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HomeMy WebLinkAboutREVISIONZ OFFICE USE ONLY: Q DATE FILED: REVISION FEE: LOCATION/SITE PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICI BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34902.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVIB PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION - STATE of FL REG./CERT. #: BUSINESS NAME: - Fci QUALIFIERS NAME: SCt ADDRESS, r1 r1&J _ > CITY: v STATE: PHONE (DAYTIME): -77 1- I / OWNERBUELDER INFORMATION: NAME: CITY: ARCHITECT/ENGINEER INFORMATION: NAME: CITY: YTIME): KECEIVED, MAY 2 3 1 L-ude County, Permittinq ST. LUCIE CO CERT. #: AX: m FAX: 4 ZIP: SLCsed 061311 I Revised 06/30/17 FILE Copy John M. Foster - Architect Member - American Institute of Architects - LEED AP January 14, 2019 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 (772)370-9464 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue 7RECEIVED Ft. Pierce, Florida 34982 y 2 3 2u19 Sedona Multi -family project - Building 20 PerMitting 3185 — 3195 Nightfall Circle Sf. Lucie county Permit # 1805-0365 Clarification of Roof Insulation 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. 1 gas— a 35-5` RE�lIEl�iED FOR CODE C®�fipl-IANCE ST. LUCIE C®d NTY John M. F c IA E®CC FILE COPY John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 (772) 370-9464 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 20 3185 — 3195 Nightfall Circle Permit # 1805-0365 Clarification of Roof Insulation January 14, 2019 RECEIVED MAY 2 3 2019 ST. Lucie County, Permitting 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. John M. roster - AIA a -INTEOp R . N M. A,%008.5 9 OFFICE USE ONLY: DATE FILED: • r Q -19 REVISION FEE: -1� PERMIT# 1201�-O�tO� RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING& CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 349132.5652 JAN 10 2019 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS ST. Lucie County, Permitting PROJECT INFORMATION LOCATION/SITE ADDRESS: 5�- rw\ A ?'JD = ���S-" 3 � l A to I I C IG DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ('_FCC', BUSINESS NAME: - A(l rn QUALIFIERS NAME: —yQtYi(-� (U c ADDRESS: CITY: F i /E'r 1'i' _ STATE: PHONE(DAYTIME): 71&) // OWNER/BUILDER INFORMATION: NAME: 64 ADDRESS:, CITY: IL e PHONE(DA STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ­JM0I I r ` ADDRESS CITY: ` - rC _ STATE: PHONE (DAYTIME): '7 SLCCC: 9123109 Revised 06130117 ST. LUCIE CO CERT. #c ZIP: FAX: 'L— ZIP: FAX: &M-0?171 File COPY John M. Foster - Architect Member -American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 (772) 370-9464 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 20 3185 — 3195 Nightfall Circle Permit # 1805-0365 Revision to window buck installation: Details "B" & "E", Sheet A-5. January 10, 201 G RECEIVED JAN 10 2019 Sr. Lucie County, Permitting ST. LUCIE COL' RMENVED M REVIEWED BY BATE (A - (J.% N-5 s- Eili.Dr'r.. MUST BE KEPT ON JOB WILL BE MADE. PT U4 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 revision, please contact me as listed above. Joh ter - AIA S�PTE OFR N M. .0 i; ;; Nam, OQBS1 ,• . Pile Copp OFFICE USE ONLY: DATE FILED: /" G c2`L REVISION FEE: AECBYUED AN 161019 rermr�n SI, ��E�@ �POq�Rtyent LOCATION/SITE ADDRESS: <r-,, PERMIT# (I©S''r ©"'J� RECEIPT # I ({ 7 2c�({? PLANNING & DEVELOPMENT SEP BUILDING & CODE REGULATION DIVi 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.56! (772)462.1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS:T> r In ( , CONTRACTOR INFORMATION:' STATE of FL REG./CERT. #: ( '_ hC ( :=); BUSINESS NAME: e\ (¢�,� P k4° QUALIFIERS NAME: ADDRESS: CITY: F 9 /E STATE: PHONE (DAYTIME): 77,E �Sa -1__L OWNER/BUILDER INFORMATION: NAME: CITY: W Qj I-t I rn )'1P.C[ -1 1 ST PHONE (DAYTIME: �Z'1-� i-� ?S<,4i_� ARCHITECT/ENGINEER INFORMATION: NAME: - -J (JI')i 1 ADDRESS: CITY: r�- I ✓[ PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 �i STATE: File copy l ST. LUCIE CO EERT. #: FAX: FAX: ZIP: ZIP: Ell John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 (772) 370-9464 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 20 3185 — 3195 Nightfall Circle Permit # 1805-0365 January 14, 2019 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 this structure. These products specified by current cod - rovisic cladding & have approved their use in te_.Pes6%tarm-6 to wind loads & forces M IM I®DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175=2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTi .F. OF ACCEPTANCE (NOA) www.miamidade.eov/economy Doors Ville St. Laurent, Quebec, Canada 114TIK6 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 Veloct Hurricane Zone, APPROVAL DOCUMENT: Drawing No. Awo-oi, titled "Genstorm Outswing Steel Door System - LMP', sheet 1 through 8 of 8, dated 02/05/I 1 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 CDUaty Product Control Section. MISSILE IMPACT RATINLarge 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: Gensteel Doors Inc. Genteel Doors Inc. . North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4T1K6 Comazll, Ontario, Canada K6147M4 Plattsburgh, NY I2901-1911 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. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any porti s e then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the u e in r is b and shall be available for inspection at the job site at the request of the Bui i This NOA revises NOA #15-0825.04 and consists of this page 1 and pag el' royal document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. . MIAMFD{1DE COUNTY Expiratiou Date: July 14, 2020 ' ' Approval Date: December 28, 2017 \�\1 File COP-31a Page 1 Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Evidence submitted in previous files 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 - LMr', 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 #12-022334 /#10-1203.02/#05-0127.11) 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. Canso, 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 20I-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 10/13/09 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.- MATERIAIU 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 (51 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 L Chanda, P.E. Product Control Examiner NOA No.17-0803.01 Expiration 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 # 12-0223.35, expired on 07/14/15. 2. Test proposal No. 08-1489, issued to Gensteel 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 (5 h Edition) & FBC 2017 (6th Edition) dated 05/16/17, prepared by MCY Engineerirt�mc., signed and seazea oy r ipmg w ang, r.n. G. OTHER 1. This NOA revises NOA # 15-0325.04, expiring 07114/20. 2. Test Proposal #17-0053 dated FEB 03, 2017 approved by RER. Ishaq I. Canada, P.E.- Product Control Examiner NOA No.17-0803.01 Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-2 (FRAME LMOTH) 9576"m MAK (DOOR OPENING) t4 i\ Y• •t Igo :.:.'.; f� �; ;•'•' •�• 'r _ .A a �� r'• SEEAMWOP OETARON •• ,.•• )•�•1� �,5?a} . yy 6£] •'INACINE•. WMA%._ 1T SILL CORNER4 MAIL IAL) •GI' ••ACRVE� �_II}{'1(�1'TY( ANCHORTYPE'F•OR /J.WAIxW TUBE If LD. 'Ft'MDCONL. ANCHOR LAYOUT DOUBLE DOOR TYP. ELEVATION 10RNBLAN RWLn DESIGN LOAD pOA��B RMRNWLOBEYN1E11 5.0 +65.0 PSFSF -65.0 PSF SERIES GENSTORM OPAOUEOI SVANG BTFFL DOOR RIM -THISPROOUCTRASBEEN DESIGNEDAND... DT000MPLYWITHTHE - ULTIMATE DESIGN LOAD OBTAINED FROM ASCELID,MULTPtY MOUIRWMTSOFTHE=EDMq FLONDABUILDING LODE QYI)j W0.0OIN BYO.Y, SHALLBELEBSTHAN OR EpWLtOMA1L DESIGN iR�illl'DOCUMEM. MGM VELOCITY HURRICANE ZONE MVID:I. - DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. -]%WOO CRE BY OMERS MUST SEANLHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE -DOORS APPROVED FOR INSTALLATIONS WMERE WATER INFlLTRATION RESISTANCE . I4 NOTREQUIRED.(SINGLE ROWSELFADHESNECLOSED CELL FOAM WETO -ALOAD DURATION FACTOR IN ALLOWABLESTRESS IS USED BEAPPUEDENIIREPERIMETEROFFPAME). f I FNICHOR,R -ANCHORS SHALLSEAS LISTED. SPACED AS SHOWM ON DETAILS, DOORPNIEUMIN20GAIO.M9y3LEELWN.Fy-66NSININ_ ANCHORS FMBEONEMTO BABE MAIEMALSHALL BE BEYOND WALLORESSINO Fw£T KSI MIN. ORSNGCO. 0000. FMME: MIN.1Y GA(D.OIB] STFA MIN. FTC b RSI AYH. Fw51 NSI MIN. SNOTSNgWN IN THESE DETAILS -ANCHOMNOORLOADING CONDITIONS MENOTPA0.TOFMISAPPROVAL. -DORPANELSTN P 0.Y0974B STEEL DORPNENOMIN,Fy=66R61, N5MIN.ORBEER - MATERAISINCLUDINGBUNOTUYIALSCRETHAT COME MAY QUALIFY HAVIN RIEASAVERFlGT)N OF INTO CONTACT %MHDISSIMILAR AI'EMALSSMALL EETITHE THE AVNIABUE MIN. ragSTRENGTH. REQUIREMENTS OF THE OTHEDITIONON FLORIDA SUNGMG LODE1E0171 SECTOR AS APPLICABLE bW(53MI - DOOR FRAME STAINLMEETING MINLESS N. OR DOOR FRAME MEETING MIN %• b NSI. Fw59 MI MIN O0. BETTER Fy - MMEAVARBUEMI.YIELSTRENGTH. E'A4AVERIFlCATMN OP IWOWTRULTURVSHMYGENSTEEMRO EO.NU4TSUPPDRTLOADS IMPOSED BY DOOR SYSTEMPND TPANSFERTHEMTOTXEBUILDING STPUGTURE. TNEAVMABLE MIN. YIELD StRENGTH. NOTES. EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL SU CORNERS ") MA f SINGLE DOOR TYP, ELEVATION HARDWARE CONFIGURATION OPTION 1 THRU 10 FOR ACTIVE PANEL ONLY A) YC• MAX ANELWIDTM �I nUO PE3 I �I miW �0 0' p j A1313 C93 MI OPTIONAL EMBOSSED DOOR LEAF PATTERNS: P 15 2017 Pumuc f MEYISFD YIPING WANG. PIE YfiFiT►Ev 1ST roN FLORIDA REGISTRATION 17-0i?03'01 #55983 YRNY CPE AN. 2E677 ft,bw" hM��'�toZO s �B=m o I �013 on h ® uUa N 8 � W o1O z Ln CO La E R' Y S1= O Z � a AD10-01 SHDRT 1 OF 8 6FAWIT ICNIW NL To9eAFPum AS Branm O w Al CONCRETE HEAD DETAIL A FWMIBIEmCrtIXLLY ie F1'lER e ®wy.