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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d 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 W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RTIGA 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 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 (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 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 Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER C 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 9-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />DESC�RIIP"Il. <br />REMARK <br />O(2)2c6 <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 />(rc <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MIDj�N <br />E <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />Sx16 <br />(1)#5 <br />(11 #5 <br />N/A <br />GROUTED SOLID <br />FBO1 <br />(3)13/4"X16" VERSA -LAM <br />51/4N16" <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />AMSS-6. T SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH °YO <br />3'4' (42') PRECAST 2231 <br />4'4' (46') PRECAST 19" <br />4'4' (84') PRECAST 1899 <br />6 4' (647 PRECAST 1217 <br />V-19' (M PRECAST 1002 <br />F4' (71") PRECAST on <br />T4' M PRECAST 743 <br />94' (112') PRECAST 554 <br />1198 (12n PRECAST 475 <br />IIW (13n PRECAST 362 <br />174' (144') PRECAST 337 <br />13W (1Sn PRECAST 296 <br />14'-0' (IN-) PRECAST 279 <br />W-V (176') PRE37RESM N.R. <br />184' (1841 PRESTRESSED N.R. <br />1r-4' Mein PRESTRESSED N.R. <br />IV 4' Mn PRESTRESSED N.R. <br />214' Wn PRESTRESSED N.R <br />274' (284) PRESTRESSED N.R <br />2#4' f26e9 PFE07RUM N.R <br />0�00��0 <br />O�mOmOm <br />om0000m <br />Om00�00 <br />mom�r.!oom <br />mm00000 <br />��m000m <br />mml00000 <br />0movooc <br />mm000mo <br />om00000 <br />oomomm�a <br />ommoo�l <br />oom0omo <br />oommomo <br />oom0moo <br />oommmoo <br />®000moo <br />�SS:7m0�®0 <br />���0mm0 <br />�000000 <br />�0�0000 <br />®gym <br />00000�� <br />moon®mm <br />00000�© <br />19 MU 440 j 464 ex 1 101¢ 17Z4 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM WIFE LOAD TABLEV BY CASTCRETE MAY 2015 EDRION <br />ALL PRECAST PRODUCTS ARE TO BE B18TALLEB PER MANUFACTURES SPECFMTTONF <br />8" PRECAST PR S RESSFE LATERAL LOAED U-LNTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />bW&6MiA I SAFE GOAD I I Amon- iMA SAFE LOAD - POUNDS PER LINEAR FOOT <br />T4' (42') PRECAST <br />ION <br />ION <br />1SIS <br />SW (42') PRECAST <br />4'4' (48) PRECAST <br />7B8 <br />769 <br />1309 <br />4'4' m PRECAST <br />4'4' PC) PRECAST <br />692 <br />691 <br />1079 <br />4'4' W.) PRECAST <br />V 4' (647 PRECAST <br />411 <br />411 <br />745 <br />" (841 PRWAFT <br />VAV (M PRECAST <br />340 <br />330 <br />616 <br />8-10' (70') PRECAST <br />F4' ('/S') PRECAST <br />S07 <br />721 <br />490 <br />V-S' (78') PRECAST <br />r4' M PRECAST <br />424 <br />534 <br />383 <br />r4' (>b'7 PRECAST <br />9'4' (112r) PRECAST <br />325 <br />$12 <br />290 <br />94' (114) PRECAST <br />10'4' (126") PRECAST <br />254 <br />401 <br />100 <br />104' (128') PRECAST <br />114' (13n PRECAST <br />290 <br />462 <br />154 <br />1114' (1381 PRECAST <br />174' (1"') PRECAST <br />244 <br />402 <br />137 <br />174' (144') PRECAST <br />174' (1S0") PRECAST <br />217 <br />324 <br />110 <br />IV-V (180') PRECAST <br />14'4' (1Sn PRECAST <br />20S <br />299 <br />10D <br />14'4' (10n PRECAST <br />14'4' (178) PRE87AESW <br />N.R. <br />264 <br />91 <br />14'4' (178) PREHIRE88ED <br />1544 (1841 PRESTRESM <br />NA <br />289 <br />83 <br />IFW (1841 PRE87 D <br />1r4' (208') PRESTRSIBED <br />N.R. <br />194 <br />84 <br />1r4' On PRfi87RESBED <br />iVW Wr PRESTRESSED <br />N.R. <br />146 <br />62 <br />17"4' (2m pREFIRE88ED <br />21'4' Mn PRESTREW <br />N.R <br />126 <br />42 <br />21'4- Will PRESTRESSED <br />274' (284') PRESTRESSED <br />N.R <br />116 <br />40 <br />22LW (Ml PREFME88ED <br />W-V On PREFIREM <br />NAR <br />91 <br />33 <br />W-V fi669 PgESTRIMM <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />- PROVIDE MI MUM 4* OF SEMRING PAST EACH FIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE�CRETE <br />DIVISION ACCEPTANCE # 1"126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1"I N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />Pi <br />x <br />0 <br />atMDlV. Ae LOT <br />SILVERADO <br />LOT #6 BLK #11 <br />PROJECT# <br />04128.001-06111 <br />1[ODI)IIL <br />4EJB <br />"2807- ELLS" <br />GARAGE BVfMG: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />(CAST-CRETE) <br />50 MPH EXP. <br />D TE 8/17/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s2 <br />