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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA WI (10) 10d x 1 112" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1 Od 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 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 />HEADER SCHEDULE <br />MARK <br />DESCRIPTION <br />REMARK <br />Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />MMZM INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM I S O.L. = BOTTOM OF LINTEL I T.OA. = TOP OF ARCH I T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(�I) <br />�H, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />Bel <br />MASONRY <br />30DO <br />Bz78 <br />(1)#5 <br />(1j#5 <br />NIA <br />GROUTED SOLID <br />882 <br />MASONRY <br />3000 <br />Bz8 <br />(1) #5 <br />WA <br />GROUTED SOLID <br />CBI <br />CONCRETE <br />3000 <br />8x31 <br />(2)#5 <br />(2)#5 <br />1 #3 <br />18"O.C. <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />/8B SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE LENGTH 8118 ■•as slsas ePlsas wgom etas smm a <br />74' (42') PREDAST 2231 <br />4'4' (41* PRECAST t9ee <br />4'4' (54') PRECAST lea <br />BJ' (64") PRECAST 1217 <br />V-10" (70') PRECAST 1082 <br />S4" (78') PRECAST me <br />r4" Mn PRECAST 743 <br />V4" (1121) PRECAST 564 <br />104" (1281 PRECAST 475 <br />114- (138') PRECAST 382 <br />Ir4' (1141r) PRECAST 337 <br />I" (Ian Pw4w 288 <br />14'4" (Ian PRECAST 279 <br />14'4" (178") PRESTRESSED, Nit <br />164' (18P) PRESTRESSED N.R. <br />TTW WM PRESTRESSED N.R. <br />19'-4" (Z r PREB1R61MED MR <br />214' (288') PREENED NR <br />2r4" (041 PRESTRESSED N.R <br />2P-0" PAS <br />®r"Trm==m�r1=1! <br />ODDODOm', <br />Ohm <br />OmO�. <br />000voom <br />D�mOmE <br />omovc�oo <br />©o�t�r. <br />oom <br />0m00000 <br />��00000 <br />m©�0�00 <br />0movo <br />m�000mv <br />mm000t�i'"Q! <br />omma�000 <br />O0m0��Q <br />oomv©oo <br />oom0000 <br />oom0000 <br />oom0000 <br />0000noo <br />©omoaoo <br />®Oro"" <br />©oom0000 <br />MMMMOm""O <br />�uZzomm""m0 <br />®� <br />ommoMs <br />00�00�0 <br />0��0®00 <br />0�0�®mod <br />"K:MK <br />� <br />0ae) MR [wTawl m IaM 4M 1oc <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM WEE LOAD TABLES' BY CASTCRETE MAY 2DIS EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICAT11 <br />SAFE L LOADS FOR <br />8" PRECAST PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />bWr-bWN I SAFE LOADI I ATMIN611111111111111SAFE LOAD - POUNDS PER LINEAR FOOT <br />3'4' (42") PRECASTt411 <br />1024 <br />I666 <br />S4' (4n PRECAST <br />e4T NB") PRECAST <br />783 <br />I309 <br />r-0' (4S') PRECAST <br />4'$ (54'1 PRECAST <br />IW1 <br />Ion <br />00 1549 PRECAST <br />F-V PC) PRECAST <br />411 <br />746 <br />B4' Por) PRECAST <br />B-,0' (M PRECAST <br />330 <br />618 <br />F-110" Mn PRECAST <br />R-C (TB') PRECAST <br />5D7 <br />721 <br />490 <br />44r Mn PRECAST <br />T4" On PRECAST <br />424 <br />534 <br />383 <br />r-r On PRECAST <br />V-C (11r) PRECAST <br />326 <br />612 <br />230 <br />S-C (112") PRECAST <br />1174s (12r) PRECAST <br />234 <br />401 <br />180 <br />I04• (126') PRECAST <br />IV-C (13r) PRECAST <br />200 <br />462 <br />154 <br />1114" (13r) PRECAST <br />174" (144') PRECAST <br />244 <br />402 <br />137 <br />1r4" (144n PRECAST <br />17-C (14n PRECAST <br />217 <br />324 <br />110 <br />1" (18n PRECAST <br />,4'4' (1W) PRECAST <br />205 <br />203 <br />100 <br />14'-0' (1W) PRECAST <br />WO (176") PRESRBESSED <br />N.R. <br />254 <br />91 <br />W4" (17W) PRESTRESSED <br />784' (IM PRESTRESSED <br />N.R. <br />250 <br />83 <br />ISW (164') PRE8TRE88® <br />1rd' (20B') PRESTRESSED <br />NR <br />194 <br />64 <br />tr4' W n PREffME88ED <br />11i Mn PREFIRE88FD <br />NR <br />148 <br />52 <br />1S4' (232') PRE <br />21'-C (?a6') PRF87PE88FD <br />N.R. <br />125 <br />42 <br />214" Wn PRE61PE88® <br />22W (011 PRE87REBBED <br />NR <br />116 <br />40 <br />22'4' C2847 PREQII <br />24'-0. 0a6") PREBI1E88ED <br />NA <br />111 <br />33 <br />24'4" mn PRE8110a m <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 />- PROVDE MWIMUM C OF BEARMO PAST EACH SDE OF NMOOW OPENB/0 <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH:407-774-6078 <br />FAX 407-7744078 <br />wwwabdeslgngroup.com <br />AA #: 0003325 <br />1 <br />aumoap,�,LOT: <br />PLPARK l <br />LOT #S <br />BILK #10 <br />PROJECT# <br />04181.000- 08103 <br />MODEL: <br />3EFEI <br />"2447-ROBIE" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />(CAST-CRETE) <br />60 MPH EXP. <br />IDA 12/02.119 <br />HCAXA:1/r = 1'-0* <br />PUNT <br />8I'IEET <br />s2 <br />