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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" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1Od 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 />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 7l8" 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 />OMMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I 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 />(Ps0 <br />IZE ZH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8.8 <br />(1) #5 <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 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT *--*— SAFELOAD011101-4— SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE SUB 4W4e a'+%44 4►ts4S aka Y444e 4P1s4s eFa4e TYPEI TYPE —T ertatt -- amtt 4/84tt aae-IT eF IT <br />LENGTH <br />T4" (42-) PRECAST 2231 <br />4'-0" (4S") PRECAST Im <br />4'4' (54") PRECAST 15119 <br />64' 6649 PRECAST 1217 <br />6•110' (TV) PRECAST 1002 <br />r4' (7e7 PRECAST we <br />T4" SXTI PRECAST 743 <br />84 (112') PRECAST 664 <br />1r4 (12r) PRECAST 475 <br />11'4 (13r) PRECAST 382 <br />I" (U4') PRECAST 327 <br />1T4 (10(r) PRECAST 2w <br />14=r (10B') PRECAST 279 <br />104' (17r) PRESTRIENED N.R. <br />164 (184' PRESTRISMBED N.R. <br />1T4 C40e9 PRESTRESSED MR <br />184 On PRESTRESSED RR <br />21'W (26r) PRESTRESSED N.R. <br />22'-0' (W4") PRESTRESSED N.R. <br />24'-0' PRE9TTiE88ED <br />Om00�00' <br />'O�mOmO <br />000000m <br />0�00000 <br />mo�i��oo� <br />O��Om�O <br />0®�m00m <br />�movo <br />mm000mo <br />O�iCE00m�:7 <br />ommoo <br />oomo©oo <br />ommoo�!�r_ <br />oommomo <br />©omommv <br />®�mOm�E <br />©"0K=X®0 <br />00�0®m0 <br />Mm©MEM©EM <br />OEM <br />(2�) NAL 12s m— 44C 441 4M t0Y1 1a1 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TARN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE IN8'TALIED PERMANUFACTURES SPECIFICATIONS <br />T4' (42") PRECAST <br />1025 <br />1024 <br />1598 <br />3-4' (427 PRECAST <br />V4' (4r) PRECAST <br />706 <br />763 <br />1309 <br />4'4' (4r) PRECAST <br />4'4' (54') PRECAST <br />562 <br />591 <br />1073 <br />44 (54') PRECAST <br />64 (64-) PRECAST <br />41l <br />411 <br />746 <br />64 (649 PRECAST <br />6-Ir (ro9 PRECAST <br />340 <br />339 <br />610 <br />6-110' ('Po') PRECAST <br />r4' (7r) PRECAST <br />OUT <br />721 <br />490 <br />64' (fr) PRECAST <br />T4' On PRECAST <br />424 <br />534 <br />303 <br />T4' M PRECAST <br />Y4' (112') PRECAST <br />826 <br />512 <br />230 <br />84 (1121 PRECAST <br />lIr4' (12r) PRECAST <br />284 <br />401 <br />180 <br />1" (12r) PRECAST <br />11'.4' (13r) PRECAST <br />260 <br />452 <br />154 <br />114' (13r) PRECAST <br />14'4' (144') PRECAST <br />244 <br />402 <br />137 <br />Ir4' (14/') PRECAST <br />1T4 (16r) PRECAST <br />217 <br />324 <br />110 <br />13-4- (1Sn PRECAST <br />W-V (ISBN PRECAST <br />2D6 <br />203 <br />j 100 <br />14'4' (10" PRECAST <br />194' (ITS) PRESTRESSED <br />NR <br />264 <br />91 <br />14'4' (170n PRESTRESSED <br />164 (18P) PREBTRE w <br />N.R <br />259 <br />63 <br />164 (184.) PRESTRESSED <br />1T4 On PROD <br />NR <br />194 <br />64 <br />lr4 Wn PRESTREB® <br />184 Mr PRESTASSM <br />NA <br />148 <br />52 <br />184 Ce32') t4)6871 <br />21'W (266') PRESTRESSED <br />N.R. <br />126 <br />42 <br />21-W On PRE <br />22'4" QM') PFiBT D <br />N.R. <br />116 <br />40 <br />22'4' (2841 P <br />W-W PnPRENTRESSIED <br />NR <br />1 91 <br />33 <br />2C4' Pr) PRESTRESS® <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 A80VE <br />- PROVIDE MINMWM 4OF BBARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE* 16-0126.03 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-O" <br />i"I N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 0: 0003325 <br />4 <br />C <br />> UNIDiV & L0151 <br />ABBOTT PARK <br />LOT #5 <br />BILK #15 <br />PROJECT <br />04181.00 -05151 <br />MODE.: <br />1408" <br />"DAKOTA" <br />GARAGE :9VRNG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH ft C <br />a M 08/13/20 <br />SCALM 1/4"=1'-0" <br />BREET <br />s2 <br />