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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" 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/ 10d 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 7/8" LONG, WITH WASHER @ 1S" 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'-0FINISH 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.OA. = TOP OF ARCH I 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 />(psrc i)SIZE, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />NIA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6Wr-6MR I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH 0°0 <br />74' (42') PRECAST 2231 <br />4'4' (48") PRECAST im <br />4,4. (549 PRECAST I= <br />94' (84') PRECAST 1217 <br />B-16' (70') PRECAST I= <br />7b' (78') PRECAST ooa <br />r4' (OD') PRECAST 743 <br />S4' (112') PRECAST 554 <br />1Sd' (120n PRECAST 475 <br />114- (13n PRECAST 302 <br />12'4' (144') PRECAST 337 <br />17�4 (10n PRECAST 298 <br />14'4' (18n PRECAST 279 <br />14'4' (176') PRESTRESSED N.R. <br />1" (1641 PRESTRESSED NA <br />1rW CCM PRESTRESSED N.R <br />1S4' (232) PRESTRESSED N.R. <br />21'-Ir OM PIESTE80® N.R. <br />2T4' (2041 PRESTRESSED N.R. <br />a<'a <br />==rm—m <br />7 <br />G <br />0■ <br />LL7®KZR©OEM <br />oow,Tmmmo <br />v00000v <br />oomomoml <br />m��voov <br />mom�oom <br />mmmvoov <br />m®m000v <br />ii�®OmmOm <br />mmE.:�AE�mO <br />�m00mQ'�Q <br />�E�m00m0 <br />Dmm00�1'!Q'. <br />oo�v©mo <br />ommom�-�1 <br />000®omo <br />0000mov <br />vom000v <br />©�mOm00 <br />D��mmDO <br />®00��00 <br />""mm� <br />0��0�00 <br />0000000 <br />C�9 PRESfA6NED N.R. I in I m 1 4= 04 1 444 10= <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPEC IFICA1 <br />SAFE 8" PRECAST & PRESTRESSED LOADS FOR <br />I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />tiIIIIIIIIIIN-6011111111 I SAF.EDAD r 6OF-6� I SAFE LOAD - POUNDS PER LINEAR FOOT <br />7d' (42') PRECAST <br />1025 <br />1024 <br />1680 <br />TO (42") PRECAST <br />rd' (41n PRECAST <br />7B6 <br />M <br />130D <br />r4' (4117) PRECAST <br />4'd' (541 PRECAST <br />6A2 <br />Sol <br />ion <br />rd' (61-) PRECAST <br />V4' (64) PRECAST <br />411 <br />411 <br />745 <br />S-4- ro49 PRECAST <br />8-10' ('M PRECAST <br />340 <br />339 <br />018 <br />V-10' (M PRECAST <br />74' (In PRECAST <br />607 <br />721 <br />490 <br />Sd' (76n PRECAST <br />r4' On PRECAST <br />424 <br />534 <br />36.3 <br />7'4' on PRECAST <br />04- (112') PRECAST <br />320 <br />612 <br />230 <br />9 4' (1121 PRECAST <br />lab' (120) PRECAST <br />284 <br />401 <br />IN <br />tad' (12r) PRECAST <br />11'4- (13n PRECAST <br />25D <br />462 <br />154 <br />W-4- (13S') PRECAST <br />ir4o' (141r) PRECAST <br />244 <br />402 <br />137 <br />1r4' (1441 PRECAST <br />134' (18n PRECAST <br />217 <br />324 <br />110 <br />174F (18n PRECAST <br />ird' (Im PRECAST <br />205 <br />203 <br />100 <br />14'4' (1607) PRECAST <br />14'4' (176) PRESTFIESSED <br />N.R. <br />284 <br />91 <br />14W (17or) PRE <br />IVW (Igor) PRESTRESSED <br />N.R. <br />269 <br />S3 <br />IVW (1N-) PRE <br />1r-V On PpE61AE6BFD <br />NA <br />194 <br />N <br />1rw on PR6S1AE88� <br />104' Mn PRESTRESSED <br />NA <br />148 <br />52 <br />IrW Mn PRESTRESS® <br />214' Mn PRESTRESSED <br />NA <br />125 <br />42 <br />214' (26C) P <br />2r4' (2641 PRESTRESSED <br />N.R. <br />116 <br />40 <br />2r-0' (-) PREHIRE88® <br />24'0 Mn PRESTIMSED <br />N.R. <br />91 <br />33 <br />wo p9 PREBTR <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 />PROVIDE MINIMUM C OF BEARING PAST EACH SOE OF VANOOW OPENING <br />1—mm—m-------- I-------__---r--p Lm—m—m_m—t-mm---- m—_i <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />JUL <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwAbd061gngroup.com <br />AA #: 0003325 J <br />W <br />C <br />40 <br />0 <br />1.4 <br />8unDsv. &C LioT <br />SILVERADO <br />LOT #42 <br />BLK #18 <br />PROJECT <br />04128.601-42181 <br />MOOR s <br />4EBB <br />"1828-CALM" <br />GARAGE SWH G: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />WANT A IC. 07/2720 <br />SCALE1/4"=1'-0" <br />mHum <br />90 s/ <br />