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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 HTA18 W/ (9) 1 Od x 110 HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1 Q" HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/T' HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 REVIEWAND <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 POS38, .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'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <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, <br />O/C = ON <br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT <br />MARK <br />DESCRIPTION <br />(�) <br />WxH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />B 1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS <br />e6 SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE 111�N IFfaa W40 IPJr4{ ft1L1a 1►Y4a QAtl <br />LENGTH SIX <br />rr On PRECAST 2281 <br />4'r M PRECAST 100E <br />4'4r (541 PRECAST Im <br />rr (841 PRECAST 1217 <br />r-10' (7D1 PRECAST "a <br />C4' (IM PRECAST ON <br />Tr (001 PRECAST 743 <br />r-C (112") PRECAST 664 <br />trr (I1 PRECAST 475 <br />ll'-C (13r) PRECAST ari <br />+rr (1441 PRECAST SST <br />tr-C (1W) PRECAST 2P6 <br />114'r (1106") PRECAST 279 <br />14'4r (1787 PREEtR9IM HR. <br />1r4' (1641 PR66 MMW HR. <br />trf MITI parrmamaIII NA <br />1r-C Mn PRESTIiASB® NA <br />21'r Wn PREP Nit <br />27r (9541 PRESTRESlD Nit <br />24%V (288') PRErEdSS00I <br />Om�0�0� <br />v�ovo�� <br />O�E�DDOm <br />m�00000, <br />oomvoovl <br />�®�0000 <br />o®0000v <br />IO®OD��GZ"! <br />KMZKZZKZA <br />0©©1© <br />©m000m■ <br />0�00�00 <br />000©o■�v <br />0�0©�00 <br />aoo©oov <br />000©000 <br />©��0000 <br />!00�000 <br />ooaZ:mmL:m <br />Ila�a�aosaomm <br />ooav�or�� <br />"©Om"©0 <br />a�ooms�m® <br />o�©oor.�av <br />©©a>a©a>a©© <br />©a©av000av <br />NA is mo m I 4r Iw mr 1>A <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />"ALL VALUES TM�4 FROM'BAFE LOADTAKES' SY CASTC►ETE M%Y 201E ®IPIOH <br />•ALL PRECAST PRODUCTS ARE TO IS SPBTALLED P®t MANUFACTURES SPECriCllTld46 <br />SAFE LATERAL LOADS FOR <br />8" PRECAST 8 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-UNTELS <br />SAFE LOAD � SAFE LOAD - POUNDS PER LINEAR FOOT <br />PLF <br />TYPE <br />rr ra I RCMU TYPE I 41MT I ■174T I 1F144T NEW I WN"T I WnO <br />rr On PRECAST <br />101E <br />teu <br />165E <br />rr on PRECAST <br />4'r On PRECAST <br />TIN <br />m <br />I= <br />4'4r M61 PRECAST <br />Vr (N-) PRECAST <br />602 <br />601 <br />107E <br />#4F 041 PRECAST <br />r-C (941 PRECAST <br />411 <br />411 <br />746 <br />F-C (e41 PRECAST <br />V41r M PRECAST <br />340 <br />SS0 <br />616 <br />w4r (m PRECAST <br />rd (M) PRECAST <br />ON <br />721 <br />400 <br />rr ITe1 PRECAST <br />r4' (001 PRECAST <br />424 <br />664 <br />3m <br />rr pn PRECAST <br />" (1121 PRECAST <br />S26 <br />612 <br />280 <br />rr (1121 PRECAST <br />W-f (1251 PRECAST <br />264 <br />401 <br />100 <br />trr (I281 PRECAST <br />11v (13e1 PRECAST <br />2eD <br />462 <br />164 <br />live (an PRECAST <br />1Irr (144') PRECAST <br />344 <br />402 <br />18T <br />180" (1"') PRECAST <br />trr (18rj PRECAST <br />217 <br />324 <br />110 <br />1" (te01 PRECAST <br />14'r (16S') PRECAST <br />205 <br />203 <br />100 <br />114W (165/ PRECAST <br />1Ir (1761 PROnOW <br />NA <br />264 <br />61 <br />14W (IM P03MMO <br />I" (1841 PRBS111FSSID <br />NR <br />20 <br />83 <br />1" (1"1 PIIFBi ow <br />1rr On PRE <br />NR <br />t64 <br />64 <br />1" wn PRE <br />IV-C Mn PRESTRESSED <br />N.R. <br />14e <br />62 <br />1rr (232') PRtE1tmoO <br />21'i Mn PRETTINESS) <br />N.R. <br />1211 <br />42 <br />21'r (26r) PRISTREmm <br />2rr MC) PRR3MBRIE) <br />NA <br />110 <br />'m <br />rrr (2e41 PRET11nm <br />2110' On PRE <br />NR. <br />1 01 <br />3S <br />24'r M P <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR <br />PRECASTPROU MSYOMMTOMMTORS=VALUESSTAIMA <br />PROVOE MNS8IM4.OF SEARSp PAST WHOM OFNREOW OPENMO <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE <br />DIVISION ACCEPTANCE #: 18.0126.03 <br />------------------------------------------- <br />1 ♦ 8F16-1T/OMNB F -1EIS-IT/ObM <br />1 1 <br />1 %% � 1 <br />1 � �% I 1 <br />1� ,�� I 1 <br />UNO, PROVIDE BBt WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-8". LINO. <br />I-- — — — — - <br />I I ° <br />L — — — — — J <br />8RF14- <br />LIFT BEAM PLAN <br />SCALE: 1/4" - I' 0" <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i, <br />1 <br />1 <br />,1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1441 N. R014ALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7744078 <br />FAX: 407-774-4078 <br />www.abdosWngroup.com <br />AA #: 0003325 <br />h <br />: <br />a <br />O <br />g <br />FBLK. <br />D as LOTS <br />VERADO <br />OT #62 <br />#6 <br />DCT# <br />04 .0 2- 2 6 <br />MODEMe <br />4EBB <br />"1828—CALI" <br />OAnAGZ ffW5i5T <br />RIGHT <br />PAGM <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />%150 MPH EXP. B <br />DATAh 3/08/19 <br />aCALM: 1/4"=1'-0" <br />s�s>QI>aT <br />s2 <br />