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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) 1Od 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 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 O'-0', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />ZaNM 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 />�I) <br />W�, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />4tnM4jN SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />V-S' (42) PRECAST 2231 <br />4.4' (48n PRECAST low <br />4'4' (54') PRECAST 1685 <br />6'4' (64') PRECAST 1217 <br />6'40' (M PRECAST 1082 <br />8'4' (76n PRECAST 606 <br />T4' (80') PRECAST 743 <br />64' (112') PRECAST 664 <br />10$ (12r) PRECAST 475 <br />11'4" (136m PRECAST m <br />ir4' (144-) PRECAST 337 <br />18'4' (180') PRECAST 206 <br />14'4' (IOn PRECAST 278 <br />14'4' (17n P NA <br />16'4' (1841 PRESTRESSED N.R. <br />04' Wn PRESTRESSED N.R. <br />16'4' Mn PRESTRESSED N.R. <br />21'W (268') P NA <br />2214' W) PREVRESSSD N.R. <br />24'4' CN669 PREIAFBSED <br />lI�III�= <br />d000�0 <br />oo�m®mm <br />omoomom <br />0m00000 <br />oo��oom <br />0��0�00 <br />®8�0000 <br />0©DODBL�O <br />o©omo <br />mm00000 <br />mm000�i7!!CQ^ <br />0�00■��0 <br />oomoo�cr <br />oo®o©mo <br />ommom�!� <br />oommomv <br />000moota <br />oom0oov <br />100�©�O(0 <br />v00000v <br />'©000mota <br />a�ac�a�oo6>vv <br />IODm��00 <br />©00000a� <br />ost�siraa�s�a�sl <br />a <br />oa�0000a� <br />'.��DODOm <br />os�0000a� <br />acmoaos�oo <br />�oa�000B>os� <br />Om�O��m <br />N.R 01 1 210 1 411 1 94 f 04 1 1112 I 1222 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TARN FROM SAFE LOAD TABLES' BYCASTCRETE MAY 2015 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE 8'PRECAST PRELATERAL <br />HESSED ULOADS {INTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />�w SAFELOAD SAFE LOAD - POUNDS PER LINEAR FOOT <br />3'4' (42') PRECAST <br />1025 <br />1024 <br />1866 <br />r4' (42) PRECAST <br />4'4' (46') PRECAST <br />756 <br />763 <br />1309 <br />4.4' (48) PRECAST <br />4'4' (549 PRECAST <br />SIR <br />561 <br />1073 <br />4.4' (64) PRECAST <br />b'4' (641 PRECAST <br />411 <br />411 <br />746 <br />T-C (64') PRECAST <br />VAO' (70') PRECAST <br />340 <br />336 <br />618 <br />V-10' (70') PRECAST <br />" (76') PRECAZr <br />sm <br />721 <br />400 <br />C4' (M PRECAST <br />T4' (S09 PRECAST <br />424 <br />534 <br />383 <br />T4' (In PRECAST <br />r4' (112) PRECAST <br />320 <br />612 <br />MID <br />7W (11n PRECAST <br />10'4' (126) PRECAST <br />254 <br />401 <br />180 <br />10'4' (128') PRECAST <br />11'4' (138) PRECAST <br />200 <br />452 <br />154 <br />11'4' (138) PRECAST <br />1r4' (1441 PRECAST <br />244 <br />402 <br />IV <br />124' (144') PRECAST <br />1S4' (160') PRECAST <br />217 <br />324 <br />110 <br />13-4- (160') PRECAST <br />14'4' (168') PRECAST <br />205 <br />203 <br />100 <br />14'4' (IMn PRECAST <br />W4' (178') PRESTRESSED <br />N.R. <br />264 <br />91 <br />14'4' (17n PRE61 <br />1" (1641 PREISTRIESOM <br />N.R. <br />M <br />88 <br />1SW (1841 PRB611iE8BED <br />17'4' (208') FhiES7Ftl <br />N.R. <br />194 <br />64 <br />1T4' Wn PRESTRESSED <br />10'4' MZ1 PRESTRESSED <br />N.R. <br />146 <br />62 <br />19`4' Mn PRESTRESSED <br />2VW W7 PRETTPOW <br />N.R. <br />126 <br />42 <br />21'-4' On PREBTR� <br />2Z4' (7641 PRUnEMNJt <br />116 <br />40 <br />2r4' OW <br />OB'7 <br />W-O' P" PRESTRESSED <br />NA <br />W <br />83 <br />24'4' Mn(280') PRESIREHBED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />• PROVIDE MINIMUM 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 M 1&0126.03 <br />L - - - - - - - - - I - - - m - - - - - J % - - - - - - - - - - - - - - I - - - - - m - - - - - - m - J <br />LIFT BEAM PLAN <br />SCALE: 1/4" = l'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA 8: 0003325 <br />O <br />C2 <br />gt: <br />u <br />C <br />a <br />aUDDIV. Ae IAT <br />SILVERADO <br />LOT #37 <br />BLK #18 <br />PROJECT <br />04128.00-37181 <br />MODEIa <br />4EBB <br />"1828-CALI" <br />GARAGE OWMG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH W. B <br />