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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 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA WI (10) 10d x 1 1/2' HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 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. LINTELS 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 Q 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'-W, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE 8 <br />DEZZTNDN <br />REMARK <br />10 <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 I T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />re <br />(psi) <br />SIZE <br />WxH' <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)#5 <br />WA <br />GROUTED SOLID <br />SAFE <br />GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6mow I SAFE LOAD - POUNDS PER LINEAR FOOT <br />SA <br />3'4r (4n PRECAST <br />2231 <br />4'4r (491 PRECAST <br />1888 <br />4'4r (84") PRECAST <br />1688 <br />S-W M4") PRECAST <br />1217 <br />F-10• (70') PRECABT <br />1002 <br />V4r (7n PRECAST <br />ON <br />Tor (In PRECAST 743 <br />S'4' (112') PRECAST 554 <br />1048' (ION) PRECAST 475 <br />11.4' (136') PRECAST 382 <br />IZ4r (144-) PRECAST 337 <br />IV41' (10n PRECAST 218 <br />14'4r (15ITJ PRECAST 278 <br />14b' (178') PRE87RESM N.R. <br />1" (184') PRESTRESSED N.R. <br />1r4' (286') PREST D N.R. <br />18'4' Mn PRESTRESSED N.R. <br />214' CASD PRESIR6MED N.R. <br />224r 00) PRESTgENED NA <br />14'4r — PRESTRESSED <br />0mm000m <br />O��Omm <br />mmovooKum <br />oommmommm <br />m�00000 <br />moon©ov <br />mm000m0 <br />�m®"OKmaOm <br />mm000�ca,� <br />�m000mo <br />00m0�001 <br />mmm00E''%ICl�, <br />oom0000 <br />00m©�©0 <br />0000000 <br />��m0�00 <br />oommmoo <br />®omom�o <br />®�m0mm0 <br />©�mm0m0 <br />©0��000 <br />��mm�m0 <br />©�0©ODD <br />0000��0 <br />00�00DD <br />0��0®00 <br />©I0�00�0 <br />NA 120 1 ]W 1 4l0- -f 04 IN 1082 - tM <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS <br />T-r On PRECAST <br />R66') <br />1026 <br />1024 <br />1686 <br />4'4r M PRECAST <br />T66 <br />783 <br />I= <br />V-r (541 PRECAST <br />502 <br />681 <br />1073 <br />S4' (649 PRECAST <br />411 <br />411 <br />746 <br />8.10• (M PRECAST <br />340 <br />339 <br />816 <br />S4r (M PRECAST <br />607 <br />721 <br />480 <br />Tor Mn PRECAST <br />424 <br />634 <br />363 <br />S4' (112-) PRECAST <br />328 <br />512 <br />230 <br />1014r (12S') PRECAST <br />284 <br />401 <br />100 <br />11'4' (136n PRECAST <br />= <br />452 <br />154 <br />124r (144') PRECAST <br />244 <br />402 <br />187 <br />13'4' (ion PRECAST <br />217 <br />324 <br />110 <br />1P4r (1Mn PRECAST <br />205 <br />293 <br />100 <br />14'0 (178) PMMMEBBED <br />N.R. <br />204 <br />91 <br />1S4' (IM PRESTRESSED <br />N.R. <br />268 <br />83 <br />ir-e (2089 PRESTRESSED <br />NA <br />194 <br />84 <br />IV4' Cam) PRE01811310) <br />N.R. <br />148 <br />62 <br />21'4' CM PRESTRESSED <br />NA <br />125 <br />42 <br />274r RM PRESTRESSED <br />N.R. <br />116 <br />M <br />24-0 PREBIRESSED <br />u • <br />a <br />- <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />�MI�JM88I SAFE LOAD - POUNDS PER LINEAR FOOT <br />' <br />m��00m0 <br />- <br />moo�000 <br />_ <br />m0000®o <br />����00000 <br />06i^G`tE7'F�71Q"�1� <br />0�©00mm <br />oo®o©om <br />��©moo�oo <br />0m1 <br />1r= <br />II'!K=7 <br />K !1 <br />OQ�Q�Q'nQ�Q��p <br />, <br />OQ��"2'1CR'_1Ca�C1i'1iZR_1i <br />olm-!Q!��r. <br />crcr; <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM W OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />--------------...—„,. .,".---- B--1 —_� <br />SETS-1TlO —— .—— — - <br />- —.— -- - —��a. <br />(b 8F16-1T/OM/0B TlO <br />$ <br />�#1 <br />>i <br />3� <br />� <br />9 <br />Y� <br />GT <br />s° <br />s <br />tlr16.11lUM/Utl +d q` <br />3 <br />*a � <br />pb <br />1 <br />9 <br />i <br />W <br />1 <br />( <br />5 <br />( <br />i <br />1 <br />( <br />1' <br />LINO, PROVIDE B131 WHERE 4 <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. V-0", UNO. 5 <br />3 <br />A i <br />3"p BRF14- <br />9 1TIOM/OB <br />n GT A <br />( % <br />. 1 <br />8F16-1T/OM/0B ( 1 <br />ffi <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />( <br />� ) q <br />2 <br />8F20-1T/0M/0B a <br />1441 N. RONALD <br />REAGAN <br />BLVD <br />L0NGW00D,FL32750 <br />8PH: 407-7740708 <br />FAX: 407-77 <br />www.abdeslgn <br />AA0000 <br />b <br />p <br />• <br />QQ <br />alit <br />aUDDIV. 8c LOT: <br />ABBOTT PARK <br />LOT #7 <br />BLK #10 <br />PROJECTp <br />04181.000- 07102 <br />MODELc <br />4EAB <br />"1672- ARIA" <br />GARAGE 8WIMG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />60 MPH EXP. <br />DATE." mT 11/25/19 <br />BCALE: 1/4"=1•-O" <br />EI'iEET <br />s2 Of <br />