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HomeMy WebLinkAboutREVISIONS%I OFFICE USE ONLY: d DATE FILED: 5 I eo \� 1 REVISION FEE: 16 , 12) LOCATION/SITE Annp cc. PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVIC BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 MAY 0 6 2019 (772)462.1553 ST, LUCIe County, Perr APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: 7 'Li QUALIFIERS NAME: � ADDRESS:. J'7el% _7 CITY: i . PHONE (DAYTIME): 'T ' 14c STATE: J OWNER/BUILDER INFORMATION: NAME: h , ADDRESS-'—) CITY: /.%).e5-1 !:a i PHONE (DAYTIME: ARCHITECT/ENGINEER NAME: 7.) `+v) ADDRESS: /L)(}'; CITY: /z: PHONE (DAYTIME): 7 7-�, ST. LUCIE CO CERT. #: FAX: ZIP: ZIP: John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 9 3128 — 3138 Morning Dew Lane Permit # 1812-0054 January 14, 2019 RECEIVED MAY 0 6 2019 ST. LuCie County, Permitting Revision to Florida Product Approval for fire rated entry doors : Gensteel Doors, Inc. "Genstorm , impact rated, insulated galvanized 18 gage galvanized steel frame & 20 gage galvanized steel door panel may be substituted for the Schlage "Steelcraft" units presently shown on the issued Permit plans. Door panel and frame shall be prepared to receive a UL Label automatic door closer. Per NOA 17-0803.01, this door & frame has a design pressure rating of + - 65 psf, exceeding the requirements of ASCE 7-10, Figure 30.5-1 component & cladding net design wind pressure of +44.0 psf, (-)47.9 psf. Additionally, the door panel shall bear a Warnock Hersey Mark of 90 minute fire rating. Pemko #2005AT ADA compliant threshold per the NOA shall be supplied as a pert of the door package. A UL Label automatic door closer shall be installed per manufacturer's requirements. I have reviewed the above listed components & cladding & have approved their use in this structure. These products provide adequEhr n Zw Iforces specified by current code provisions. l ,; S��N M• Fps 'f'i0 511 ,ZIDE EVIEWED FOR AR,0 COMPLIANCE FILE COPYST. LUCIE COUNTY ROCC DADE MI E MIAMITROL SECTION COUNTY OM PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESO :4liami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION [7RE EIVED T (786) 315-2590 F (786) 315-2599 NOTI .F, OF AC �'EPTANCE (NOA)lip www.miamidade.eovleconomv Genteel Doors Inc. Ville St. Laurent, Quebec, Canada H4T1K6 SCOPE. - This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High V eloci y Hurricane Zone. DESCRIPTION ries "GenStorm" Outsyn g Opaque Steel Doors APPROVAL DOCUMENT: Drawing No. AD10-01. titled "Genstorm Outswing Steel Door System - LW', sheet 1 through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade C Product Control Section. NIISSILE 11WACT RATIN Large Missile Impact Resistant Limitations: 1. See Design Pressures in sheet 1. See anchor options in sheet 2 and Hardware options in sheet 6. Max. Exterior (positive) DP=+65, where water infiltration requirement is needed. 2. Options #1 and 6 require total two (2) surface bolts (top/bottom) on active panel of the single or double doors. LABELING: Each unit shall bear one of the following permanent labels: Genteel Doors Inc. Gensteel Doors Inc. North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901-1911 and series and the statement: "Miami -Dade County Product Control Approved". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISIROWEtUMAGRreceded by the words Miami -Dade County, Florida, and followed by the expiratiot�p�bgl}j�terature. If any portion of the NOA is displayed, then it shall be done in its en V vv�IC �+^ �-�/ INSPECTS f! isbYY ��hh11 be provide to the jWr Ily tiig manufacturer or its distributors and shall be available for inIt&i This NOA revises NO r l2- document mentioned above. The submitted documentation was MIAMMADECOUMTY •• 1 E-1 & E-2, as well as approval i Ezp"rafldEMe: 90 0 Approval Date: December28,2017 Page 1 Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files j A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file listed below) 2. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LM', sheet 1 through 8 of 8, dated 02/05/11 and last revised on AUG 21, 2015, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS (submitted under files 912-022334 /#10-1203.02M5-0127.11) 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT) Along with marked -up drawings and installation diagram of Genstorm Opaque Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated 10/ 14/10, signed and sealed by Jorge A. Cause, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(PMK177T threshold) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 7) Tensile test per FBC, TAS 202 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877, dated 10/11/09 and FTL 5898, dated 09/14/09, both signed and sealed by Julio E. Gonzalez, P.E. (transferred from file # 10-0125.01) 3. Additional Test reports per FBC TAS 201, 202 and 203-94, test report No. ITS-3058370- DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prepared by Intertek Testing Services, signed and sealed by Stephen J. Emerman, P. E. (# 05-0127.11). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5'h Edition), prepared by MCY Engineering, Inc, dated 08/21/15, signed and sealed by Yiping Wang, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test, per ASTM A370-05 item B (1) (7) 2. Tensile test report NO. FTL 5877 per ASTM A370-05 dated 10/13/09, issued by Fenestration Testing Lab, signed and sealed by Julio Gonzales, P.E. (submitted under file # 10-1203.02). F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition), dated 08/20/15, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 2. Statement letter of Lab. Compliance, as a part of above test reports. Isbaq I. Chanda, P.E. Product Control Examiner NOA No.17-0803.01 Expiratiou Date: July 14, 2020 Approval Date: December 28, 2017 E-1 Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises & renews # 12-022335, expired on 07/14/15. 2. Test proposal No. 08-1489, issued to Genteel Door Inc, approved on 11/14/08. 3. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMI", sheet 1 through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. Test 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(PMK177T threshold) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 7) Tensile test per FBC, TAS 202 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877 dated 12/08/09 signed and sealed by Julio E. Gonzalez, P.E. and FTL 7224 dated 02/12/14, signed and sealed by Marlin Brinson, P.E. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance t FBC 2014 (51 Edition) & FBC 2017 (6th Edition) dated 05116117, prepared by MCY Engine c., signed and se e y rpm' g`P �. G. OTHER 1. This NOA revises NOA # 15-0825.04, expiring 07/14/20. 2. Test Proposal #17-0053 dated FEB 03, 2017 approved by RER. Isbaq L Chaoda, P.E. Product Control Examiner NOA No.17-0803.01 Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-2 SH I (FRAME MOTH) MAX ((DOOR OPENING) A 'I• 1 F . n •'�' .�}tip,« «•t'. _ _ _ _ Q I4 y y.. 'F •' «1i v4+ .=.:'.'...•: SEEµ 6OP SETA CN .«.««« )).p 'PI.CTNE' tiFS%• u'• ."ACTIVE. 9 \ q/ �E%1MµLIKIRSFOP µOHOR UGO MOD Y r 4 1 \.. EGRAµB.S. µ =HTONOODOW.Y By— 4-4- 12' I;1j'K.j TNK PNCNpittPEI.OR 6%'MAR. 'P 1E' `ANCHOR TYPR F'OR SILL CORNERS MAX, (NL] ALDMNw TUBE 11'vi TL@RO tout. SILL CORNERS (R) MA)(. si•INTO WNC. SINGLE DOOR TYP. ELEVATION ANCHOR LAYOUT DOUBLE DOOR TYP. ELEVATION HARDWARE CONFIGURATION OPTION 1 THRU 10 FOR ACTIVE PANEL ONLY 6 ANCHOR oNLFl DESIGN LOAD BOP Ma�as�xoFAUAeo.E ¢swuEP MMMFe .65.D PSF B5.0 PSF n10'MAX "TPANEL WDTNI SERIES GFNSTOPM WAOUE OIfTSYdNG STEEL DOOR LMp - -TNISPRODUCTHASBEEN UESIGNEEMI)TEGMTOCOMPLYWITNTHE - ULTIMATEDESIMLOADOSTAINEDFROMASCET-IO,MLRnetl RECUR THE 6TH EORION FLORIpABVILOMG COOE(IO1Tf INCLUDIN BYOB,SHALLBELESSVMOREWALTOM DESIGNL HIGH VELOCITY HURRICMIEZONE(WM). �TiAS DOCUMFM' - DOORS RATED FOR LARGE WSSILE IMPACT AND DO NOT REQUIRE SHUTTERS. 'PA YAO BEANCHO0.ED K58YOMFAS MUST PROPERLYTOTRANSFERLOADSTOTHESTRUGTUA -DOORSAPPROVEDFORLYST MONSWHEREWATERINFlLTMTIONRESISTANCE ^ ISNOT REQUIRED.(MNGLE ROWSEIF ADHESIVE CLOSED CELL FO TAPETO -A LDAD DURATION FACTOR IN AUCAABIESTRESS IS USED BE APPUEO ENTIREPERWETEROFFMME). I CROP I -ANCHORS SHALL SEAS USTED, SPACED AS SHONN ON DETAILS. -DOOR PANEL MIN+20GA(0.009'9 STEELWN. FY=95 KSI MIN. ANCHORS EMBEOMENTTO BASE MATERIAL SHALL BE BEYONDWALL DRESSING Fuaa KSIMIN. OPTIONAL EMBOSSED DOOR LEAF PATTERNS: 1-] ORSTULLO. DOOR FRAME; MINABGA(O.NIF)STEELMIN.FY-"KSIMIN., Nuv Z 5 ZUI/ Fu#O KSI MIN. -ANCNOMIGORTWIN PHON%IONS NOi SHONM IN TNESEDETAl19 - ARENOTPARTOFTHISAPPRWAL. - DOORPANn UEENIOMIN. O.S59j MI NLESS STEEL DOORPANELM MNOWIN,FY ,66N61,Fv+5JKGI HI T SETTER INOMB�FMEIRR� ORIIDA WNJC, ATI INTO COLSINCLITH INCLUDING BIG NOTUMITED DISSIMILAR TT SCUTHE AT COME MAAVAII.FYEMIN.YMILOERENGTHTFASAVERIFlUTMN OF �ATI�IYE F)PPB'IF FLORIDA REGISTRATION INTOCOHTACTWFHOTHFR DISSIMILAR WBULLING CODE THE AVAILABLE WN.YIELD GERENGTX. A..W .r PEBSSBB3 BEOUIRAIH_E. DFIHERTH EDITION FLORIDAOA BUILDING COof (]OIJISECTON /S AFtWu¢IVI 17'QKQ3'0/ CAN. 28677 APPNUBLE - DOOR FRAME MEETING MIN FyON: I"1.F-¢SjI MIN. BETEEL � I •FU�� zo DOOR FMMEMEENGWIIN Fy•AS KSI ASBKSI IRS TI BETTER �(f..- y IMPOSE BYDORES STEM AND TTIAH FER THEM TO THE SUPPORTLOADS STRUCTURE MAY VAILIFYMVN. YIELDSTRTFICATPASA VLAIFlUTION OF I IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING BTRULTURE TXEAVNUSLE MIN. YIELD STRENGM NOTES. EGRESS REQUIREMENTS TO BE RENENED BY BUILDING OFFICMI MAW DADE COUMY Runic w AD10—01 SHEET I OF 0 F n E �PRo� S FAUN. ICPLLpNG TOBEPPPl1FD u eaEReo HEAD DETAIL__(A) iW CVN1E[QI'tOIYY TYPICAL THRESHOLD --) RATE) FOR WAMR RESISTA WE HEAD DETAIL A F(NOOAIENW Q1Y w O 0 HEAD DETAIL A HEAD DETAIL A FMMY9F ®1p'lY TYPICAL ANCHORS (a THRESHOLD: TYPE F.1 1/4' OR 5/16" 01A. ULTRACONS BY'ELCO' FV = 155 KSI Fu DIRECTLY INTO fe=3000 PSI MIN. CONCRETE 1-12" MIN. EMBED 2-1/E" MIN. EDGE DISTANCE TYPE F2 1/4" TAPCON BY ITW FY=90 KSI Fu=120 KSI DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE 1-12" MIN. EMBED 2-12' MIN. EDGE DISTANCE SEALANT: ALL FRAME JOINTS AND CORNERS TO BE SEALED YdTH SILICONE AT PERIMETER ALL SCREWS SEALED WITH GE SILICONE II ANCHOR 0 JAMB BOTTOM CORNER: ANCHOR A REMOVABLE MULLION BOTTOM: ANCHOR CM REMOVABLE MULLION T TYPE F.3 3119" DIA. ULTRACONS BY'ELCO' FY-155 KSI Fu=177 KSI TYPE F.3 3/8" DIA. SLEEVE ANCHOR BY'WEJ-IT TYPE E.1 1/4° SMS OR #14 SMS (MIN. GRADE 2 DIRECTLY INTO fo'=3000 PSI MIN. CONCRETE DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE CRS) OR ST/ST 1-12' MIN. EMSEO, 2-1/2"O.C. 1-1/2" MIN. EMBED, 1-3/4' O.C. DIRECTLY INTO fc'=3D00 PSI MIN. 2-12" MIN. EDGE DISTANCE 2.112" MIN. EDGE DISTANCE CONCRETE 1-12' MIN. EMBED, 2 12' O.C. 2-1/2"MIN. EDGE DISTANCE NOV 15 2017 VIPINC W G. PIE.. RORIOA REGIS R 710N PE #5j98J, CAN: 2S677 AD10-01 BHBET 2 of 8 DOOR JAMBIHEADER TO BE 3000 PSI GROUT CONCRETE BLOCK 1 FILLED WHEN WIRE ANCHORS ARE USED VO DUPRIN _LOCK OPTION 1 I ACTIVE SURFACE (SEE SHEET 6) INACTIVE I _- I `I 125 ANCHOR TYPE F1 j�' DIA. ULTRACONS 4 (1-f EMBED) 2-1 E.D. 3000 PSI 114" MAX- SHIM 3 .EXTERIOR 1 SHIM SPACE 13 - O3 e GROUT FILLED IVES FACE 12_14 x 716'SCREWS #6 x 1'TEK SCREWS 16 BOLTS @12.O.0 @61/2'O.0 14'x I-}' WIRE ANCHOR B 1 I (SEE ELEVATION DOUBLE DOOR OPENING WIDTH = 96" MW(. 