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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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1OA OR LGT2 W/ 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 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 cQ 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 />SIZE & <br />DESCRIPTION <br />REMARK <br />0 <br />(2)2X8 <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 <br />E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />( I) <br />W'XH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BIM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Bx16 <br />(1) a5 <br />(1) #5 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6110IT-69BN I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH °Y0 <br />S4• (421 PRECAST 22S1 <br />V-W M PRECAST 1906 <br />4'4' (54') PRECAST 1m <br />84• (64') PRECAST 1217 <br />W-10' (m PRECAST 1002 <br />6'4' (78') PRECAST 9DS <br />T4• (90") PRECAST 743 <br />W-C (112') PRECAST Sm <br />WC (126•) PRECAST 475 <br />11.4' (IM PRECAST 382 <br />12!4• (144') PRECAST 337 <br />1S4• (16n PRECAST 298 <br />14'4• (166') PRECAST 279 <br />14'4• (175) PRESTRESSED N.R. <br />1F4• (184') PRESTRESSED N.R. <br />1r4' CM PRESTRESSED N.R. <br />1V4• Mn PRESTRESSED N.R. <br />21'4' CM PRESTRESSED N.R. <br />274• (2541 PRESTRESSED N.R. <br />��r--rm=® <br />omm000m <br />oomomm <br /><Om00�00 <br />oomommm <br />sammv000 <br />mmmQ2mmm <br />�mmmomom <br />s.�a®mvoom <br />m®omoom <br />K=m <br />®1mm00m== <br />mm000mo <br />mmoom=mK <br />- <br />ter <br />Om000m0 <br />00000��Q <br />oomv©mo <br />oom�ot�o <br />Omcmm0wzv=m0 <br />oomK=m <br />00m0m00 <br />©mmmmm0 <br />0��0000 <br />oom■ <br />olmzm <br />u:jm0mcmmzm <br />10� <br />®NEMmm0IMAMM <br />W:XNC2@CRW:0K=AK=X0 <br />0NCM0CM�mm0 <br />(265') PRE6IRE8BED N.R. I in 2m 4W Oat aM taus 72M <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROA'SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION <br />ALL PRECAST PRODUCTS ARE TO BE NSTAU ED PER MANUFACTURES SPECIFICATIONS <br />8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />�/1Bw SAFEE LOAD 1/MA SAFE LOAD - POUNDS PER LINEAR FOOT <br />r4• (42') PRECAST <br />102E <br />1 1024 <br />1 1595 <br />1 r4• (42') PRECAST <br />P4• (4" PRECAST <br />756 <br />I 763 <br />1 1309 <br />4'4' (4n PRECAST <br />4'4' (549 PRECAST <br />592 <br />601 <br />1073 <br />14' (641 PRECAST <br />V4' (041 PRECAST <br />411 <br />411 <br />745 <br />V4' (041 PRECAST <br />9-10- (70') PRECAST <br />340 <br />3:9 <br />610 <br />5-10' Q01 PRECAST <br />94' (TSB PRECAST <br />W7 <br />721 <br />400 <br />V4• (78') PRECAST <br />T4' (90') PRECAST <br />424 <br />634 <br />363 <br />T4' (W'7 PRECAST <br />94' (112') PRECAST <br />326 <br />512 <br />230 <br />94- (112-) PRECAST <br />10'4' (128n PRECAST <br />284 <br />401 <br />18D <br />194' (12r) PRECAST <br />11'4• (136) PRECAST <br />20D <br />452 <br />154 <br />11'4P (13W) PRECAST <br />tr4• (144-) PRECAST <br />2" <br />402 <br />137 <br />174" (144-) PRECAST <br />13'4• (18n PRECAST <br />217 <br />324 <br />110 <br />IV-C (18n PRECAST <br />14'4' (166) PRECAST <br />2D6 <br />293 <br />100 <br />14'4' (1881 PRECAST <br />14%r (175') PRESTRESSED <br />N.R. <br />254 <br />91 <br />14'4' o7mn PRESIAEBSED <br />184• (1841 PRESTRESSED <br />N.R. <br />269 <br />83 <br />15`4' (1841 PRESTRESSED <br />1T4• X&I PRESTRESSED <br />N.R. <br />194 <br />64 <br />17-4- (206•) PRES1iff88ED <br />19'4• Mn PRESTRESSED <br />N.R. <br />148 <br />52 <br />1V4' (M PRESTRESSED <br />214' 12M PRESTRESSED <br />N.R. <br />125 <br />42 <br />21'4 Wn PRESTRESSED <br />2r4• (M-) PRESTRESSED <br />N.R. <br />116 <br />40 <br />27-0' (2641 PRESTRESSED <br />W-V Pr PRESTRESSED <br />N.R. <br />91 <br />33 <br />24'4• w PRF <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 />• PROMDE MINBBJAI P OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />Tn <br />u <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdoslgngroup.com <br />AA #: 0003325 <br />13 <br />O <br />a <br />4A <br />'31,1 <br />} <br />SUDDIV. de LOT <br />SILVERADO <br />LOT #46 <br />BLK #18 <br />PROJECTp <br />04128.002-46181 <br />MODEL& <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 PH EXP. B <br />DwT�e 07/27/20 <br />SCALE: 1/4"=1_0" <br />