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PROVIDE CORNER BARS AT TOP <br />AND BOT. 5TL. TO MATCH BAR <br />51ZE I COUNT OF MORE HEAVII <br />C"�_N <br />REINFORCED FOOTING FRAMIN57 <br />INTO JOINT. CLA55 T" <br />TENSION LAP <br />FT'G 51ZE AND REINFORCING <br />PER PLAN AND SCHEDULE. <br />FACE OF CONCRETE <br />FOOTING. <br />t;�E7AIL CONCRETE FOOTINO <br />CORNER REINr-ORCINIS <br />NO 50ALF <br />5C-C,710N <br />Scale. 1/2" = 1'-0" <br />NOTE: PLACE ( ORNER BARS <br />ON TOP OF OR BELON <br />CONT. LONGITUDINAL <br />REINFOR( IN6. <br />NOTE: ALL CONTINUOUS BARS <br />ARE TO EXTEND TO NITHIN <br />5" OF EXTERIOR FACE OF <br />FOOTING. <br />ID < <br />I <br />kn :;-- <br />kn () <br />INDICATES MIDDLE <br />BARS PER FOOTING <br />SCHEDULE. <br />BUILDINS, SECTION KEY NOTES 4 <br />LEQEND. <br />POURED CONCRETE FOOTING <br />PER PLAN. SEE THIS SHEET FOR <br />51ZE t REINFORCING. <br />@) = 4" CONCRETE SLAB ON VAPOR BARRIER <br />REFER TO REQUIREMENTS 4 NOTES FOR <br />FOR SLABS ON 6RADE ON SHEET 5N-1. <br />= INDICATES CON( RETE SLAB EDGE HAUNCH. <br />G) = .2x WOOD FRAMING SIZE 4 5PA( 1146 <br />PER PLAN. <br />= HOOD BEAM PER PLAN. <br />= FLOOR PLANKS PER PLAN. <br />PRE-ENOINEERED, PRE -FABRICATED <br />HOOD TRL155E5 PER PLAN. <br />ROOF 5HEATHINC, THICKNE55 I <br />FA5TENIN6REGMNT'5. PER <br />ROOF FRAMINC7 PLAN. PROVIDE <br />'H'CLIP5 AT JOINTS (TYPJ <br />PROVIDE _2x 50LID BLO( KING <br />BETHEEN FRAMING. <br />ATTA( H CONT. 2x4 TO KALIL H/ (2) 10d <br />x 5" LONG NAILS AT EACH STUD LOCATION. <br />WNTRA( TOR TO LO( ATE 4 VERIFY <br />EXISTING LOCATION OF 511,10. <br />PROVIDE 44 P.T. DIAO. BRA( E. PROVIDE <br />50' 0 x T' LONG LAO 56REN (TYP. U.N.O.) <br />KHERE OIA6. BRA( E5 ATTACH TO P05T <br />AT OPP. 5IOE5, OFFSET LAG 5CREV45 TO <br />AVOID CLASHING. <br />NOTE: TRUSSES SHALL BE DE516NEO <br />4 FABRICATED V41 A VERT. <br />P05T (INEB MEMBER) AT ALL <br />SUPPORT POINTS. <br />5TR1kTtR& 14AROKAREC424NEOTOR <br />NOTES 4 LESIEND. <br />PRE-ENORD., PRE-F) <br />WOOD TPZ5E5 PER <br />PLAN. <br />PROVIDE "HUC45" HEAVY CONCEALED - <br />FLANGE FACE -MOUNT HANGER BY <br />5IMP50N 5TRON6TIE HHERE V4000 BM. <br />FACES HOOD POST. PROVIDE MAX <br />FASTENERS AT ROOF. <br />PROVIDE "LU25" FACE -MOUNT J015T <br />HAN6ER5 BY 5IMP50N STRONG TIE AT <br />EACH JOIST. <br />TYPICAL TRUSS CONNECTOR SHALL <br />BE "1425" TIE BY 5IMP50N STRONG TIE. <br />PROVIDE "Hb" TIE CONNECTOR BY <br />SIMPSON STRONG TIE AT GIRDER TRU55 <br />(O.T.) PER