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FRAMING NOTES: <br />1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP OTC W/ (13) 10d x 1 1/2" HOG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HOG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 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-01AND 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 LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <br />8. 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 />9. 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 RS36, .177" x 2 7/8" LONG, WITH WASHER C 16" D.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12, ALL ELEVATIONS ARE REFERENCED FROM V-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 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 6" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />SIZE 6 <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />46 (31/2x510) <br />USP PAU66 W/ 5/8" DIA. x <br />SYP. PT, WOOD POST <br />6" EXP. BOLT <br />e <br />3-PLY <br />G: 3863 LBS <br />GIRDER TO CMU WALL W/ USP <br />HGUM525 H=16 11FL W/ (8) 5/8" X 5" POWER <br />FASTENERS•WEDGE-BOLT TO CMU & (24) <br />1/4" X 3" WS3 SCREWS TO GIRDER, <br />BLOCK W/ 3/4" PLYWOOD. <br />10 <br />1 <br />3 <br />1 <br />II <br />11 II 11 11 11 11 11 11 11 Ili( <br />, I�1 11 11 it II <br />II II II it 11 II II II II II II-_ ��,yyy II <br />PR�JID+TFRT OPPIp.� II II II 11 11 11 11 11 11 II 11 II 11 ii II I, AL GT TRU AS''��{{1) <br />II LI ARE TO1 S.F.II II 1 <br />4 1 <br />III i I --I�LI I II PEjjFBCR�02.127 II II II 11 II II 11 11 11 11 I 1 1 II „ 1 11 11 11 11 <br />' IILI III II II IIII'IIII��IIIIIIII��n <br />II II II II II II II II II II I II II II II II II II <br />II II II II II II II II II II I II II II II II II II <br />4 <br />DIIL <br />II 11 II II 11 II 11 11 11 II , 11 II 11 11 11 1 <br />IISTUDS II II II I ; I II II II <br />II 11 1 11 II II 11 I 11 11 i , , II II II LI II II I) <br />LBW <br />It II 11 II II 11 11 11 II II 11 1 <br />II II II II II II II II II II II Y <br />G: 7410 LBS i l n n <br />11 11 1 1 1 II 11 11 II II II II II II I) I) II II II <br />II II I ' I II II II II II it II DeL1 it II <br />Ir Ir —*t—Ir Ir—YI--rl. STUDS (I (I II II I) <br />II II II II II II II 2 II II II II 11 11 It I2X4 WOOD BEARING I I I I I I <br />I I I I 1 I 11 11 11 11 WALL W/ SYP NO. 2 <br />4 ( I I I I STUDS Q 16" O.C.. I <br />TOP OF WOOD 11 11 i t 11 I I I I <br />1 ,LBW„ WALL EL. 8--8". <br />LL II _II II II LI <br />_—_ DBL—� ° DBL <br />3 10 -------- --"STUDS-- 1 STUDS II II I 1 I I' 11 <br />PREFABRICATED WOOD FLOOR m it It 111 11 I1 11 I 1 <br />---_ --_- JOISTS (�24"O.C.M� 2X4 II "NJiWALLW/SYPII 101 <br />1 i I NO.2 8TUDS O Ir O.C.. TOP OF <br />WALL 8' I 3 1 <br />-----__�--_ __= I GIRD TO6tUILW/L14P18U 3.1 <br />x ---l- r—ems--� W/1/YJ43OLTTOCMU B(10)11142/2' <br />w I G: 3175 LBS W83 WOOD SCREWS TO GIRDER I , <br />- --_-° BLOCKW/3/4'PLYW I 1 <br />1-PLY GT <br />U:-565 LBS 2 GT — — — <br />G: 1091 LBS WOOD j00FRUSSES1A fQ 24" O7A SSI Arnc GT N N N N N N x ti�A 1 <br />3,1 n n x n n n <br />1-PLY -- -- -- -- -- -- , --- <br />I-PLY <br />U =830 LBS ° ° ° ° °+•'�• <br />G: 1900 LBS 4 d n u n nn 4 <br />dNNNNN� <br />j1—'JI---x--�--n--�b---h-- h <br />FLOOR FRAMING PLAN <br />SCALE: 1/4" - V-0" <br />3-PLY <br />G: 7410 LBS <br />LVL TO CMU WALL W/ USP <br />HGUM525 H-16 W/ (8) 5/8" X 5" <br />WEDGE BOLTS TO CMU & <br />(24) 1/4" X 3" WS3 WOOD <br />SCREWS <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750. <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdeslgngroupcom <br />L AA S: 0003325 <br />anxn, <br />!;IXE <br />9tmDty. Ae LOT, <br />SILVERADO <br />LOT #6 BLK #11 <br />PROJECT# <br />04128.001-06111 <br />MODE1a <br />4EJB <br />"2807- ELLS" <br />GARAGE EVaNTG: <br />LEFT <br />PAGE: <br />ROOF <br />FRAMING <br />PLAN <br />ELEVATION 'H' <br />50 MPH EXP. BJ <br />