Laserfiche WebLink
7b\di1MICI`Cel1*3 <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS. <br />SMALL JACKS < W MAY BE NAILED WW/ (10)d x 1 1/2" HOG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA WIN (10) 10d x 1 1/2" HDG NAILS, 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 BE GALVANIZED. <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 ENGINEERS 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 2 718" 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 />DESSC..R�IPTICNV <br />REMARK <br />0 <br />(2) 2X8 <br />BEAM SCHEDULE <br />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 />(c <br />SIZEREMARKS <br />REINFORCEMENT <br />STIRRUPS <br />STM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBt <br />MASONRY <br />3000 <br />8.8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />48IAW.6111068 I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH BU6 <br />T4" (42') PRECAST 2231 <br />4'4" (49) PRECAST 165E <br />4'4" (547 PRECAST 158E <br />8-" (SP) PRECAST 1217 <br />8-10" (M PRECAST 1002 <br />e4" (76') PRECAST 906 <br />r4" Wj PRECAST 743 <br />1M" (112") PRECAST 554 <br />10'4" (128) PRECAST 475 <br />11--e (131r) PRECAST 362 <br />IZ-V (144') PRECAST 337 <br />17-V pw) PRECAST 206 <br />144r (16n PRECAST 279 <br />14'4" (17r) PRES111SIMED NA <br />15'4" (1S4") PRESTRESSED NJL <br />ir-C R051 PRESTRESSED NJL <br />191" R327 PRESTO N.R <br />21'-C On PRESTRESSED N.R. <br />27-W R64) PPMW&SM NA. <br />24'4" Mn PRESTRESSED N.R. <br />mrmn=r <br />0KMX00KZ=0 <br />00®Ommm <br />omovoov <br />OD®O�mm <br />0�m00�0 <br />�mo��iaom <br />(oom0000 <br />�0®00�00: <br />omovo <br />mmovoKEE <br />0m00N=M <br />I0�00�00 <br />D000©00 <br />0EEM©Ilim <br />oo©ODE7E7 <br />0mmmwml=m <br />ODm00E7E7 <br />�m000000 <br />0000000 <br />O�mm0E,17E:Ei <br />I��000�0 <br />���mm0E:7 <br />�DOD10�" <br />0�00®0� <br />0�00�00 <br />0m�000� <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LI <br />T-r (42') PRECAST <br />10251 <br />1024 <br />1 105 <br />W-r (4r) PRECAST <br />7W <br />769 <br />1 1300 <br />4'4" (54") PRECAST <br />602 <br />Sd (64-) PRECAST <br />411 <br />5'-IV (70") PRECAST <br />340 <br />jS.34383 <br />B4 Pa7 PRECAST <br />507 <br />T4" (60') PRECAST <br />424 <br />9-C (11Z) PRECAST <br />328 <br />612 <br />230 <br />W-C (12r) PRECAST <br />204 <br />401 <br />180 <br />11W" (138) PRECAST <br />210 <br />462 <br />154 <br />124" (1"') PRECAST <br />244 <br />402 <br />137 <br />13'4" (1W) PIECAW <br />217 <br />324 <br />110 <br />14'4" (1W) PRECAST <br />206 <br />203 <br />100 <br />114" (176") PRESTRESSED <br />N.R. <br />264 <br />61 <br />1S4" (164-) PRESTRESSED <br />N.R. <br />269 <br />83 <br />1r1" Wn PREIMIESSS) <br />N.R. <br />194 <br />64 <br />15-4" Mn PRE <br />N.R. <br />148 <br />52 <br />214" PM PRESTRESSED <br />N.R. <br />126 <br />42 <br />2F-W R647 PRESIREM <br />N.R. <br />116 <br />40 <br />eI N-W W" PRE'87RC�namuslowiffi <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />49AP-6111000 I SAFE LOAD - POUNDS PER LINEAR FOOT <br />rr�r�_ r�_�mm�000 <br />m�00��0 <br />m0�00®0 <br />00000mo <br />0�00000 <br />Om�00�� <br />K=m= <br />1m*1Ezrm=ff=wZm- <br />11mmmm©Osmsmm <br />�Omm0�00 <br />oom0000 <br />oomQ�r��r� <br />, <br />fffnnfffff+.w+•fffr�ffff+fff•�fffrff� <br />(*)THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALM TAKEN FROM %AFE LOAD TABLES" BY CASTC ETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE 616TALLED PER MANUFACTURES SPECIFICATXX48 -PROVIDE MINERS# 4' OF BEARING PAST EACH SDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE FE.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-012&03 <br />86671T/OMPoB SF16- TPoMPo6 <br />3 <br />Fm m 2 d t <br />p. <br />°p °D <br />GTc i <br />or�o-i I/uwvue � E <br />o <br />1' <br />A, <br />a <br />r <br />5 <br />3m P <br />A <br />d C <br />5 LINO, PROVIDE 881 WHERE ') <br />s ROOF TRUSSES BEAR, TOP. <br />OF WALL EL. 8'-8 , UNO. "t <br />t <br />� a a <br />e <br />5 a?. <br />r r � <br />h, L-----� <br />8RF14- <br />1T/OM/OB <br />S ° GT <br />g # <br />k <br />s 8Fi6-iTPoMl0B f W284T/OM/OB 4 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-O" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 000332E <br />V <br />oo <br />03 <br />R <br />iL <br />BusDIV. B LOT <br />SILVERADO <br />LOT 49 <br />BLK 6 <br />PROJECT# <br />04128.002-49061 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE 8'rMCII.: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />2 <br />Tali. FT►•T <br />• � c .c <br />DATM* Ol/18/19 <br />acALE: 1/4"=1'-0" <br />SHEET <br />S2 <br />