18 GA STEEL FOR SPACING) -- (SEE SHEET 1) 4}" LG ANGLE DOUBLE DOOR FRAME WIDTH - 99 7M- MAX. _ (SEE SHEET I) ° SEE SHEET FOR TYPICAL ANCHOR MIN. \ INACTIVE ACTIVE "VON DUPRIN MORTISE 4' (SEE ELEVATIUN EE�C^-N1-- LOCK OPTION PANIC DEVISE ?e' ` FOR SPACING T"'BEOMEN - B EMAANCMOR AT EA. ANCHOR � � IVES S8453 SURFACE -(SEE SHEET 6) SEE SHEET 1 ^VyI � ! MOUNT FLUSH BOLT 7 OPTIONAL BOTTOM CORNER ANCHOR DETAIL 0 2 000' W O�O 11 o EXTERIOR 1/4'MAX. 3 14 V' �arNYWM1�Me�Wb SHIM SPAC HINGE JAMB DETAIL /'. MEETING STILE DETAIL / F, \ E.A pPliWrmp a 0Of l/ LOCK OPTION#2 SHOWN aY ly' flaY�el TYPICAL ANCHORS THRU EMA (EXISTING MASONRY ANCHOR) C- JAMB: 511V DIA ULTRACONS BYTLCO'Fv=155 KSI Fu=177 KSI TYPED. 3B'DIA, POWER BOLTBYTOWERS' TYPEAI DIRECTLY INTO 2BY WOOD BUCK DIRECTLY INTO TC=300O PSI CONCRETE TYPE A2 DIRECTLY INTO fC=3000 PSI CONCRETE 2-12'MIN. EMBED 1-12° MIN. EMBED 3- MIN. EDGE DISTANCE 2-12' MIN. EDGE DISTANCE TYPE E. S/16' DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRSI OR STIST INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' MIN. THICK.) R BY'HILTI' 3/6' DIA HLC SLEEVE!RIYII*E-,Llr TYPE 8.1 DIRECTLY INTO fc=30ONCRETE, W MIN. EDGE DIST. 51W MIN. EDGE DISTANCE TYPE 131 DIRECTLY INTO fm'=20ONCRETE BLOCK, 3-IIT MIN. EDGE DIST. STEEL: Fy=36 KSI MIN. 1-114' MIN. EMBED ALUMINUM: 6063-T6 MIN. WITH ALUMINUM TO BE PLATED OR PAINTED) 3I8-DIAS TYPEC.1 DIRECTLY INTO 1C=4000 PSI CONCRETE, 2- 8'MIN, EMBED TYPEG. WIREANCHOR(FV=80KS1) uW, iml01 TYPE C2 DIRECTLY INTOfm=2000 PSI CONCRETE BLOCK, 1-0/4'MIN. EMBED jk 0.173 DIA STEEL WIRE ANCHORS EMBED INTO 3000 PSI CONCRETE BLOCK 2-WV MIN. EDGE DISTANCE (HEADERUAMB TO BE GROUTED WITH 3DOO PSI CONCRETE) 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE Nov.1. AD1O-01 9B 3 OF a SEE SHEET 3 FOR MIN. O TYPICAL ANCHOR MBEDIAEN (SEE ELEVATION BQEMA ANCHOR I SB453 SURFACE BOLT LOCK OPTION FOR SPACING ) AT EA. ANCHOR OR I F8458 FLUSH BOLT (SEE SHEET 6) SEE SHEET I) '• I r y !'! INACTIVE 15 L j ACTIVE 00 w 0 al O VMAX. G(� 18 3 3� 0 2® 14 SHIMIM SPACE7EXTERIOR I1 I�/l11 �m HINGE JAMB DETAIL t+ MEETING STILE DETAIL D �F O� li LOCK OPTION #3,#9 OR#10 SHOWN „m{m >j 0 EMAANCHOR 1•}'x2-}" SEE SHEET 3 FOR °1 AT EA. ANCHOR LOCK OPTION 06 : (SEE SHEET 6)- FULL LENGTH O� a TYPICAL ANCHOR 00 ❑ 1 ACTIVE STEEL BAR A-36 INACTIVE Z (SEE ELEVATION �3 0 Q7 C D FOR SPACING j - 5O W z SEE SHEET 1) �� I •r : 2 u ZN..._ Wa E A 11 "MIN w E BEDMEN i{- i ' 1 I U 6 y . 1 U ' m3 JIM 114" MAX. _ 33 4 SHIM SPACE EXTERIOR HINGE JAMB DETAIL c MEETING STILE DETAIL / n \ E l� LOCK OPTION#4SHOWN LJ S EMA ALn NCHOR L o 0 SEE SHEET 3 FOR w AT EA. ANCHOR (2) IVES SB 453 SURFACE MOUNT LOCK OPTION > Od" TYPICAL ANCHOR <F ACTIVE FLUSH BOLT (TOP (SEE SHEET 6) INACTIVE 0 v v (SEE ELEVATION 8 BOTT.) c v FOR SPACING CVR I g s SEE SHEET I) y' �—� .; ._._ ...-.I 5 i •!_ i u�i L 9 O ��/ a Y u SIC C SHIM SPACE Ll EXTERIOR 5 ib 4 Sa, i 0 0 HINGE JAMB DETAIL (� MEETING STILE DETAIL inl h�Q>�, i �. 2p!7 w m �./ LOCK OPTION #5 SHOWN LJ -� :;r- \7 PWCi'A'M1G Ff..``: REOI983AT MOOUCfIILVBEp PE (l5593 hadbm� f�eIMW CAN. •29L)T.as ewf. xn HC822 MULLIONR�.t -o n •ol ��: +� Emd.m..w. l eb+rn e.el REMOVABLE MULLION " 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE W/REINFORCEMENT YW-. ADSO-OS �'r'I i.i�1 •'a �.•P.', SHEET 4 OP 0 RIANI bNF LOOx1Y a .,ntli p - QEMAANCHOR p a+ 8 EMA ANCHOR AT EA.ANCHOR o LOCK OPTION SEE SHEET 3 FOR O R R SEE BHEET 3 FOR AT EA. ANCHOR SEE SHEEP TYPICAL ANCHOR p N VON DUPRIN" 9875 PANIC DEVICE ( 5% TYPICAL ANCHOR ' MIN. K o 5 (SEE ELEVATION I'uO INACTIVE I SURFACE ACTIVE (SEE ELEVATION MBEDMEN ° FOR SPACING O; CVR-1 j VERTICALR�- FOR SPACING)\ SEE SHEET 1) I I� 5 N ;I-5 Uwo., 112 MIN. !pp-_ tt C, ., o E BEDMEN I i j y e 3 I z p S y I ( IF' I z z =o ®li c 3 ! I i Oho it MAX. SHIM SPACE 13 3 • 2 '. 114" MAX. E © -0 EXTERIOR ^�� SHIM SPACE 2 nn' HINGE JAMB _MEETING STILE DETAIL /T'�1 .. STRIKE JAMB DETAIL OQ n�S DETAIL LOCK OPTIONpfi SHOWN D E NCHOR �EMA ANCHOR SEE SHEET FOR AT A. ANCHOR 3 ry / _ AT EA. ANCHOR W SEE SHEET 3 FOR AT EA. ANCHOR TYPICAL ANCHOR W z TYPICAL ANCHOR VON DUPRIN" 9875 PANIC DEVICE (SEE ELEVATION ' MIN. Z u MIN. I FOR SPACING MBEDMEN (i t7m (SEE ELEVATION MBEOMEN _ SURFACE LOCK OPTION IVES SB 453 SURFACE ) Z i <" 6 FOR SPACING I VERTICAL ROD -(SEE SHEET 6) --MOUNT FLUSH BOLT �q7aQ vs SEE SHEET 1) < _ '��r._. >..�-�— _ U - y� EW I INACTIVE I ACTIVE p W U U r .... It S _ k IZUz p u 0,01 o�r I 1 I I I Ie epimepi w Eiw �4'MAX. i) 3 ^'� 4 4 14 _ 1/4"MAX. YI 3 do SHIM SPACE-)(- © v EXTERIOR ^ O SHIM SPACE m L oar^. HINGE JAMB �+ MEETING STILE DETAIL / ^ ` STRIKE JAMB DETAIL C y DETAIL C L0CK OPTION N 7 SH0WN U E a SEE SHEET 3 FOR 8 EMAANCHOR 11 QEMA ANCHOR O AT EA. ANCHOR TYPICAL ANCHOR AT EA. ANCHOR SEE SHEETANCHOR d lu � VON DUPRIN" 9875 PANIC DEVICE LOCK OPTION (SEE ELEVATION TYPICAL (SEE ELEVATON MIN. INACTIVE SEE SHEET 6) ACTIVE FOR SPACING) MBEDM N BEDMEN -- W FORSPACING I I I ' I 9 ) r I � U y n SEE SHEET71- Ir I I FFW O5pran e '^ W Wre �� w V 1p L7 Oso i0m0 w I1MAX _ Ir 1/4"MAX. EXTERIOR ME ` r SHIM SHIM SPACEHMEETING STILE DETAIL @ STRIKE JAMBDETAIL L0CK0PTIONN B SHOWN � DETAIL C �V FIAflIwrEcls)B�nTON wn-rr C /BOYUCf P dN:l9B7 ��f NIY 14 C.