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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 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 WI 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 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 PIIS36, .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 />DEBCRIP7TON <br />I REMARK <br />O(2)2x6 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL I 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 />ZEVV`xH <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x16 <br />(i)#5 <br />WA <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />(1)i(1)#5 <br />� <br />WA <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL <br />8" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />`IwPGMse <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />4 -4t-- <br />SAFE <br />P FOAO <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />BU6 <br />NM <br />rats <br />r'»a <br />erlses <br />s160 <br />stes <br />Willa <br />same <br />924es <br />e1rsls <br />sNa <br />mans <br />rasa <br />eras» <br />TYPE <br />LENGTH <br />VIA <br />SF8 <br />RDMU <br />TYPE <br />LENGTH <br />Mir <br />waT <br />W04T <br />w12ar <br />s1�1T <br />w»Sr <br />r3mT <br />$Fwar <br />eras -IT <br />maser <br />e�fr <br />eraser <br />aasn <br />rurr <br />Y-r N29 PRECAST <br />2231 <br />wN <br />me <br />s+N <br />Nor <br />aN <br />or <br />+0w+ <br />Yd ( PR@frVBT <br />1025 <br />t024 <br />789I <br />Yd (42•) PRECAST <br />1r <br />2r <br />3M <br />4r <br />aw <br />Ma <br />Tom <br />sow <br />all <br />M» <br />Iw <br />am <br />1=4 <br />1fr <br />1w <br />2r <br />er <br />4384 <br />ew <br />Mw <br />TOM <br />(487 PRECAST <br />7988 <br />2MITN <br />ar <br />4100 <br />wet <br />70N <br />Na <br />4'd (41r) PRECAST <br />706 <br />TIM <br />1300 <br />4'd (4S") PRECAST <br />INS2r <br />s0N <br />2e76 <br />4m <br />m <br />fall4'd <br />ON <br />4r <br />M» <br />TNT <br />em <br />INN <br />I»w <br />saw <br />N04 <br />ew <br />ee15 <br />4e70 <br />w» <br />409 <br />4'd (�� PRECAST <br />te99 <br />+m <br />N» <br />rI <br />NN <br />4m <br />em <br />r4 <br />fd lB4'1 PRECAST <br />Q92 <br />N1 <br />1078 <br />4'4" (�") PRECAST <br />/w/ <br />we0 <br />SM <br />N» <br />4w <br />m/ <br />Wee <br />Nw <br />4r <br />M» <br />an <br />W2 <br />laws <br />low <br />my <br />am <br />L#I <br />wA <br />4w <br />all <br />We <br />(M� PRECAST <br />1217 <br />Iw <br />»w <br />tr <br />ar <br />Na <br />2r <br />4w <br />B4• (S4") PRECAST <br />417 <br />471 <br />748 <br />S4• (N� PRECAST <br />1Me <br />/ <br />ms <br />2m <br />ww <br />eeet <br />4r <br />all 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/>tw <br />2N <br />m <br />r <br />r <br />W. <br />ffi <br />517 <br />7N <br />r <br />r <br />r <br />w <br />r <br />»r <br />r <br />r <br />2Z-V (2BP) P <br />NA <br />w <br />w <br />w <br />w <br />w <br />w <br />w <br />.2r-V Rs4") PREBTRESBED <br />NFL <br />119 <br />40 <br />2Td (254') P <br />10 <br />Nit <br />r <br />7W4 <br />/0a <br />1ae <br />law <br />2t'-0• ( PREBTf�88ED <br />N.R. <br />w <br />IN <br />NR <br />IN <br />w <br />w <br />w <br />21'd ( PREBT <br />N.R <br />91 <br />33 <br />24W PM PRESTRESSED <br />IN <br />W <br />t7e <br />9N <br />an <br />ife <br />Nit <br />r <br />4u <br />r <br />4w <br />le7 <br />r <br />m <br />t2e <br />r <br />m <br />r <br />r <br />no <br />1ffi <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR, <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />-ALL VALUES TAKEN FROM WIFE LOAD TABLES• BY CASTCRETE MAY2Dts EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFAC IJREB SPECIFICATIONS • PROVIDE MNMUM 4.OF BEAFUN13 PAST EACH SIDE OF VVNDOW OPENING <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" = l'-0" <br />IRF6-lT/OM/OB <br />3TM. @ 6'-8" <br />144i N. RONALD <br />REAGAN BLVD <br />2mLONGWOOD, FL3276 <br />PH: 407-7746078 <br />FAX 407-774078 <br />powww.abdosigngrou. <br />AA I000335 <br />ri <br />I <br />1111111 4 <br />i <br />mm <br />app <br />I <br />Z <br />Mimi, <br />gg <br />m9 <br />SVHDIV. Ae LOT: <br />ABBOTT <br />PARK <br />LOT #42 <br />BLK #9 <br />PROJECT/4 <br />04181.000-42093 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE 81RNG: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />(CAST—CRETE) <br />60 MPH EXP. <br />Dw� 11/20/19 <br />SCALE: 1/4"=1'-0" <br />si;EET <br />sit <br />