <br />11 11 11 <br />tl II II <br />to <br />I1 <br />1.II <br />LVL TO CMU WALL Wl <br />II II II II <br />II II II <br />2X41WOOD WALL W/ II II <br />SIMPSON LGUM46-SDS <br />I /I u u u n u <br />u II II <br />I SYP NO.2 STUDS <br />a II n <br />WI (4) H x 4" TITEN HD <br />ANCHORS TO CMU & <br />PROVIDE IS TRUTOPPING {"� II <br />ALONG THIS TRUSS AS TO <br />II <br />) 12" O.C. <br />(4) 1/4" X 2 1/2" SOS <br />LIMIT AREA T01000 S.F. 1 11 <br />I <br />4 <br />SCREWS <br />11 PER FBCR 502.12 I u <br />1 <br />1 �, <br />u u u <br />J2 ell 1 5 \ !1 A <br />O <br />W <br />+vim=�•'s— _°� � _____=�___--_= <br />PRE FABRICATED WOIST <br />®24"O�C.MAX =_ <br />FLOOR FRAMING PLAN <br />SCALE: 1/4" - 1'-0" WOIST <br />LVL TO CMU WALL W/ <br />SIMPSON LGUM46-SDS <br />W/ (4) 3/8" x 4" TITEN HD <br />ANCHORS TO CMU & <br />(4) 1/4" X 2 1/2" SDS <br />SCREWS <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH:407-7746078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA 8: 0003325 <br />I <br />04 <br />IN <br />j <br />—LL <br />mm <br />BUBDM as LOT <br />ABBOTT PARK <br />LOT #29 <br />BLK #11 <br />PROJECT# <br />04181.000-29111 <br />HODELa <br />"AISLE" <br />2007 <br />GARAGE BWnTG: <br />RIGHT <br />PAGE: <br />FLOOR <br />FRAMING <br />PLAN <br />60 MPH <br />rassarr 02/02/21 <br />DATE: <br />BCAL.E:1/4" = 1*-0" <br />BHE OT <br />s3 <br />