�2661] M� 6jrilr ela �� I� � ewm °-er 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE j:i hral C�wY .." _ ti• ` AD10-01 MMMI DADS COUM1'r!!!)f tt;F" 9H¢ET 6 OP 8 OPTION 1 LOCK OPTIONS,,CAN ApPT Y TO SINGLE ORS ACTIVE PANEL a Fg ACTIVE LEAF: ` yRn1 VON DUPRIN 082MO SURFACE VERTICAL ROD WITH U29 STRIKE 6 n u USING SIX 69x2Smm(11 MACHINE SCREWS AND TWO 01446. OPTION 5 @@@ III MACHINE SCREWS SEALED W ITH e w BE SILICONE II- ACTIVE LEAF: o' -IVES• SB49 SURFACE MOUNT MANUALLY OPERATED FLUSH •PRECISION' HC2390 MORTISE PANIC EXIT. SURFACE MOUNT rmn BOLT. TO BE FASTENED WITH (2)10x 1-1/C TEKS SCREW •(2)14x1 MANUALLY OPERATED FLUSH BOLTAT TOP AND BOTTOM. 1-IM. MS WITH (4)10 x 1-1N' FH SMS -- INACTIVE LEAF: INACTIVE LEAF: DOOP, EDGE CON5TRUCTION _ VON DUPRIN 9827EO SURFACEVERTIGAL ROD WITH 929 STRIKE PRECISIDN HC2800 CONCEALEDVERTICAL ROD. SURFACE USING SIXO9x25mm(1.1 MACHINE SCREWS AND TWO 214a5mm MOUNTTWO POINT LOCK SYSTEM WITH'PRECISION PANIC `e (1-) MACHNE SCREWS SEALED WITH DEVICE LOCATED 4V FROM BOTTOM WITH (4) 10.24 x 14AV -+ 'GE SILICONE IP ON MS -NEV SM53 SURFACE MOUNT MANUALLY OPERATED SURFACE DOUBLE DOOR : o BOLTTO37SCR OVERLAP ASTRAGAL MS N 6 HINGES: STEEL MORTISE HINGES 4 PER LEAF. PEMKO OB E FMMNEO W OVERLAPPING )12R RAOPTIO 1-AL a vt ACTIVE LEAF: LOCATED AT 9-t MAX. FROM TOP OF DOOR TO 'PRECISION HC2800 CONCEALED VERTICAL ROD. SURFACE CENTER UNE OF IST. HINGE AND TO BE SPACED 0 emir MOUNTTWO POINT LOCKSYSTEM WITH 'PRECISION" PANIC OUT NOT TO EXCEED 37-15/16-FROM CL TO CL OF ZF �� o OPTION 2 DEVICEWITH(4)10.24x 1-1/4'. LOCATED 39-IMFROM BOTTOM HINGE. TO BE FASTENED BY#12-24 Xjj'FLATHEAD y ACTIVE LEAF: "^° "` INACTIVE LEAF: MACHINE SCREWS. ZI m PRI 9875 MORTISE EXIT WTIN(2)&32x M'M MS. 'PREGSION MC22005URFACE VERTICAL ROD.6URFACE MOUNT �J N r\ W LOCATED 390N' FROM BOTTOM TWO POINT LOCK SYSTEM WITH•PRECISION PANIC DEVICE WITH WN (4)1024x 1-1/4' OH MS. LOCATED 39-1 MGM BOTTOM SINGLE DOOR WO INACTIVE LEAF: (2)-SURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO HINGES: STEEL MORTISE HINGES 4 PER LEAF. ZU NVLS'SO45]SURFACE MOUNT MANUALLY OPERATED BE FASTENED WITH (2)1I1-20 FH M$ LOCATED AT IL3/4"MAX. FROM TOP OF DOOR TO SURFACE BOLT TO REFASTENED iMTH (4)12x1-I/I'FH MS CENTER LINE OF 1ST. HINGE AND TO BE SPACED Wy Nm m PEMKO O3J5LROVERWPPINGASTRAGAL OPTION 7 OUT NOT TO EXCEED 25.5/18"MAX. FROM CLTO CL OF HINGE. T08E FASTENED BY#72-24 x" U s ACTIVE LEAF: FLATHEAD MACHINE SCREWS, 'PRECISION HC2200 SURFACE VERDCAL ROD. 5 (4)10-24x 1-1W OH MS. LOCATED 39 4-FROM BOTTOM mS OPTION 3 INACTIVE LEAF: OPTION -IVES' S8453 SURFACE MOUNT MANUALLY OPERATED FLUSH ACTIVE LEAF: yn ACTIVE LEAF' BOLT. TO BE FASTENED WITH(4)12. 1-1N' FH MS E z °` -SARGENT• 8200 SURFACE MOUNT MORTISE LOCK WITH 'DORMA' COW SURFACE MOUNT METALLIC HANDLE AT 39 IW �p ' FROM BOTTOM WITH N4IB X L8PH MS AND Ob X M- FH N91 R HANDLE. WITII SURFACE MOUNT METALLIC DEAD -BOLT. SCREW.�' Con \'OORMA•OMULTITHBBBUSURFACEMOUNTMETALLICOEADBOLTAT45 LOCATED]B'FROMBOTTOMWITH(2)8-32xi°FHM6 OPTION 8 ®9 or 1n' MOM BOITOMWTIH R)IA4 20X1LB°FH MS: (2)41042 X2 INACTIVE LEAF: 9-LaLB•PH MSAND(2)#0 X W FH MULTI THREAD SCREW. 'LONG IB GA STRIKE BOX BE FASTENED BY (2)#tL24 ACTIVE LEAF: IX SCREWS VON DUPRIN 9847 CONCEALEDVERTICAL RODWTTH PANIC INACTIVE LEAF: O "+ 'IVES' SU53 SURFACE MOUNT MANUALLY OPERATED SURFACE DEVICE WITH (2)8.32 x M- M MS. LOCATED 394AI"MOM 'IVES'FB45B FLUSH MOUNT METALLIC FLUSH BOLTS AT IY BOLTATTOPANDBOTTOM. WTTH(4)1*20x13WFHMS BOTTOM AND 71-MOM BOTTOMW/(4)O8XU- FHMUI.TI THREAD #8, SCREW. SURFACE MOUNT METALLIC STROP PLINACTIVE LEAF: ATEATFRMBE HEAD ONE FLUSH MOUNT METALLIC STRIKE PLATEAT 39 IZ 'PRECISION HUBM CONCEALED VERTICAL ROD. SURFACE FROM BOTTOMW (2) ONIX V M SMSANDONE FLUSH N gn TO BE FASTENED WITH (2)OtOx 1-1N'FH BRAS MOUNT TWO POINT LOCKSYSTEMMTH'PRECISION' PANIC MOUNT METALUC STRIKE PLATE AT 4512 MOM BOTTOM Z J DEVICOEM TH(4) 1"4 X 1.114•. LOCATED 39.1?FROM WI(2)#8 X L!'M MULTI THREAD SCREW. 3 in OPTION 4 (RIMEXRWRHMULLION) OPTION 9 ^-W E" ACTIVE LEAF: ACTIVE LEAF:..0 Ne l -OYO •Of O 4 'PRECISION HC2100 RIM EXIT PANIC MECHANISM SURFACE T10RMA• OLIN SURFACE MOUNT METALLIC HANDLEAT 3911 FROM �1'��k � g' MOUNTLOCATED413 FROM BOTTOM WITHBY(4)t0.20x BOTTOM WITH (2)# X318'PHMSAND(2)#8%3WFHMULTI THREAD ,j Z 1-ve off Ms TREW u^^� l• 4, pints P 5 201.7 ` BOTTOM (2)URFACE MOUNT METALLIC 2)#I"ZX2 WW AT MSMFROM NNWON W MM WITH TITHRE D SCR 5B• FH MS (31#10.32X2 LB' M MSAND (2)OB % INACTIVE LEAF: LB'FH MULTI THREAD SCRLW. FLORIDAVPNG WANC, P.E: ORIFE REGISTRATION 34HDN MOUNT IOCATED40RIM FROM BOTTOM WI SURFACE INACTIVE LEAF: PE :27g 0°^ MOUNT LOCATED11-3I4'FROM BOTTOM V4TN BY (q 1I420x ONE FLUSH MOUNT METALLIC STRIKE PLATEAT 39 In' BOTTOM WO &kr :288A rt 1'FMMS (2)#I0X1-FHSMSANDONE FLUSH MOUNT METALLIC STRIKE PLATEAT 45 4m x¢ REINFORCED MULLION: 1W FROM BOTTOM W/(2)88% 3W FH MULTITHREAD SCREW. m 41 _ HC8M PRECISION HARDWARE REMOVABLE Wff11 H)}'20x'� ' 'IYES'S8/5]SURFACE MOUNTMANUALLY OPERATED SURFACE BOLT TO BE FASTENED WRH (4)12 x 1-iN' F AMS .m n MSOR#14x I•SMSATTOP. rX2,'SLEEVEANCHOR 'x• 2at,'t>> EMREDDEDIj9NTOCONCRETEATBOTTOM. •-'/�>�l�r�^{.