Laserfiche WebLink
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" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1 Od x 1 1/2" HDG NAILS. WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 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 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 />B. 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, .17T"' 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 SEAM/ B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH I 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 />(psl) <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />30DO <br />8x8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD I <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4154MF6/MM I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH - - 0U0 <br />T-r (42D PRECAST 2231 <br />4'4- (48') PRECAST 1988 <br />4'4' (14') PRECAST Inn <br />64' (649 PRECAST 1217 <br />S-10- (709 PRECAST 1,082 <br />e4' (7e1 PRECAST 806 <br />r4' (W) PRECAST 743 <br />S-4' (112') PRECAST 654 <br />10'4' (126') PRECAST 475 <br />ll'-4- (13n PRECAST 362 <br />17-V (144') PRECAST 337 <br />I" (18n PRECAST 206 <br />14'40' (16n PRECAST 279 <br />14'4' (178) PRESTRESSED N.R. <br />164' (1841 PRESTRESSED N.R. <br />ir-4" Wn PRESTRESSED N.R. <br />19'-4' Wr PRESTRESSED N.R. <br />21'-4' (2667 PRESTRESSED N.R. <br />274' (284l PRESTRESSED N.R. <br />2{'-0' PRESiPE88ED <br />OffmAffmmDDO�I <br />ms�ovoom <br />oomommm <br />mmovoov <br />mommmmm <br />0�00m00 <br />moolmnr7_= <br />m®m000m <br />moor_ <br />c�4@,Q <br />0momoov <br />�m00��0 <br />�m000Q��� <br />0�000m0 <br />ommoo <br />oo®o©mo <br />Od7m00E:".1!1G�1 <br />0�m�0�0 <br />0EME00m00 <br />O���m00 <br />©om0moo <br />00mzzm0 <br />Mom <br />�D�mmmm <br />m��0 <br />�mzmmzm" <br />(MB") N.R. 1241 20 14a1 414 M /roz 1m <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TARN FROM WYE LOAD TABLES' BY CASTCRETE MAY 201E EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MARUFACTI#IES SPECIFICATIONS <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />61IMP611illiM 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />TO (4r) PRECAST <br />10251 <br />1024 1 <br />11508 <br />1 SO (42') PRECAST <br />4%W (46') PRECAST <br />M <br />783 <br />1309 <br />P4' (4n PRECAST <br />V4' (64-) PRECAST <br />502 <br />M1 <br />1073 <br />4'4' (64') PRECAST <br />Ste' (64') PRECAST <br />411 <br />411 <br />745 <br />SAP (84') PRECAST <br />5.10' (70") PRECAST <br />340 <br />339 <br />616 <br />5.10' (709 PRECAST <br />S4' (7r) PRECAST <br />507 <br />721 <br />490 <br />S4' QB') PRECAST <br />r4' (M PRECAST <br />424 <br />534 <br />363 <br />r4' (M9 PRECAST <br />SA' (11r) PRECAST <br />320 <br />512 <br />230 <br />Vd' (112D PRECAST <br />104' (12r) PRECAST <br />284 <br />401 <br />180 <br />10-4' (12n PRECAST <br />11'1' (136') PRECAST <br />20D <br />452 <br />154 <br />ll'4' (138) PRECAST <br />174' (144') PRECAST <br />244 <br />402 <br />137 <br />174' (144') PRECAST <br />13'4' (ISM PRECAST <br />217 <br />334 <br />110 <br />1 13W (160') PRECAST <br />14'4' (116r) PRECAST <br />2D6 <br />203 <br />100 <br />41'4' (188-) PRECAST <br />1#4' (178D PRESTRESSED <br />N.R. <br />284 <br />91 <br />14'4' (178') PRESTRESSED <br />1ST (164') PRESTRESSED <br />N.R. <br />250 <br />83 <br />IVW (184') PRESTRESSED <br />1r4' Wn PREFITIES8ED <br />NA <br />194 <br />84 <br />17`4' On PRESTRESSED <br />1S4' Mn PRESTRESSED <br />N.R. <br />146 <br />62 <br />17d' Mn PRESTRESSED <br />21'W PlIn PRESTRESSED <br />N.R. <br />125 <br />42 <br />21'4- Pr PRESTRESSED <br />27-V (2841 PRESTRESSED <br />NA <br />1 118 <br />1 40 <br />1 274' (2841 PRESTRESSED <br />24'4' Mn PRESTRESSED <br />N.R. <br />91 <br />33 <br />W-V (ml PRESIREBBED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR EKCEED VALUES STATED ABOVE <br />• PROVIDE MINIMUM 4' OF BEARING PAST EACH SITE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0126.03 <br />LIFT BEAM PLAN <br />8F161 T/0M/OB _ — _ _ _ _ <br />1 <br />1 <br />1 <br />1 <br />1 <br />I 1 <br />i 1 <br />1441 N. RONALD REAGAN]IBLVDLONGWOOD,FL3275PH: 407-774.6078 <br />FAX 4.4 <br />407-77078 <br />www.abdesigngroup.c <br />AA #: 0003325 <br />Y <br />� <br />� <br />4 <br />9 <br />4A <br />4 <br />Z' <br />0 <br />9c78aiv � roT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #15 <br />PROJECTf <br />04181.000-14151 <br />MODE,f, <br />1408" <br />"DAKOTA" <br />GARAGE 9rIiNG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />T <br />DATE. 08/31, 20 <br />9CALE: 1/4"=V-0" <br />ammm <br />s2 <br />