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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 WI (9)10d x 1 112" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA WI (10)10d x 1 1/2" HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 WI 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 MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <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 @ 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 />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.OA. = 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 />fe <br />(psi) <br />W`XH- <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />30D0 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />bwr.6NIm 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH °Y0 <br />Tor (42-) PRECAST 2231 <br />4'4T (48') PRECAST ISIS <br />4--w (849 PRECAST 15" <br />B-W (641 PRECAST 1217 <br />8.10' (701) PRECAST 1052 <br />B4T (A1 PRECAST ow <br />T4Y Mn PRECAST 743 <br />9'-C (112') PRECAST SS4 <br />1" (1291 PRECAST 476 <br />11'-4- (138') PRECAST 382 <br />12-V (144-) PRECAST 337 <br />174' (180') PRECAST 296 <br />14'4T (16r) PRECAST 279 <br />1r4r (178l PRESTRESSED KR. <br />1" (184') PRESTRENED Kit <br />1TW On PRESTRESSED KR. <br />194' M2) PRESIREIISED N.R. <br />214' (A117 PRESTREM NA. <br />274T (XV' PRESTRESSED NR <br />21-V PRE <br />�r===®r=— <br />I <br />0��0©Ott�l <br />0L0�000�'. <br />O�t�Omm <br />01�m0�00 <br />mmm�!oo <br />0moomov <br />�m0moC�0 <br />0movo <br />�mt00�m0 <br />0�00�m0 <br />0810�0®00 <br />ommom�!cr <br />oomoomv <br />""OEM"" <br />0©00��0 <br />oomomoo <br />©omomoo <br />0�m0m00 <br />©o�0�7m0 <br />��mm0m <br />000�000 <br />mc:mmzm©m <br />OEM <br />"EERIER"""" <br />0®00 <br />�m�00m0 <br />NA 1 /m me 4m M NN 1 1012 1 1ffi3 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'SAFE LOAD TABLE' BY CASTCRETE MAY 2018 EDITION <br />ALL PRECAST PROOUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECFIGTIONB <br />LATERAL <br />347 (42') PRECAST <br />1028 <br />1024 <br />law <br />r-W (48n PRECAST <br />788 <br />783 <br />1300 <br />r4r (641 PRECAST <br />592 <br />501 <br />1073 <br />B4' (84') PRECAST <br />411 <br />411 <br />746 <br />94W (70') PRECAST <br />340 <br />339 <br />016 <br />S4)' (78') PRECAST <br />W7 <br />721 <br />490 <br />r-r (W) PRECAST <br />424 <br />534 <br />303 <br />F-C (112') PRECAST <br />328 <br />512 <br />230 <br />10'4' (12n PRECAST <br />284 <br />401 <br />180 <br />11'4' (13r) PRECAST <br />2110 <br />462 <br />164 <br />174T (144') PRECAST <br />244 <br />402 <br />137 <br />184' (1999 PRECAST <br />217 <br />=4 <br />110 <br />14-4T (18n PRECAST <br />208 <br />293 <br />100 <br />tr$ (17n PRl?8TFIESSIED <br />NA <br />204 <br />91 <br />lF-r (1841 PRESTRES110 <br />N.R. <br />20 <br />83 <br />1T4' ROBS PRESTRWED <br />N.R. <br />194 <br />64 <br />194' Mn PRESTRESSED <br />NR <br />148 <br />62 <br />21'4' Mn PREBTRESSEO <br />N.R. <br />125 <br />42 <br />27-V (2541 PRE <br />KIM <br />116 <br />40 <br />2P-0' Mn PREBTIMSED <br />NA <br />91 <br />33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />AMFGMBS I SAFE LOAD - POUNDS PER LINEAR FOOT <br />'.F1CZL�+r�m��00�0 <br />000m�00 <br />m0�m000 <br />�m��00®0 <br />m0�00®m <br />���00000 <br />�D�m00m® <br />©�m00�0 <br />cmm�0MEMO=zmpw:!r <br />IMP <br />6`1EC <br />M <br />_ <br />0Q1Q'1Q7Q1�7�_! <br />0 <br />�!'1 <br />C�� <br />tT <br />B>C7� <br />B1Q• <br />Q� <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 MIND" r OF BEARING PAST EACH BIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 1"128.03 <br />LIFT BEAM PLAN <br />SCALE: 114" = 1'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX: 407-7744078 <br />wwwAbdes4Mgroup.com <br />AA IF: 0003325 <br />9tgg� <br />a <br />b <br />m <br />C <br />io <br />avaasv as for <br />SILVERADO <br />LOT #7 <br />BLK #18 <br />PROJECT <br />04128.00 -07181 <br />HODELA <br />4EBB <br />"1828-CALI" <br />GARAGE 9WWO: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />N <br />AA <br />NO <br />Dalpff -1 <br />A- : 12/03/19 <br />SCALE: 1/4"=1'-0" <br />sHMET <br />s2 <br />