� � a.. � wsri IN. EDGE DISTI TYPICAL THRESHOLD "1 RATFOFORWATERRESISTANCE 0 O w R HEAD DETAIL A FMDaAFW tl1Y ' -9 EN 1 Z N x 1 114" HEAD DETAIL A HEAD DETAIL A 0 w HEAD DETAIL --(A) Fa oouue000xaAr 1R W TYPICAL ANCHORS P THRESHOLD: TYPE F.1 1/4. OR 5116" DIA. ULTRACONS BY'ELCO' Fv= 155 KSI Fu- DIRECTLY INTO fd=3000 PSI MIN. CONCRETE 1-12" MIN. EMBED 2-12" MIN, EDGE DISTANCE va TYPE F.2 1/4"TAPCON BY ITW FY=90 KSI Fu=120 KSI DIRECTLY INTO fd=3000 PSI MIN. CONCRETE 1.12" MIN. EMBED m 4 2-SI4" MIN. EDGE DISTANCE ----jT'" SEE.ON SEALANT; OR SVK NG OPTIONAL THRESHOLD ALL FRAME JOINTS AND CORNERS TO BE SEALED R4TE0 FOR WATERRE515TANOE WITH SILICONE AT PERIMETER ALL SCREWS SEALED WITH GE SILICONE II ANCHOR A JAMB BOTTOM CORNER: ANCHOR CD. REMOVABLE MULLION BOTTOM: ANCHOR Q REMOVABLE MULLION T TYPE F.33/16"DIA. ULTRACONS BY'ELCO'FY=155 KSI Fu=1T7 KSI TYPE F.33/6" DIA. SLEEVE ANCHOR BY'WEJ-IT TYPE E.11/4"EMS OR#14 EMS (MIN. GRACE DIRECTLY INTO 116=3000 PSI MIN. CONCRETE DIRECTLY INTO fd-3000 PSI MIN. CONCRETE CBS) OR ST/ST 1-17 MIN. EMBED, 2-12. O.C. 1-12" MIN. EMBED, 1-W4' O.C. DIRECTLY INTO fd=30DO PSI MIN. 2-12" MIN. EDGE DISTANCE 2.112" MIN. EDGE DISTANCE CONCRETE 1-1/2"MIN. EMBED, 2 12.O.C. 2-1/2'MIN. EDGE DISTANCE NOV 15 2017 VPING WANG, PE. FLORIDA REGISTRATION PE /55985, CAN. 29677 al 5F 2 OF B DOOR JAMBIHEADERTO BE 3000 PSI GROUT CONCRETE BLOCK 1 FILLED WHEN WIRE ANCHORS ARE USED VO DUPRIN _LOCK OPTION 1 ACTIVE - URFACE- I (SEE SHEET 6) INACTIVE VERTICAL ROD 12) L 30DO PSI 1/4" MAX. f 3 V EXTERIOR 1 O SHIM SPAC 13 Q3 . GROUT FILLED 16 IVES FACE 12-14x7/8°SCREWS #6Y1'TEK SCREWS WIRE ANCHOR BOLTS @12.O.0 @6 ur O.0 (SEE ELEVATION _DOUBLE DOOR OPENING WIDTH = 96" MAX. FOR SPACING) (SEE SHEET 1) SEE SHEET 3 FOR TYPICAL ANCHOR MIN ' INACTIVE ACTIVE (SEE ELEVATION MBEDMEN 8 EMA ANCHOR LOCK OPTION FOR SPACING AT EA. ANCHOR IVES SB 453 SURFACE 1---(SEESHEETG) --� SEE SHEET !) MOUNT FLUSH BOLTS i ,. uu11 -- --- - F 1 owo 1/4'MAX. f0 3 EXTERIOR SHIM SPAC - HINGEJAMB DETAIL (� lJ MEETING STILE DETAIL L% LOCK OPTION #2 SHOWN ANCHOR TYPE F1 ?e DIA. ULTRACONS- (1-f EMBED) 2T E.D. 14x IT 18 GA STEEL VON DUPRIN MORTISE PANIC DEVISE TYPICAL ANCHORS THRU EMA (EXISTING MASONRY ANCHOR) a JAMB: 5/16'DIA. ULTRACONS BY'ELCO' F-155 KSI Fu=177 KSI TYPED. "' DIA POWER BOLT BY'POWERS' TYPEAI DIRECTLY INTO 2BYWOOD BUCK DIRECTLY INTO fG=30DO PSI CONCRETE TYPE A2 DIRECTLY INTD fC=3000 PSI CONCRETE 2-M' MIN. EMBED 1-1R" MIN. EMBED 3- MIN. EDGE DISTANCE 2-12 MIN. EDGE DISTANCE TYPE E. UlW DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRSI OR STIST WW DIA HLC SLEEVE ANCHOR BY HILTP INTO METAL STRUCTURES (STEEL OR ALUMINUM 118' MIN. THICK) TYPE 8.1 DIRECTLY INTO IC=300D PSI CONCRETE, 3' MIN. EDGE DIST. 618- MIN. EDGE DISTANCE TYPE B.2 DIRECTLY INTO fm=2(100 PSI CONCRETE BLOCK 3-1 W MIN. EDGE DIST. STEEL: Fy= 36 KSI MIN. 1AW MIN. EMBED ALUMINUM: 6063-TB MIN. L ! WITH ALUMINUM TO BE PLATED OR PAINTED) Tr DIA S OR By Y4EJ-IP TYPE CA DIRECTLY INTO fe-4W0 PSI CONCRETE, 2-WS"MIN. EMBED TYPE G. WIREANCHOR IFV=60KSI) MIN.iVLOt TYPE G2 DIRECTLY INTO fm'=2000 PSI CONCRETE BLOCK 1-114-MIN. EMBED 0.173 DIA STEEL WIRE ANCHORS EMBED INTO 3000 PSI CONCRETE BLOCK 2.3,8' MIN.. EDGE DISTANCE (HEADERIJAMS TO BE GROUTED WITH 3WD PSI CONCRETE) OPTIONAL BOTTOM CORNER ANCHOR DETAIL /RODUCTYEY® r..0ybs+kh IAl'nwik A�hKSN. I7� 0�p3 O) D.�hVW I1Me� k - tea/ rroa.el "22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE Nov..I's 2017LE3 w i� CI " 11PWG. WANC:'P.C:. • ELpR1DA-REGfsTRA1wN PE #55983 wt< w-mni yu CAN. ZH5 ow.x - �wrvcm ADIO—OS couNro (2) #12 SMS t' x 2,r SLEEVE ANC EM13EDED 1-} INTO CONCRETE HC822 MULLION REMOVABLE MULLION W/REINFORCEMENT SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) R Ky ZC U¢ 1/4' MAX. SHIM SPA( SEE SHEET FOR o TYPICAL ANCHOR p (SEE ELEVATION FOR SPACING N 3' SEE SHEET EA.ANCHOR ORN FB458 FLU% NACTIVE _ LOCK OPTION (SEE SHEET 6) .ACTIVE 4 MEETING STILE DETAIL (F� 1 LOCKOPTION#4 SHOWN SEE SHEET 3 FOR w (2) IVES SS 453 SURFACE MOUNT LOCKOPTION ACTIVE TYPICAL ANCHOR j FLUSH BOLT (TOP r(SEE SHEET 6) INACTIVE (SEE ELEVATION & BOTT.) FOR SPACING E SEE SHEET 1)__....