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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1Od x 1 1/2' HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1 OA OR LGT2 W/ 1 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 />CONCRETELINTELS. <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 PSS36, .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 />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 />(psi) <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />HTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />Bel <br />MASONRY <br />3000 <br />8x8 <br />(1) #5 <br />WA <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />41Nh4MlS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD <br />PLF <br />TYPE 8U8 en#e ■Asa eF1a4a 4Fs4w eFlsas e�aabe TYPE _._ I _— Iervi <br />LENGTH <br />T-V (42') PRECAST 2231 <br />*r (4n PRECAST 1088 <br />,V4r (541 PRECAST 16W <br />6'41� (64') PRECAST 1217 <br />r-10' (70.) PRECAST 1082 <br />r-r (m PRECAST We <br />T8 Pn PRECAST 743 <br />7-P (1M PRECAST 664 <br />10'4r (128) PRECAST 475 <br />114' (13n PRECAST 382 <br />Ir-W (1M-) PRECAST 337 <br />irw (ion PRECAST 208 <br />14'4r (14n PRECAST 279 <br />14'41' (17C) PRESTRESSED NR <br />ISW (184') PRESTRESSED N.R <br />1rw mn PRESTRPBBED N.R <br />10V' (232') PRESTRE88EC N.R. <br />214' G669 PRESIRE88FD N.R. <br />2r4r (264') PRESTREBBED KR. <br />24'4r (26B') PRES7RE88ED <br />��0000 <br />00®Ommm <br />om0000m <br />loo®omm <br />o�mmoov <br />oo <br />Qomm <br />mmmo�oo <br />"mmm"" <br />m <br />m=mmEmm:m= <br />1iiG <br />= <br />0movo�r <br />�m000�o <br />�0©Ey7©Q'_"Ci <br />Om�O©m0 <br />000 <br />OEM <br />o <br />oo®oomo <br />OEM" <br />0 <br />000mo�o <br />oo©o©oo <br />®oo0m�o <br />©�Om�mO <br />"OEM <br />MIEREEzo®0 <br />OI00©"0" <br />0�00®gym <br />0m00®mm <br />©00"0Erm <br />NR 174 I 210 1 40 1 444 1 4N I 10Q I im <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 MAY2015 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE NSTAUED PER MANUFACTURES SPECIFICATIONS <br />V-S' (421 PRECAST <br />1025 <br />1024 <br />IM <br />4LW (48) PRECAST <br />786 <br />763 <br />1300 <br />4'4P (641 PRECAST <br />502 <br />Wi <br />1073 <br />SW (In PRECAST <br />411 <br />411 <br />746 <br />V-10' (M PRECAST <br />340 <br />339 <br />818 <br />re' (76') PRECAST <br />6m <br />721 <br />400 <br />re' (W9 PRECAST <br />424 <br />834 <br />383 <br />VW (1M PRECAST <br />326 <br />612 <br />230 <br />104F (12n PRECAST <br />264 <br />401 <br />180 <br />ARP (13n PRECAST <br />200 <br />462 <br />154 <br />IZW (144') PRECAST <br />244 <br />402 <br />IV <br />13'4' (1W') PRECAST <br />217 <br />324 <br />110 <br />N'4r (Im PRECAST <br />206 <br />203 <br />100 <br />uw (176') PRESTRIMISED <br />N.R. <br />204 <br />01 <br />164' (184') PRE <br />N.R. <br />260 <br />83 <br />tr4' P" PffiffIRESSED <br />MR <br />194 <br />84 <br />IW-C Mn PRE <br />NR <br />140 <br />62 <br />214' Wn PRE <br />NR <br />I= <br />42 <br />2r4r (2641 PRBB11AE88EC <br />NJL <br />J 118 <br />40 <br />211041' (Wn PRESTIMED <br />MR <br />1 0/ <br />33 <br />SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />0-4— SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE I 9%4T I 4Fr?1r 4F144T enatr 4F>t rt eFtslr 4Fmr <br />�m0000�0 <br />moAm000 <br />moom000 <br />�00000®o <br />�m00000 <br />Mca=C <br />1 <br />"EM", <br />OD®�©gym <br />mQ"C] <br />_?m'1EZ^g>Q3F�1@1I <br />0 <br />l51=v <br />'1=rii7.1mr <br />0�?'IQ9Q'1�.7^�1Q�i <br />0=©'1E}1=CPS= <br />©@MR,19Q"Q"I <br />I t I E "Q*Ip_�' <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />PROM LO MUM P OF BEARDS PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />L— — — — — — — — — — — — — — - A - — — — — — — — — — — — — — — d V — — — — — — — — — 16— — — — — — — — — — J <br />LIFT BEAM PLAN <br />SCALE: 1/4' = V-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA 4k 0003326 <br />0 <br />0 <br />O <br />to <br />0 <br />aumm & IAA`. <br />ABBOTT PARK <br />LOT #16 <br />BLK #10 <br />PRGJEC4# <br />04181.000-161 1 <br />MODEIa <br />4EBB <br />"1828-CAU" <br />GARAGE 8WM0- <br />LEFT <br />PAGIC: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />