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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) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1 Od x 1 112" HOG 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 />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <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 />B. 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 P8S36, .177' 0 x 2 7/8' LONG, WITH WASHER 0 16' O.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 0'-0', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />DESCRIIR PTION <br />REMARK <br />1Q <br />(2) 2X6 <br />2O <br />(2) 2X8 <br />0 <br />(2) 2X10 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(RBI) <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />.TM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x18 <br />(1)A5 <br />(1)95 <br />WA <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />Bx8 <br />(i) 05 <br />WA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />BI10 <br />S4' (42-) PRECAST <br />2231 <br />*(r (46') PRECAST <br />1966 <br />4b' (54') PRIBCAST <br />15" <br />B4' (649 PRECAST <br />1217 <br />5-10' (M PRECAST <br />1002 <br />e4' (7r) PRECAST <br />90S <br />r-0' CM PRECAST <br />743 <br />B 4' (11P) PRECAST <br />564 <br />104' (12r) PRECAST <br />476 <br />11'4' (130) PRECAST <br />302 <br />1r4' (144') PRECAST <br />337 <br />13.4' (IM PRECAST <br />20S <br />14'4' (16n PRECAST <br />270 <br />10.r (17W) PRESTRESSED KR. <br />ISW (1841 PRESTRESSED N.R. <br />1r-P 0n PREBRRESM N.R. <br />IW-C 9M PRESTRESSED N.R. <br />214' Mnl PRESTRESSED N.R. <br />2r4' (2041 PRESTRESSED NA <br />2V-W ( PRESTRESSED <br />�1=1=®r__m® <br />0lczzlmz©K:im©� <br />00"000" <br />mmm0000 <br />mmmQaloom <br />Imoo�+ <br />mm000©m <br />moo�c-l�+cr_ <br />>�amo®oov <br />mmovo� <br />"m000mv <br />�m0�0�7'!1CT1I <br />�o©mmomo <br />"man"0m00 <br />0�0©"00 <br />I©mlzm"" <br />®ommmoo <br />© <br />WRm"" <br />"""OEM <br />""""""" <br />®"0000" <br />""""" <br />724 I m 400 f 401 1 4M I /OR I 1ffi <br />(4) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />SAFE LATERAL LOADS FOR <br />8' PRECAST & PRESTRESSED U-LINTELS <br />8'-6' (421 PRECAST <br />1025 1 <br />1024 <br />1 1596 <br />P4' (46') PRECAST <br />785 <br />783 <br />1300 <br />4'4' (84') PRECAST <br />592 <br />N1 <br />1073 <br />V4' (64') PRECAST <br />411 <br />411 <br />745 <br />9-10' (701 PRECAST <br />340 <br />339 <br />S/S <br />" Mn PRECAST <br />W7 <br />721 <br />490 <br />r4' Pr PRECAST <br />424 <br />634 <br />M <br />94' (11:n PRECAST <br />326 <br />512 <br />230 <br />IW4' (125') PRECAST <br />254 <br />401 <br />160 <br />11-W (130) PRECAST <br />260 <br />462 <br />154 <br />174' (1441 PRECAST <br />244 <br />402 <br />137 <br />IT-0 (16r PRECAST <br />217 <br />324 <br />110 <br />100 (16r PRECAST <br />2D5 <br />293 <br />100 <br />14'4' (176') PREVIRESM <br />N.R. <br />284 <br />01 <br />1" (1641 PRESTRESSED <br />NA <br />289 <br />03 <br />17W RM PRESTRESSED <br />N.R. <br />194 <br />64 <br />1B'4' Mn PRESTRESSED <br />NA <br />148 <br />62 <br />21'-C 1256'I PRE01RE88ED <br />N.R. <br />125 <br />42 <br />270 W) PRESTRESSED <br />N.R. <br />110 <br />40 <br />24'4' PRESTRE88E1) <br />- e <br />a <br />1 — <br />SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />®m��m000 <br />moommoo <br />�00000®o <br />00000mo <br />= <br />�RV'ff!RQ:10�00 <br />om00000 <br />omoomom <br />®m©gym® <br />o0rm <br />m*w!rwMmv7 <br />cs�=0©mrm <br />w wlm!Mm= <br />�0"w!rw71mm=lzm'qm7" <br />®ODQQ�Q�.Q�Q� <br />(4) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALLVALUES TAKEN FROM'8AFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATION - PROVIDE MIWMUM 4' OF BEMSN I PAST EACH SIDE OF WN4DOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE 4: 1"126.03 <br />FLR BELOW <br />F------ <br />I I <br />I I <br />I I <br />1 I <br />I I <br />I I <br />I I <br />I I <br />.I <br />---- I I I I I 8F-1 T/O ----IrL <br />—---------------------�1---------------------- '�r-- ---— -- <br />8F76.1T/OM/OB II 8F16-1T/0M/0B <br />1 <br />11N0, PROVIDE BB2 (SX8) 'I <br />WHERE ROOF TRUSSES IIII <br />BEAR, TOP OF WALL, EL. <br />19'-4', UNO <br />II <br />II� <br />-------------11-------- <br />II <br />, <br />II <br />I <br />I <br />II <br />�� <br />8F16- <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />II <br />i <br />1 <br />0u <br />,1 <br />^♦ <br />II <br />--------- - - - - - - - - - - - - - <br />♦♦ it <br />I <br />I <br />7-0' <br />1 <br />, <br />♦♦ <br />I <br />j <br />II <br />� <br />I <br />I <br />� <br />1♦ <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />GT <br />! 3 <br />F <br />�BF1�-i�/O--B-------- 8F�6u7T-0-0i--- <br />1 <br />7-1- <br />1 <br />^l <br />1 <br />I ♦♦ <br />1 <br />�o2E________- <br />q <br />1 <br />♦♦ <br />T_ <br />___-----r <br />15ELOW <br />N <br />1 <br />♦♦ <br />1 <br />1 <br />1 <br />—y----8-1-1—/2M------� <br />I I <br />I I <br />-- — —— —W— <br />`———FLR BELO---------J <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4' = V-0' <br />L i C M IT EC T i <br />Grou I Tn <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.obdosigngroup.com <br />AA 0: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888.2628 <br />16. FAX: 813886-2802 <br />aunnm� <br />SVHDM as L01cl <br />SILVERADO <br />LOT#8 <br />BLK 13 <br />PROJECT# <br />03719.000-08131 <br />MODEL' <br />JORDYN <br />GARAGE eT/INO: <br />LEFT <br />PAGE: <br />SECOND FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />(CAST-CRETE) <br />150 YPH EXP. C <br />