__.._y�� MEETING STILE DETAIL / ^, LOCK OPTION #3. #9 OR#16 SHOWN LOCK OPTION 14x24" (SEE SHEET 6) FULL LENGTH ACTIVE--------�� STEELBARA46 INACTIVE 7 ti —J 0 3 HIM SPACE EXTERIOR HINGE JAMB DETAIL 8 EMA ANCHOR AT EA ANCHOR 1/4" SHIM HINGE JAMB DETAIL@ "22 PEMKO 375 ASTRAGALWI SPONGE NEOPRENE EXTERIOR m u 0 0 5 2017 w DA'REGIS'IRATION I—r� �"AD10-01 . r..:._.- 3MU 4 OF 0 - OB EMAANCHOR B 8 EMA ANCHOR AT EAANCHOR SEE SHEET FOR LOCK OPTION SEE SHEET3FOR AT EA. ANCHOR SEESHEET6 TYPICAL ANCHOR y "VON DUPRIN" 9875 PANIC DEVICE ) ACTIVE TYPICAL ANCHOR (SEE ELEVATION �0 p ' INACTIVE I SURFACE C (SEE ELEVATION — (SEE FOR SPACING 00; i I, -' CVR�jI i VERTICALRO///666jjj FOR SPACING) \ SEE SHEET I) ?�__ ��^��-'",4 ._.. .�..._. .( /_ 112. E BEDME 1 i I li� i S ��--I 1 i i kJAMBDETAIL �wG r )� ! j i IOP_ SHIM SPACE ©. 13 L"! EXTERIOR 11 4"MAX.0_._IM SPACE UNHINGE JAMB r MEETING STILE DETAIL / ^ ` STRC m 7. I DETAIL �/ LOCKOPTION#6SHO-L LJ E (7Z s _ SEE SHEETS FOR ®EMAANCHOR $ �EMA.ANCHR TYPICAL ANCHOR ATEA.ANCHOR W i F•t SEE SHEETS FOR / AT EA. ANCHOR W fn TYPICAL ANCHOR r'VON DUPRIN" 9875 PANIC DEVICE (SEE ELEVATION IN. 2 u (SEE ELEVATION MBEDMEN. SURFACE LOCK OPTION IVES SS 453 SURFACE! FOR SPACING) MSEDMENT Gi g e FOR SPACING j VERTICAL ROD (SEESHEET6) MOUNT FLUSH BOLT i I Wy e� SEE SHEET I) U� m� INACTIVE ttt'''%���, II ( ACTIVE v 0 mom ( 1 i�m2m (W'1 ZOZ''' '� 1 1 j; I F I I IP S 1 1 ZUz tm9 z m UmU.'' i 1 i I f 9 I. j ,I, O.-0 m E:m O NNS !4"MAX. I' 3 4 4 14 15 1W MAX. on SHIM SPACE4- 3 EXTERIOR SHIM SPACE HINGE JAMB �+ MEETING STILE DETAIL D STRIKE JAMB DETAIL C G Q m P>a DETAIL li LOCK OPTION # 7 SHOWM L m Q u 8 EMA ANCHOR SEE SHEET 3 FOR ©EMA ANCHOR AT EA. ANCHOR - TYPICAL ANCHOR ATEA.ANCHOR O M 04 SEE SHEET 3 FOR z NON DUPRIN" 9875 PANIC DEVICE LOCK OPTION (SEE ELEVATION fVPIFO=SPACAL ANCHOR IN, INACTIVE, -(SEE SHEETS ACTIVE w ° (SEE ELEVATION EDMEN CVR I I II CVR _FOR MBEDME 1 y -9? B FOR SPACING 1 I O L SEE SHEET I) _ (�I T ! in '^ 1- w FF 1 N trl W �.' � I � I I III � HZ,Z N w cmi�o t) 1 0 a i] "�. ;- 1 c�i�� w rc19 .. o .0Oo i: t i i; 3 ii _ al umc0i w h w umu : - 1!4" MAX. I o - Q EXTERIOR SHIM SPA 2 w SHIM SPACE u�urc �n..e /1 D �. �i I,._'� - MEETING STILE DETAIL STRI LOCK OPTION # 8 SHOWN " 22 PEMKO 376 ASTRAGAL Wl SPONGE NEOPRENE P[ a�ssas ckN.+PaSY-J �7. ADl�9HEGT 6 OP B OPTION 1 ACTIVE LEAF: VON WPRIN 962TEO SURFACE VERTICAL ROD W11H 022E STRIKE USING SIX09Y25mm (T) MACHINE SCREWS AND TWO B14a5mm 09 MACHINE SCREWS SEALED WITH GE SILICONE IT TVES'SO453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO BE FASTENED WTI (2)10 x 1-M-TEKS SCREW (2)14x1 1-lle MS INACTIVE LEAF: VON DUPRIN 982MO SURFACE VERTICAL ROD W ll929 STRIKE USING SIX 09RSmm(1T MACHINE SCREWS AND TWO 014i mm (I-) MACHINE SCREWS SEALED VAT! 'GE SILICONE jr 9 S-SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WMI (4)12 x 1-1/4- FH MS PEMKO 0375OR OVERLAPPING ASTRAGAL OPTION 2 ACTIVE LEAF: O oVP W'98TSBOOT EXITWITH (2)042X3R'FH MS n7z LOCATE039-0IC FROM Otd BOTTOM INACTIVE LEAF: 'IVES' SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WITH (4)12 x 1-1f4' FH MS PEMKO=75CR OVERLAPPING ASTRAGAL OPTION 3 ACTIVE LEAP. 'SARGENP 82M SURFACE MOUNT MORTISE LOCK WITH HANDLE WTII SURFACEMOUNTMETALUC DEAOBOLT. LOCATED 3r FROM BOTTOM WITH (2) &32 x�FH MS INACTIVE LEAF: W14' LONG 18 GA STRIKE SOXTO BE FASTENED BY (2)012-24 SCREWS NEV SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT AT TOP AND BOTTOM. WITH (4) IM-N X14W FH MS LOCKOPTIONS CAN APPLY TO SINGLE DOORS ORS ACTIVE PANEL OPTION 5 ACTIVE LEAF PRECISION' HC2LID MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLTAT TOP AND BOTTOM. WITH (4)10 x 1-1M" FH SMS INACTIVE LEAF: "PRECISION' HC2800 CONCEALEDVERTICAL ROD. SURFACE MOUNT`FWO POINT LOCKSYSTEM WATH'PRECISION' PANIC DEVICELOCATED4 FROM BOTTOMWITH(4) 10,C4 x1410 OHMS OPTION 6 ACTIVE LEAF: 'PRECISION HC2800 CONCEALED VERTI(MLROD. SURFACE MOUNTTWO POINT LOCKSYSTEM IMTH'PRECISIOW PANIC [ ' DEVICE WTDI (4)10-24 x 1-Ile. LOCATED 3&IW FROM BOTTOM INACTIVE LEAF: PRECISION' HU200 SURFACEVERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WTH'PRECISIOM PAMC DEVICE