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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 11T HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W1(10) 10d x 110 HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 WI 10d 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 MATCH CONNECTOR FINISH. <br />5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <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 @ 15' 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 9-0", FINISH FLOOR. UNLESS <br />unxn n�..,comnec <br />HEADER SCHEDULE <br />MARK <br />OE8(,R' IPTIOPI <br />REMARK <br />O(2)2x6 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / TOZ. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON <br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(PSI) <br />Wig, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />8x16 <br />(1)1/fi <br />(L. <br />N/A <br />— <br />GROUTED SOLID <br />8B2 <br />MASONRY <br />3000 <br />Sx8 <br />(1)#6 <br />N/A <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U­LINTELS <br />`IItFCMfa SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE 8<M 4FR0a 4Ff246 WON � W" qEV_=M <br />LENGTH <br />7r (M PRECAST zm <br />W-W On RECAST I= <br />4'4' (54-) PRECAST 1B1a <br />74' (".) PRECAST IM7 <br />8-17 (70') PRECAST ,062 <br />Br 1>a7 PRECAST 906 <br />Tr On PRECAST 743 <br />ow (112) PRECAST 564 <br />1041' (126') PRECAST as <br />11'4' can PRE W 31112 <br />174r (/4-7 PRECAST Sal <br />13%C (160') PRECAST 2/6 <br />ur (16n PRECAST 279 <br />ur p7n RESIN NA <br />1B4' (%n PPWMMW NA <br />tr4' p6n PRE NA <br />1S4' Mn PREPRESSED NA <br />2T-C PM pREgrREGGM NA <br />27r MV) PFEMREOM NIL <br />2f4F RAC <br />OTTEr�TT00(OOtO <br />ODm�m�m <br />000000v <br />mm00000 <br />mo®room <br />�0000©v <br />o©0000v <br />m©DO©©O <br />mO�OmQ"_!�7"1 <br />om000rvv <br />0000000 <br />rrorvrr©©oov <br />000©000 <br />000�oov <br />���m000 <br />0��0000 <br />�000000 <br />�000000 <br />""OEM" <br />0�00000 <br />0"0 <br />000000� <br />�00000� <br />�0�0�00 <br />0000��0 <br />�0�00�0 <br />pan NA m I =1 4m I w I w I 1#n Im <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALLVALAMTAKM FROM SAFE LOAD TABLES' BYCASTQEIE MAY21HS ®RION <br />-ALL PRECASTFRDDIICTS ARE TO BE B46TALLED PERMANLFACTU ES SPECIFICATIONS <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U4-INTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U4JNTELS <br />SAFE LOAD � SAFE LOAD - POUNDS PER LINEAR FOOT <br />PLFT <br />TYPE .,,.Tees IROW TYPE I wFaT I ~T I ~T I ~T I R71sff I 4N <br />34r (M PRECAST <br />1025 <br />I M <br />Rae <br />7r Wn PRECAST <br />4'r (4r) PRECAST <br />786 <br />763 <br />13M <br />4'4r (4n PRECAST <br />f4' (6n PRECAST <br />5112 <br />611 <br />1073 <br />4'r W9 PRECAST <br />6'4' %q PRECAST <br />411 <br />411 <br />746 <br />74' (BM) PRECAST <br />8--10' CM PRECAST <br />340 <br />339 <br />Ste <br />V-17 (70') PRECAST <br />fr (In PRECAST <br />SW <br />721 <br />490 <br />Sr (7C) PRECAST <br />Tr (60') PRECAST <br />424 <br />534 <br />363 <br />Tr (10') PRECAST <br />74' (IM PRECAST <br />328 <br />612 <br />230 <br />74' (11T) PRBM40T <br />10•4r (12r) RECAST <br />294 <br />401 <br />180 <br />1Sr pen PRECAST <br />IT-C (WS) RECAST <br />21110 <br />462 <br />164 <br />111-C (13r) RECAST <br />11" (144') PRECAST <br />244 <br />402 <br />137 <br />17-W (141') PRECAST <br />174' (110'n PRECAST <br />217 <br />324 <br />110 <br />174' (160') PRECAST <br />W-W (iee') PRECAST <br />206 <br />203 <br />100 <br />14'4' Mn PRECAST <br />14'r (17n PFEUREIM <br />NA <br />264 <br />91 <br />w4r p7n PF"Irms <br />16W pan FIESTA <br />NA <br />291 <br />83 <br />174' pal') RMfSTES <br />1T4' Xn PRIESTIMBSO <br />NA <br />194 <br />64 <br />174' X" PRFAIR S <br />1V4' Mn RESTEEM <br />N.R <br />148 <br />52 <br />1S4' mn PRialm <br />21'-C On PR ST <br />NA <br />126 <br />42 <br />21'4' on P <br />224' psn PIESITCAM <br />NA <br />116 <br />40 <br />27r Pin PRffIIES <br />W-w pan PRESTRESS® <br />NA <br />91 <br />39 <br />ter pan PR NFM <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-RECAST PRODUCTS BY OTN916TO MEET OR COMM VALI ES STATED ABOVE <br />-PROVIDE MM 1011 C OF BEARM PAST EACH SIDE OF RRDOWOPRAW <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441. N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-774407E <br />www.abdesigngroupcom <br />AA #: 0003325 <br />O <br />� <br />J <br />i <br />p <br />It <br />10 <br />p <br />YC <br />rJ <br />00 <br />slJBDIV. ae TuOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #7 <br />PRO Tip <br />04181.000-05072 <br />U0DEL' <br />3EEB <br />"2260—ELSTON" <br />GARAGE 8TfXNG- <br />LEFT <br />PAGE: <br />SECOND FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />(CAST—CRETE) <br />160 MPH EXP. C <br />EC <br />RMAW A A10JO MA <br />AR NO 93M <br />D -m 11/20/19 <br />mcmx1 1/4'=1'-0" <br />SHEET <br />S5 <br />