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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) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON HiOA 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 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 />SIZE & <br />DESCRIPTION <br />REMARK <br />Q <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 E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc (psi) <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />ATOP <br />MID <br />SIZE <br />SPACING <br />BB! <br />MASONRY <br />3000 <br />8x16 <br />(i)#5 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />882 <br />MASONRY <br />3000 <br />8.8 <br />(tj#5 <br />N/A <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LI <br />r'- SAFE LOAD -POUNDS PER LINEAR FOOT "4COgSAFE PLf <br />TYPE Weetvae tlFtam eFtn49 4F7045 ePuas ePxsaS — TYPE .... — <br />LENGTH <br />T4r (42) PRECAST 2231 <br />V-W (41n PRECAST 1905 <br />V-r (54') PRECAST 159E <br />S4' (64') PRECAST 1217 <br />8-10' (70") PRECAST 1082 <br />V-r (73') PRECAST 908 <br />ro (90') PRECAST 743 <br />V4' (112') PRECAST 564 <br />I(Mr (128) PRECAST 475 <br />11'4- (138') PRECAST s6z <br />174E (144') PRECAST 337 <br />134- (18n PRECAST 206 <br />IN-V (16n PRECAST 2. <br />14'd' (176') PMWMESSE0 N.R. <br />15'4- (154-) PRESTRESSED N.R. <br />1r4' PM PRESTRESSED N.R <br />194' On PRESTRESSED N.R. <br />214' (2667 PRESTRESSED N.R <br />2r-W (2941 PRESTRESSED N.R <br />24'-W PRESTRFBBED <br />KM=®®=m <br />©m00©DO <br />mmmO�Om <br />mo��om <br />momo�oo <br />000Q <br />®�000v <br />0®©m©DO <br />mmm0��0 <br />OD®0©m0 <br />OmmOm�^"'Im"_1 <br />oo®mo®o <br />oo®momo <br />00®0�00 <br />Goo®mmoo <br />®ommmoo <br />�®ommm�o <br />mmOmOmm <br />00©GOOD <br />D�f100©�� <br />I10110���00 <br />0m00mm0 <br />(2�") "' In 910 4® 444 tN1 -70Yt- 12l2 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />34M (42') PRECAST <br />1025 <br />1 1024 <br />1 1585 <br />N-V (4n PRECAST <br />785 <br />1 783 <br />IWO <br />4'4' (6P) PRECAST <br />592 <br />501 <br />1073 <br />54' (64-) PRECAST <br />411 <br />411 <br />745 <br />V-10' (70") PRECAST <br />340 <br />339 <br />010 <br />C4' (78j PRECAST <br />607 <br />721 <br />490 <br />r41 Mn PRECAST <br />424 <br />534 <br />383 <br />W4' (112') PRECAST <br />326 <br />512 <br />230 <br />10-6' (125') PRECAST <br />254 <br />401 <br />180 <br />114" (135) PRECAST <br />290 <br />452 <br />154 <br />174r (144') PRECAST <br />244 <br />402 <br />137 <br />134' (ISM PRECAST <br />217 <br />324 <br />110 <br />14'0 (168n PRECAST <br />205 <br />203 <br />100 <br />14'4' (176') PRESTRESSED <br />N.R. <br />234 <br />91 <br />154' (164') PRESTRESSED <br />N.R. <br />259 <br />83 <br />1r4" (2M PRESTRESSED <br />N.R. <br />194 <br />64 <br />194' W) PRESTRESSED <br />N.R. <br />140 <br />52 <br />21'4' (2557 PRESTRESSED <br />N.R. <br />125 <br />42 <br />27-V W) PR68TR688FD <br />N.R. <br />116 <br />40 <br />24'-W Mn PRESTREBBED <br />N.R. <br />91 <br />33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />m00m0�f10 <br />���0000 <br />�Ems" <br />oomo, <br />mom®"N= <br />EMS <br />.1 <br />2111= <br />0'0041 <br />mn- <br />Enn@11 <br />®©NMI" <br />O" <br />1Q.1C1� <br />mmlmz=_ffm!!ffm <br />T1Q.1 <br />it <br />®0mQ'EMRIQw_1K7rE= <br />0 <br />0MT <br />KM"Q!1 <br />@T'! <br />K::r <br />GT7' <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 />- PROVIDE MNS M C OF BEARING PAST EACH SIDE OF MCM OPENING <br />1 ♦ 8F16.1T/0M/0B 8F16-1T/0M/0B <br />1 <br />1 <br />1 ♦ <br />I ♦♦ <br />GT <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I 1 <br />I 1 <br />1 <br />1 I I <br />1 I I <br />1 I I <br />i i, �� i <br />1 <br />1 8F16-1T/OM/OB o <br />_I r.___-__-i <br />1 L----------J 1 <br />2.1 1 I 8F16-1T/0M/0B <br />1 <br />I 1I <br />-------------------------J <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />U.N.O. PROVIDE BB2 WHERE <br />ROOF TRUSSES BEAR, <br />TOP OF WALL EL 18'-8" <br />1 <br />♦ , ♦♦♦ 1 <br />♦ 1 <br />o <br />1 <br />♦♦ 1 <br />i I I 4 <br />� 1 1 <br />1 1 <br />�i 1 1 <br />1 1 <br />I 1 1 <br />♦ 8F16-1T/0M/OB I 8F16-1T/0M/0B ; <br />01 <br />--------- L--------J <br />SECOND 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: 407-7744078 <br />wwwAbdosigngroup.com <br />AA #: 0003325 <br />O <br />o <br />rn <br />5 <br />WzU <br />atmDzv. aLOT <br />SILVERADO <br />LOT #46 <br />BLK #18 <br />PROJECT <br />04128.002-46181 <br />MODEL <br />4EHB <br />"2605— HAYDEN" <br />GARAGE SWMG: <br />RIGHT <br />PAGE: <br />SECOND FLOOR <br />LIFT BEAM <br />PLAN <br />150 MPH EXP. B <br />DATE: 07/27/20 <br />DCALE: 1/4"=1'-0" <br />s5 <br />