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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) 10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x i 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 PIIS36, .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 />CEfieel P&710N <br />REMARK <br />1Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />RZZUM 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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />re <br />(PSI) <br />WxH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BSI <br />MASONRY <br />3000 <br />8X16 <br />(1)RS <br />(1)#5 <br />WA <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />Bx8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST 8, PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH O1O <br />r4' (4r) PRECAST =I <br />4.4" (4r) PRECAST 1965 <br />,Rr (54') PRECAST ISIS <br />9d' (649 PRECAST 1217 <br />9-Ia (m PRECAST 1002 <br />9$ (78') PRECAST 908 <br />r4' Rn PRECAST 743 <br />rW (11r) PRECAST 554 <br />10b' (129) PRECAST 475 <br />11'-V (131T) PRECAST 362 <br />ir4' (144') PRECAST 337 <br />134- (Ia0) PRECAST 295 <br />14'4' (18n PRECAST 279 <br />14'4' (17W) PRESTRESSED NR <br />19.4" (184') PRESTRESSED NR <br />1r4' (209) PRtED N.R. <br />144' M PREFIRENED N.R. <br />21*W Mn PREF RENED NR <br />2r-0" R64') PREENTF MESSED NR <br />24'-0' PRE87REHBED <br />o�mvoov <br />0�00000 <br />oo�omo� <br />omovoov <br />oo��oom <br />mmmo�oo <br />���000v <br />mm0000m <br />�m000�o <br />D"m00m0 <br />oo®o©mo <br />oomooE�Q <br />��m©0m0 <br />oomoomo <br />oommmoo <br />"m0m0" <br />®�00�00 <br />®0mmm00 <br />000m0®o <br />c�ommom® <br />0D�m0m� <br />0��0®0m <br />( N.R. in400 461 4M ,M2 1222 <br />(*I THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUEBTAKIN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2M5 EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD w- SAFE LOAD - POUNDS PER LINEAR FOOT <br />PLF �'�"^ <br />TYPE .... .-. RCMU TYPE MWT M,a 4flNT WAMT W214r 4MIT ws,T <br />3'4' (42') PRECAST <br />10255 <br />1024 <br />INS <br />r4' (42-) PRECAST <br />V-W (469 PRECAST <br />765 <br />763 <br />IX9 <br />44' (41n PRECAST <br />P4' (64D PRECAST <br />502 <br />501 <br />1073 <br />4'4' (5P) PRECAST <br />94' (M') PRECAST <br />411 <br />411 <br />745 <br />94- (841 PRECAST <br />F-IV (7(In PRECAST <br />340 <br />3O <br />518 <br />T-IW (7n PRECAST <br />94" (769 PRECAST <br />W? <br />721 <br />490 <br />94" (M') PRECAST <br />r4" Pn PRECAST <br />424 <br />534 <br />38S <br />r-V (SO") PRECAST <br />S4" (112) PRECAST <br />328 <br />512 <br />230 <br />S-P (112') PRECAST <br />10'4' (12r) PRECAST <br />254 <br />401 <br />160 <br />1S8 (12r) PRECAST <br />11'1' (IW) PRECAST <br />200 <br />462 <br />154 <br />11'r (138') PRECAST <br />1r-W (144') PRECAST <br />244 <br />402 <br />IV <br />17-W (1441 PRECAST <br />13-4- (1W-) PRECAST <br />217 <br />324 <br />110 <br />I94" (I601 PRECAST <br />14'4" (16r) PRECAST <br />205 <br />283 <br />100 <br />14'4' (I6n PRECAST <br />14'4' (IM PRESTRESSED <br />N.R. <br />294 <br />91 <br />14'4' (17n PRESTRESSED <br />IFW (164l PRESTRESSED <br />N.R, <br />260 <br />83 <br />1" (184') PRESTRESSED <br />17`4' On PRE <br />N.R. <br />194 <br />64 <br />1r4' C[ n PRESTRESSED <br />1S4' Mn PRE <br />NR <br />148 <br />62 <br />IW-C Mr) PRESTRESSED <br />214' Wn PRESIId380 <br />NR <br />126 <br />42 <br />21'-C 0 n PRW7RFSBED <br />2r-0' (254) PRE <br />MR <br />116 <br />40 <br />22-4' (M-) PRpTRE88FD <br />W4r PlI1 PRC47ROO <br />NR <br />91 <br />38 <br />24'4' 0n PRESTRESSED <br />(A) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />• PRECAST PROOUCTS BYOTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />• PROVIDE MO M11M Y OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE A: 16-0126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />b <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32750 <br />PH: 407-7744 078 <br />FAX 407-774-4078 <br />www.abdosigngmp.com <br />AA A: 0003325 <br />ZZ <br />c <br />o <br />� <br />!2J <br />B)tJBDIV. as L/OT: <br />ABBOTT PARK <br />LOT #1 <br />BLK. #9 <br />PROJECT/1 <br />04181.000- 01091 <br />![ODEIa <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 911111sr7G: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />IN <br />D TM 6/15/2O <br />SCALE: 1/4"=1'—O" <br />8*1z= <br />s2 <br />