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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 V# (9)10d x 1 1/2" HDG NAILS. <br />SMALL JACKS <V MAY BE NAILED WP (10)<I x 1 12" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ I Od x 1 12" 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 VMLL 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 WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WTH WASHER @ 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOVIN 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 />�8(SIZEP o" <br />REMARK <br />O <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 / 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 />Ivsp <br />ZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x16 <br />(1)#8 <br />(i)15 <br />N/A <br />— <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x6 <br />(1)#5 <br />NIA <br />GROUTED SOLID <br />°CAST-CRETE° SAFE LOAD TABLES <br />TT ­SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LNTELS <br />iMR`iJMME SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD/MA SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH #ua <br />rd (42") PRECAST 2231 <br />rr (4r) PRECAZT 1n6 <br />rd tb•'1 PRECAST 1606 <br />r-r (64") PRECAST 1217 <br />B-10- (70') PRECAST 1062 <br />Vd (7n PRECAST ON <br />r-r gn RECAST 743 <br />VW (112') PRECAST W4 <br />10d (12n RECAST 475 <br />11'J4' (13n RECAST 362 <br />1r-W (144') PRECAST 337 <br />194" (1W) RECAST 206 <br />1rd (lW7 PRECAST 279 <br />1r41! (17r) PRESTREM NA <br />I&W (16r) PRESTRESSED NA <br />1714" (20S) PRESTRESSED NA <br />7V-" Mn PR631IESSM NA <br />21'C Mn PREVIEWED NR <br />2rd Wn PRE NA <br />rmm3=r--m=mm <br />000000m <br />0��00�0 <br />oomomom <br />omm000v <br />m�mQ"D�m <br />00000©v <br />mm0000v <br />o©00000 <br />moovoov <br />m�0©©C�*CicrJ <br />000SZ31 <br />00000 <br />vo®voov <br />00000�� <br />oo©voov <br />000©000 <br />0�00000 <br />0�00000 <br />00��000 <br />0©©©0©0 <br />00000�0 <br />00000�0 <br />00©000© <br />0©0©0©0 <br />Oman <br />000��00 <br />NCR' 10up 40 I m 44N I ion I tm <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAM FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION <br />ALL PRECAST PRMUC` BAM TO BE NSTAUED PER MANUFACTURE SPE:FICAT10N8 <br />LENGTH <br />'— <br />LENGTH <br />9'd" (42') PRECAST <br />7025 <br />1024 <br />1666 <br />3'd (a7 PRECAST <br />r4" (4r) PRECAST <br />705 <br />768 <br />1300 <br />r-W (4r) PRECAST <br />r-V 041 PRECAST <br />6112 <br />SN <br />1073 <br />rd (64') PRECAST <br />B4" (6r) PRECAST <br />411 <br />411 <br />745 <br />" (64') PRECAST <br />6-10" m PRECAST <br />340 <br />330 <br />610 <br />it-1Rr (7n PRECAST <br />rd CM RECAST <br />507 <br />721 <br />400 <br />Vd (m) PRECAST <br />rd (WI PRECAST <br />424 <br />534 <br />363 <br />Td Ml PRECAST <br />V4" (112') RECAST <br />326 <br />512 <br />230 <br />Vd (112') PRECAST <br />iVd (12r) PRECAST <br />284 <br />401 <br />180 <br />lad (1281 PRECAST <br />11'W (13a7 PRECAST <br />200 <br />40 <br />IN <br />11'-r (1387 PRECAST <br />IZW (141r) PRECAST <br />244 <br />402 <br />IV <br />12'd (14C) PRECAST <br />l7w (160") RECAST <br />217 <br />324 <br />110 <br />17-C (1607 RECAST <br />ird (lW� RECAST <br />205 <br />201 <br />100 <br />1" (16V) PRECAST <br />trd (17r) PIEBTRESBEO <br />NA <br />A4 <br />01 <br />lyd (171m PRE <br />1ST" (1B4') PRESTRIESIM <br />NR <br />260 <br />88 <br />1" (1IN') PREBT <br />1r-P On PRESTRESSEDMR <br />194 <br />64 <br />1r c mn PRR81 <br />IV-r Mn P <br />N.R <br />148 <br />52 <br />1V-" mr) PRE <br />27'W (t46') PRESTRESS® <br />NA <br />125 <br />42 <br />2C-r 0531 PRESIIEBBED <br />zw 050) PRIES, <br />NA <br />110 <br />40 <br />2rd Or) PI�RREBBED <br />24W' (966') PRE <br />NA <br />91 <br />33I <br />24'd (966') PIEBi <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR <br />-PRECAST PRODUCTS BYOT41 M TO MEET OREXCEED VALUES STATED ABOVE <br />-PRWUE MNRM r OF BEAR6q PART EACH SOE OF WINDOW OP@6)q <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONLASTECRETE <br />DIVISION ACCEPTANCE #: 16-0126W <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGW OOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />ww .abdmWngroup.wm <br />AA #: 0003325 <br />A/J <br />8 <br />4 <br />a <br />O <br />—L—H <br />HVHDIV. Ae LOT. <br />SILVERADO <br />LOT #57 <br />BLK- #6 <br />PROJECT/R <br />041 8.002-57061 <br />MODEL" <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 8WINd: <br />LEFT <br />PACE: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />