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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 W1(8) 1Od 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 />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 P8936, .177' * x 2 7/8" LONG, WITH WASHER (81 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 />a <br />SIZE DESCRIPTION <br />REMARK <br />10 <br />(2) 2X12 <br />0 <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW I 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 E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />WXH; <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />Bx8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS 8" PRECAST 6 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS <br />�/1/NI■ SAFE LOAD -POUNDS PER LINEAR FOOT SAFE GOAD I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH O1/O <br />V4r (42'7 PRECAST 2231 <br />4'4- (4V) PRECAST 198E <br />4'4' (641 PRECAST 1689 <br />S-C (641 PRECAST 1217 <br />6-la (M PRECAST 1002 <br />V-r (M PRECAST on <br />r4- (W') PRECAST 743 <br />V41- (1lr) PRECAST 554 <br />1d4' (12r) PRECAST 475 <br />ll'-C (lWj PRECAST 382 <br />lr-0" (144') PRECAST 3S7 <br />ITT (160y PRECAST 20B <br />W-W (1M PRECAST 279 <br />14'4' (178-) PRE8TRE88ED N.R <br />194- (184') PRESTRESSED N.R. <br />ITS- On PRESIRE38FD N.R. <br />IV4- = PRESTRESSED N.R. <br />21'4' On PRESTRESM N.R. <br />2r-r (2949 PRESTRESSED N.R <br />2V4' PRESTRESSED <br />Om�OD00 <br />OD��mO <br />0m000�� <br />IOD��mm�� <br />0�00�00' <br />mo��romao <br />0m00�00 <br />m®00000 <br />otm0000v <br />mm000mo <br />�m000Q1"Q, <br />Om0��m0 <br />00�0IO�Q� <br />oomvomo <br />000momo <br />OD�m��O <br />00mm�00 <br />oommmoo <br />®��0mm0 <br />®�mm�m0 <br />11©�101�16..^7 <br />m117 <br />AI0�01100110 <br />O��m00® <br />DOtOtt©©© <br />1®11011�:7 <br />m <br />III <br />11� <br />11 <br />QD�m�Om <br />t10101©0�I0 <br />110110��®mm <br />DOtOt1000� <br />Om�Ommm <br />l2eB") NR is 1 140 1 40 1 04 1 4N I AGM I 11L <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />Y-r Rn PRECAST <br />102E <br />1024 <br />168E <br />3-4' (4r) PRECAST <br />W4' (46') PRECAST <br />7B6 <br />703 <br />13M <br />4'4' (4r) PRECAST <br />4'4- (641 PRECAST <br />S02 <br />691 <br />1073 <br />4.4- (61') PRECAST <br />B4' (649 PRECAST <br />411 <br />411 <br />745 <br />B4- O'n PRECAST <br />S-10- M PRECAST <br />NO <br />339 <br />610 <br />s-10' M PRECAST <br />T4' M PRECAST <br />SIR <br />M <br />490 <br />S4' M PRECAST <br />T4' M PRECAST <br />424 <br />634 <br />383 <br />r4- Mn PRECAST <br />P4- (1127) PRECAST <br />326 <br />612 <br />230 <br />01-C (112-) PRECAST <br />104' (12r) PRECAST <br />284 <br />401 <br />180 <br />1014- (12r) PRECAST <br />IT-P (13r) PRECAST <br />200 <br />462 <br />154 <br />ll'-M (13r) PRECAST <br />1r4' (144') PRECAST <br />244 <br />402 <br />137 <br />124- (144') PRECAST <br />13'4- (16O) PRECAST <br />217 <br />324 <br />110 <br />17-C (1W) PRECAST <br />14'4- (16n PRECAST <br />206 <br />293 <br />100 <br />W4- (18n PRECAST <br />W4- (176M PPESTRE88ED <br />N.R. <br />254 <br />91 <br />T4'4- (176) PR66TRESSED <br />low (184') PRE87RE88ED <br />N.R. <br />20 <br />83 <br />16'4- (184') PRESTRESSED <br />174' Mn PRINITRE88ED <br />N.R. <br />194 <br />64 <br />1r4- (2M PRESTRESSED <br />W-C (292') PRE9111IMSED <br />N.R. <br />148 <br />62 <br />1r4- (282') Ppammm <br />21'4- Wn PRESIRESBED <br />N.R. <br />125 <br />42 <br />21'4- Mn pgEB'I <br />2r-0' (26P) PRF91RE88ED <br />N.R. <br />116 <br />40 <br />2r4' W49 PRE <br />No w9 PRE <br />N.R. <br />91 <br />33 <br />2P4' (Y66') P <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />• PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />PROVIDE MINUM P OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 180126.03 <br />1 ♦ BETS-1T/OM/10 8F16-lT/OM/OB F16-lTIOM/lB <br />- <br />Im ♦ g 1 I <br />1� <br />.1 <br />1 <br />1� ♦♦ <br />m ♦� � N i <br />8F16-lT/OM/1B <br />10'-6" <br />Q ♦ <br />♦♦ I <br />`♦ I <br />♦ I <br />♦♦ I <br />T <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />s 1 <br />4 1 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />♦♦♦ <br />UNO, PROVIDE 881 WHERE <br />ROOF TRUSSES BEAR, TOP ♦♦ <br />OF WALL EL. 9'-4', LINO. , ♦♦♦♦ <br />I , ♦♦♦ <br />I' ♦♦♦ <br />1 <br />1 8RF14- <br />♦♦ <br />1 <br />1 lT/OMIOB <br />1 <br />1 <br />1I N <br />1 <br />1 <br />♦♦ <br />1 <br />1 <br />i <br />1 <br />♦♦ <br />1 <br />1 <br />1 <br />1E <br />♦♦ <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />♦ 8F36-lT/0MI0B <br />1 <br />t <br />1 <br />8F18-lT/0MI0B 1 <br />1 914" <br />I 1 <br />I 1 <br />1 <br />I 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />AF�A_1 T/f1M/1R 1 <br />CC <br />0 <br />O <br />0 <br />m <br />fo � �tol o]orq.. .::::3: .•.:.:.:.:.3:.3:.:.❖ : o o,' o,, <br />BEAM PLAN <br />�1 <br />1 <br />1 <br />1 <br />1 0 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />i <br />1 <br />1 <br />1 <br />of <br />Cn 1 <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />�1 <br />�1 <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />ml <br />of <br />ME, <br />ml <br />1 <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeWgmgroup.com <br />AA #: 0003325 J <br />IF DRAFTING SY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888-2628 <br />FAX: 813-8862802 <br />9tMDIN. & LOT <br />SILVERADO <br />LOT #9 <br />BIX #13 <br />PnoizCT# <br />03719.000-09131 <br />MODL%g <br />2795-B <br />GARAGS BWMG: <br />RIGHT <br />PAGIM <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH QW. B <br />