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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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 />MANUFACTURERS 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 CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS, <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' e 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 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />oF.sceRIPT10N <br />REMARK <br />0 <br />(2) 2X12 <br />20 <br />(2) 2XS <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH I 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 />(pal) rc <br />SIZE, ZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />Sal <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />NIA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />498 SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE ss® slags stras eFwas seas rFrras s <br />irr-i. 8lM <br />34' (47) PRECAST <br />2231 <br />4'a' (46y PRECAST <br />19e8 <br />4'8' (541 PRECAST <br />11090 <br />6.4' (64') PRECAST <br />1217 <br />F-10' (70') PRECAST <br />1082 <br />94r (76') PRECAST <br />900 <br />r4r Mn PRECAST 743 <br />94' (112') PRECAST 664 <br />104r (12r) PRECAST 475 <br />IVW (131r) PRECAST 302 <br />17-V (144-) PRECAST 397 <br />13'4' (100) PRECAST 218 <br />IC-V (16n PRECAST 279 <br />14'1' (178n PRE81REBM KRL <br />1S4' (1841 PRE8TRE00ED N.R. <br />174' (208') PRESTRESSED N.R. <br />184' PM PRESTRESSED N.R. <br />21'4' On PREPRES ED N.R. <br />278' (2541 PREI!ITRESSED N.R. <br />2V4r — PREBTRES ED <br />mmt�m® <br />©D�Omm <br />�oo�omom <br />�B�Bi�os�ool� <br />oo��omm <br />DES"114 <br />I= <br />E."I <br />= <br />■�B�B�B�B�00 <br />Arm" <br />""0. <br />1�7/iC71)yJB��00 <br />Bi:7110®o©B�o <br />oom��s�v <br />0�D��mO <br />ooB;�B�os�1 <br />oomomoo <br />©ommms�o <br />®�mmm�0 <br />©�O0m00 <br />BI�BL✓7�1�:70�/!W7 <br />BL7 <br />BL71� <br />B! v7 <br />BS7 <br />Bi:.71�:7 <br />00�0000 <br />1�:7�1�7a17�00 <br />BI�B�B��BL'7aL�� <br />moon®oo <br />0m0©�00 <br />B! r.7 <br />B� <br />1�7 <br />� <br />� <br />BL,7 <br />B� ■ <br />N.R i2r 1 210 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />*-4.—SAFE LOAD PLF w� SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE RCL,SI TYPE s34T 01WIT F16•1T TWIT rrr4r i IT *W11 <br />LENGTH BLO BtRI LENGTH agar s424r WWV SPJW swm ssn V" <br />3'4r (42') PRECAST IONS 1024 1596 Tor (421 PRECAST two asr as 4aw bap wp 7W1 <br />im awe 304 4n4 eap "m Tap <br />,'a N6') PRECAST 7e6 709 ,3D9 ra ( PRECAST tap 210 apr awr 4rT0 p14 mTr <br />tap 9w pr4 Ma <br />4m am r07r <br />4'4r (54') PRECAST 092 W 1073 4'4r (641 PRECAST ta77 ar10 a>07 p/r 40p m1 pA <br />V4' (84') PRECAST <br />411 <br />S-10' (70') PRECAST <br />340 <br />0'1' (TB') PRECAST <br />007 <br />r4' (99') PRECAST <br />424 <br />P4' (112') PRECAST <br />326 <br />10'8' (128) PRECAST <br />264 <br />11'4' (1W) PRECAST <br />200 <br />lr4)' (144') PRECAST <br />244 <br />174' (18n PRECAST <br />217 <br />14'4Y (16n PRECAST <br />205 <br />14W (170r) PRESTRESSED <br />N.R. <br />746 1 I &4' (64) PRECAST <br />azmQ 'LL:7::'.aTSi <br />230 