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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) 10d x 1 1/2" HOG 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 RT16A OR LUGT2 W/ 10d x 1 1/2" HOG 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 VIANDOW, 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 WTH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERV�ASE 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'-O", FINISH FLOOR, UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />gZaaM 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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />Im) <br />MH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <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 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />*I111111*Nw SAFE LOAD - POUNDS PER LINEAR FOOT �•Gww SAFP OAD ♦--/ r SAFE LOAD -POUNDS PER LINEAR FOOT <br />81M <br />74T' (42) PRECAST <br />2231 <br />4'4T' (48') PRECAST <br />198E <br />4'8' (54D PRECAST <br />1599 <br />54' (64D PRECAST <br />1217 <br />5.10' Mn PRECAST <br />1062 <br />6`0 (78D PRECAST <br />908 <br />T41' (90') PRECAST 743 <br />94' (112') PRECAST 554 <br />10-0 (128') PRECAST 475 <br />'.,r4' (13en PRECAST 362 <br />12.0' (144-) PRECAST 357 <br />13-4- (18n PRECAST 296 <br />IN-W (1681 PRECAST 279 <br />14'd` (175) PRESTRESSED N.R. <br />194' (184') PREMREBSED NA <br />17`4' Ms) PRESTRESSED N.R. <br />134' Mr) PRESTRESSED N.R. <br />21'4' P587) PRESTRESSED NA <br />2ZO (464) PRESTRESSED N.R <br />W-V 986") PRESTRESSED N.R. <br />====mmmmirrm <br />m�ovmo� <br />0�m0000 <br />m0= <br />® <br />0000®00 <br />N=m0mr_ <br />mTl=rwm <br />®mcm0 <br />l=Kzm <br />0movom <br />�m000�v <br />��000m0 <br />mmmoo <br />�om®oo <br />oommo®o <br />oommomo <br />�oom0moo <br />oomm000 <br />�00000� <br />mcxmcmm===mm <br />0=00®wzzl= <br />0m�0�0 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS. FOR GRADE 40 FIELD ADDED REBAR. <br />T-W (42') PRECAST <br />10251 <br />1024 <br />1 INS <br />I V-S' (42") PRECAST <br />4'-V (4S') PRECAST <br />755 <br />783 <br />1308 <br />N-W (48') PRECAST <br />4'4' 04D PRECAST <br />592 <br />501 <br />1073 <br />44' MCI PRECAST <br />S4' MC) PRECAST <br />411 <br />411 <br />745 <br />54' (54') PRECAST <br />5-10' (70') PRECAST <br />340 <br />339 <br />815 <br />3-10- (M PRECAST <br />54r (78') PRECAST <br />W7 <br />721 <br />490 <br />V- r (767 PRECAST <br />T4P (90O PRECAST <br />424 <br />534 <br />363 <br />T$ (SS') PRECAST <br />94- (112-) PRECAST <br />328 <br />512 <br />230 <br />34' (11T) PRECAST <br />1174P (129) PRECAST <br />284 <br />401 <br />180 <br />10'4P (1280 PRECAST <br />11'4' (135D PRECAST <br />260 <br />452 <br />154 <br />114' (13r) PRECAST <br />124' (144') PRECAST <br />2" <br />402 <br />137 <br />174' (1447 PRECAST <br />134- (180") PRECAST <br />217 <br />324 <br />110 <br />13'-4' (IOV) PRECAST <br />14'4' (168') PRECAST <br />205 <br />293 <br />100 <br />W-V (168) PRECAST <br />14'-W (176D PRESTRESSED <br />N.R. <br />254 <br />91 <br />144T' (17n PRESTRESSED <br />154' (184'} PRESTRESSED <br />N.R. <br />259 <br />83 <br />154' (184-) PRESTRESSED <br />1T4' (205') PRESTRESSED. <br />N.R <br />194 <br />64 <br />1T4' (208') PRESTRESSED <br />194' Wn PRESTRESSED <br />N.R. <br />148 <br />52 <br />134' (232') PRESTRESSED <br />21'4' RW) PRESTRESSED <br />NA <br />125 <br />42 <br />21'4' (258') PRESTRESSED <br />274' R54O PRESTRESSED <br />NA <br />116 <br />40 <br />224' PW) PRESTRESSED <br />24'4P Mn PRESTRESS® <br />NA <br />91 <br />33 <br />ZV4r (28n PRESTRESSED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM *SAFE LOAD TABLES' BY CASTCREIE MAY 2015 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPEGFICATIONS - PROVIDE MMBMUA 4OF BEARING PART EACH SIDE OF WINDOW OPENLNO <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />*��1 • " 8F16-1T/OM/08 � � - 8F16-lT/0M/0B " � � � � 8F16-lT/0M/0B <br />t <br />1 <br />� <br />o <br />i <br />I I <br />L----_J <br />8RF14- <br />1T/OM/OB <br />IL <br />r-cvvv�-vrvc�-�•v� w c4-« vcrc�-cvc�-cvvvnil <br />vccc� <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 6-8". UNO. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 000332E <br />Z <br />W <br />0 <br />y4 <br />A <br />F <br />�p <br />0 <br />3v13DIv. a. LIT: <br />S ILVERADO <br />LOT #8 <br />BLK. #12 <br />PROJECT1p <br />04128.002-08121 <br />MODEL• <br />4EBB <br />"1828-CALI" <br />GARAGE s11ING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />CT <br />DAR� 10/26/18 <br />sCALJC: 1/4"=1'-0" <br />SHEET <br />s2 <br />