WITH (4)10 x 1-1/4.OH M5. LOCATED 3¢l2 FROM BOTTOM (2)SURFACE MOUNT METALLIC STRIKE PLATEAT HEAOTO BE FASTENED WIIH M 1/4-20 FH MS OPTION 7 ACTIVE LEAF: 'PRECMOW HC2200 SURFACEVERTCALROD. LH (4) %24 x 1-lW OH MS. LOCATED 3&1 FROM BOTTOM INACTIVE LEAF: T/ES SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO BE FASTENED WITH (4112 x 1-114" FH MS OPTION 8 ACTIVE LEAF: NON DUPRIW 8847 CONCEALED VERTICAL ROD WITH PANIC DEVICE WITH (2)&32x3f5' FH MS. LOCATED 34 4' FROM BOTTOM SURFACE MOUNTMETALLIC STRIKE PLATEAT FRAME HEAD INACTIVE LEAF: TO BE FASTENED WITH D) #10 X I-1M' FH SMS PRECI90M HC2800 CONCEALED VERTICAL ROD. SURFACE DEVICEMOUNTIT POINTLOCK141 .LO AI'ED3WITH RECISIOM PANIC BOTTOM WITH p)10.24 x btM'. LOCATED 39-1? FROM BOTTOM OPTION 4 RIM FXTWTH MULLION) ACTIVE LEAF: PRECISION- HC2ID0 RIM EXIT PANIC MECHANISM. SURFACE MOUNT LOCATED 414W FROM BOTTOM WITH BY (4)10-20 x 1-1/4-OHMS MUWON INACTIVE LEAF 'PRECI%OW HC2100 MM EATPANIC DEVICE SURFACE MOUNTLOCATE0414f4'FROMBOTTOMWTIHW(4)114 Ox V FH MS REINFORCED MULLION- HCB22 PRECISION HARDWARE REMOVABLE WWII (4)t 20x j MSOR014xl'SMSATTOP.kx2-'SLEEVEANCHOR EMBEDDED14-INTOCONCRETEATBOI70M. OPTION 9 ACTIVE LEAF: 'DORMA' CLT00 SURFACE MOUNT METALLIC HANDLE AT 3912'MOM BOTTOM WITH (2)IM-n X MB' PH MSAND(2) N X3B FH MULTITHREAD SCREW, 90RMAW OB660 SURFACE NIOUNTMETALLX: DEAD BOLTAT45 In' MOM BOTTOMVATH R)1/4.4(3 X 151W FH MS (2)01&32 X 2 WV PH MS AND (2M X 3f8' FH MULTITHREAD SCREW. INACTIVE LEAF: ONE FLUSH MOUNTMETALLIC BTRIKE PLATEAT39 In' FROM BOTTOM W (2)010XI'FHSMSANDONE RUSH MOUNTMETALLIC STRIKE PLATE AT 45 12' FROM BOTTOM W (2)A8 X W FH MULTI THREAD SCREW. 'WES' SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLTTO BE FASTENEDW ITH (4)12 x 1-I/T FIi MS DOOR EDGE CON5TRUCrION DOUBLE DOOR QED AT 91' MAX. FROM TOP OF DOOR TO Nif1 'ER U N E OF IST. HINGE AND TO BE SPACED O n1= NOT TO EXCEED 37-15116" FROM CL TO CL OF Z f 8:6 E. TO BE FASTENED BY 012-24 x}" FLATHEAD /7 2 SINGLE DOOR W o y Z0 i ; HINGES: STEELMORTISEHINGES 4PER LEAF. LOCATED AT 11-3/4' MAX FROM TOP OF DOOR TO CENTER LINE OF IST. HINGE AND TO BE SPACED IB05 OUT NOT TO EXCEED 25-5/18' MAX. FROM CL TO CL ]] UO OF HINGE.TO BEFASTENED BY012-24 xj2' H� FLATHEAD MACHINE SCREWS. f a mS OPTION W ACTIVE LEAF: 'DORMA' CL700 SURFACE MOUNT METALLIC HANOLEAT 39 IM' FROM BOTTOM WITH (2) M8 X YB' PH MSANO(2) 08 X 3B' FH MULTITHREADSCREW. DORMX DB660 SURFACE MOUNT METALLIC DEAD 8OLTAT46 ffi' FROM BOTTOM WTDI (2)11P-20 X 1 VW FH MS (2) 0ID42 X 2 W PH MS AND (2)"X W FH MULTI THREAD SCREW. INACTIVE LEAF: 'NES'FB458 FLUSH MOUNT METALLIC RUSH SOLTSAT I2' AND 71' FROM BOTTOM W/ (4) 08 X 3R' FH MULTI THREAD SCREW. ONE FLUSH MOUNT META W C MIKE PLATE AT 3912' FROM SOTTOM W (E) 01D X 1' FH SMSAND ONE RUSH MOUNT METALLIC STRIKE PLATE AT 4512' FROM BOTTOM W DIN XWe FH MULTI THREAD SCREW. PWDUCr¢EVISBD 4.1r.PIT1n.Inikrau. Eyl�li�lix0`D`•tr��,,�� ������,�,,�., NOVI5.2Dt7 YIP,MO WAND. P,.D. FLOMDA REGI51R4TION ' PE )559B3 C.AM;28677 ,k 1- ADIO-01 SHEFT 0 OF 0 C DST BOX ` 1 B GA DOOR FRAME JAMB AND HEAD 9 3'/a O 'C ^ 1 iP 111 x\ — 4 THRESHOLD Y 3% S 15/e ` w THRESHOLD 19 B^ 3% 1% l OPTIONAL THRESHOLD 0.123- .3iCx1'SLOT TIW WpIHEPONO! FowmCEMEYTFOR NESMS]SLWACE MINT v 10 GA HINGE REINFORCEMENT SURFACE BOLT STRIKE (OPTION A) M1 AYGIWP �. EMAeSTEEL ANCHOR Fr W KSI x,s,wO, cFv I tOWSURFACE I xt4-I 0/. SOLTMORRSE STWm 3FauF + I P9IFURC&1ElIT - T HOLEM TAPPF➢FOa MUSDR 'J PARTW OLISSOL.100011800) CLOSER BOX REINFORCEMENT a FASO" MASONRY WIRE ANCHOR F8'BOkY 1 'I.. saaGCRTSESTW@ SURFACE BOLT STRIKE (OPTION B) HOLES ORRLES MD TA^PEO FIXi /ILtI SCRE'M ' EIY3. SLAEW3 B•• FF11Po STRIKE DUST BOX ASA STRIKE BOX REINFORCEMENT tia ,4 10 M.EDGE" IISE ^ �� LOCK PF]NFORCEY S �� N m D AVOTAFPEO i0a IIdx3 vAnrxo. OaId0O0OV 112 oRnmY oa1Td rl¢aLecaEw PRECISION STEEL MORTISE BOX FSI=0eG" REINFORCEMENT FRAME REINFORCEMENT 4 12" 16 11 0 0 p p �T. Nyi BINNMS Ia PEP 1EF1 FNdO 'THICK STEEL HINGE FLOOR ANCHOR SURFACE BOLT STRIKE MORTISE LOCK EDGE ® MULLION REINFORCEMENT REINFORCEMENT 1 12 GA. REINFORCEMENT PLATE X ( *l VINYL CAP rPING WOO.. P FLOR'IOARREGIISTRP cwM U zi W. WZ z$ 00 wN u° f YI L O a is ADlO—Ol SHM 7 OF 8 BILL OF MATERIALS to ITEM PART No. MATERIAL QTY. DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS o�� c m < m o� 6$ m 'm U ?N A4: O m =E ry am ° N [ Y ^N E i= Il1eo Coo N Ua y 00 rn AOlbfOfl GU55Ei9 Q' T N 8 Z o = SIbfBFORNfEGw1Fn •�vrF 0 3 - /.990NNM95 �'Wi�AW OeibYa W W EN t'TI#lnf�O.x17d2o EO J.1 �N N /sOrd, ' F.EFACF/IBIN CCry NO YKHDm y N 1 Q j GXWtN 6Y00M /n K i 1 O o� N 4 SS 5 ROflIOA'REOBIWTIQN PE e5598J In TBB9 CAN.