Laserfiche WebLink
(TEIERAL NDTEs <br />,.)CODES <br />1.1 FLd11M BDILgNG CODE BM EgT10N,301]REBIDENTULL REGIONS R40236 R806. <br />T-0" <br />12 FLOMM BDILgNO CODE, 6M Ed110N, 20,iBULDING, 9EDTION6150126210i. <br />1.3 BUILDING CODE REWREMENTS AND REINFORCED N FOR MASONDI STRL). <br />1.4 SUILDINGCODE.1-13) MEATS AND SPECIFICATION FOR MASONRY STRUCTURES Nq <br />5MERIC Aq <br />SOCIETY <br />1b OTHERARUCTURES(ASC CIVIL ENGINEERS RSMeBASM ()£SIGN LOADS FOR BUILDINGS AFB) <br />OTHER STRUCTURES (ASCE i-10). <br />r <br />r wrwwwrw <br />wwrww wwrwrw wwwrww=rrwr=r=w=rrrwrw rrr=rwr wrar®rrwrrrw=rwww=wrw=r w.wrwa,r=rwrwwrr=rway <br />2.)CONCRETE: <br />! ♦ <br />1 <br />2.1 CONCRETE COMIPRE9SNE SITHNGiH AT 20 DAYS: <br />3.1.1 PRECAST V I MDMD REINFORCEMENT-40W MI MIN. <br />B 8F1&IT/OM/08 <br />3.12 PRECA9TNAPRESTRE89 �INFORCEMENT4PW0PSI ♦ 8F18-1T/0 <br />2.1.3 GRIXlT PER A81M G16-3000 PSIW WV(. 3'B•AGGREGAIE, B•ro 11•SLLMP. <br />22 REWFORCINOBMS: <br />♦♦ 5'-1G" <br />5'-10" <br />1 <br />22.1 STEELPLACEDINMR TUNTELATTIMEOFFABRICATIONMTMM16(GRADESM <br />STEEL W <br />: <br />♦ <br />1 <br />312 LINTEL AND IDAODI(IXR BLOMIPLACEO IN FIELD) MTM MIS(ORADE 40). <br />23 9S STRANDS MIAt MI6 i-WRE, STRESS RELIEVED <br />2TO K8 <br />270"1 <br />2.4 DETML RENAFORCEMENTIN ACCORDANCE W1H Ad 318 <br />1 <br />♦ <br />1 <br />2.6 CONCRETING OPERATIONS SHAD COAALY Will Aq STANDARDS. <br />1 <br />♦ <br />m <br />24 D/.6 HIRE PER MTM M86 <br />� <br />1 <br />m +\ <br />®♦ <br />1 <br />1 CONCRETE MASONRY mu(CML) SWILL CONFORM To MTAI CiO, NORMAL NEIOHT MATH <br />MINIMLIMNET AMA COMPRESSIVETRENGTns <br />r w r w <br />r w r w w w w w ggO <br />33 evoa <br />1 <br />8c <br />♦ <br />I ♦ <br />; <br />- 1 <br />3.3 FULL MORTM JDIMB ME REOTARED <br />h <br />♦®♦ <br />! <br />3.4 MINIMUM AGGREGATE 28CAY COMPRESSIVE STRENGTH OF OW AND MORTAR SHALL NOT <br />®♦♦ <br />m <br />STREWTH SHALL BE ESTMRJSHEO BY THE � <br />STRENOIHH METCO'OR, ALTMAERNATM VELY. BY THE 9 SM TEST EETAOD• WHERE USM T <br />r <br />40 <br />1 <br />RECLIREAENTS HAVE NOT SEEN MET. <br />+ <br />OLLp <br />® <br />J <br />4)STRUCTURAL: <br />4.1 SAFE LOAD VALUES ARE BASED ON HAVING A OF <br />1 <br />® <br />J <br />♦® <br />1 <br />LINTELS SEARING 6•(WTH A MIMMLM <br />ACCEPTABLE BEARING OF C PER FLORIW BUILDING CODE BTi EDITION, IOti NE910ENTIAL, <br />1 <br />! <br />♦ <br />J <br />® <br />SECTR606.6.3 OR FLORIDA BUILDING CODE STH EDITION. 2011 BUILDING, SECTION 2104.1 <br />4.2 SAFE LOAD VALUER BASED DEEM RATIONAL DEEANALYSIS PER AG m318 AND No <br />' <br />® <br />f <br />♦® <br />/.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS MCM THE SAFE LOAD TABLES BY <br />' <br />'p <br />CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT J DISTANCE AWAY FROM THE <br />8F16-1T/0M/0B <br />% <br />4./ FOR LINTEL LENO�IPoH AT Sd•OR GREATER. VERTICAL CELL FILLED SOLID WTII OROVf A1A) <br />1 <br />1 <br />5-iO <br />♦♦ <br />4p <br />♦ �1 <br />i t w w - r w w <br />IMNIMCM ONE (1) N VERTICAL RESAR 18 RECLINED AT EACH END OF THE LINTEL. <br />4.5 UNTELS THAT ARE GREATER THAN WCLEM SPAN MUST BE PROVIDED TEMPORARY <br />♦ <br />® <br />1 <br />"W ,,NOT8E MOVEDIRlTIL2MYSAFTERGROUTPLACEMENT. <br />♦ ! j <br />r <br />2 ♦ °p <br />2✓?O <br />� 1 <br />FRAMING NOTES: <br />` ♦♦♦ <br />®tJOii <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />: <br />♦ <br />m <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />1 <br />Jt <br />♦ <br />9 <br />CONCRETE TO WOOD FLOOR: <br />, <br />♦♦ <br />} w w w = w = w <br />SIMPSON LTA2 WI (8) 10d x 1 tl2" HDG NAILS, WOOD TO WOOD: <br />JJJ <br />♦ <br />J I C <br />SIMPSON H10A OR LGT2 N10d x 1 1/2" HDG NAILS, FILL ALL HOLES. <br />! <br />m %®f <br />LBW <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />- O♦♦ I <br />t <br />SCHEDULE. <br />Fy ! <br />! 