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FRAMING NOTES: <br />■- <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 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 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" ° 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 />laaaM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.OA. = 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 />fc <br />(psi) <br />SIZE <br />WxH <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />8x8 <br />(i)#5 <br />N/A <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELTM <br />8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FO4 f SAFE LOAD <br />PLF <br />TYPE Wa 4Fttra f#84oe TYPE <br />NGTH LEBUS <br />74r (42') PRECAST 2231 <br />4'4r (48) PRECAST 195E <br />,V-r(641 PRECAST 15M <br />S'-4 (64') PRECAST 1217 <br />V-10- (70') PRECAST 1002 <br />8`4r (W) PRECAST SOS <br />T-S' Mn PRECAST 743 <br />94' (112') PRECAST 554 <br />1V4' (12n PRECAST 475 <br />11'4- (188') PRECAST 302 <br />12-4r (144') PRECAST 337 <br />184' (lWj PRECAST 2911 <br />14'4' (116n PRECAST 279" I,V- (179) PRIESTMESSO MR <br />1B4' (1841 PRE87RIESM N.R. <br />ir4' On PRESTRESM N.R.19'4' Mn PRESIRESM RR <br />214(2' n PRESTRESSED N.R <br />PRESTRESSED <br />XV) PRESfBED N.R <br />W-V QSS') PRESTRESSED N.R <br />Om®0�0 <br />ommommm <br />mmovvom <br />ommmmmm <br />mzAwm®0©00 <br />moms©om <br />00©0©00 <br />m0©E <br />K=E <br />�aITt�000�m <br />QM <br />��m0�m0 <br />r�avmo©oo <br />ommoo�r�! <br />oommm©o <br />oc�m�aomo <br />oommmoo <br />©om�amov <br />��mmm�0 <br />���0000 <br />av000avoo <br />ffzmm=w"00m0 <br />avoava©000 <br />0mcm"0®mom <br />�� <br />EZANZAK30� <br />�©ooa�aoo <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />ALL VALUES TAKEN FROM'SAFE LOAD TAB" BY CASTCREIE MAY 2015 EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPED FICATIONS <br />V-r (42') PRECAST <br />1025 <br />1024 <br />18BS <br />C-W (48) PRECAST <br />M <br />MS <br />1300 <br />4'4P (649 PRECAST <br />502 <br />691 <br />1073 <br />84" (B4') PRECAST <br />411 <br />411 <br />746 <br />S-10- (M') PRECAST <br />340 <br />339 <br />016 <br />V-r (7n PRECAST <br />W7 <br />721 <br />490 <br />ra' P") PRECAST <br />424 <br />534 <br />303 <br />V4' (112') PRECAST <br />328 <br />512 <br />230 <br />100 (128) PRECAST <br />2S4 <br />401 <br />180 <br />1/4" (13r) PRECAST <br />200 <br />462 <br />154 <br />17-T (144') PRECAST <br />244 <br />402 <br />137 <br />IT47 ("V) PRECAST <br />217 <br />324 <br />110 <br />144r (10" PRECAST <br />M5 <br />203 <br />100 <br />W-r (178') PREBTFIESSED <br />N.R <br />264 <br />91 <br />164' (164') PRIWFIESSM <br />NA <br />259 <br />83 <br />tr4' Mn PRENIRESS® <br />N.R. <br />194 <br />84 <br />194" Mn PIE87PES8ED <br />NA <br />146 <br />82 <br />21'-4 Mn PRE81 <br />N.R <br />125 <br />42 <br />274r PM P <br />N.R <br />116 <br />40 <br />24'd" m ") PRE87 D <br />N.R.91 <br />89 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />61111111r-6111111ISS I SAFE LOAD - POUNDS PER LINEAR FOOT <br />.FCi�C4w7: 'a�Yim�m0��0 <br />momm000 <br />I��6iI'EIQ10�00 <br />000�0®0 <br />m�aoommo <br />, <br />loomo©m®_ <br />mo®omo© <br />oomm�nmo <br />mar_ <br />aam�ss�s��r+ <br />©omms!W7r!mlM7` <br />0�!!�'li <br />'laaaaCAT!!Q�I <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-PRECAST PRODUCTS BY OTHERS TO MEET OR E70Ken VALUES STATED ABOVE <br />• PROVIDE M91111" Ir OF BEARING PAST EACH SCE OF W9COW OPEN140 <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: I"126.03 <br />11Tt����l--------------- — ---- m--------------------------* <br />8F16-iTIOM/OB <br />8F76-lT/0M10B 8F16-lT/0IW0B II <br />1 <br />1 <br />1 <br />1 <br />1 <br />♦♦♦ <br />I <br />1 <br />iul:I <br />�1 <br />1 <br />♦♦ <br />i <br />1 <br />1 <br />♦♦ <br />j <br />d1 <br />1 <br />♦ <br />♦ <br />8RF14- <br />--------------- <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />LINO. PROVIDE BBt WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-0", UNO. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774W78 <br />FAX: 407-774-4078 <br />www.ebdeslgngrouP.00m <br />AA #: 0003325 J <br />z <br />c <br />b <br />r�r <br />ABBOTT PARK <br />LOT #7 <br />BLK #15 <br />PROJECT(/{ <br />04181.000- 07151 <br />1[ODzu <br />4EBB <br />"1828-CALI" <br />GARAGE BVIUM: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MYV EXP. C <br />