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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" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 Wl (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d 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 />(pe1J <br />SIZE, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />Sal <br />MASONRY <br />3D00 <br />Sx8 <br />(1)#5 <br />NIA <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 />48MF6MA SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH -- - ms <br />64r (42') PRECAST 2231 <br />4'4r (46') PRECAST 1SS5 <br />4'd (64-) PRECAST 1MS <br />64- PC) PRECAST 1217 <br />6'-10' (7n PRECAST 1062 <br />6d (78-) PRECAST ON <br />74r Rn PRECAST 743 <br />9-4' (112') PRECAST 564 <br />lad (IMM PRECAST 475 <br />/1'-V (13n PRECAST 362 <br />lyd (144') PRECAST 337 <br />164' (16n PRECAST 286 <br />iBd (ISM PRECAST 279 <br />14'4r (176') PRESTRISISED N.R. <br />164- (164') PRESTRESSED N.R. <br />irW On PRESTRESSED N.R. <br />1S4' P21 PRESTRESSED N.R. <br />21'4' (2551 PRESTRESSED N.R. <br />2r4' C2549 PRINITRESSED N.R. <br />24'0 PRE87RESSED <br />'0m0000m <br />D�EmOmmEno <br />mm0000� <br />oomomo� <br />0m00000 <br />0®�0�00 <br />m®mOmmm <br />mmomoom <br />m000m00 <br />mmm000_"!Q� <br />0mm00m0 <br />�O"OAK=QW <br />0""0©00 <br />OmmOmG.,Q� <br />0mmmmm0 <br />o��ml�E�O <br />oom0mov <br />oomm�oo <br />®omommv <br />®�6�7mm00 <br />m0mmmm0 <br />�� <br />NN�� <br />���mmm0 <br />�010���0 <br />�0��Wm�0 <br />0mm©mom <br />(25S) N.R. 12 M 4m ee1 I m/ I tom I IM <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'BAFE LOAD TAS ES' BY CASTCRETE MAY 201E EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />8" PRECAST & PRESTRESSED U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4&W.6MA S71FEE LOAD I I tamr-6MA I SAFE LOAD - POUNDS PER LINEAR FOOT <br />6d (42") PRECAST <br />1025 <br />1024 <br />1 1658 <br />1 3'd N29 PRECAST <br />'m (481 PRECAST <br />78b <br />7S3 <br />13M <br />4'd (4n PRECAST <br />4'4r (541 PRECAST <br />5112 <br />5B1 <br />1073 <br />4'd (64-) PRECAST <br />64' (64') PRECAST <br />411 <br />411 <br />746 <br />64' (641 PRECAST <br />V-10' (71Y) PRECAST <br />340 <br />339 <br />616 <br />F-10' (70') PRECAST <br />64r (7M) PRECAST <br />W7 <br />721 <br />490 <br />6d (78') PRECAST <br />Td (90') PRECAST <br />424 <br />534 <br />383 <br />rd m PRECAST <br />74- (117) PRECAST <br />326 <br />512 <br />230 <br />9'4" (112') PRECAST <br />1014r (12n PRECAST <br />264 <br />401 <br />180 <br />tad (121n PRECAST <br />11'4' (135) PRECAST <br />20D <br />452 <br />154 <br />11'4' (138') PRECAST <br />124r (144') PRECAST <br />244 <br />402 <br />137 <br />17d (144D PRECAST <br />13'4- (IW) PRECAST <br />217 <br />324 <br />110 <br />13'4' (IW) PRECAST <br />W-V (16r) PRECAST <br />205 <br />293 <br />100 <br />14'd (18" PRECAST <br />14'd (17n PRESTRESSED <br />N.R. <br />254 <br />$1 <br />14'd (17n PRE <br />164' (184") PRESTO <br />N.R. <br />250 <br />83 <br />1" (1341 PRESTRESSED <br />lr4' (An PESTRESSED <br />N.R. <br />194 <br />64 <br />1rW (20S') PRESTRISISED <br />174' M21 PRESTRESSED <br />N.R. <br />148 <br />52 <br />194' (232') PRESTRESSED <br />21'4' (25S') PRESTRESSED <br />N.R. <br />125 <br />42 <br />21'4' Win PRESTRESSED <br />2r4r (2641 PRESTRESSED <br />N.R. <br />116 <br />40 <br />2r4T" (2541 PREB/idESM <br />24'd (29" PRESTRESSED <br />N.R. <br />Si <br />33 <br />24'd CM-) PRESTRE88ED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />PRECAST PRODUCT8 BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />L----- mm1----- m—mJL — — — — — — — — — m m m m — -A - — m-- m—m—4 <br />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 />www.abdesigngmup.com <br />AA #: 0003325 <br />1 <br />ry� <br />C <br />kok <br />b <br />iKKo <br />6 <br />4n <br />lu <br />0 <br />etMDIV. & TAT <br />SILVERADO <br />LOT #51 <br />BLK #18 <br />PROJECT <br />04128.00 -51181 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE BTW# NG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />DA E`: 07/27/20 <br />SCALE: 1/4"=1'-0" <br />>siiE CT <br />