�YBBi7 ' �. l IIYFX W PdID.T �Y-0� CORNER FRAME CONSTRUCTION IANMI RIDE COOi/ /�, J• wrsan AD10-01 BHEET B OP B 1 - STEEL OR ST/ST AS REOD. FRAME HEAD/JAMB (S-j ' x 2') IB GA. (0.04HMIN.) Fu= 4HKS1 MIN. 2 PHK205I ALUM. 1 THRESHOLD PEMKO WITH VINYL INSERT 3 STEEL DR ST/ST AS REOD. DOOR PANEL 20 GA. (0.036MIN) Fu= 55 KSI MIN. 4 DRI010 STEEL AS REOD. MORTISE BOX REINFORCEMENT GENSTEEL 5 P 387 - AS REOD. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKD 6 - STEEL AS REOD. 2- ' x 4' 12 GA. STEEL REINFORCEMENT GENSTEEL REMOVABLE PRECISION HARDWARE B FA3030 STEEL AS REOD. EMR ANCHOR GENSTEEL 9 'SB453 AS REOD. SURFACE BOLT 1VES SB453 10 FR1200 STEEL AS REOD. 1-f�' x 12' Ifi GA. FRAME REINFORCEMENT GENSTEEL Il FA1040 STEEL 2 FLOOR ANCHOR 18 GA. (1-�' x 1-}• x 4-j' LG) GENSTEEL 12 HR2000 STEEL 4 PER LEAF HINGE DUSTHO% GENSTEEL 13 HR1030 STEEL (10 GA.) 4 PER LEAF HINGE REINFORCEMENT NEEDED TO FRAME OR DOOR GENSTEEL 14 DR1700 STEEL AS RED]). MORTISE LOCK EDGE REINFORCEMENT WELDED GENSTEEL 15 FR1100 STEEL AS REOD. ASA STRIKE BOX REINFORCEMENT GENSTEEL 7j 16 179-454 STEEL 4 PER LEAF ➢OREX, HAGER #179-454-I5 HINGE STANLEY 17 FA3030 STEEL AS REOD. MASONRY WIRE ANCHOR 0.173 DIA. F =60 ksl 10 STEEL AS REOD, 20GA, DUS7BOX GENSTEEL Zu 19 PMK2005AT ALUM. 1 THRESHOLD OPTION PEMKO 0 20 2100 ALUM. 1 PER LEAF DOOR SWEEP UNIOUE W 21 AS1080 STEEL 1 IOGA. 2' FLAT ASTRAGAL W/ #12-14 x 7/8' SCREWS a 12' D.C. GENSTEEL 22 375CR ALUM, 1 ASTRAGAL WITH SPONGE NEOPRENE V/ #6 xl' TEK SCREWS @ 6' O.L. PEMKO 375CR 23 PMK177A ALUM. 1 THRESHOLD PEMKO 24 VINYL. 1 VINYL CAP m9 25 FRIIOOM STEEL AS RE00. STRIKE DUST BOX GENSTEEL 26 ➢R1700M STEEL AS REDO. SURFACE BOLT STRIKE REINFORCEMENT GENSTEEL 27 DC1000 6 OR1000 STEEL AS RE00. CLOSER BOX REINFORCEMENT GENSTEEL 28 CH3601 S7EEL 2 DOOR ENO CHANNEL GENSTEEL 29 STEEL AS RE00. 2' x 4 I/2' 10 GA. REINFORCEMENT GENSTEEL 30 - STEEL AS RE00. 2' x 6 3/4. 30 GA. REINFORCEMENT GENSTEEL 31 HONEYCOMB AS RE00, INSIDE OF DOOR PANEL GENSTEEL OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT# ��t-1CJ3�, RECEIPT# 1%41 13�' PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIV � RFcE1vF0 2300 VIRGINIA AVENUE JAN FORT PIERCE, FL 3402 56 Pet 1 � 201� (772) 462.1553 BeIE# APPLICATION FOR BUILDING PERM[ 12E nir t r t 1 „ PROJECT INFORMATION LOCATION/SITE p 1 `�: ADDRESS: c �, Q� LG I ci SO% :nQ A DETAILED DEESSCRIPTIION. OF PROJECT REVISIONS: k0 \VS�M WIC1�W ��I2Nr$ rIS�O�� CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: (' t7(' 0 J, BUSINESS NAME: 7CI f� lti1a.P.1S° QUALIFIERS NAME: Yc i y 7 '< (xj t ADDRESS:%DLL 5 �✓17i/r_i CITY: F-1- j /E r STATE: PHONE (DAYTIME): `77,) -C,-<�GX - I / OWNER/BUILDER INFORMATION: NAME: h ST. LUCIE.CO CERT_#: IOC: CITY: eSq Pakn t _j -G STATE: !✓L- PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: CITY: rl-. STATE: SLCCC: 9123109 Revised 06130117 ZIP: ZIP: VA, File Copy John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 (772) 370-9464 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 20 3185 — 3195 Nightfall Circle Permit # 1805-0365 Revision to Product Approval Affidavit - Windows January 14, 2019 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 this revision, please contact me as listed above. S'PN N1 FFC�'Q� John M osPP - AID, o 7 \ m• nn__ f]045- ST. LL`CIE CO4*B'LILDP;G ayi�ii:.ION REVIE117ED FOR C \i 5 LiCE REVIENED Y L DATE PLANS Ar RNUT T ST B KEYT ON JOB W1IN PAiSP CTIONIVILLBE.1tADE. Florida Building Code Online 10/31118, 4:02 AM �a., i'.lcabA CEPAArvC'ff '' easiness & Professional Rogutatidh: _ _`" " u EItIJx, , �'•: `° ':. ShF.IY,�ma A\1¢. 09Pa nJdE {a:N:'GOr:E e1�7•'J•-.15 ,� q.:s•r'19;9(l � r Product Approval USER: Public User G1� v°ar.urA+ Q[0dwR Aen,nVal Meml > Preeud or Aooilrallon Seardh > ApPlIntion UAs APPIlcou6n Oetall • fir` - FL #e FL17355-R3 Application Type _ Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer om Window{ systems in Address/Phone/Email -1900 SW 44th Avenue - Ocala, FL 34474 (352) 368=6922 Ext 291 jlathrop@cws:cc Authorized Signature Kevin Pine. kpine@cws.cc Technical Representative Erin Koss Address/Phone/Email 190Q SW 44th Ave: Ocala, FL 34474- (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368,-6922 Ezt:291 jlathrop@cws.cc Category Windows Subcategory orizoptal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By StevenM. Urich, PE C! Validation Checklist- Hardcopy Received Referenced Standard and Year (of Standard) ..,• tyEquivalence of Product Standards Certified By t. r. AAmA/wo T b :I 4 : Z 6' dl qq 4 Y� y y v . li � � ' .