•-,;1�, ADIO—OS MNMI 0^DE COUNTY a z 12 N, <I O 13 ,IOG rl N yx DUST BOX 18 GA DOOR FRAME JAMB AND HEAD qi� �3pie O _2 THRESHOLD 3p/a 1s/p" k— THRESHOLD 19 5" 3p/p 1p/p" 6 OPTIONAL THRESHOLD DAMM O 911, Epp SURFACE BOLT STRIKE (OPTION A) STEEL BAR INSERT REMOVABLE MULLION REINFORCEMENT HRIOLI 10 GA HINGE REINFORCEMENT © ; ! xIa-nw 1 ' e w ® 10 w I� else PMTt MIND&MIMC18"I PMrNa. OR101011erA) -�✓ CLOSER BOX MORTISE BOX eR1}40 He w7 REINFORCEMENT OR REINFORCEMENT FRAME REINFORCEMENT 16 4 1/2" � 11 i wb r I � v J G V (<PER IFAFI I F.. MASONRY WIRE ANCHOR h"N La II F.1a EMA STEEL ANCHOR fp MK51 11R 11fP tom sulsncE / + pOLTHORI1SEpTRII� PEIlFORCEI�£NT L IIaE ORwm 1 117 wmv.PPEn Fo��' npu swEw 1' 1�� GRnmH SURFACE BOLT STRIKE REINFORCEMENT jo SURFACE BOLT STRIKE (OPTION B) MORTISE LOCK EDGE REINFORCEMENT FAIdO .134' THICK STEEL HINGE FLOOR ANCHOR 12 GA. REINFORCEMENT PLATE MULLION 24�Y� VINYLCAP YPWG WMG.. P.F. RONM REIE YIQN WM 261 is ADIO-01 SHEET 7 OF p BILL OF MATERIALS ITEM PART No, MATERIAL QTY, DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 - STEEL OR ST/ST AS REDD. FRAME HEAD/JAMB (5-j' x 2') 18 GA. (0.048MIN.) Fu= 48KSI MIN. 2 PMK2051 ALUM. 1 THRESHOLD PEMKO WITH VINYL INSERT 3 STEEL OR ST/ST AS REDD. DOOR PANEL 20 GA. (0.036MIN) Fu= 55 KSI MIN. 4 DRIDIO STEEL AS REDD. MORTISE BOX REINFORCEMENT GENSTEEL 5 P 387 AS REDD. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKO 6 STEEL AS REDD. 2- ' x 4' 12 GA. STEEL REINFORCEMENT GENSTEEL A ON AS RFD& REMOVABLEN PRECISION HARDWARE 8 FA3010 STEEL AS REDD. EMA ANCHOR GENSTEEL 9 SB453 AS REDD. SURFACE BOLT IVES SB453 10 FR1200 STEEL AS REDD. I -I' x 12' 16 GA. FRAME REINFORCEMENT GENSTEEL 11 FA1040 STEEL 2 FLOOR ANCHOR 18 GA. (I-}' x 1-6' x 4-}' LG) GENSTEEL 12 HR2000 STEEL 4 PER LEAF HINGE ➢USTBOX GENSTEEL 13 HRIO30 STEEL (10 GA.) 4 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME OR DOOR GENSTEEL 14 DR1700 STEEL AS REDD. MORTISE LOCK EDGE REINFORCEMENT WELDED GENSTEEL 15 FRIICO STEEL AS REDD. ASA STRIKE BOX REINFORCEMENT GENSTEEL 16 179-454 STEEL 4 PER LEAF ➢OREX, HAGER k179-454-15 HINGE STANLEY 17 FA3030 STEEL I AS REDD. MASONRY WIRE ANCHOR 0,173 DIA. F =60 ksl IB - STEEL AS REDD. 20GA. DUSTBOX GENSTEEL 19 PMK2005AT ALUM. 1 THRESHOLD OPTION PEMKO 20 2100 ALUM. 1 PER LEAF DOOR SWEEP UNIQUE 21 ASI080 STEEL 1 106A, 2' FLAT ASTRAGAL W/ N12-14 x 7/8'SCREWS 8 12' D.C. GENSTEEL 22 375CR ALUM. I ASTRAGAL WITH SPONGE NEOPRENE W/ N6 xl' TEK SCREWS B 6. O.C. PEMKO 375CR 23 PMK177A ALUM, 1 THRESHOLD PEMKO 24 VINYL, 1 VINYL CAP 25 FR1I00M STEEL AS REDD. STRIKE DUST BOX GENSTEEL 26 ➢R1700M STEEL AS REDD. SURFACE BOLT STRIKE REINFORCEMENT GENSTEEL 27 DC1000 6 DR1000 STEEL AS REDD. CLOSER BOX REINFORCEMENT GENSTEEL 28 CH3601 STEEL 2 DOOR END CHANNEL GENSTEEL 29 STEEL AS REQD. 2' x 4 1/2' 10 GA. REINFORCEMENT GENSTEEL 30 STEEL AS REQD. 2' x 6 3/4' 10 GA. REINFORCEMENT GENSTEEL 31 HONEYCOMB I AS REDD. INSIDE OF DOOR PANEL GENSTEEL l�OBCfYLY1cBD k�'AV/4'�thNe.U� 'Bge�40�6tt�2o�p ma's ��- il!nt!,a OD 2 e:s m� �m N� a� AD10-01 sma 0 Or 0 OFFICE USE ONLY: DATE FILED: S I O I) 1 REVISION FEE: PERMIT# RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 6u1331 WJad '/,4uno:) apnj '1S APPLICATION FOR BUILDING PERMIT REVISI NS I PROJECT INFORMATION 61 g ® AVN LOCATION/SITE nanla�=v DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: (.47(, / ; =7;11O '5 ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS:, CITY: 1 ��='ram "ice . STATE: -L - ZIP:���/1� PHONE (DAYTIME): '7-7 2 r . .s. I / FAX: OWNER/BUILDER INFORMATION: NAME: ; L ADDRESS: CITY: ["!: PHONE (D� ARCHITECT/ENGWEER INFORMATION: NAME: J W '1 ADDRESS: j���`,,i� CITY: F-�� PHONE (DAYTIME): 0 613 0/17 y John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 9 3128 — 3138 Morning Dew Lane Permit # 1812-0054 January 14, 2019 6UIUIWJ3d 'Aiuno:) apn-j 'Is 03nI3D3I 1 Revision to Product Approval Affidavit - Windows Horizontal rolling windows - Custom Window Systems, Inc.; FL# 17355.1 - #HS-620 vinyl frame, non -impact rated, insulated windows may be substituted for the PGT window presently shown on the issued Permit plans. U value = 0.33, VT = 0.45, SHGC = 0.19, infiltration < 0.3, Design Pressure = + 50 (-)75 psf. I have reviewed the above listed components & cladding & have approved their use in this structure. These products provide adequate resistance to wind loads & forces specified by current code provisions. If there are any questions regarding thlS revision, please contact me as listed above. .p•yNa�— �STERE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 0 FILE CC)PI Florida Building Code Online 10/31118, 4:02 4M ' I�11 (( he SCIS Herne [ Log In j User Regle tion = Hot Topics i Submit surcharge I Stag & Facts j Publications[ Cent= Us t BaS SMap I Unla; I Search i ,~ :W Product w USER: Publ .fir-ira - Latwcr Product AnamVal Menu > Product or Aodliraran Search> Aeelitat&o Llat> Application Oetail FL #: ' fL17355-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Approval Ic User Product Manufacturer' Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality AssurancREVIEWED FOR Address/Ph CbbPIE COMPICOUNTYUANCE STT.. LUCIE VU��tlp1�TY Category B®CC Subcategory Compliance Method Certification Agency Validated By ST+ MAY 0 6 2019 r=E6M`—W—,ndow_Systems Inc. 1900 SW 44th Avenue Ocala, FL 344.74 (352) 368-6922 Ext291 jlathrop@cws.cc Kevin Pine kpine@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext. 291 jlathmp@cWs.cc W ndows orizontal Sifder Certification Mark or Listing Keystone Certifications, Inc. Steven M. Unch, PE C Validation Checklist - Hardcopy Received b!:�t a .Standard year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 FILE COPY httos:/;floridabuilding.org/pr/pr app_dtl.aspz?param=wGEVXOwtDgsRyNwINWDry%2btGXSTDFNwhGIKdUdLP14KckgrXgl1%2bug%3d%3d .Page 1 of 3 Florida Building Code Online 10131/18, 4:02 AM 21 affirm that there areno changes in the new, Florida Building Code which affect my product(s) and my product(s) are in compliancewith the, new Florida Buffdfng Code. Documentation from approved Evaluation or Validation Entity ::ayes r`.)No E;}N/A. Product Approval Method Date�Submitted Date. Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 09/14/2017 09/14/2017 09/15/2017 FL if Model, Number or Name Description 173551 HS-620 Vinyl.Horizontal Slider XO HS-620, Vinyl Horizontal Slider, XOv Non -Impact. Limits of Use Cerur, on Agency Certificate - .. Approved for use in HVHZ: No F 17 R3 'C GC CAR 1,38-1315.ndf Approved for use. outside. HVHZ:'Yes FL17355 C, cae CAR 138-1316:ndf Impact Resistant: No FL17355 R3 C.CAC CAR138-1334.odf Design Pressure: N/A Quality Assurance Contract: Expiration Date Other: Max. sizes, 74" x 63" and 74" is 72". See Installation 10/16/2018 details for DPs. Glass complies with ASTM E130d-04. Installation Instructions FL 7�Y a55 R3 II CWS-1031A (HS-620. XO).odf Verified By:. Lucas A. Tumor.PE-58201 Created by independent Third Party: Yes Evaluation Reports FL17355 R3 AE-EYa]ReO CWS-1031A (HS-620, XO).Dd Created, by Independent Third Party: Yes 17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider, XOX, Non -Impact. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17355 RCAC CAR 138-1341.Odf, Approved for use outside HVHZ: Yes FL17355 H3 C CAC CAR t38-1342.otlf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2019 Other: Max. size 111" x 631. XOX 1/3-1/3-1/3 and 1/4-1/2- Installation Instructions 1/4. See installation details for DPs. Glass compiles with ASTM F 1l 13555 R3 11' CWS-1067 (H5=620. X0)().odf E1300-04. Verified By: Lucas A. Tumer PE-58201 i Created, by Independent Third Party: Yes Evaluation Reports ." FI 17355 R3 AE. EvalReo CWS-1067 (HS-620. XOXl:odf Created by Independent Third Party: Yes- 17355.3 ji HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl, Horizontal Slider, )(X, Nonrlmpact. Limits of Use Certification.Agenq Certificate j Approved for use In HVHZ: No FL17355_113 C CAC CAR 138-1328.odf Approved for use outside HVHZ: Yes FL17355 R3 C. CAC CAR 138-1329.odf Impact Resistant: No 171-17355 Ra C CAC CAR 13.84332.odf Design Pressure: N/A FL17355 R3 C CAC 'CAR 138-1333 odf Other. Max. sizes: 74" x 63" and 74" x 72". See Installation Quality Assurance Contract Expiration Date detail for DPs. Glass complies to ASTM E1300-04. 12/10/2618 Installation Instructions I F I 355 R3 II CWS-1059-(H5-620.-)(X)odf Verified By: Lucas A. Tumer PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 83_AE EvalReo CWS-1059 (H5-620.: xx).odf Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwINWOrY%2btGxBTDFNwhGl KdUdLPi4KcHgrX9I1%2bbg%3d%3d Page 2 of 3 70 FL HI HORIZONTAL SLIDER - NON -IMPACT 75 11 7a• Ham- 35• MAX. SASH WI GLASS 32 S DL( 1/a' WGE IGHT 7r MAX. UNR HEIGHr 8Z 7� X MAX. SASH HEIGHT 64JtlP OLPSS Dl0 TABLE.OFCONTENTS: GENERAL NOTES B ELEVATIONS...1 DP CHARTS S GLAZING DETAIL ..2 SECTION VIEWS ................ ....3 EXTRUSIONS S.O.M - ....A ANCHOR SCHEDULE 8 NOTES ... ..... 5 INSTALLATION DETAIL ---- 1........ ..... 8 w HI -75 VC FLANGE 11Fr-14• MAX UNIT WIDTH • IV M—!:fS'I OLD ME GHY U 41TT B HEIGHT 0 IMS' X SASH HEIGHT GLASS DLO i GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE FB(11. CURRENT EDITION. 2. GLAZING OPTIONS: ISEE SHEET 21 3. CONFIGURATIONS:'OX' OR •XO'. 4. DESIGN PRESSURE RATING (SEE SHEET 2j: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-130"k -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER. INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM EA30"4. 8, SERIES / MODEL DESIGNATION HS-620. 9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: X. OPERABLE SASH, O n FIXED SASH 16. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION 11. EXTERNAL WEEP SLOT -06 X2118• LOCATED 4.12' FROM BOTH ENDS MAX. UNIT '2011 MTG. RAIL DESIGN PRESSURE RATING IMPACT RATING 74"'X 63" NO I SEE`COMPARATIVE ANALYSIS CHARTS, SHEET 2' NONE Lucas A. Tumor 2015.04,-27 21:03-D4:00 1900 620 PVC HORIZ. SLIDER NON4MPACT No 58201 STATE: OF CWS-1031 I, A 1:25 P.E. unH U2 39112 1 43112 1 47 V2 I CSl U&I I 5512 I 591P2 1 63 FIN WINDOW DESIGN PRESSURES FOR. EQUAL SPLIT "OX" w'XW W I1H GLASS TYPES A. B, C, OR D Unit UnIt FAIpM —WIdM. 3512 39112 43112 471/2 5112 551/2 591/2 63 GLASS TYPE G NOTE; IF StZE_INTENOED IS. NOT SHOWN, USE NEXT LARGER SIZE. 7! OVERALL I/ ANNEALED 9/1(7 AIRSPACE 1/6' ANNEALED SIKAFLE)I M2 OR. PURFFEECIITAZ GLE' SW GLASS BITE NB' OVERALL YI5' ANNEALED 7/16' AIRSPACE ORS' ANNEALED SIKAFLEK 552 OR PURFECT GLAZE W g� S BITE t GLASS TYPE B GLASS TYPE D • OVERALL • TEMPERED 19DO SW 44TH AVE. OCALA, FLORIDA 34474 WWW,OW9.CC 16'AIRSPACE 620. PVC w TEMPERED HORIZ. SLIDER SIKAFLEK552 OR NONIMPACT ' PURFECTOIAZE-W W,GLASS BITE F I/B+ OVERALL Yl6' TEMPERED 7/1V AIRSPACE `�{NNIbJI4j �f.....? Xl1 TEMPERED ,�Ot!`y, ENgF, SIKAFLFX 552OR PURFECTGLAZE'W `�f Ne 582111 �IL' w"Ot Ste" GLASS SITE B7ATE; OF' ro EMK N751>— OWS•1031 1y A INTERIOR "'� ISM SW 44TH AVE, 1 11 3 2 13 a 11 1B OCALA. FLORIDA 34474 WWW.CWS.CC 620 PVC HORIZ SLIDER ' NON -IMPACT „ 14 e 1 o I -I 6 WX$ m 3 N s a _ 9 19 1 5 B 4 6 1 V ZO 4 SECTION VIEW 8-8 fi 0 4 0 a y ' INTERIOR 0,111114.11"b 4%%W.DREW bbbi � Xy.P'N'•CEN.'TGq GPr v1 SF•. yy_ '� BTATE OF Wes. 4, 1 .01.6,2`\. 44h8�ONAt,E���`C �._ n >2Di5 LUCkS A. TURNER PE SECTION VIEW. D-0 MTG. RAIL REINFORCEMENT(2011) REQUIRED - -- ON UNITHEIOHTSA80VE 63'- 123E AVE. 39JA RKAV i j. NORTH PORT, FL34258 PORT, 1 i PH.841�80-7674 ` SECTION VIEWS SECTION VIEW A -A' ..... EMIC -08123)1q - SECTIONVIEW"C-C , ALTERNATE FIN FRAME A ITEMS NOT SHOWN FOR CLARITY.