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Home My WebLink About307 E 2 St (a) 15-597RFCEl ;TED JAN 0 12015 INTERIOR DEMOLITION & BEAM REPAIR 2014 APPLICABLE CODES 2010 FLORIDA BUILDING CODE(S) 2010 FLORIDA BUILDING CODE EXISTING BUILDINGS ALTERATION- LEVEL 2 2010 FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE 2009 NFPA I AND NFPA 101 FLORIDA EDITION FLORIDA STATUTES FLORIDA ADMINISTRATIVE CODE LOCAL CITY ORDINANCES 2014 WIND DESIGN CRITERIA FBC 2010 REFERENCING ASCE 7-10 V 139 MPH RISK CATEGORY IC GCPl +/-0.18 EXPOSURE B P+ 30 PSF P- 40 PSF �V a ms fl q 307 E 2ND STREET 5A—NF—Of") BU�I D�NG``�_ SANFORD, FLORIDA, 32771 ApERMITISSUEDSHALLaeA jjV4 THE 6ECGNSTFIKAND OTA RORSETS "LAI FOR ROB WALLACE LIC�THOR�YflUVOE,CANCEL-A� P RMIT PREVENT lL (3 21) 362 815 3 IAL FROM THEREAFIEF< COJOEDES. NOR SHALL SSUA FFJOM THE BUILDING OFFICS I A I RTH S CODE R GUIRIN(3 CONSTRIONOR VIOLATIONS PARCEL ID: 25-19-30-5AG-0401-0040 SCOPE OF THE WORK: REMOVE INTERIOR INTERIOR FINISHES AND CONSTRUCTION BELOW THE EXISTING CEILING AND INSIDE OF THE EXTERIOR WALLS REPAIR THE SOUTH END OF THE ROOF/CEILING STRUCTURE BEARING BEAM LEGAL DESCRIPTION: LOT 4 & E 2 FT OF LOT 5 - BLK 4 TR I - TOWN OF SANFORD - PB I P 58 INDEX TO DRAWINGS COVER & DATA PERN11T # �r s7 fl 2 DEMOLITION PLAN J -9--*fA 3 EXISTING CEILING DETAILS 7b 0A 4 BEAM REPAIR PLAN / SECTION 5 BEAM REPAIR DETAILS - 1 6 BEAM REPAIR DETAILS - 2 WCE (l ANDREW KUTZ ARCHITECT AR0006491 (407) 415-6554 AKUTZQCFL.RR.COM I DEC 2014 THESE 2 RAFTERS 3 HAVE BEEN PREVIOUSLY REMOVED AND ARE TO 6 BE REINSTALLED 60'-1" DEMOLITION NOTES: THESE DRAWING REPRESENT AN AS—BUILT CONDITION AND II INCLUDE DIRECTIONS AND SPECIFICATIONS FOR FURTHER ACTIONS 11 TO OBTAIN A BUILDING PERMIT AND PERFORM THE REQUISITE it N II �i �i WORK. I I Ia II NO FURTHER DEMOLITION OR REMOVAL OF MATERIALS IS TO IY DETERIORATED BEAM END 11 — PROCEED UNTIL THE DETERIORATED CENTER BEAM END IS I� IS TO BE SHORED BEFORE II 'D PROPERLY SHORED. 16 REPAIRS ARE UNDERTAKEN II 1u lu It i I REPAIR DRAWINGS SHOW CONSTRUCTION DETAILS FOR FINAL EXISTING STRUCTURAL IL ---------- j— �= CONSTRUCTION. THE CONTRACTOR IS RESPONSIBILE FOR MEANS jp AND DECORATIVE BEAM-- r II AND METHODS OF CONSTRUCTION. CONTRACTOR SHOULD CONSULT AND STRUCTURAL COLUMNS �� II A REGISTERED ENGINEER FOR THE DESIGN OF SHORING AND ARE TO REMAIN ��— ij BRACING ADEQUATE FOR ALL THE LOADS WHICH THE INCOMPLETE —T— --�j i II STAGES OF CONSTRUCTION IS REQUIRED TO RESIST. 1 II -- --� — -- _,�—_.! CONTRACTOR SHALL REMOVE ALL DEMOLITION AND --° — —----+---—_--- ---- _ F --_ _--==------= -- ----- =--r ---- _----- Y -I QII � CONSTRUCTION DEBRIS FROM THE SITE. NOTE THAT THE CITY OF ,u= Pit SANFORD SPECIFIES THE ONLY ACCEPTABLE SOURCE FOR =-� F J 2 11 II DUMPSTERS. II rr� OUI L -i 3 � �j II I I I I DEMOLITION SHALL INCLUDE THE COMPLETE DEMOLITION AND J II INDICATES REMOVE It I I I I REMOVAL OF ALL NON BRARING INTERIOR FINISHES INCLUDING II �i F WALLS AND DOORS EXCEPT — it II I I i I DECORATIVE METAL CEILING AND DECORATIVE CENTER BEAM SHALL REMAIN IN PLACE �j II LJ LJ ALL STRUCTURE , INCLUDING COLUMNS, BEAMS JOISTS AND II II ROOF FRAMING ARE TO REMAIN IN PLACE iiEXISTING DOORS ARE TO BE SAVED FOR POTENTIAL REUSE 1 jl 11 ALL EXPOSED ELECTRICAL DEVICES INCLUDING LIGHT FIXTIRES II I I AND CONDUIT ARE TO BE REMOVED EXCEPT — � — — — — EXISTING ELECTRICAL PANELS ARE TO REMAIN IN PLACE i \`---EXISTING W BRICK WALLS EXISTING CANOPY ABOVE---/ ALL AIR—CONDITIONING DUCTWORK IS TO BE REMOVED AIR HANDLING CONDENSOR AND COMPRESSOR ARE TO BE SAVED FOR POTENTIAL REUSE INTERIOR PLUMBING AND PLUMBING FIXTURES ARE TO BE REMOVED AND PLUMBING IS TO BE CAPPED FOR FUTURE USE EXCEPT THE EXISTING VENT WASTE STACK THROUGH THE ROOF IS TO DEMOLITION PLAN REMAIN IN PLACE WALL MOUNTED HOSE BIB MAY REMAIN SCALE" 1/8" = 1'-0" V ANDREW KUTZ ARCHITECT 2AR0006491 (407) 415-6554 AKUTZQCFL.RR.COM I DEC 2014 BEAM END IS DETERIORATED AND PARTIALLY MISSING EXISTI BEAM POCK IN BRICK W EXISTIN( EXTER BRICK W, ROOFING ;OOF DECK (10 RAFTERS )OUBLE 2x4 PLATE 'ERTICAL 2X4 @24`OC ;TRUCTURAL BLOCKING 3x12 BEAM 2X10 CEILING JOISTS 2X4 LEDGER COVE FRAMING —7 N •� i � N SLOPING ROOF O O DETAILS OF EXISTING CONSTRUCTION 9@ I W to fy- _Q METAL CEILING PANELS: -2X4 @ 24" OC DECORATIVE METAL COVE 8x8 COLUMN BEYOND eA ANDREW KUTZ ARCHITECT 3AR0006491 (407) 415-6554 AKUTZOCFL.RR.COM I DEC 2014 CONFIRM 'IFIAT THE NEW C 12x10.6 5/8" THRU BOLTS BEAM POCKET BEAM WOOD IS NOT EACH SIDE WITH 2x2 BEARING NOTE:POCKET AREA OF OBSERVED BEAM DETERIORIZATION^DETERIORATED FROM PLATE BOTH ENDS MUST GE THIS POINT ON - ADVISE ENLARGUD THE ARCHITECT / ENGINEER SLIGHTLY OF ANY FURTHER DAMAGE TOINSTALL REPAIR MATERIALS TES TT ° II I I I/2" STEEL PLATE Ne �� II , II / TOP AND BOTTOM —EXISTING 8 X 12 WOOD BEAM 5 5 XO 5 5 5 LEDGER TO REMAIN 4 5'-0"6" 4'-0" 6" 10'-4" FLASH AND REPAIR REPLACE MISSING, O PLAN VIEW BASE FLASHING & DETERIORATED 5/8* BOLTS 5/8"THRU BOLTS ROOFING TO SECURE OR OUT OF PLACE @ 12' OC WITH 2X2 BEARING WATERTIGHT 2X4 BLOCKING PLATE EACH SIDE SCUPPER SLOPE I` C8xll.5 ® RICHARDSON ANDREW KUTZ WITH EPDXY SET ®ENGINEERING ARCHITECT 1/2X6 BOLTS RICHARD B RICHARDSON PE AR0006491 24" OC BEAM REPAIR 131 ZELMA STREET '=h BEAM TO FLR ORLANDO, FLORIDA 32801 UTZ 415-65.0 1 31I1� (407) 425-4002 AKUTZ�CFL.RR.COM oily LIC# 00012380 ID#EB26251 I DEC 2014 2x10 RAFTERS 24' OC 2x4 BLOCKING A34 TYPICAL I / -'@ 24' OC .. I I NEW C12xI0.6 EACH SIDE II- xIO CEIL JOTS \ Qo ❑° I ❑° Qo ° / @24OC i F' WELDED 1/2"X2 1/2" U210 TYPICAL DECORATIVE o STUD -TYPICAL 24' OC COVE U) 3REOVE I 6DETER ORATED OI ELEVATION / SECTION 2 WOOD 6 I` C8xll.5 ® RICHARDSON ANDREW KUTZ WITH EPDXY SET ®ENGINEERING ARCHITECT 1/2X6 BOLTS RICHARD B RICHARDSON PE AR0006491 24" OC BEAM REPAIR 131 ZELMA STREET '=h BEAM TO FLR ORLANDO, FLORIDA 32801 UTZ 415-65.0 1 31I1� (407) 425-4002 AKUTZ�CFL.RR.COM oily LIC# 00012380 ID#EB26251 I DEC 2014 -8" TYPICAL 5/8" THRU BOLT @ 24" OC - - VOID AREA WHERE DETERIORATED WOOD REMOVED �61 8X12 WOOD BEAM THN BOLT OC \ C II' TYPICAL EVERY 2X4 NOTE: SHORE RAFTERS AND SHORE CEILING JOISTS BEFORE I/2x2 1/2 STUD BEGINNING REPAIRS @ 24" OC - WELD TO 1/2" STEEL PLATE -SNUG THESE BOLTS BUT DO NOT OVERTIGHTEN 2X2 BEARING PLATE EA END EXISTING 2X10 CEIL JOIST @ 24" OC 2 x 12 CUT TO FIT- TYPICAL U210 TYPICAL - EVERY 2x4 X41/2x2 1/2 STUD @ 24" OC - WELD TO 1/2" STEEL PLATE 5'-10" X 1/2'x II" STEEL PLATE WITH 5/8" BOLTS 12' OC TOP AND BOTTOM TRIM EXISTING_ JOIST ENDS TO FIT 1/2x2 1/2 STUD / @ 24' OC - WELD EXISTING 2 X 10 CEIL JOIST @ 24" OC TO 1/2" STEEL PLATE REPLACE ,{ 3111 �I RICHARD B RICHARDSON PE 131 ZELMA STREET ORLANDO, FLORIDA 32801 (407) 425-4002 2X4 BLOCKING j 5'-10" X 1/2'x 11" DETERIORATED STEEL PLATE I DEC 2014 " -WITH 5/8' BOLTS / 12" OC TOP AND REMOVED U210 TYPICAL BOTTOM EVERY 2x4 X41/2x2 1/2 STUD @ 24" OC - WELD TO 1/2" STEEL PLATE 5'-10" X 1/2'x II" STEEL PLATE WITH 5/8" BOLTS 12' OC TOP AND BOTTOM I, G A34 TOP AND E 1 BOTTOM EVERY 2X4 SHIM ANY GAPS 8 X 12 -BETWEEM BEAM WOOD AND TOP AND BEAM BOTTOM PLATES 5X24' BOLT i C 2x12 CUT TO FIT TYPICAL 2X2 BEARING PLATE EA END C12xI0.6 EACH SIDE CONTINUOUS \ 2x4 NAILED TO WOOD BEAM nB BEAM REPAIR DETAILS 0 6" X 1/2"x 11" STEEL WITH 2-5/8" BOLTS EACH SIDE TOP AND BOTTOM SHIM ANY GAPS BETWEEM BEAM AND TOP AND BOTTOM PLATES 110110 RICHARDSON ANDREW KUTZ 5/8" THRU BOLT @ 24" OC -------- - - - - - - - - - - / RENGINEERING EXISTING 2 X 10 CEIL JOIST @ 24" OC VOID AREA ,{ 3111 �I RICHARD B RICHARDSON PE 131 ZELMA STREET ORLANDO, FLORIDA 32801 (407) 425-4002 WHERE j DETERIORATED I DEC 2014 WOOD / REMOVED U210 TYPICAL I, G A34 TOP AND E 1 BOTTOM EVERY 2X4 SHIM ANY GAPS 8 X 12 -BETWEEM BEAM WOOD AND TOP AND BEAM BOTTOM PLATES 5X24' BOLT i C 2x12 CUT TO FIT TYPICAL 2X2 BEARING PLATE EA END C12xI0.6 EACH SIDE CONTINUOUS \ 2x4 NAILED TO WOOD BEAM nB BEAM REPAIR DETAILS 0 6" X 1/2"x 11" STEEL WITH 2-5/8" BOLTS EACH SIDE TOP AND BOTTOM SHIM ANY GAPS BETWEEM BEAM AND TOP AND BOTTOM PLATES 110110 RICHARDSON ANDREW KUTZ RENGINEERING ARCHITECT ,{ 3111 �I RICHARD B RICHARDSON PE 131 ZELMA STREET ORLANDO, FLORIDA 32801 (407) 425-4002 AR0006491 (407) 415-6554 AKUTZ�CFL.RR.COM LIC# 00012380 ID#EB26251 I DEC 2014 INCREASE BEAM POCKET SIZE AS REQUIRED TO RECEIVE NEW REPAIR MATERIALS 5/8' MACHINE BOLTS 4' X 1/2' x 1 1/2 TOP RICHARDSON PLATE WELDED CONTIN o I- TO TOP OF C8xII.5 ~ it p II/16 HOLES IN ENDS OF PLATE TO SECURE TO RICHARD B RICHARDSON PE BEAM ABOVE 0 2-II/16" HOLES EACH END OF 1/2' STEEL TOP PLATE TO SECURE WALL CHANNEL TO BEAM ABOVE C8xII.5 WITH EPDXY SET 1/2x6 BOLTS 24" OC FLOOR TO BEAM _Cl2XI0.6 FLANGE ABOVE BRICK WALL NEW CEILING JOIST 2X10 SYP #1 SISTER TO EXISTING JOIST TAIL AT WALL U210 TO BEAM REPAIR MIN 5 - 1/4"x3" WOOD SCREWS NEW 2X10 TO I EXISTING 2X10 TAIL MISSING 2x10 CEILING JOIST 2X2 DEADWOOD I EXISTING 2X10 CEILING JOIST NEW 2X6 PT WITH \—CEILING LINE 1/2x6 EPDXY SET ANCHOR 48" OC REPLACE JOISTS ( J) NOTES STEEL SHALL BE 36 KSI YIELD BOLTS SHALL BE A307 THE STRUCTURAL DESIGN IS BASED ON AN ENCLOSED STRUCTURE. DESIGN LOADS IN ACCORDANCE WITH FBC ARE: ROOF LOADS 20 PSF WIND LOADS 139 MPH (PER ASCE 7) INTERIOR PARTITIONS 5 PSF PERPENDICULAR TO THE FACE OF THE WALL LUMBER GRADES SHALL BE A MINIMUM OF HEADERS, COLUMNS, BEAMS 8. OVERBUILD FRAMING #2 SYP FB=1500 PSI WALLS, BLOCKING AND MISCELLANEOUS #2 SPF SILL PLATES #2 SYP PT PT LUMBER SHALL ALSO BE UTILIZED WHEREVER INDICATED ON THE DRAWINGS ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS INDICATED OTHERWISE CONTRACTOR IS TO CHECK ALL DIMENSIONS AGAINST EXISTING CONDITIONS BEFORE FABRICATING ANY STEEL COMPONENTS THESE STRUCTURAL REQUIREMENTS SHALL EXTEND TO ALL ITEMS COVERED SSTD 10-93, EXCLUDING FINISHES AND NON-STRUCTURAL ITEMS, MISC PARTS, OVERHEAD DOORS, ROOFING AND WALL WATERPROOFING, WHICH ARE TO BE DESIGNED BY OTHERS RICHARDSON ANDREW KUTZ NENGINEERING ARCHITECT RICHARD B RICHARDSON PE AR0006491 131 ZELMA STREET (407) 415-6554 FLORIDA 32801 ORLAN07) AKUTZQCFL.RR.COM 11 425-4002 LIC# 00012380 ID#EB26251 I DEC 2014