� � r = jf�� n '1 t1 �L k Page 1 of 3 1 I Florida Building Code Online '10131/18, 4:02 AM ZI affirm that-.there,are,no changes In the new, Florida Building Code which affect my product(s), and my products) are in compliance. with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity t>es ()No GIN/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 09/1S/2017 FL # Model, Number or Name. Description 17355.1 HS-620 Vinyl Horizontal Slider XO HS-620;Vinyl.Horizontai Slider, XO,-Non-impact, limits of Use - CerbHwtion . enty"Certifiwte Approved for use in. HVHZ:: No , FL17355 R3 C CAC GAR 139-1315:odf Approved for use: outside HVHZ: Yes FL17355 R3 G CAC � 138 1316,odf Impact Resistant: No fL17355 R3 -C CAC CAR 138-1334.odf Design Pressure: N/A Quality Assurance Contact Expiratlon Date Other, Max. sizes, 74" x 63" and 74" x 72". See Installation Wj16/,2018 details for DPs. Glass complies with.. ASTM E1300-04. Installation Instructions R3 11 C S-1031A (HS-620, XO).odf EL17--355 Verified By:. Lucas A. Turner:P.E-58201 Created. by Independent Third Party:'Yes Evaluation. Reports EL47355 R3 AEEvalReo CWS-1031A (HS�620. XO).odf Created, by Independent Third Party: Y,es 17355.2 HS-620 Vinyl HorizontalSlider XOX HS-620 Vinyl Horizontal;Slideq XOX,. Non -impact. Limits of Use Certification, Agency Certificate Approved for use in HVHZ: No FL17355 R3 ['-CAG GAR.138-1341 odf; Approved for use outside HVHZ: Yes FL17355. 1335 CAC_CAR 138-1342.odf Impact Resistant: No p I ... Qualfty Assuraneo.Contract Exptration;Date Design Pressure; N/A 03/30/2019 Other: Max. size. 111" x 63". XOX 1/3-1/3-1/3 and 1/4-1/2- Installation Instructions 1/4. See installation details for DPs. Glass complies with ASTM 620'. k_o#)_. gdj; i FL17355 Al 11`CWS 1067dHSMot E130,0-04, Verified By; Lucas A T,umer PE-_ otr iI Created, ¢y independent Third Party: Yes' I Evaluatton Reports FL17355 k3� AE. EvalReo &S-1067f HS-620, XQX? odf Created by Indepe0dentThird; Party: Yes' 17355:3 HS-620 Vinyl Horizontal'Slider XX HS-620 Vinyl. Horizontal Slider„XX, Nottritnpact, Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17355- R3 C CAC CAR 138 1328.odf i Approved for use outside HVHZ: Yes FL17355 R3 CAC CAR .138-1329� odf Impact Resistant: No FL17355 [U C CAC C_AR. 138-1372,odf Design Pressure: N/A FL17355, R3 C S"9C CAR i38-Y333bd Other: Max. sizes: 7.4" x 63" and 74" x 72". See Installation quality Assurance Confraclt Expiration Date: detail for CPS. Glasscomplies to ASTM E1300-04. 12/10/2018'. Installation Instructions R3 II CWS-1059.1HS-620. XXI.bdf' PL17355 Verified By5 Lucas A.: Turner PE-58201 Created by IndependentThird' Party: Yes: Evaluation Reports FL17355 R3 ( E Evalffeo CWS-10591H5-6267 XX).odf Created by Independent Third Party,.. Yes https://floridabuilding.org/prlpr app dti.a.spx?pamm=wG£VXQwtDgsRyNwINWDrY%2btGxSTDFNwhGl KdUdLP14K6HgrX911%2bbg-A3d%3d Page 2 of 3 HORIZONTAL SLIDER- NON -IMPACT 761 T4- I-- 39' I 7+W%. SASH WI I CLASS DL( 1/4' ANGE IGHT 72, MAX UNIT HEIGHT' 427V X MAX SASH, HEIGHT 641f1fi' GLASS DLo � TABLE OFCONTWS .GENERAL NOTES B ELEVATIONS_.i DP CHARTS& GLAZING DETAIL...-2'. SECTKNJ:VIEWS._ _..... EXtRUS10NS ANCHOR SCHEDULE &'NOTES .....5 INSTALLATION RETAIL.--. ..... ..p _6 LW HE w il 36. MAXSADH WID-T-H-y I=— 32 IfIFA. CLASS D I DLO V4 -- ANOE IGNT MAX g NEI H x' a 5:i „IS MAX. 1 HASH HEIGHT GLASS 0 Dl0' 2` � C I _ ` C A GENERAL NOTES: 1. THE PRODUCTSHOWN HEREIN IS DESIGNEDAND MANUFACTURED TO COMPLYW m i THE FLORWAABUILDWG CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: {SEE SHEET2I 3. CONFIGURATIONS:'OX' OR-XO(, 4. DESIGN PRESSURE RATING ISEE SHEET 21: -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E130004. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE. AND GLASS TABLES ASTM E-1300-0 . 5..ANCHORAGE, THE33 U3%STRESS INCREASE HAS NOT BEEN USED B. SERIES! MODEL DESIGNATION HS-M. 9. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X. OPERABLE SASH. O. FU¢D SASH 10. SECTION CALLOUTSAPPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION i�r:r5WP3'a+awy+�-.:+:e'sa*w.:veaa _ 11. EXTERNAL WEEP SLOT-Vl6' X 2-MB•tOCATED 4-ifY FROM., BOTH ENDS .