PLAN. <br />ONT. 2x4 <br />RIDGING. <br />TYPICAL SPICE DETAIL AT <br />CONTINUOUS HORIZONTAL BRIDGING <br />ISONCREETF. RF. I NfEORC I Nr=7 <br />BAR LAP 5CHF-Z;>ULrz <br />FIC = 3,0010 PSI <br />BAR <br />LAP <br />SIZE <br />CL665 <br />TOP BARS <br />OTHER BARS <br />GOMPRE55ION LAPS <br />CASE I <br />CASE .2 <br />CASE I <br />CASE 1 <br />"All <br />.22 <br />5.2 <br />11 <br />25 <br />#5 <br />12 <br />1113. <br />�2b <br />42 <br />32 <br />"All <br />2q <br />43 <br />-22 <br />53 <br />#4 <br />15 <br />1113. <br />31 <br />43 <br />"A" <br />3b <br />54 <br />2b <br />41 <br />#5 <br />lb <br />"B" <br />41 <br />lo <br />54 <br />"A" <br />43 <br />64 <br />33 <br />50 <br />#6 <br />— <br />"B' <br />5b <br />54 <br />64 <br />NOTES: <br />1. TABULATED VALUES ARE FOR GRADE bO REINFORCING 4 NORMAL HEIGHT <br />CON( RETE. <br />-2- CASE I APPLIES IF CON( RETE ( OVER � Idb AND CENTER TO CENTER SPACING 1 �2db <br />CASE 2 APPLIES IF CON( RETE COVER � Idb OR CENTER TO CENTER SPACING S �2db <br />3. LAP CLA55 "A" VALUE5 ARE THE REQUIRED TEN51ON DEVELOPMENT LENGTHS Ld <br />4. TOP BARS ARE HORIZONTAL EARS I?qITH MORE THAN [2" OF CONCRETE CAST BELON. <br />5. SHADED LENGTHS ARE TYPI( AL LAP LENGTHS U.N.O. <br />BA1.00N**i00 FLOOR FLAN <br />1'-0" <br />ha, 11 <br />1 11 <br />101 <br />i\fi!—11 <br />11,410 <br />i�—� <br />�02� <br />NEW, <br />1 <br />wh.- m q.1j <br />BALOONY FLOOR PLAN KEY NOTE5 <br />AND LE6LW: <br />INOOD P05T STOPS BELON FLOOR. <br />UNLE55 NOTED OTHERP41SE FLOORING <br />SHALL BE MINIMUM REQUIREMENTS. <br />PROVIDE -2xb PRESSURE TREATED HOOD <br />PLANKS ATTA( HED TO.2x JOISTS FRAMING <br />K/ (2) 5TAINLE55 STEEL HOOD SCREWS <br />AT EACH J015T LOCATION (TYP. U.N.OJ <br />INDI( ATE5 DIRE( TION SPAN OF 2x <br />PLANKS. <br />ROOF FRAMIN52 PLAN KEY NOTES <br />AND LE6END: <br />(2) 2x5 Pq/ 1/2" FLITCH FE BETHEEN <br />FULLY GLUED I NAILED. <br />O.T. PRE-ENGINEERED, PRE-FABRICATEO <br />V4000 61RDER TRU55. <br />H.O.T. PRE-EN61NEERED, PRE-FABRICATEO <br />HOOD HIP GIRDER TRUSS. <br />PRE-ENOINEERED, PRE-FABRICATE0 <br />HOOD TRU55E5 0 -24" OIC. (MAXJ <br />PRE-ENGINEERED, PRE-FAERICATEO <br />V4000 JA( K TRUSSES 0.24" O/C. (MAXJ <br />PROVIDE CONTINM 2x4 BOTTOM CHORD <br />BRIDGING (BRACING) 0 4'-0" 016. MAX. <br />ON TOP OF ALL TRU55 130TTOM CHORDS. <br />FASTEN V41 (2) lbd ( OMMON 6ALV. NAILS AT <br />EACH TRI65. TRU55 DESIGNER/ FABRICATOR <br />TO VERIFY TH15 REO'MNT DURING SPECIALTY <br />-7 PROCESS (TYP. U.N.0) <br />EN&INEERINC <br />(SEE DETAIL THIS SHEET FOR CONNECTION). <br />INDICATES CONTINUOUS Ix2 FASCIA <br />INDICATES 4X4 SRACE5 (TYP.) <br />UNLESS NOTED OTHERA15E ROOF SHEATHING <br />BELON SHALL BE MINIMUM REQUIREMENTS. <br />ROOF 5HEATHIN5 SHALL BE lq/52" THICK <br />ATTALHED TO TRUSSES Pq/ 10d COMMON NAILS <br />I PROVIDE "H' CLIPS AT JOINTS (TYP. U.N.0) <br />REFER TO "STRUCTURAL HOOD FRAMINI5 NOTES" <br />ON 5HT. 5N-I FOR FA5TENIN6 PATTERN 4 <br />REQ'MNT5) <br />N <br />FCUNr��ATION FLAN <br />Scale: 51b" 1'-0` <br />N <br />R00f= f=RAIIIIIII,41N6 FLAN BALCON'Yo <br />5--ole: 50, = 1'-0" 56010; 3/5" = 1'-0" <br />r-RAMINe FLAN <br />FOUNDATION PLAN KEY NOTES <br />AND LF-6END: <br />0 CONCRETE SLAB THICKNE55 = 4" <br />(TYP. U.N.O.) REFER TO SHEET 5N-1 <br />FOR REOUIREMENTS. <br />bx(b PRE5%RE TREATED 5YP OWE No.2 <br />( ONTINUOU5 HOOD POST. <br />BASE CONNECTOR SHALL BE "PBSbbA" <br />BY 5IMP50N 5TRON6 TIE W/ 51b" 0 F1554 <br />THREADED ROD. <br />HF24 = 2'-0" x 2'-0" x lb" DEEP <br />Pq/ (5) #5 EACH NAY BOTTOM. <br />HF50 = 2'-b" x 2'-b" x lb" DEEP <br />W (3) #5 EACH WAY BOTTOM. <br />NOTE: REFER TO ARCHITECTURAL DRANING5 <br />FOR MAJORITY OF DIMENSIONING. <br />BALCONY FRAMIN6 PLAN KEY NOTES <br />AND LWEND: <br />(2) 2xiO V41 142" FLITCH IE BETNEEN <br />FULLY GLUED i NAILED. <br />�2xb V4000 JOISTS @ lb" 0/6. (MAX.) <br />PROVIDE (1) CONTINJOU5 RON OF 50LIO <br />BLOCKING BETNEEN JOISTS. BLOCKING <br />TO MATCH JOISTS DEPTH. <br />INDICATES 44 BRA( E5 (TYPJ <br />NOTE: THE MAJORITY OF THE PLAN DIMEN510NINO 15 PROVIDED <br />ON THE ARCHITECTURAL DRAAING5. USE E30TH 5TRU( TURAL <br />AND AR( HITECTURAL DRAMINC-6 TOGETHER FOR BASIC <br />LAYOUT AND CONSTRUCTION OF TH15 PROJECT. ANY <br />OBSERVED DE5CREPANCIE5 BETVEEN ARCHITECTURAL DRANINO <br />DIMENSIONING AND STRUCTURAL PRANINO SCALE LAYOUT <br />SHOULD BE BROU6HT TO THE ATTENTION OF THE <br />ARCHITECT IMMEDIATELY UPON DISCOVERY. <br />�FURR <br />[T(071 <br />%GMAN <br />ARCHITECTS, P.A. <br />AA0003150 <br />625 EAST ORANGE ST. <br />LAKELAND, FIL 33BOI <br />E-MAIL: FWARCH@ <br />FURRANDWEGMAN.COM <br />TEL 863 688 1 21 1 <br />FAX 863 688 1473 <br />COPYPJGHT 2019 FURR & WEGMAN ARCHITECTS, P-A. <br />THE DESIGN AND CONCEPTS DEPICTED HEREVATH ARE THE <br />SOLE PROPERTY OF FURR & WEGMAN ARCHITECTS, PA <br />NO REPRODUCTION , REVISION, OR REUSE OF THIS <br />DRAWING IS AUTHORIZED WTHOUT SPECIFIC WRITTEN <br />PERMISSION. 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