94' (112') PRECAST <br />180 100 (129) PRECAST <br />1b4 11'4' (136) PRECAST <br />137 lr4r (144') PRECAST <br />110 1 113'4- (100I PRECAST <br />iL' mm=� 1 i01 <br />91 1 1lV4r (,70') PRE87RESM <br />184' (184') PRESTRESSED <br />N.R. <br />1 280 <br />1 83 <br />1 1S4' (164') PRESTRESSED <br />17'-0 Wn PRESTRESSED <br />N.R. <br />194 <br />64 <br />1r4' CAA) PRESTRESSED <br />19-C Mn PRE87REUM <br />N.R. <br />148 <br />52 <br />W-C (292") PRESTRESSED <br />21'4' (260') PRESTRESSED <br />N.R. <br />125 <br />42 <br />21'4' (2S0') PRESTRESSED <br />27-0' R649 PRB81RE88ED <br />N.R <br />118 <br />40 <br />224r 047 PREnamm <br />24'-0' (288J PRESIRESSM <br />NAR <br />91 <br />33 <br />24'0 (2809 PRESTRESSED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />• ALLVALUES TAKEN FROM MAPS LOAD TABLES' BY CASTORE7E MAY 2018 EDITION • PRECAST PRODUCE BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER M ANL FACTURES SPECIFICATIONS - PROVIDE MINIMUM 4. OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />♦�---- <br />r--- <br />---------- <br />—BETS-1TlO ---------— -------- <br />--------- <br />BETS-1T/OM/OB __________-1T/OM/18— II <br />immmommm <br />1 12'-0" 5'-10" 194" . 1 <br />1 ,♦ 6 ♦ m 1 <br />1 <br />1 ♦ <br />1 <br />1 ♦ i <br />? 1 <br />♦ AH7 LL <br />1 <br />�♦ <br />n <br />I <br />1 <br />`♦ <br />♦`♦ <br />10'8" <br />1 <br />j <br />j <br />,♦ <br />I <br />8 <br />1 <br />♦♦ <br />I <br />18 <br />i <br />,♦% <br />1 <br />Ib <br />b <br />♦♦ <br />�m <br />,♦ <br />I <br />1 <br />♦♦ <br />1 <br />♦ <br />`♦♦ <br />�I <br />1 <br />1 <br />♦♦ <br />1 <br />I <br />1 <br />%♦ I <br />1 <br />1 <br />I <br />1 <br />� <br />Q <br />1 <br />LL <br />1� <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />6 <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 />� <br />1 <br />1 <br />0 <br />1 <br />1 <br />r_2 � <br />j� <br />I ♦♦ <br />1 <br />`� <br />LINO, PROVIDE BBt WHERE-1 <br />ROOF TRUSSES BEAR, TOP <br />♦ <br />♦♦ <br />, <br />OF WALL EL. 9'4", LINO. <br />1 <br />1 <br />1 <br />1 ` <br />♦, <br />1 <br />` <br />,` <br />♦`♦ <br />1 <br />i <br />1 <br />1 <br />1 <br />` <br />`♦ <br />1 <br />1 <br />1 <br />` <br />1 <br />,` <br />1 <br />1 <br />1 <br />,♦♦ <br />1 <br />♦♦, <br />1 <br />♦ 1TOM/OB <br />1 <br />1 <br />4♦" <br />♦� <br />1 <br />1 <br />1 <br />1 <br />1 <br />`♦ <br />1 <br />1 <br />1 <br />♦♦ <br />I I�♦ <br />1 <br />; <br />` FH <br />1 <br />1 <br />1 <br />, <br />`, <br />1 <br />1 <br />1 <br />Y <br />1 <br />, <br />,♦, <br />8F36-1T/0M10B <br />1Eli <br />�F36-1T/O-------- <br />;---------; <br />1 <br />1 <br />i <br />- — <br />— — — — --� — — — — <br />`-------------- L-1==— —i <br />`-----♦-----J <br />LIFT BEAM PLAN <br />' <br />SCALE: 1/4" = l'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLAND0, FL 327W <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />M <br />ING BY:N GROUPNG INC.T CENTER BLVD. 1004RIDA 3363486-2628186-2802 <br />IBUDDIV. Ac L.OT: <br />SILVERADO <br />LOT #15 <br />1 13 <br />PROJECT* <br />03719,000-15 <br />Ii0'N5—D <br />GARAGE Sf/ING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />