Laserfiche WebLink
FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL2O W/ (14) 10d x 1 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1OA OR LGT2 W/,Od 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 />S. 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 />0. 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 PBS36, .177'' x 2 7/8' LONG, WITH WASHER 42 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 />SIZE & <br />DESCRIPTION <br />REMARK <br />1Q <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 <br />E.E. = EACH END, O/c. ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(Pfc SI)IZH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Bx8 <br />(1)a3 <br />WA <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8' PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />1 <br />SAFE LATERAL <br />8' PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8' <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />ww <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />4—oc-S'SIS <br />SAFPLLFOAD <br />w A <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />SIX <br />a►MI <br />M1sas <br />I SF%0 I <br />ISOM <br />1 <br />0" <br />en24a <br />TYPE <br />LENGTH <br />BUS <br />8FS <br />RC24RD <br />TYPE <br />LENGTH <br />PI -IT <br />elui <br />6nSs,T <br />Maaaf <br />IFIfIT <br />M+ea7 <br />W&IT <br />8PAW <br />WA4-IT <br />02W <br />WANT <br />spear <br />a�+T <br />pun <br />3'4• (42� PRECAST <br />2291 <br />54' (4T) PRECAST <br />102E <br />1024 <br />INS <br />3'4' (42' PRECAST <br />I= <br />MIe6 <br />ast <br />raw <br />MSS <br />Mn <br />foot <br />10O <br />sM <br />SIN <br />ON <br />am <br />elm <br />nm <br />4'-0' (46') PRECAST <br />1980 <br />4'-0' (49') PRECAST <br />756 <br />783 <br />1800 <br />4•-0' (41' PRECAST <br />+am <br />xW <br />a010 <br />Ise <br />4170 <br />mMI <br />we <br />1aM <br />aMe <br />NMI <br />Ina <br />4e10 <br />em <br />eve <br />4'4' (61� PRECAST <br />ISSN <br />4'4• (641 PRECAST <br />SO <br />501 <br />1073 <br />4.4• (6P) PRECAST <br />IN? <br />2,"0 <br />2n7 <br />Man <br />400 <br />4711 <br />ss <br />1207 <br />a0M <br />2m <br />3875 <br />40O <br />4711 <br />WO <br />Ste• (64') PRECAST <br />1217 <br />S-4• (641 PRECAST <br />411 <br />411 <br />745 <br />F-C (84') PRECAST <br />tote <br />v+ <br />me" <br />ss <br />33M <br />SIM <br />4m2 <br />tole <br />171E <br />fan <br />" <br />MMI <br />MMt <br />M22 <br />V-10- (70') PRECAST <br />1102 <br />6'-IV (M•) PRECAST <br />940 <br />&W <br />876 <br />B•10' (TO•) PRECAST <br />20M <br />am7 <br />am <br />4ta <br />166r <br />am <br />= <br />SM7 <br />MISS <br />4133 <br />8'4• (IV) PRECAST <br />SOS <br />B4' M PRECAST <br />SIT <br />721 <br />400 <br />a'4• (7S•) PRECAST+ <br />mM <br />as,,M7 <br />/1M <br />2aMS <br />2M <br />m1 <br />ant <br />T4• (W') PRECAST <br />743 <br />r4• On PRECAST <br />424 <br />$34 <br />383 <br />r4• Wj PRECAST <br />a/s <br />s27 <br />aas <br />tall <br />,m4 <br />MISS <br />201 <br />MaiVW <br />(112') PRECAST <br />V 4• (1127 PRECAST <br />32B <br />612 <br />230 <br />9W (11r) PRECAST <br />7m <br />, <br />1474 <br />+H <br />21n <br />Ma <br />MR <br />16p <br />INS <br />=41d4• <br />(126n PRECAST <br />475 <br />IO'4• (12r) PRECAST <br />254 <br />401 <br />180 <br />10'4• (12r) PRECAST <br />ISO <br />Mj <br />Ma <br />11M <br />/Mt <br />, <br />s6 <br />Imo <br />14n <br />I m <br />ameW-C <br />(13n PRECAST <br />W2 <br />11'j• (WN') PRECABi <br />280 <br />452 <br />164 <br />114• (18a� PRECAST <br />6M <br />MO <br />Im7 <br />to <br />IM <br />17M <br />Off <br />1372 <br />16M <br />1N6 <br />a+IT <br />12'4• (144-) PRECAST <br />387 <br />12'-0' (744') PRECAST <br />2M <br />402 <br />IV <br />17-0' (144� PRECAST <br />4N <br />Tas <br />031 <br />11 <br />1 <br />MM <br />12M <br />w <br />6a <br />1MI: <br />, <br />, <br />MI7e <br />184• (1e6j PRECAST <br />289 <br />17W (IW) PRECAST <br />217 <br />324 <br />110 <br />184' (1077 PRECAST <br />Mee <br />a7 <br />7s <br />w <br />, <br />,m <br />4m <br />7MI <br />1+M <br />14 <br />1MI7 <br />14W (1SS) PRECAST <br />21S <br />14'4• (iW) PRECAST <br />205 <br />203 <br />100 <br />W-W (18" PRECAST <br />MIN <br />7M <br />4MI <br />m <br />1081 <br />1 <br />IS0714'4• <br />(17W) PRESTRESSED <br />NA <br />Iwo (175) PREBTRE38ED <br />NA <br />284 <br />01 <br />14.4' (17Nn PRESTRESSEDaM <br />EMI <br />6n <br />IMI <br />en <br />t+a+1BI' <br />(184-) PREST <br />N.R. <br />164• (Ian PRESTRESSED <br />N.R. <br />260 <br />83 <br />IV4• (1841 PRE318 <br />am <br />41S <br />0M <br />1 <br />Sm <br />t <br />Mt <br />ISO <br />1rI• w PRESTRE ED <br />NLR <br />1r4• (20a9 PREVIRE 8ES <br />NA <br />104 <br />64 <br />Ir.4• On PRESTRESSEDIST <br />as <br />4s <br />6m <br />s1 <br />7M <br />a <br />t• <br />tun <br />m <br />1473 <br />IW 4• (2ST) PRE81RE88ED <br />NR. <br />194� PRESTRESS® <br />NA <br />146 <br />62 <br />104• (232•) PREVI ESSEDssM <br />>0 <br />NMI <br />44i <br />6q <br />W <br />N7 <br />W <br />m <br />,m <br />21'-4• on PRE81RF8B® <br />N.R. <br />214• (�6a9 PRE <br />N.R. <br />125 <br />42 <br />21'4- Pam) PRESTfESB® <br />42 <br />7M <br />am <br />ffi <br />aW <br />all <br />as <br />mt <br />4p <br />7I <br />am <br />M6 <br />Me <br />,Ofe <br />224' CM-) PRES11ES8® <br />N.R. <br />2T4• me) PRESTFIE FD <br />N.R. <br />I18 <br />40 <br />224• (2041 PRENnOO® <br />IV <br />+n <br />skin. <br />2m <br />sI <br />M6 <br />sa <br />4m <br />r <br />SN <br />Im <br />EMI <br />r <br />awro own PR661 <br />N.R. <br />24.4• f28a') PRESTRESS® <br />N.R.01 <br />83 <br />3C4• l�7 PRE <br />04 <br />+11 <br />to <br />1m <br />W <br />aM <br />MM <br />40 <br />4M <br />NO <br />Me <br />7W <br />SWISS <br />an <br />1MI <br />2M <br />4MI <br />ON <br />IN <br />im <br />1222 <br />IS) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(a) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />FIELD ADDED <br />ARE PERCENT <br />REBAR. <br />-ALL VALUER TAKEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE 10040" 4.OF BEARING PART EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CDRPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE 4: 16-0126.03 <br />O��Omm <br />m00000m <br />00�0 <br />0�m0©DO <br />mo��r,!©mom <br />m0©0®00 <br />m�®o©Sol <br />®000001 <br />mmovo <br />mm000mo <br />mm�0001�Q"! <br />0��0000 <br />ommoo�Q! <br />��000�0 <br />ommom�!c <br />��00�00 <br />oommomo <br />0��0m�0 <br />®omomoo <br />©�mmmOd <br />D�mOm®0 <br />©�000®0 <br />00000�� <br />0�00m�0 <br />��D�mmm <br />0�000�� <br />000�'®oo <br />0000000 <br />�0�0000 <br />8F16-1T/0M/0B 8F18-1T/OM/OB 8F16-iT/OM/OB II <br />------------------- <br />1 <br />I <br />I <br />1 <br />% <br />�I <br />LL <br />GT <br />I <br />m e <br />F-----� <br />I I <br />L-----� <br />I <br />LINO, PROVIDE B81 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-0', UNO. <br />BRF14- <br />iT/OM/OB <br />� 1 1 <br />� 1 1 <br />� 1 1 <br />� 1 1 <br />I 1 1 <br />� 1 1 <br />8F8- 1 8F78-1T/DWOB 1 <br />iT/OM/OB i <br />LIFT BEAM PLAN <br />SCALE: 1/4' = V-0' <br />_____________J <br />iUi N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abde"Igngroup.cDm <br />AA IS:O003325 <br />P <br />It <br />I <br />IT <br />il <br />svHDIV ag LOT: <br />ABBOTT PARK <br />LOT #8 <br />BLK #8 <br />PROJECT# <br />04181.00 -0808 <br />MODELS <br />4EAB <br />"1672- ARIA" <br />GARAGE SAYING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 E C <br />