1 <br />ol! i <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />9 <br />♦ <br />�� ♦ ! <br />f <br />IJ 9 <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />1 <br />m <br />a ® f! <br />! <br />! 1 <br />MANUFACTURER'S SPECIFICATIONS.=w <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />QY <br />= w w r r w r r r w r °°� <br />J ♦ <br />,tt <br />I <br />f! 1 <br />! 1 <br />ARE TO BE GALVANIZED. <br />2 t! 00 <br />J! <br />JO 1 <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />m <br />1 J % <br />I <br />! 9 <br />CONNECTERS ARE TO BE GALVANIZED. <br />1 <br />i <br />♦♦ <br />!! <br />I <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />Jf <br />! O <br />I <br />! <br />1 <br />CONCRETE LINTELS. <br />�'♦ <br />49 <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR ANDr- <br />®�' <br />JJ J <br />CLEARSPANOPENINGS. <br />, <br />A. <br />m m �� 1 <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING <br />t® <br />t ♦ <br />I <br />(4'). <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />1 <br />/ <br />J ♦ <br />! °+ <br />I <br />J t % <br />m" <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />"'♦, <br />♦ <br />O m ! <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />" w <br />1 ♦ <br />w - w r w - r r <br />♦ <br />!! <br />J ♦ <br />®! ft <br />! J <br />"° O <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />Jf <br />„_ w ,,, ,� „'t <br />!♦ <br />APPROVAL. <br />@ <br />♦ <br />♦ <br />J <br />r - <br />♦♦ ♦♦ <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />$ <br />f ♦ <br />�'® <br />Jf <br />♦ <br />1 <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />1 <br />♦ <br />♦ <br />J <br />♦♦ <br />♦♦ ♦® <br />FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 18" O.C. <br />0 <br />®® <br />♦O <br />t J <br />♦ <br />♦ ♦. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />¢ <br />♦ <br />O <br />O <br />`'♦ <br />00 `..♦ <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />1 <br />O♦ <br />♦♦ <br />JJ <br />®♦ <br />1 <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />1 <br />gmg O <br />♦ <br />t <br />- <br />♦ <br />MGR <br />♦ 1 <br />RATIONAL ANALYSIS. <br />1 <br />i <br />® <br />♦ <br />fJ <br />O <br />♦® <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />> <br />w - w w r w r w <br />NOTEDOTHERWISE. <br />B <br />GS'D <br />1 <br />� <br />! <br />♦ Q� 1 <br />i <br />= <br />♦♦♦ �� a <br />J4f <br />1 <br />LL <br />♦♦` m <br />HEADER SCHEDULE <br />JJ <br />1 <br />J <br />® 1 <br />SIZE& <br />MARK DESCRIPTION REMARK <br />1 <br />Jf 1 <br />BFt&1T/OMIOB <br />8F16-1TI0M/0B 8F16-1T/0M/08 BFi&1TIOM/OB <br />♦O i <br />i <br />1 <br />5'-10" <br />5'-10' 3,$„ 4'.6" <br />Q1 (2)2X12 <br />( <br />1 <br />♦1 <br />v- <br />- - - - - - - - <br />wwwwww=wr <br />ww=wrw-w-ww=wwwwrw>vwrr=w-w_wrr=rwrwwr,wrwwrwwwwwwww_rwawrw-w_ww---- <br />wrww-w---I <br />LIFT BEAM PLAN <br />SCALE: 1 /4" = 1'-0" <br />A R C N IT E C T 8 <br />GDe ! In <br />41 N. RONALD REAGAN BL1 <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA B: 0003325 <br />V <br />a¢ <br />4 <br />aunwrv. ae LOT <br />SILVERADO <br />LOT #5 <br />BLK #13 <br />PROJzOT* <br />03719,000-05131 <br />MODMIA <br />82558-HANTHORNE" <br />GARAGM BWMCI,: <br />LEFT <br />PAGED: <br />LIFT BEAM <br />PLAN <br />150 MPH EXP. B <br />