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FRAMING NOTES: <br />c <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" 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 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 HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .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 />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 />(fc <br />SIZH, <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)- <br />NIA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8• PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH °Y0 <br />3'4' (421 PRECAST 2231 <br />r4• (48n PRECAST 1688 <br />4'4' (54') PRECAST Im <br />VA' (8P) PRECAST 1217 <br />S-1ff (70") PRECAST 1082 <br />S4' CM PRECAST 908 <br />74' Rn PRECAST 743 <br />S4• (112') PRECAST 664 <br />10'4' (12r) PRECAST 475 <br />11'4- (13r) PRECAST 382 <br />124r (144') PRECAST 337 <br />13'4' (180") PRECAST 2e6 <br />lW4r (1W) PRECAST 276 <br />14'4' (1761 PRESTRESSED N.R. <br />lIF4' (184') PRESTRESSED N.R. <br />174- Wn PRE8IRIMM NJL <br />1S4' Min PRESTRESSED NJL <br />21'4' (26e9 PREB7REmED NA <br />2-V 0�41 PRE871�BED N.R. <br />2C4' (�87 PRESTRESSED N <br />o■�am000� <br />ooffxmmmmSEE <br />vom[zmvoom <br />oo�omm� <br />mm00�Om <br />®m=xm=w <br />P©mmI <br />®m©0®m0 <br />spa®a�v©oo <br />Q,: <br />0momom <br />s�m00000' <br />m0000Q�Q� <br />ommoo�!ra! <br />oo�o■�mo <br />O0m00���� <br />ooa�am�a■�v <br />0�0"m0 <br />a�oa�mmov <br />®omo�ov <br />0 <br />oos��mmv <br />osvooa©ago <br />ava©a©oav©av <br />sasas�a©oosv <br />0��0m�0 <br />saosvaysasvav <br />D��OmmO <br />svosvosvosv <br />0��0®mom <br />avo©0000 <br />000�0©� <br />1t4 = 40K4 4N I= 1222 <br />(p) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE EDITION <br />2016 EDON <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTR SS D U--LINTELS r <br />SAFE UPLIFT LOADS FOR 8' PRECAST &PRESTRESSED U-LINTELS <br />SAFE o .GAD I 61111IF-6MA 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />---I <br />LENGTH <br />Y4' (42') PRECAST <br />1026 <br />1024 <br />16S8 <br />8d' (42') PRECAST <br />r4• (4n PRECAST <br />766 <br />783 <br />1300 <br />r4• (4n PRECAST <br />r4• (54-) PRECAST <br />501 <br />1073 <br />r-r (54") PRECAST <br />VW 04') PRECAST <br />411 <br />745 <br />V4' (84') PRECAST <br />F-10' M PRECAST <br />r4-24 <br />330 <br />610 <br />8.10' (70') PRECAST <br />174P (M PRECAST <br />721 <br />490 <br />S'4' (76') PRECAST <br />74' Mn PRECAST <br />534 <br />363 <br />74• (20") PRECAST <br />S4' (112') PRECAST <br />328 <br />612 <br />230 <br />V4' (11:M PRECAST <br />1r$ (121r) PRECAST <br />204 <br />401 <br />180 <br />1S4' (126') PRECAST <br />11'4' (13r) PRECAST <br />23) <br />452 <br />154 <br />11'4' (13r) PRECAST <br />12-W (144') PRECAST <br />244 <br />402 <br />137 <br />12'-0' (1"') PRECAST <br />11W (ter) PRECAST <br />217 <br />324 <br />110 <br />ISW (19V) PRECAST <br />14'-0• (ion PRECAST <br />206 <br />2e3 <br />100 <br />1r-0' (16n PRECAST <br />14'4' (1701 PRESTRESSED <br />NA <br />204 <br />61 <br />Iwo (im PRESTRESSED <br />16'4• (184-) PRESTRESSED <br />N.R. <br />260 <br />83 <br />IW-r (184') PRESTRESSED <br />174• (20r) PRESTREIBED <br />NA <br />194 <br />04 <br />174• (20S') PRESTRESSED <br />11111`4• Mn PRESTRESSED <br />NJL <br />149 <br />62 <br />IrW M2') PRESTRESSED <br />21'4• Wn PREFRESSED <br />N.R <br />125 <br />42 <br />21'i' MY) PRESTRESSED <br />W4r PC) PRESTRESSED <br />NJL <br />110 <br />40 <br />274Y (MV) PRESTRESSED <br />24'-V W" PREBTREBSED <br />N.R. <br />1 e1 <br />W <br />1 24'0 (1887 PREDTREIISED <br />(M) 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 MINBAU C OF SEARWO PAST EACH SIDE OF WIDOW OPENWO <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCEM 16-0126.03 <br />L — — — — — — m — — —m — —A- m — — — — — — m-m—m--J L — — — — — — — m-1— — — — — — — — — —J <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />W W W.Obdoeigngroup.com <br />AA M 0003325 <br />47 <br />81 <br />a <br />C <br />4o <br />m <br />aysDIV & r,07's <br />ABBOTT PARK <br />LOT #2 <br />BLK #15 <br />PROJECT* <br />04181.000- 02151 <br />MODEL" <br />4EBB <br />"1828-CALI" <br />GARAGE ar►ING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />