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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) IOd x 1 1/2" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA WT (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W710d 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 BE GALVANIZED. <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 a 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 S, <br />DE!BCRIPTION <br />REMARK <br />O <br />(2) 2X8 <br />BEAM SCHEDULE <br />RaRM INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(Psl) <br />SIZEREMARKS <br />REINFORCEMENT <br />STIRRUPS <br />B7M. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBt <br />MASONRY <br />3000 <br />Bx8 <br />(1)06 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />18 SAFE LOAD - POUNDS PER LINEAR FOOT 0_,4C__ SAFE LOAD <br />PLF <br />am <br />3'4r (42') PRECAST <br />2231 <br />r-0' (46') PRECAST <br />Im <br />4'4- (649 PRECAST <br />ISMS <br />F-C (64') PRECAST <br />1217 <br />8-10- (M') PRECAST <br />1062 <br />ea (Tin PRECAST <br />9-M <br />r4r MM PRECAST 743 <br />94- (11Y) PRECAST e64 <br />10'4- (12n PRECAST 475 <br />114- (13" PRECAST aes <br />1r-0- (144') PRECAST 337 <br />134' (IWj PRECAST 206 <br />14-4r (18n PRECAST 279 <br />14W 07n PREMPES8ED N.R. <br />1" (184') PREFMESSED NR <br />irW Win PRESTRESSED NA. <br />119'4' (23Y) PREgrRESM N.R. <br />21'4- Wn PRESTRESSED N.R. <br />2" (2641 PRESTRESSED NJL <br />=��r7—mm <br />O��OODm <br />mlm0000m <br />0m00�00 <br />moms©mom <br />mmoo�oo <br />000ffZr0=f <br />K=�! <br />',mm00m00 <br />Immomoom <br />mmUMN <br />000mo <br />i�mm0�m0 <br />�000�©m0 <br />0�m0om0 <br />mmmmmm0 <br />0000�0A <br />s�sommmoo <br />,©omomoo <br />i©0�'u7�mm0 <br />mmmmmm0 <br />©mmm"mO <br />0©000010 <br />DO©0©QD <br />Dm�00m0 <br />©0©0©OD <br />�.7t.70m00m <br />mBL�70c:7©00 <br />I�m�O©mom <br />W& Wn PRESTRE88EDI N.R. ` to I . <br />(e) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />rd (4n PRECAST <br />1001 <br />1024 <br />1 ISMS <br />4'-0' (4n PRECAST <br />706 <br />7e3 <br />130e <br />4'4- (64') PRECAST <br />502 <br />eel <br />1073 <br />S4' VM PRECAST <br />411 <br />411 <br />745 <br />S•10' (Tii PRECAST <br />340 <br />339 <br />e16 <br />S4P (M PRECAST <br />507 <br />721 <br />400 <br />r4r (90") PRECAST <br />424 <br />834 <br />363 <br />r4- (112') PRECAST <br />320 <br />512 <br />290 <br />10'4r (12S') PRECAST <br />294 <br />401 <br />180 <br />it'4' (136) PRECAST <br />210 <br />452 <br />154 <br />1r.0' (I"') PRECAST <br />244 <br />402 <br />137 <br />13W (1SD7 PRECAST <br />217 <br />324 <br />110 <br />14%W (1ee") PRECAST <br />206 <br />203 <br />100 <br />W0 (1M PRESTRESSED <br />N.R. <br />264 <br />91 <br />154- (1SC) PRESTRESSED <br />N.R. <br />259 <br />83 <br />1r4' Mn PRESIRE89ED <br />N.R. <br />104 <br />64 <br />154- M2-) PRESTO <br />N.R. <br />146 <br />62 <br />214- (26n PRESTRESSED <br />N.R. <br />125 <br />42 <br />2r4Y Pm49 PRE <br />N.R. <br />11e <br />40 <br />2r4' Mn PRESTO <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 />��. TYPE I ws1T I wI2-1T I M&1T I wmlT 911IMr I watt I VWT <br />®DDOm�O <br />�mooE�000. <br />��0000®0' <br />m�000®0, <br />l�.Rl���a,o.omo <br />��00000 <br />OmmOmmm <br />©Om00E'�0 <br />����OmOm00 <br />cmm <br />� <br />+ <br />. <br />0Q�Q1Q�Cl1Q�Q11 <br />(e) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR IMICEED VALUES STATED ABOVE <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF VANDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE A: 1"126.03 <br />f � • BF16-1T/OWOBf - ... �" > 8F16-1T/0Ml08" -� -> >8F16-1T/OM/OB <br />f <br />1 7L Mom <br />�` <br />iryt <br />s GT <br />8F24-iT/1M/OBv ram. <br />1 <br />9 <br />x # <br />a� ( <br />e� <br />LINO PROVIDE B61 <br />'4 WHERE ROOF TRUSSES <br />e. +' BEAR. TOP OF WALL <br />EL. 8'-8" UNO <br />" <br />t <br />.� yy <br />S <br />ti <br />W <br />i <br />a <br />BF16.1T/OMIDB <br />• ". �� « " sb - <br />8F28.1TliMA)B,n8F16-1T/OM/0B>� <br />LIFT BEAM PLAN <br />SCALE: 114" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdeslgngfoup.com <br />AA#:0003326 _.. <br />�NIIIII <br />OHIO <br />emm <br />swan►. ae LOOT: <br />SILVERADO <br />LOT #56 <br />BILK #6 <br />PROJECT/► <br />04128.002-56061 <br />MODEU <br />4ENB <br />1751- NEUVILLE" <br />GARAGE STIILMOI <br />LEFT <br />PACE? <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />50 MPH EXP. Pj <br />