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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 VW (9)10d x 1 12" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 />6. 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 (41. <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 WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .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 I ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED 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 />SRE & <br />8"E PLATE OR <br />MARK <br />DESCRIPTION <br />REINFORCEMENT <br />REMARK <br />WD I <br />06 (3)4"x5 )S") SYP. <br />HTT1 W/5/8" DIA x 5" <br />5/53.1A <br />PT., WOOD POST <br />EXP. BOLT <br />r--------1 <br />FIRE <br />I- - - - - . <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. _ STOP <br />FIR. TRUSS W <br />ELEV. VIEW <br />PRE-ENG. RR. JOISTS �I <br />�I <br />3/4" PLYWOOD <br />DRAFTSTOP ' <br />E <br />PRE-ENG. FLR. JOISTS <br />i�l <br />2X4 NAILER FOR I ) <br />DRAFTSTOP /LAW <br />3/4' PLYWOOD <br />ORA" STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />n <br />II N <br />u n <br />u n <br />II II <br />n n <br />n u x n u <br />N N N II N <br />u u n u u <br />u u x x it <br />II II II II II <br />n u u u u <br />II N <br />11 1111 <br />II N <br />II N <br />II <br />n ii <br />II II II II II <br />If 11 II II 11 <br />H ii AN i <br />II 11 II N II <br />11 II II II II <br />ii jI 11,12 Emil <br />n u <br />u n <br />II N <br />n u u n u <br />II II N N N <br />u n u u u <br />II IWCOD 1WIALLVW' <br />RMTO�W�W/ <br />SIMPSON LOUMb-SDSVO(4)Vx4' <br />TT1k7d HD ANCHORS AND <br />n x <br />n n <br />II <br />u u n 2x1VWOD <br />N N N <br />2x4 II <br />n SYP. NO.2 STUDS 1 <br />I12" O.C. <br />N II <br />(4)�x2kj'ONSC1EWBTOBMI <br />/ <br />x\ J <br />\ <br />46— n <br />S/P.N0.2 <br />u n n STUDS a n <br />II II II <br />u u n u u <br />I u <br />11 II <br />II II II 12" O.C. II <br />II IIC" y II II II <br />=_=_= <br />IV NI <br />.ae <br />'I <br />eomezz=ox <br />PRE"F ;; <br />—'IOIST8024=DA== <br />II / <br />CJIE 5,. C, <br />II II II II <br />II II II II <br />n u u n <br />IL 11 J9 <br />II Il 11 I II II <br />II II II II <br />u u u n <br />II 2 ii WOOD II <br />d1 WALL W/DBL. <br />11 <br />II STUD UNDER <br />11 EACH JOIST 11 <br />II/ IDBL STUD � II I�I <br />11 L 11 I 1 <br />11 11 <br />I 11 11 <br />II OW <br />II I II II <br />WALL OBLD. <br />PROVIDE RA TOPP G <br />11 STUD UNDER <br />11 ALONG THIS TRUSS AS TO I I <br />II EACHJOIIIT <br />AREA TO1000S.F. II <br />II <br />II <br />It If If <br />PER FBCR 02.1 <br />11 „ •• •• •• 11 <br />u u u u u n n u <br />II 11 II , II II II ,I II <br />II II I��' II II II II II <br />u u u u u u u u <br />II II II II II II II II <br />FIRSTFLOOR FRAMING PLAN D <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdwjgngroup.wm <br />AA M: 0003325 <br />h <br />ce <br />s� <br />Otill <br />4 <br />IPROn=T# <br />UNDIV. as IA1`ABBOTT PARKLOT #6 <br />BLK #14 <br />PHASE 4C <br />0 .04 - 141 <br />MODZU <br />4EHB <br />112605-HAYDEN" <br />GAVAOZ bWtNO: <br />RIGHT <br />PAGX-. <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />