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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 />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 />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 P8S36, .177"' x 2 7/8" LONG, WITH WASHER M 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 V-O', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <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 E.E. = EACH END, 0/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fe <br />(psi) <br />SIZE <br />WSCH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />3000 <br />8x8 <br />0 46 <br />1 <br />WA <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />/MN SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH °U0 <br />3'0 (42-) PRECAST 2231 <br />4'-0' (4S') PRECAST 1908 <br />4'-6' (54') PRECAST 16W <br />5?4' (44') PRECAST 1211 <br />B-f0' (70') PRECAST 1062 <br />C4T' (TV) PRECAST gg6 <br />r-r (On PRECAST 743 <br />94' (112'7 PRECAST 664 <br />11000 (1289 PRECAST 475 <br />11'4- (13" PRECAST 302 <br />174r (144') PRECAST 337 <br />13'4' (1M PRECAST 206 <br />lN4F (1M PRECAST 279 <br />14'4' 0M PRESTRESSED N.R <br />1174' (184') PRESTRESSED N.R. <br />17'4' On PRESTRESSED N.R. <br />W-C Mn PRESIRES M NA <br />214' (2M PREUTRMED NA <br />27-V (264) PRESTRESSED MR. <br />24'-0" (2ee') PRESTRESSED <br />=r7"=r7m( <br />Omlcml <br />m <br />mO�0Bl�0m <br />0�m000v <br />mo��r!om <br />mmmo�oo <br />��DOOOm <br />0®mm0dm <br />mmm0000 <br />��000�0 <br />oomoo�Q+ <br />ooMURInomo <br />ommom�r_! <br />oommomo <br />000mmm0 <br />0��m0m0 <br />®omommv <br />®�m0�00 <br />01Lm0mzm0�00 <br />�m000"NEgm <br />mmmm000 <br />®�0m0m0 <br />DD�mmmm <br />0BiL70��� <br />mmm00mm <br />0��0®00 <br />mmmmm00 <br />(4) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />-ALL VALUES TAKEN FROM WIFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION <br />-ALL PRECAST PRODUCTS ARETO BE INSTALLED PER MANUFACTURES SPECIFICRI <br />34 (42') PRECAST <br />1M5 <br />1024 <br />1694 <br />VW (42') PRECAST <br />4'0 (4S') PRECAST <br />786 <br />763 <br />1308 <br />N-V (46') PRECAST <br />wo (a-) PRECAST <br />692 <br />001 <br />1073 <br />Y4r 04') PRECAST <br />E4' (64') PRECAST <br />411 <br />411 <br />745 <br />SW (61-) PRECAST <br />5.10' (M PRECAST <br />340 <br />339 <br />616 <br />SAW (70") PRECAST <br />B'$' (7M) PRECAST <br />W7 <br />721 <br />490 <br />W-r (le') PRECAST <br />r-d (9V) PRECAST <br />424 <br />534 <br />363 <br />rd' (eg') PRECAST <br />9'4' (112") PRECAST <br />326 <br />512 <br />230 <br />94' (112') PRECAST <br />10'-B" (12r) PRECAST <br />294 <br />401 <br />190 <br />10'4P (12r) PRECAST <br />11"4' (13r) PRECAST <br />280 <br />452 <br />154 <br />11'4' (138) PRECAST <br />174r (1441 PRECAST <br />244 <br />402 <br />137 <br />174r (144') PRECAST <br />13'4- (14n PRECAST <br />217 <br />324 <br />110 <br />184' (14n PRECAST <br />W0 (18n PRECAST <br />206 <br />203 <br />100 <br />W-V (1W) PRECAST <br />W-B' (1761 PRESTRESSM <br />N.R. <br />204 <br />91 <br />W4r (17n P <br />164' (1841 PRESTRESSED <br />NR <br />260 <br />83 <br />1B4' (1641 PRESTRESSED <br />1r4' Wr PRESTREM <br />N.R. <br />194 <br />64 <br />1r4' PlIn PRESTRESSED <br />19'4' (2M PRESTRESSED <br />NA <br />148 <br />82 <br />1C4' M2") PRESTRESSED <br />21'4" Mr PREFIT ENO <br />N.R. <br />126 <br />42 <br />21'4• (26BD PRE <br />274r (2647) PFUTREIIIIIED <br />N.R. <br />116 <br />40 <br />27-W W) PRESTRESSED <br />24'0 (2W) PRESTRE88E0 <br />N.R. <br />91 <br />33 <br />24'4r MI PRESTRESSED <br />(4) 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 ABWE <br />- PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WIDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE RE.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE* 16-0126.03 <br />L-------------- I--------------J L--------- ,,,I---------J <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX 407.7744078 <br />www,abcleslgngroup.com <br />AA #: 000332E <br />0 <br />�O <br />kbk <br />6 <br />ID <br />0 <br />us <br />2 <br />O <br />BLJBDM Ae LOT <br />ABBOTT PARK <br />LOT #13 <br />BLK #15 <br />PROJECT* <br />04181.000-13151 <br />MODEL' <br />4EBB <br />"1828-CALI" <br />GARAGE 8111T O: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />%160 MPH EXP. C <br />Sth' 1�9 <br />PDATE: mT O9/01/2O <br />DCALE: 1/4"=1'-0" <br />sklEET <br />s2 <br />