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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 HTAI6 WI (9) 10d x 1 1/2"HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 112" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1Od x 1 1/2' HOG 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 />HEADER SCHEDULE <br />MARK <br />DESCRIPTION 8I2E 8i <br />REMARK <br />1Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />CESM 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, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc <br />(psi) <br />SIZE <br />-H' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM, <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Bx16 <br />(1 #5 <br />1 #5 <br />NIA <br />GROUTED SOLID <br />8B2 <br />MASONRY <br />3000 <br />Bx8 <br />1)#5 <br />NIA <br />GROUTED SOLID <br />C81 <br />CONCRETE <br />3000 <br />8x31 <br />2 #5 <br />2 #5 <br />1 #3 <br />8-O.C. <br />GROUTED SOLID <br />"CAST-CRETEN SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS <br />N SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL OAD w� SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE 81M 84a8 VIM V%ft W%ft WWAS 4P94B f7T.48 TYPE _ RryU TYPE a4.1r ORMT WIWIT WM4r W2E-7 ii$ ewatt <br />LENGTH <br />3'4' (42') PRECAST =31 <br />111041' (4n PRECAST 1888 <br />4'4' (54') PRECAST I= <br />s-P (64') PRECAST 1217 <br />It-10' (70') PRECAST 1082 <br />S4' (78M PRECAST 808 <br />r4" Mn PRECAST 743 <br />8'4' (112) PRECAST 554 <br />194' (12" PRECAST 475 <br />11'4" (136) PRECAST 382 <br />124' (144') PRECAST 337 <br />ITW (16n PRECAST 288 <br />Iwo (ion PRECAST 279 <br />14'4' (178') PRE81RESSED MR <br />184' (184') PREffnmssm NR <br />1r4' On PRESTRESSED NR <br />110'4' (?32') PREBTRESSED N.R. <br />214' Mn PRESTRESSED N.R. <br />(2841 PRESTRESSED NA <br />2f4r C PRESTRESSED NR <br />0000�0� <br />�OmOm <br />000voom <br />0m000�0 <br />mom�rom <br />m000moo <br />t <br />Di.�7 <br />��m000� <br />IF17M <br />0momoom <br />mm�0�00 <br />m�000Q1AQ� <br />O0m0��0 <br />oom0000 <br />Emu <br />mmoow_=_ <br />KOM <br />oomm000 <br />oommamo <br />0000moo <br />oomm�oo <br />®omommv <br />©omomoo <br />00000mv <br />0�0�00© <br />I KE m <br />INEZ m <br />©000 <br />,m m 1 4w 1 am I m I tau I un <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM WFE LOAD TABLES' BY CASTCRETE MAY 2018 EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />LENGTH <br />- --I <br />LENGTH <br />74' (42') PRECAST <br />100 <br />1024 <br />1SIS <br />T4' (421 PRECAST <br />4'-0' (48') PRECAST <br />788 <br />7B3 <br />1308 <br />00 (4P) PRECAST <br />P4' (61') PRECAST <br />692 <br />SRI <br />1073 <br />00 (15" PRECAST <br />S4' (84') PRECAST <br />411 <br />411 <br />745 <br />S4' (641 PRECAST <br />F-10' (70') PRECAST <br />340 <br />339 <br />$ib <br />V-IV (TO') PRECAST <br />S8 [M PRECAST <br />WT <br />721 <br />490 <br />" (19 PRECAST <br />T4' On PE4ECAST <br />424 <br />634 <br />383 <br />r4' Pn PRECAST <br />74' (117) PRECAST <br />326 <br />512 <br />230 <br />94' (1121 PRECAST <br />1174' (128) PRECAST <br />284 <br />401 <br />180 <br />1S4' (12n PRECAST <br />iP4' (138') PRECAST <br />280 <br />462 <br />IN <br />ll'4' (13n PRECAST <br />124r (144') PRECAST <br />244 <br />402 <br />137 <br />1" (144') PRECAST <br />I" (10D") PRECAST <br />217 <br />324 <br />110 <br />13W (1W) PRECAST <br />14-0 (186') PRECAST <br />208 <br />203 <br />100 <br />IN-V (188n PRECAST <br />14'd (178') PRESTRESIED <br />N.R. <br />2m <br />III <br />U'4' (178) PRESTAEM <br />1B4' (18P) PRESTRESSED <br />N.R. <br />250 <br />83 <br />IF-C (184') PRESiRE81 <br />lr4' Wn PRISITRESIED <br />N.R <br />194 <br />64 <br />1r4" Wn PR83TREM <br />1V-C RM PREi81RESSED <br />N.R. <br />148 <br />82 <br />1S4' (23T) PRESTRE81 <br />21'4' Mn PRESTREIRED <br />N.R. <br />ISO <br />42 <br />21'4' Wn PRE87TEB' <br />2Y41' (211141 PRESTRESSED <br />N.R. <br />116 <br />40 <br />2Y4' (aw') PREBTRE81 <br />24'4' On P <br />N.R. <br />81 <br />33 <br />24'-0' Mn PR68IR68 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VAWES STATED ABOVE <br />- PROVIDE MINIMUM IMUM 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 #: 16-0126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = l'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA 0: 0003328 <br />5 <br />Q <br />L <br />sU13Div ee LOT <br />SILVERADO <br />LOT #8 <br />BLK #18 <br />PROJECT# <br />04128.002-08181 <br />MODELc <br />3EFB <br />"2447— ROBIE" <br />GABAGE 8WING: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />(CAST—CRETE) <br />50 MPH EXP. <br />D = 10/09/la <br />SCALE: 1/4" = 1'-0" <br />SHEET <br />s2 <br />