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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 WW (9) 10d x 1 10" HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 M 10d x 1 112" 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 WANDOW, 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 W LL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS 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 NTH HILT] X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, NTH 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 U-O-, FINISH 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.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 />(Ps11 <br />SIZEREMARKS <br />REINFORCEMENT <br />STIRRUPS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Bx8 <br />0)A5 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />48111111INi/MR 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />7-V (42') PRECAST J743 <br />{'d H7) PAST <br />V-V (549 PRECAST <br />9-' (049 PRECAST <br />7-10' (M PRECAST <br />70 (In PRECAST <br />Td on PRECAST i4" (112') PRECAST 564 <br />lad (12" PRECAST 475 <br />11W (138� PRECAST 352 <br />17-V (144-) PRECAST 337 <br />17-C (180') PRECAST 296 <br />14'd (198") PRECAST 279 <br />IN-r (17� PRESMESSED N.R. <br />1544 (18" PAE87AEM N.R1T-' On PREST NAI" M n P N.R <br />21W (21n PRt RR <br />270 (28P) PRE87RE8BED RR2f-W <br />0000vov <br />i��m00�0 <br />mo��r. <br />omm <br />0000moo <br />��0000v <br />000���Q <br />l <br />m0�0000 <br />�m�000'!!�►'r, <br />Om�0000' <br />oomoo�Q! <br />000000v <br />0�00000 <br />osuaomoov <br />©oovoov <br />©000�00 <br />0�00�00 <br />�000��0 <br />�0�0000'. <br />mamm�Cmm <br />mr�mmcm©mcm <br />00000©o <br />1 Pam Nx M I » 1 440 1 4N W no I I= <br />(A) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />• ALL VALUES TAKEN FROM "SAFE LOAD TABLES' BY CASTCRETE MAY W15 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE DISTAURD PER MANUFACTURES SPBgF1CATKNO <br />8" PRECAST & PRESTRESSED U-LINTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6MV- 4/MN 1 moo, GOAD1 1tMwGMw 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />70 vz) PRE(Y18T <br />1001 <br />IM4 <br />1 1588 <br />1 70 On PRECAST <br />4'd (45') PRECAST <br />788 <br />78S <br />1809 <br />4'd (45') PRECAST <br />4'd W-) PRECAST <br />S92 <br />G91 <br />1079 <br />N-W M PRECAST <br />F-V Pn PRECAST <br />411 <br />411 <br />746 <br />f-c M PRECAST <br />5.10` (TD") PRECAST <br />340 <br />SS9 <br />818 <br />S'-17 (10") PRECAST <br />7d (.'8') PRECAST <br />SST <br />7Y1 <br />4W <br />70 (78") PRECAST <br />Td (907 PRECAST <br />124 <br />534 <br />983 <br />T'a' Pn PRECAST <br />C-C (117) PRECAST <br />326 <br />512 <br />MID <br />4-C (112) PRECAST <br />tU'd (126) PRECAST <br />284 <br />401 <br />18D <br />1V0 (128) PRECAa <br />11'-V (188') PRECAST <br />29D <br />452 <br />154 <br />11.4- (13n PRECAST <br />12'd (144) PRECAST <br />244 <br />402 <br />137 <br />12-V (1"-) PRECAST <br />IT4' (150) PRECAST <br />217 <br />324 <br />110 <br />ITW (18n PRECAST <br />W-V (1W) PRECAST <br />205 <br />293 <br />100 <br />Wr (10" PRECAST <br />14'd (178") PRESTRESSED <br />N.R. <br />264 <br />91 <br />14'd (178') PRE91TIENED <br />194' (184') PRESTAEM <br />N.R <br />20 <br />8S <br />18'4- (184I PREFIVESSED <br />17W PM PR60IPMED <br />N.R <br />194 <br />64 <br />1T.' PM PiE81ABISED <br />17-C Mn PRESTREM <br />N.R. <br />148 <br />52 <br />1Sd' R32') PRES1AE88� <br />21'4 FM PIIESIREIIIIED <br />N.R. <br />125 <br />42 <br />21'Y MITI PRESIIESBED <br />270 (264") PRESTRESSED <br />N.R <br />116 <br />40 <br />274r G04") PREBIRESED <br />24'd Mn PRF9TIiES8ED <br />N.R <br />91 <br />33 <br />W4r Mn P EPRENED <br />(1) 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 M881AM 4.OF BEARING PAST EACH SIDE OF VA DOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE* 1"126.03 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V0 <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigrkgroup.eom <br />L AA 9- 0003325 J <br />r <br />s <br />r <br />BUDDIV. Ae LOT <br />SILVERADO <br />LOT 9 <br />BLK 19 <br />PROJECT# <br />04128.002 09191 <br />MODEL4EBB <br />"1828-CAU" <br />GARAGE 81111IINO: <br />LEFT <br />PAGE <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />2 <br />DAETE: 04/06/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s2 <br />