*CWS}1031 1:2 SHEET 15.10It 21 3OF'6 4 vs'------- t 6• 4 5 4 t/e' 1 15I16' II 1_ PVC MAINFRAME - W6127 PVC TOPjBTM RAIL-H-6140 —COflIJER W ELD ALL SIDES IA _I 650 fits' 1 .Ili6' 11J1 G''1 11Y16' 11y16' "16' `El 1Y11 l� 2 3 PVC INTERLOCK RAIL -H-6135 PVC DRAW RAIL -6139 ALUM INTERLOCK - S-2029 PVC GLA7JNG BEAD -S-6141 , 1116' Il16 i yt6"� �f Yiyyi6'In1{ _ � yl6'�f t yt6" 1 f Vi6" - � 111161� n F.--fiY 11/II 6' .993' 1716' ALUM REINF.-S-2V43' ALUM REINF.-S-2044ALUM REINF.-S-2005 ALUM REINF: • S@004 ALUM ROLLER TRACK -S-2030 ALUM EXT, REINF, - S-2011 PVC COVER -P-5400 NOTE: ALL EXTRUSIONS ARE 'ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 620 PVC HORIZ SLIDER NONIMPA& No 58201' i LUCAS A. TURNER.P.E. FL PE, 58201 •1239 JASARAAVE; NORTH PORT; FL 34288 PH. 941.380.1574 'S-1031 A SHEET 12 40FS ANCHOF "' """' FDA UNI T-MAX. 6- MAX ANCHOR LAYOUT -(FLANGE) NOTES: 1. INSTALL ONEANCHOR AT EACH INSTALLATION LOCATION.: SILL 2. SHIM AS RED ATEACH INSTALLATION ANCHOR USING LOAD BE V MAX O.C. (TYP.) 4- MAX (TYP.; u 4- MAX (YP.) S' MAX O.C. pp.) TYR) —SEENOTE2 —INSTALLATION ANCHOR (".) ANCHOR LAYOUT. (FIN) NOTE THRUFRAIIEANCHORSCM MM RAIL 1116'ISPRESENT. LOAD BEARING SHIMS SHALL BE 620 PVC HORIZ SLIDER NON -IMPACT No 5B201 f STATE :OF' 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DPAWINGS, SEETAB� LE�1, SHAY 4I27I2U15 .. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCASA TURNER P E. FL R�64820 BE PROTECTED TO PREVENT REACTION. AA 1239 JABAR6: S. INSTALLATION ANCHORS SHALL BE IN.ACCO90ANCE WITH ANCHOR MANUFACTURER'SJNSTALLATIONINSTRUCTIONS, AND ANCHORS SHALL NOT BE USED.IN:SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 'NORTH PORT' FL 34280 PH, 44t-3804674 SPECIFIED IN TABLE�1, SHEET B. }- &ANCHOR EMBEDMENTTOSUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMSEDMENTSHALL'B6 BEYOND WOOD BUCKS, IF USED; INTO SUBSTRATE '--IX BUCKS ARE AN,G'HOR'SCHEDULE'ANI OPTIONAL .,..ED 7. A MINIMUM CENTER -TO -CENTER SOAGWG,SFIML BE MAINTAINED BETWEENALL FASTENEFiS:3' FOR MASONRY,1' FOP WOOD ANOMSYAL BE PROPERLYDESKit•LED BYTHE 'ARCHITECTOR ENGINEEWOF RECORD AND INSTALLED TO TRANSFER WIND LOAD$iOTHE STRUCTURE S SHOWN W TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATESMAY NOT BE CRACKED. ^E OF INSTALLATION SHALL BE DONE BYOTHERS FOLLDWINGTHE CURRENTVERSION OF THE REFERENCE DOCUMENTS: MIC gl�D= ANWDMA 2S0(BOXWINDOWSI; PMAIAAMAWDMA 300(EXTERIOR DOORS) SUBSTRATE BY OTHERS SEE TABLE I ALANTBE FLLlta' MAX,SHN FLANGE BY INSTALLER T II INSTALLATION SEETABLE 1 MAX SHIM FLANGGEE BY INSTALLER—\ I" -'I om- 9 Y � 1/a' SUBSTRATE BY SEETABLEI- . A VERTICALSECTION _ TYPXJALSKLANCHCRAEE' (p "ORE_ ALSECTK)IS F TYPICALJAMB ANCHORAGE. TABLEtI APPROVED INSTALLATION FASTENERS FRANETYPE SUBSTRATETYPE- ANCHORTYPE MIN. EMBEDMENT MIN.. WOE DIST. FLANGE CONCRETE(ZO KSI MN.) SMT ITW TAPCON 1' 1.1/e' FLANGE" HOLLOW OR GROUT-FALEO CMU(NZPCF MIN.) 3;16'IIW TAPCON, 1. 2'- 1 ' FLANGE. HOLLOW aGROUT+JLEO WU(ASTM OBO) MIS-ELCQULTRACON 1414' '2.1/2 FLANGE - 29MN. SOUTHERN T±NE,(CL•056)' OR ELCO ULTRACON le3'S' 7/8' FLANGE 2XMN.SOUR)ERNPNE(LT-.0.55) _ &10 WOOD SCREW 11va. VW FLANGE 16 GAUGE,(0.060-)MN. STEELST'UD (33 KSI YIELD MIN)TEKS A10.16HIL1)KWOC:FLEXCR FRN SELF ORILlNG SCREW FIRL.THREAD Twu 0,060' 7/16' FLANGE 1/6-ALUM.(606IFT5 MIN.) OR 1/B` 6JEEL (39 KSI MIN.) 810 GRADE S SELF -TAPPING/ DRILLING SCREW I FULL THREAD THRU 0,125' 7116, IF" 2XMN:-SO11R¢RN PNE.(TN°0.w - NO WOOD SCREW 1.1/2 - Irx C c HORIZONTAL SECTION 6 TYPICALFNANCHORAGE HEAD AND SILL SIMILAR FOR FN INSTALLATION NOTE ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. AS) REOID AT MTG RAIL, SEE SHEET 5 ANCHOR LAYOUT. 620 PVC HORIZ. SLIDER NON -IMPACT No 58201 STATE OF OR BOX INSTALLATION '[INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE. UPTO AND WCLUDINGA BOX--FRAME.APPLICATION IS ACCEPTABLE PROVIDED: MIN,1F4- FILLET OF CONSTRUCTION' -GRADE ADHESIVE CAULk IS APPLIED INSIDE AND OUT. FULL PERIMETER, BY INSTALLER. - PRODUCTANCHORAGE IS IN A=RDANCE WITH:REOUIREMENTS AS SHOWN FOR FLANGE WINDOWS. EMK 09/23/14 �CW84031 - A SHEET tt2 ? B CTF B OFFICE USE ONLY: DATE FILED: REVISION FEE: 16 • 3 LOCATION/SITE PERMIT # 1 C 02- 60S4 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 MAY 0 6 .'.0"9 APPLICATION FOR BUILDING PERMIT REVISI Lucl® 69dn- Harmittfna PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: j�&m"-q-, am4h� �I )l�_P (A� 1YY�OCJ �1��_LI1T�h CONTRACTOR INFORMATION: STATE of FL REG./CERT. BUSINESSNAME: QUALIFIERS NAME: ADDRESS:. CITY: JT='r"� 7� _ STATE: PHONE (DAYTIME): -77 1 -- _ ` :1 - / L OWNEWBUILDER INFORMATION: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: ST. LUCIE CO CERT. #: FAX: ZIP: t`nlml r John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 9 3128 — 3138 Morning Dew Lane Permit # 1812-0054 Revision to window buck installation: Details "B" & "E", Sheet A-5. January 10, 2019 PT 1x4 window bucks may be installed with hardened cut nails. Note that subsequent window installation will be thru-fastened directly to the concrete head and jambs. If there are any questions regarding thlS reviisZsion, please contact me as listed above. RE4WED'FOR CODE COMPLIANCE ST. LUCIE COUNT' J06 AIA BOCCE �pTE 9PR4 RECEIVED O� M R o��0 9 MAY 0 6 ?0A ST, Lucie County, Permitting _ ROnnD_ a ° ° b e R .,. •. 