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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 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 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 />S. 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 P8S36, .177'' x 2 7/8' LONG, WITH WASHER W 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 />SIZE a <br />DESCRIPTION <br />REMARK <br />pj <br />(2) 2X8 <br />BEAM SCHEDULE <br />RRUM 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 E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc <br />(psi) <br />SIZE <br />w.H' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM, <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />3000 <br />Bxe <br />(1)#5 <br />WA <br />GROUTEDSOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH SUB <br />3'd (42') PRECAST 2231 <br />W-W (48n PRECAST 198E <br />4'd (6/') PRECAST ISO <br />S<' (8/') PRECAST 1217 <br />8.10' (m PRECAST 1062 <br />V-V p61 PRECAST 909 <br />Td (W') PRECAST 743 <br />V4' (112') PRECAST 554 <br />lad (12r) PRECAST 476 <br />114- (13n PRECAST 362 <br />1Y0 (144') PRECAST 337 <br />IV414 (16n PRECAST 290 <br />14'4r (16S') PRECAST 279 <br />14'4r (178') P111647A648ED N.R. <br />1S4' (184') PRESTRESSED N.R. <br />1T4- (21b9 PIrE8TRF8BED N.R. <br />IV4' (23T) PRESTRESSED N.R. <br />21'4' (25S') PRESTRESSED N.R <br />224r P2649 PRESTRESSED N.R. <br />24'd PlIn PRESTRESSED N.R. <br />Omm0�0 <br />mmoovo� <br />O��Omm <br />'m�000�0 <br />Imo��i�om <br />sammo�oo <br />mammamm000m <br />mmmmKzmmKrLmOm <br />0® <br />IMM10i.y <br />D�mO■^...E00 <br />ommoo�!c^'r! <br />00�0©00 <br />OmmOm�..'T"�1Q1_"f <br />ODmm�mO <br />��omm�ov <br />o��lmmoo <br />�®000moo <br />0�000®0 <br />0���000 <br />0000000 <br />000mmoo <br />000�00 <br />0000�00 <br />D' <br />10101�®00 <br />�0000000 <br />(#) 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 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />►Mh SAFE GOAD tmw.►e I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />"w I <br />-- <br />I ----_-I <br />LENGTH <br />Tor (42-) PRECAST <br />1025 <br />1024 <br />1598 <br />T-r (42') PRECAST <br />4'0 (49') PRECAST <br />785 <br />783 <br />1309 <br />4'd (4B') PRECAST <br />W4r (64-) PRECAST <br />592 <br />591 <br />1073 <br />s'd (54-) PRECAST <br />54' (e4-) PRECAST <br />411 <br />411 <br />745 <br />64' Wj PRECAST <br />W-10' VW) PRECAST <br />340 <br />339 <br />618 <br />8-10' (701) PRECAST <br />B4' (M PRECAST <br />507 <br />721 <br />490 <br />Sd (78) PRECAST <br />Td Mn PRECAST <br />424 <br />534 <br />383 <br />Td (9D") PRECAST <br />941' (1121 PRECAST <br />WS <br />512 <br />230 <br />94' (11n PRECAST <br />1010 (128) PRECAST <br />284 <br />401 <br />180 <br />iVd (125r) PRECAST <br />11'4' (138) PRECAST <br />200 <br />462 <br />154 <br />11'4' (138) PRECAST <br />12- (144') PRECAST <br />244 <br />402 <br />137 <br />170 (i"') PRECAST <br />13'4- (15n PRECAST <br />217 <br />324 <br />110 <br />13'4' (10n PRECAST <br />UI'd (18n PRECAST <br />2o5 <br />293 <br />100 <br />14'd (1S8') PRECAST <br />14'd (17n PRESTRESSED <br />N.R. <br />284 <br />91 <br />14'4r (178n PRESTRESSED <br />IV4' (154") PRESTRESSED <br />N.R. <br />250 <br />83 <br />1S4' (1&1) PRESTRESSED <br />17'4' PlIn PRESTRESSED <br />N.R. <br />194 <br />64 <br />1T4' MITI PRESTRESS® <br />IV4• Mn PRESTRESSED <br />N.R. <br />146 <br />52 <br />IW4' Mn PRESIRESM <br />21'4' Wn PPESTRENED <br />N.R. <br />125 <br />42 <br />21'4' PM PRESTRESSED <br />22-V (254') PRESTRESSED <br />N.R.116 <br />40 <br />(28 <br />2Z-V 41 PRESTRESSED <br />2-W (288') PRESTRESSED <br />N.R <br />91 <br />39 <br />24'd (MI PRENTRE88ED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM %AFE 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 SPECIFICATIONS - PROVIDE LSNM L;M 4* OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 18-0126.03 <br />-- — — — — — — — — — — — — — — — — ------------m----------------- <br />8RF14- <br />1T/0WOB <br />r r <br />a.�..a.a.�... _ ....�:�'r:Q�-aD � <br />'1 <br />I 1 <br />I 1 <br />8 � 1 <br />I 1 <br />1 <br />LL � ml <br />m <br />LIFT BEAM PLAN <br />SCALE: 1/4' = V-0' <br />LINO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-0', UNO. <br />♦, 1 <br />♦ 1 <br />♦ 1 <br />♦♦ 1 <br />I <br />,%♦ 1 <br />8F16-lT/0M/0B <br />I <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407.7744078 <br />wwwAbdesigngroup.com <br />AA #: 0003326 J <br />tY <br />will <br />m <br />aL7aDiv. ae I+OT <br />ABBOTT PARK <br />LOT #19 <br />BLK #15 <br />PROJECT# <br />04181.000-19151 <br />MODETj <br />4EAB <br />"1672-ARIA" <br />GARAGE 93WMCk <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />10 <br />I <br />IDA�PE." 08% %20 <br />aCALE: 1/4"=1'-0" <br />9*1EET <br />s2 <br />