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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) 1 Od x i 12" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1 Gd x 1 12" 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 W STRUCTURAL PLANS. <br />B. 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 (41. <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 WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND <br />APPROVAL. <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE a MEMBERS TO WALL NTH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 POS38, .177" ' x 2 7/8" LONG, WITH WASHER (M 18" 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 / TO.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.OS = 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 />(w) <br />W.H, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />W <br />1 4'6 <br />N/A <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH- aw <br />SV (42') PRECAST 2231 <br />44" (4r') PRECAST 10M <br />'VW (M') PRECAST 14SS <br />rr (84.) PRECAST 121T <br />SM0' (m PRECAST 1002 <br />" (TV) PRECAST m <br />7W M PRECAST 70 <br />rr (112') PRECAST SIN <br />tr4' (121n PRECAST 476 <br />trr MO PRECAST M2 <br />/?a (144') POWAST 007 <br />I" (IM PRECUT 2911 <br />WO Mn PRECAST 270 <br />i" (17r) PRESTRESSED N.R. <br />irr CIM PROSINESSM N.R. <br />17r on P4IMTRE88M N.R. <br />trr R:2'1 PRE NA <br />21'r In MWREEW NA <br />2r-0" asor) PRBSTR m NA <br />2" R PRESTRESSED NA <br />rzmczm==rr"= <br />O�9__mD�Om <br />OmmOm <br />m <br />oow�vo <br />o <br />O <br />1cmm00 <br />ffr__11 <br />Om0��00 <br />momQoom <br />©oovoov <br />®67tc <br />00�00 <br />�1©00�00 <br />0©omo�c� <br />00�0000 <br />'ODm00�"G^ <br />0�00©DO <br />'Di�000��!�Yf <br />voo©oo0 <br />'o©omoo0 <br />r��o0oov <br />Ommm000 <br />v©oos::Xov <br />ODDOm00 <br />Ommm0E�0 <br />!m00000m <br />Om00m�0 <br />©00©000 <br />» See 4m r m 1m U12 <br />(A) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR <br />-ALLVAWESTAKEN FROM'SAPE LOAD TAB(ES' BY CAUTORETE MXY 2D15 EDITION <br />-ALLPRECASTPRODUCTOARETOMMTAUJK)PER~ACn MSPEOWMATIONS <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-INTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE GOAD dwr-6mosm; ISAFE LOAD - POUNDS. PER LINEAR FOOT <br />rr (4n PRECAST <br />102E <br />10M <br />=8 <br />Y4' (42') PRECAST <br />co (4" PREaw <br />700 <br />Tit <br />I= <br />4'r F>h PRECUT <br />M-0' On PRECUT <br />002 <br />w <br />1070 <br />4 r on PmCABT <br />rr (6n PRWABT <br />411 <br />411 <br />740 <br />rr (an PRECAST <br />V--1? (M PRECABT <br />340 <br />330 <br />01S <br />rA0" (MI PRECAST <br />94' (IV) PRECAST <br />5D7 <br />7" <br />40D <br />r4' (1d7 PRECUT <br />r4' on PRECAST <br />434 <br />534 <br />383 <br />r4' Mn PRECUT <br />rr (112') PRECUT <br />SIS <br />512 <br />240 <br />rr (1112') PRECAST <br />/0W (12r) PRECAST <br />2M <br />401 <br />1ND <br />104' (12n PRECUT <br />114' (13n PRECAST <br />200 <br />402 <br />1111,11 <br />114- (112r) PRECUT <br />I" (141n PRECAST <br />244 <br />402 <br />137 <br />174' (1M PRECUT <br />1rr (18n PRECAST <br />217 <br />XN <br />110 <br />tar (ISM) PRECAST <br />14%W (IW) PRECAST <br />2M <br />200 <br />100 <br />M4r Mn PRIMM <br />144" (170n PRESTREM <br />NA <br />284 <br />91 <br />14'4' (170') PRE <br />I" (Im PRESTIII m <br />N.R. <br />lei <br />SS <br />low MM PRE <br />1r4' on PRESTRESSED <br />NA <br />194 <br />M <br />irr wn PRE <br />14A4' W.) PREBTIEM® <br />NA <br />146 <br />52 <br />1" Gi2') PRE <br />214' Mn PRE0I11112BID <br />NA <br />120 <br />42 <br />21%C GiM) PREFRE81M <br />2" 0641) PRESIRF85ID <br />NA <br />116 <br />40 <br />22'4• P.M'1 PRE <br />24W (20P') PRopmom <br />NA <br />M <br />M <br />We mn PRE <br />(%) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-PRECAST PRODUCTS BY 07HERS 70 MEETOR EXCEED VALUES STATEDABOVE <br />-PROVIDE SN41M40F 91AM40PAST EACH INDE OPIMAOW OPWIG <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE <br />DIMSION ACCEPTANCE A: 16-0126.03 <br />L— m__mmmmm__m.^-----------m—m—d V--------m-4----------J <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'4r <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774$07S <br />FAX: 407.7744078 <br />wwwabdesigngroup.com <br />AA is 0003325 <br />is <br />Q <br />�lqG <br />W <br />L� <br />, `S <br />WWWWp <br />rL <br />aysD:v. & rroT: <br />SILVERADO <br />LOT #67 <br />BLK. #6 <br />PROJECT# <br />04128.002-67061 <br />MODEL: <br />4EBB <br />"1828-CALF" <br />GARAGE ENLNGI <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />