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HomeMy WebLinkAboutREVISION 4-7-16OFFICE USE ONLY: DATE FILED: REVISION FEE: 1. 9 SLANNEo BY Lueie Count, PERMIT # RECEIPT # PLANNING & DEVELOM'' NT SERVICE BUILDING &CODE REIAAVEN I YI 0lO� 2300VIRGINIAAVEN 't� FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: FERRA TEX - 4750 Magnum Drive, Fort Pierce, FL DETAILED DESCRIPTION OF PROJECT REVISIONS: PAGE A-3: PER REVISED DETAILS, ANCHORING CONNECTIONS FOR OVERHEAD DOOR HAVE BEEN 3. CONTRACTOR INFORMATION: STATE of FL REGJCERT. #: CGC054398 ST. LUCIE COUNTY CERT. #: 29289 BUSINESS NAME: Ibis Building Corporation QUALIFIERS NAME: reg awyer ADDRESS: 3600 Investment Lane Suite 101 CITY: West Palm Beach STATE: Ft ZIP: 33404 PHONE (DAYTIME): 561-318-8408 FAX: 561-318-8517 4. OWNERBUH.DER INFORMATION: NAME: ADDRESS: CITY: PHONE: Ferry Tex, Inc. 20520 Unico Road -Nfc enney STATE: VA ZIP: 23872 5. ARCHITECT/ENGINEER INFORMATION: NAME: Engineering Design & Construction, Inc. ADDRESS: 469 NW Prima Vista Blvd. CITY: Port St. Lucie STATE: FL ZIP: 34983 PHONE (DAYTIME): 772-340-4990 FAX: 772-340-7996 Revised 97/22/2014 n �I� VINYL BACKED INSULATION INTERIOR EXISTING GIRT. XISTING COLUMN ADDITIONAL STEEL BACKING & MOUNTING MEMBERS REQUIRED FOR NEW DOOR SUPPLIED & INSTALLED BY DOOR MANUFACTURER EXISTIP 2 EXISTING GI T. 2 3 DO NOT CU 3 3 3 3 / - - - - - - --------f --- 3 r----t-------------y---- 5 EXISTIN 0 - 3 LIZ- .................. 3 X ........... EPDX�SEAL E�POSED I ...... 65 „ .I ......... w/ / Et ..............'EPDXY BAR ENDS,\ TYP. .S. ........ .............. ..'I fl........'.'..'... t........'.'.'.'.. ANCHOR; OPENING NEW 14ga MASONRY , ......... I CHANNEL. SEE DETAIL ...... 10' — 0" 14' — �" NEW 14ga 3"x12" REINFORCED CMU WALL, TO 8'-8" AFF EXISTING PARTIAL END WALL FRAME SCALE: 1/4 "=1'-0" 1/4"x3"x3"x8" GLE CLIP BOTH SIDES NEW C MN w/ FULL WELDS ON ALL ED TO JAMB AND TO UNDERSIDE Z—GIRT NEW 14ga 8x3 ST CHANNEL JAMB CUT -HT TO U/S EXI NG TOP C NNEL/BEAM / NOT REQUIRED NEW C L. EXISTING SIDING 1/4"x3%3" ANGLE CLIP BOTH SIDES COLUMN w/ FULL WEL ON ALL EDGES TO JAMB TO UNDERSIDE OF Z—GIRT EXISTING TOP ROOF CHANNEL/BEAM. DO NOT CUT EXISTING SIDING NEW 14go 8x3 STEEL CHANNEL JAMB ll /ANINr-L SIDING & GIRTS CUT 4 BACK FOR NEW 4 3 OVERHEAD DOOR 3 IG COLUMN IG TIE BEAM STEEL =1LLED CMU CELLS RTICAL DOWEL 9BED IN FTG w/ 7RONG-TIE BOTH SIDES NEW REVISED PARTIAL END WALL FRAME 1 /4"x3"x3"x6" ANGLE CLIP (2) MIN. 1/2" THRU BOLTS TO STL GIRT w/ NUTS & (2)MIN. 1/2" THRU BOLTS TO STL JAMB w/ NUTS (STING 8" WIDE Z—GIRT IN SECTION T'G BEAM NEW COL. TO GIRT DETAIL SCALE S. q SCALE N.T.S. r OVERHEAD DOOR MODIFICATION NOTES: 1. THE CONTRACTOR IS TO TAKE ACCURATE SITE DIMENSIONS PRIOR TO COMMENCEMENT OF FABRICATION DETAILS FOR NEW STEELWORK. FABRICATION DETAILS TO BE SUBMITTED TO ARCHITECT FOR COMMENT PRIOR TO FABRICATION. 2. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE STABILITY AND STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE. 3. CONTRACTOR TO PROVIDE TEMPORARY SUPPORTS PRIOR TO CUTTING AWAY EXISTING STRUCTURAL MEMBERS & ENSURE TO PREVENT OVERLOADING OF ANY COMPLETED OR PARTIALLY COMPLETED STRUCTURAL ELEMENTS. 4. ARCHITECT TO BE PRESENT ON SITE PRIOR TO COMMENCEMENT OF CUTTING NEW OPENINGS & EXAMINE TEMPORARY SUPPORTS; 5. NO VARIATION TO THE STRUCTURAL DETAILS SHOWN ON THIS DRAWING IS TO BE UNDERTAKEN WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 4"0 STL. PIPE GUARD FILLED W/ CONC. REPAIR EXISTING STUCCO FINISH STEEL JAMB CHANNEL w/ MASONRY ANCHORS © 24" O.C.V. �� SCALE: 1 /4"=1'-0" EXISTING GIRDER SECTION CUT OUT FOR NEW CHID ----------- NEW 14ga 8x3 STEEL CHANNEL JAMB --I NEW OVERHEAD DOOR INSTALLED PER NOA GIRT TO 0 0 8" CMU, GROUT FULL :c4 STL ANGLE DOOR GUIDES (BY DOOR MANUF.) GUIDE TRACK 'WEATHERSTRIPPING INSULATED O.H. DOOR t �7 THESE PLANS AND ALL PROPOS50 k"JO P.K ARE SUBJECT TO ANY CORPEGTiCfdS REQUIRED BY FIwLD INSPECTORS THAT MAY BE NECESSA'AY 1.4 OirX-1 4 TO C314PLY WI TH ALL APPUCA&N.E CCOES, L- EXISTING i SIDING 1/4"x3"x3"x6" ANGLE CLIP (2) MIN. 1/2" THRU BOLTS TO STL GIRT w/ NUTS & (2)MIN. 1/2" THRU BOLTS TO STL JAMB w/ NUTS EXISTING Z—GIRT IN PLAN VIEW AMB DETAIL SCALE N.T.S ►t7rs�l �i� ST. LUCIE COUNTY BUILDING DIVISIO REVIEWED FOR COMPLIANC REVIEWE BY DATE - S AND PERMI MUST BE KEPT ON JO OR NO INSPECTION WILL BE MADE EXISTING CMU WALL SECTION CUT OUT FOR NEW CHID ------- 1/4"x3"x3"x6" ANGLE CLIP (2) MIN. 1/2"X4" WEDGE BOLTS INTO TOP OF CMU WALL & (2)MIN. 1/2" THRU BOLTS TO STL JAMB w/ NUTS NEW 14ga 8x3 STEEL—/ CHANNEL JAMB INSIDE MASONRY CHANNEL NEW OVERHEAD DOOR INSTALLED PER NOA EXISTING TOP OF CMU WALL 1" LONG TACK WELDS AT 24"o.c. MASONRY CHANNEL TO NEW 14GA 8X3 STEEL CHANNEL JAMB, BOTH SIDES IN PLAN VIEW n NEW CHANNEL TO TOP OF CMU SCALE N.T.S. ARC.ARC.1 II11'C" 117R.F1' &, fann -o Li THESE DRAWINGS CONTk ARCHITECTURAL SYMBOL USED FOR GRAPHIC PURPOSES ONLY. SIZE LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWING ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. START DATE: 04.02.1 NO.REVISION/ISSUE DATE 1ST -REVISION 06.10.1 2ND-REVISION 07.16.1 3RD-REVISION 03.30.1 CLIENT: FERRA TEX 20520 UNICO ROAD MCKENNEY, VA 23872 Flo ARCD E� u D y r NNI x ` C Raymontl Chlatlny Licensetl Architect #AA-26,,2573 OHD JAMB DETAIL 1 .5"=1 "-0 A3