Laserfiche WebLink
FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 WI (9)10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HOG 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 HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" " x 2 718" LONG, WITH WASHER (8 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 />REMARK <br />IDESCRRUE !"ON <br />Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />ZZZUM 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 />PO <br />(psi) <br />SIZE <br />W'xH <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />300D <br />az16 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <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 I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6Wr-6M8B I SAFE LOAD - POUNDS PER LINEAR FOOT 4tMr.6,,,, SAFEE, GOAD I I4toW-6M I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />N18 <br />84' (42') PRECAST <br />2231 <br />4'4' (48') PRECAST <br />Im <br />4'4' (841 PRECAST <br />1699 <br />84' (84") PRECAST <br />1217 <br />6-10' (M PRECAST <br />1002 <br />94" (M PRECAST <br />9w <br />r4' Mn PRECAST <br />711111 <br />11 (112") PRECAST <br />W4 <br />194' (12n PRECAST <br />475 <br />11'4- (135) PRECAST 302 <br />174" (144') PRECAST 337 <br />,S1" (,SSA PRECAST 206 <br />14'4" (10" PRECAST 22M9 <br />14'4' (17W) PRESTRESSED N.R. <br />IrW (184') PR68IRF88E0 N.R. <br />1rW wn PF07RE88ED NR <br />174" (232') PRESTRESSED NR <br />21'4" On PRE8 MMW NR <br />V-(r (264) P N.R. <br />2-r-V Mr PRESTRESSED NiqL <br />©0®0©mm <br />�m000mm <br />oom=3o®mm <br />0mm000v <br />oolmzffmromm <br />NE=mo <br />NEZN <br />000cJr��+�e! <br />®m000m <br />0movoov <br />�mEmK::m <br />EmmfCE0mm0 <br />Dmm=mKm <br />�oomv©o© <br />oomoo�"cr�" <br />IOmmm0m0 <br />�oomv000 <br />o©mmmoo <br />®ommoov <br />©ommmoo <br />IDOmm0�0 <br />000©DO© <br />E'7mE7mmmm <br />I©ODD©© <br />®' <br />IDI00®0� <br />Oa�Ommm <br />I�0©©oos�a <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />94" (4n PRECAST <br />I= <br />1024 <br />I= <br />4'4" (4S) PRECAST <br />786 <br />783 <br />1300 <br />4'4' (649 PRECAST <br />692 <br />591 <br />1073 <br />B1' PC) PRECAST <br />411 <br />411 <br />746 <br />V-I(' (70') PRECAST <br />340 <br />339 <br />016 <br />64" c76') PRECAST <br />607 <br />721 <br />400 <br />r47' (00") PRECAST <br />424 <br />534 <br />383 <br />94' (112') PRECAST <br />328 <br />$12 <br />230 <br />1C4' (11W) PRECAST <br />254 <br />401 <br />180 <br />11'1' (131in PRECAST <br />280 <br />452 <br />154 <br />17-T (I"-) PRECAST <br />244 <br />402 <br />137 <br />181' (ISM PRECAST <br />217 <br />324 <br />110 <br />14'4' (1881 PRECAST <br />205 <br />203 <br />100 <br />14'4' (17W) PREBYFEM <br />N.R. <br />254 <br />91 <br />1B1" (184') PRESTRESSED <br />NR <br />2S0 <br />83 <br />1r1" (208D PRWME88ED <br />NR <br />194 <br />54 <br />1V1" R32') PRE <br />N.R. <br />148 <br />52 <br />21'1" On PRESTRESSED <br />N.R. <br />125 <br />42 <br />274" PIN-) PRE <br />N.R. <br />118 <br />40 <br />24'4" Mn PRESTRESSED <br />I NR <br />1 01 <br />33 <br />���mE7E�00m0 <br />�m000��0 <br />mmmmmm0 <br />. <br />m0000®o <br />00000®o <br />�m�aCS1E:�'1�E700 <br />�000000 <br />Om�OmOm <br />Icr00M <br />0M19wmmK— <br />K=l <br />K mr1l <br />oo©o©om <br />©omm©oml <br />0CS1Q�Q^Q�EQ^G"! <br />©O=E-- <br />WZW!0QFEZ7,"W1 <br />NCMmK <br />'1NEJ"KIM <br />KORKM <br />©MCT1El"KZZrNQ* <br />mOQ�AC7!!E9'IC}" <br />C.' ^.G7 <br />©Ei.7'1E7,m==SQ"0 <br />•>ee=� <br />•r..� <br />•ew�.l <br />•"r""w <br />•r"sl <br />as.-r <br />l` <br />ar-�•I <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />•ALL VALUES TAKEN FROM "SAFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION -PRECAST PRDDLCTS BY OTIERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO TE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENO,G <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />a, 8F8-1T/OM/OB <br />( <br />( <br />----,-----.-----„„."x ---",,. .—"--- --«. >.-„_— eke <br />8F8-1T/0M/0B 8F8-1T/OMIOB <br />GT <br />*s ar <br />�. rF <br />d <br />U.N.O. PROVIDE 882 WHERE <br />ROOF TRUSSES BEAR,. arm <br />TOP OF WALL EL 17'1" zj <br />�r <br />'L 9 <br />�a 7TM <br />m� <br />4" <br />� I I <br />( <br />ry, �3 <br />`. 8F8.1 T/OMIOB L <br />s N <br />8F8.1T/0M/0B ) 8F8.1TA)M/08 % 8F8-1T/OWOB <br />( I <br />L------------------------J <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-W <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #:.0003325 _ J <br />® <br />Y <br />AN <br />gRS <br />aUBDIV. at LOT: <br />ABBOTT PARK <br />LOT #27 <br />BILK #8 <br />PROJECT# <br />04181.000-27083 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE B111IING: <br />LEFT <br />PAGE: <br />SECOND FLOOR <br />LIFT BEAM <br />PLAN <br />160 MPH EXP. C <br />FD A ABOUCHAM <br />AR NO W723 , <br />SCALE: 1/4"=1'-0" <br />MUMT <br />S5 <br />