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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 W/ (9)1Od x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10)1 Od x 1 1 /2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 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 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 HILT] X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8836, .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 U-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />DESORIPTION <br />REMARK <br />(D <br />(2) 2XS <br />BEAM SCHEDULE <br />MMZM INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A. -TOP OF ARCH / T.OS = TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. - THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />WXH,SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />SBI <br />MASONRY <br />3000 <br />8x18 <br />(1)it5 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />(1)#6 <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 />49As-611,0I8 I SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD 46WP6NA 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH mm <br />S4r (42') PRECAST Z131 <br />4'4r (M') PRECAST 1088 <br />4'4r (64') PRECAST 1800 <br />FW (84') PRECAST 1217 <br />V-IV' (70) PRECAST 1W2 <br />Bd' (7S-) PRECAST Coe <br />ra' (IDS PRECAST 743 <br />0'w (112) PRECAST 654 <br />iVd (12r) PRECAST 478 <br />114' (138) PRECAST 302 <br />Ir4r (144') PRECAST 337 <br />law (18D'1 PRECAST 2D8 <br />14'0 (18111 PRECAST r70 <br />11'4r (176') PRESTRESSED N.R. <br />IV-C (184') PRE8IRESBED N.R. <br />1r4* (Z08') PRESTRESSED N.R. <br />19-r Mn PRESTRESSED N.R. <br />21'4' CAA PRESIDED N.R. <br />2r4r (264*) PRESTRESSM Kit <br />24.4r - PREBTRESSEO <br />��m=mml <br />o��000 <br />oo�ommm <br />00��000 <br />oo�omm <br />mmm0000 <br />m��000v <br />ODD�.1nC"1CG!!!Q� <br />omomoov <br />0®000f..�.N' <br />� <br />�m00000 <br />�m000Q'"Q!I <br />Omm0�00' <br />oom0000 <br />oom0000 <br />oom0000 <br />oom0000 <br />®�000�0 <br />oom0000'. <br />0�7�000� <br />�D�mOmm <br />� <br />� <br />�©l�� <br />0��0®00 <br />©©���00 <br />0""©�0m <br />���� <br />(2B8") N.R. I is M4 •40 4M 4M iaa# va <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 2018 EDITION <br />•ALL PRECAST PRODUCTS ARE TO BE PWAL ED PER MMMFACTURES SPECIFICATIONS <br />r4r (42') PRECAST <br />1028 <br />1024 <br />15B <br />r4' (427 PRECAST <br />4'4r (48') PRECAST <br />788 <br />783 <br />1300 <br />4'4r On PRECAST <br />4.41' (84') PRECAST <br />SM <br />691 <br />1078 <br />4'd" (84') PRECAST <br />SW (84') PRECAST <br />411 <br />411 <br />746 <br />84' (64") PRECAST <br />6'-10- (70') PRECAST <br />340 <br />339 <br />616 <br />9-10- (70R) PRECAST <br />ow (73") PRECAST <br />807 <br />7Y7 <br />490 <br />8'd on PRECAST <br />r4' On PRECAST <br />634 <br />303 <br />r4r (80') PRECAST <br />V4' (114) PRECAST <br />812 <br />230 <br />VW (112') PRECAST <br />I" (128) PRECAST <br />r32-6 <br />401 <br />180 <br />/V4r (12n PRECAST <br />114' (138) PRECAST <br />452 <br />154 <br />114' (138) PRECAST <br />174r (144') PRECAST <br />402 <br />W7 <br />174r (144') PRECAST <br />1r-4- (16n PRECAST <br />217 <br />324 <br />110 <br />184' (180") PRECAST <br />i4%W (168') PRECAST <br />208 <br />203 <br />10D <br />14'4r (16n PRECAST <br />14'-W (178) PRESTREINIED <br />N.R. <br />284 <br />Si <br />14'4r (176') PREff7RE88ED <br />1S4" (184') PRWMEMM <br />N.R. <br />269 <br />83 <br />15-4 (184% PRESTRESSED <br />irk' (2M PRESTRESSED <br />N.R. <br />194 <br />64 <br />lrW Wn PRESTRESSED <br />/84' (M PREITROINED <br />N.R. <br />140 <br />52 <br />1VW PM PREATRESMD <br />V-0 (2W9 <br />N.R. <br />128 <br />42 <br />214' CZW) PRENIRESM <br />27-W R641 PRE811iE88M <br />N.R. <br />110 <br />M <br />27-T (184") PRE8TRE8�D <br />2C-W On PIVISTRENED <br />NA. <br />01 <br />33 <br />24'4r On PRESTRE8IED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE M FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR EKDEED VALUES STATED ABOVE <br />• PROVIDE MNMUM 4. OF BEARING PAST BACH SIDE OF WIDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE It 1"126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />i441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />www.abdoslgngroup.com <br />AA * 0003328 <br />r <br />6 <br />d <br />q <br />gsr <br />ppOO <br />J <br />66 <br />IN <br />aUBD:v ac LOT: <br />ABBOTT PARK <br />LOT #27 <br />BLK #8 <br />PROJECT114 <br />04181.000-27083 <br />MODEII <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 811IIdG: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />DA UNT 11/28/19 <br />SCALE: 1/4"=1'-0" <br />slamm <br />s2 <br />