3 i�/ i 1 b r. Sr ; �3• 7p Y4 y r� G OFFICE USE ONLY: DATE FILED: f REVISION FEE: �. LOCATION/SITE PERMIT # RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESSNAME: QUALIFIERS NAME: ADDRESS: g)'700 CITY: STATE: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: �? =� ST. LUCIE CO CERT. It: FAX: CITY: 1" 1 c.S-f Hahn rn I'V cc (T) STATE: t�L- PHONE (DAYTIME: % -(iY.. > FAX: ARCHITECTf/ENGINEER INFORMATION: NAME: ADDRESS: CITY: �Z- 1 r F : c' '_- STATE: 4—Z PHONE (DAYTIME): '77-)- 7-7L)-c44b!=j FAX: ZIP: ZIP: SLCCC: 9/23/09 NEVISIUN FILE CQ r q Revised 06130117 John M. Foster - Architect t Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 9 3128 — 3138 Morning Dew Lane Permit # 1812-0054 Revision to gypsum drywall installation: January 14, 2019 Per ASTM C-840, drywall shall be secured using #8 x 1 1/2" drywall screws. Spacing shall be 12" o/c for both ceilings and wallboard. If there are any questions regarding thlS revision, please contact me as listed above. John M. 1=6s1:er - AIA '�d M. F0 S0 9 AR° °oe611 P e I t' .� i6 .W+ 4 REVo COD EKED Pon ST ����� �®�AIVCE socc r Sr OFFICE USE ONLY: DATE FILED: SI 2i (� PERMIT# lb�la-�sy REVISION FEE: -I RECEIPT # el S % PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 RECEIVED (772) 462.1553 MAY, 2 2 2019 APPLICATION FOR BUILDING PERMIT REVISIONS Permitting Department PROJECT INFORMATION St. Lucie county LOCATION/SITE DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. BUSINESS NAME: QUALIFIERS NAME: .Sc",r, ADDRESS:, <r%�l� _75C�GI , CITY: STA PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: CITY: L'l e 5-i Inc, I in )'V ct l_-h STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME:. J (,)r)O ADDRESS: !/,- O =--, CITY: 6L P/F, r " PHONE (DAYTIME): STATE: ST. LUCIE CO CERT. 4: FAX: ZIP: SLCCC 9123109 �A�Q� R FV I S I Revised 0616/30/17 John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 9 3128 — 3138 Morning Dew Lane Permit # 1812-0054 Revision to Bathroom gypsum drywall : January 10, 2019 Bath Wall Detail "A" - Sheet "FH-1 ", Bath Drywall note in Finish Schedule - Sheet "A-2" Gold Bond "XP" 1/2" gypsum drywall shall be revised to be USG "Mold Tough" 1/2" moisture & mold resistant wall and ceiling panels tested in accordance w/ ASTM d-3273. If there are any questions regarding thlS revision, please contact me as listed above. John M. Fo5ter - AIA OF FLOC M.FOsn -A'• AR0008511 �srFReo •P�c ox0le GOO REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC OFFICE USE ONLY: DATE FILED: REVISION FEE: 7S LOCATION/SITE PERNIIT # Jhrc - MQ RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: /1' BUSINESS NAME: ' n QUALIFIERS NAME: . Sa c nt -, (,�j c ADDRESS:_ ,)'7O0 _5 lP. li'Ir.i' CITY: ff ) �L'r� . STATE: P14AVP R1AVTiTRP.I• '7'7 ') 'L'.;1.�''.- /1 OWNERBUILDER INFORMATION: NAME: (/' ADDRESS: CITY: /„ ? 1 �) =� ST. LUCIE CO CERT. #: STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME:.7) .';Y l(1 ADDRESS: /l, )0 LzLa l CITY: 2� F r i t� _ STATE: P14ONE(DAYTIME): 77-)_ 39'?/.)—"1446�% SLCCC: 9123109 Revised 06/30/17 FILE COPY ZIP: FAX: C- ZIP: FAX: /--&- &I- " John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 9 3128 — 3138 Morning Dew Lane Permit # 1812-0054 Clarification of Roof Insulation January 14, 2019 Roof Insulation clarification: Per the submitted Florida Energy Code and "Manual X A/C Load calculations, roof insulation shall be R-30 blown -in fiberglass. If there are any questions regarding this revision, please contact me as listed above. AR0008511 ra Sxr' r a i n FI FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LU®CIE C®UNTy ®®CC } � Rw k it OFFICE USE ONLY: DATE FILED: REVISION FEE: SCANNED BY St. Lucie County LOCATION/SITE PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT I( CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: �° (�5 1 j� ST. LUCIE CO CERT. #: BUSINESS NAME: t P P k QUALIFIERS NAME: ADDRESS: ,TWZl) -5 12 CITY: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: rM.181�E ARCHITECT/ENGINEER INFORMATION: NAME: iLrf: PHONE (DAYTIME): i Revised 06130117 rXtIVISIONY ' C 0t E��i John M. Foster - Architect Member - American Institute of Architects - LEED AP August 12, 2019 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project 3128 — 3138 Morning Dew Lane Permit # 1812-0054 Revision to Sheet TH-1" Dimensions shown on Sheet FH-1 for location and clearances of lavatory and water closet have been revised. John one 30" X 48"- clear floor space at each fixture and appliance (not required at sink if base cabinets are removable) UL �. %/ 0 clear floor spaces adjoining accessible route into kitchen Overlapping Clear Floor Spaces and Accessible Route Provide Maneuvering Space user pulls parallel to PART TWO: CHAPTER 7 FAIR HOUSING ACT DESIGN MANUAL CLEAR FLOOR SPACE AT RANGES9 COOKTOPSs AND SINKS Unless knee space is provided, space to execute a parallel approach must be provided at ranges, cooktops, and sinks. The clear floor space in this parallel orientation allows the wheelchair user to make a close side approach permitting safer and easier reach to controls and cooking surfaces. A forward approach, on the other hand, is difficult and unsafe, especially when controls are located at the back, because it requires seated users to lean forward over their feet and knees to reach not only hot pots and pans but the controls as well. See pages 7.11 through 7.16 for required clear floor space at cooktop or sink when knee space is provided. Space for Parallel Approach Required at Range and Cooktop clear Floor space for a parallel approach must be centered on fixture centerline of clear floor space centerline of range 7.4