`....siamasW.aTYdeB 0 MAX: UNIT: 2011 MTG. RAIL DESIGN PRESSURE RATING _ .. . IMPACTRATING: 74" X SW NO SEE COMPARATIVE ANALYSIS CHARTS, SHEET 2 NONE Lucas A. Tumor 2015-04.27 21:03-04:o0 620 PVC NOW. SLIDER NOWIMPACT k LUCM A 7U."NER, F' _ FL PE # Snot1239MARA AVE, NORTH FORT, FL 342U PK04"W!674 EMK 09/23114 CW&1031 y A 1:25 1 1 unit EQUAL SPLIT'OX' or "XO- WITH Unit Height - S9112 1 63 718' OVERALL VW ANNEALED WIV AIRSPACE 7B- OVERALL Ilw TEMPERED 91IV AIRSPACE 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW,CWS.CC 620'PVC Ire' ANNEALED 1tr ID PERED HORIZ. SUDER SIKAFLEX5520R SIK4FLEX552OR X PURFECT'GLAZE-M NON=IMPACT PURFECTGIAZEW W GLASS BITE SITE St Fes-_ FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT'OX" u'XO' WITH GLASS TTPES A, K C. OR D Unit Heipht - 35112 39 U2 4312- 471/2- 51 V2 55112 591/2 63 +SO -75 +50 45 +50 -75 '+50 -75. .:+50 -75- +50/-75 450-75 +50%-70.6 +50/-75 - +50/-75 - +50 .]5 +W/-75 +6D/-75 +50/-75 +50/-70.1 +50/-65:4 +50 -75 +50 -75 .+50 -75 -+50/-75 +50(-75 +50/-7L5 +50/-65:5+SO +50/-75 +50/-75 +'A/-75 450/-75. • +50/-74.5 +50/-67.5 +50/-61.7 +501-57.4 +507-75 450 -55 +50/-75 450 -75. +50/-71 +50/'-64.1 +50 -58.5 +50/--54.4 150 -69.6 +50 -69.6 450.69.6 +50/-69.6 +50.-68 +5D/-6L3 +50 -55.8 - +50 -5L8-- GLASS TYPEA GLASS TYPE 150 -6L1 �/'-6L1 -+Sp e61.1 +50 -6L3 '+50 -61.1: " +50 -58.9 +50/-535 a49.5{-49S � - 60/44.1 +50 -S&I - +50 -%1- +SO/-54.1: +50/-XS .+50/-S4:1 +50 -515 +47.61.47.6 . 482(-4&2 +4&2/-4&2 +4&2 -0&2 +48.21.482 +4&2/-48.2-+4&2/-49.2 +48.2/-4&2 +459/-458 7181 OVERALL 718' OVERALL 0.5:1 -45.1 +45 -45. ids : 45 +45 +45l-05 +45 -45 +4S -45 +4545 -1116' ANNEALED - -------0�t6° TEMPERED ' 7/16'AIRSPACE _71117 AIRSPACE ,\A�01411REstWff OXEWINbOWWnM2011 UMPALR�F,DMMPF644UFWMIR.6X1ALS"'O,X' w'X10"WRH GASSTYPESCORD 91fi ANNEALED 3116-TEMPERED ^•••••I ) ... �d`',p�vOEk9�1 UnI11141pM SIIOPLCT GLAIR PURREX,5520R .. PURFECT CdAZE "H° PURFECTGLAZE'H' =�7 'No 58201 35112 39W - 43112 471)2 51]/2 ' 551/25912 b3112 07112- 72 50' -75 +5005 +50-75 450 -75 +50/-75 +50 75 +50/-75 +50145 '450/-75 +50/:75 "'9t SO/-75' +SO/-75 -a50/45 +Sp 75 +511/45�-+50/-75 +50 -74.4 S(r GLASS&TE S(w GLASS SITE'. 49O1. STATE OR 50 -75 +50/.-75 4SO -75 :+50'/-75-'.+50 �75 +50=75" '+5p/-75'�+50l-75 +50-749 +%I/•69.3k[OR10 5O 50/-75�-+50/:75 <a-75- +SO -75 +5p :%, 450 •75 45D/-755 +501.75 +50/-70.4 +50 -650 50/-75 +50 -75 4501=75 450/-75 45D/-75 450' -75 +50 . •75. +50/-7L9' +SO/-66.5 +501-6L4 _y/fpfRjmY.r\�i 50 -75 +SO -75 -+50 -75 +SO -75 +50 -7S +SO -75 +50 -74.6 +SO -'68.4 +50/-63.2 4501.592 X O -=679 .450 -67.9 +50/-6i.9 +50 +67.9 +SD -67.9 +30/+67.9 45D -67.9 +50 -65.5. +50 -60.4 +50/-545' 42/P1015 0 160.1. 450/-6%1 +50 -601 +50 .60.1 +50 -50.1 +50' -F0.1 +50 -60.1 450 -6G1 +50 -57.9 +50 -53.2 - 0 --53.6 '+50 416'...+5D :53I6 +50' .-53.6 :+50/-516 45D -53.6 +50 -516. +50 '-55.5 +50/-SK5 +50/•SL2 LUCASA. TURNEF 0 -501 +50 -50 I 450t 50 +50 '50 +50 :50 +50 -50 +50 .-5D. +50/-50 +SO -50 +50/'-60 FLPE'#S82D1 I239 JABARA AI •� :GLASS TYPEO GLASS TYPED NORTHPit 1480«6' NOTE; IFSRE)PITIENDED IS NOT SHOWN, USE NEXT LARGER SIZE, EMK CWS-1031 T:1 INTERIOR _ Wf_ NDOYV SYSifMS I��J 1900 SW 44TTH AYE 1 1 11 3 2 1 a 11 9 OCALA. FLORIDA34474 WWW.CWS.CC 620 PVC HORIZ SLIDER NON -IMPACT ii 1 N 6 � 1jj , G Y W L o a O 9 19 1 5 9 6,1 §SOW¢ a 4 SECTION VIEW B-B n iR W a ' INTERIOR S pry S�rG. y� - �90 B7A7E' of p��ti, a .....� -- SECTION VIEW D-D REINFORCEMENT(2011) RE WIRED LUCAS A. TURNER, .I P,;-MTG:RAIL ON UNIT HEIGHTS ABOVE BY 39JASARA-AV NORTH PORT, FL34286 PFi;84j-iS74' ' SEMIDN V1EWS ;. SECTION VIEW:A•A _. EIvIIC _ 06/23114 'BECbONVIEINCGC .. ALTERNATE FIN FRAME CWS11731 A ITEMS NOT SHOWN FOR CLARITY: j SHE ET - ae,7a,12.rs1s;a z1 12, 30F6 4 PVC MAIN FRAME - H-6127 Ire."I rff—� 4 5 PVCTOPj8TM RAIL - H4140 CORNER CONSTRUCTION '' `CORNER WELD ALLSOES 1.8 vie. 1 [Sir; Lci 3 PVC INTERLOCK RAIL- H-6135 PVC, DRAW RAIL - 0139 ALUM INTERLOCK- S-2029. PVC GLAZING DEAD - S-6141 ALUM REI NF. - S-2q43: ALUM REINF. -S-2044 ALUM RE INK - S-205 ALUM ReINF. -S-2004 'ALUMFOLUERTRACK-4-2a3o ALUM ElXr. REINF. . S-291A PVC COVER - P-540D INOTE;ALLEXTRUSIONS ARE ALUMINUMjIM-T8-OMLM - OTHERWISE NOTED 34474 620 PVC HORIZ. SLIER NON -IMPACT EUK 1 09123114 MQS: mv., cws-1031 I A 42 P Huh FORUM F%W'x W MAX ANCHOR LAYOUT - {FLANGE{ NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATJOU-SILL ANCHOR SPACING 2, SHIMAS RE(AAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM S99 CONSTRUCTED OF HIGH DEN S,ITY PLASTIC OR BETTER -WOOD SHIMS ARE N NOTE Tffi��a RAIL GREklliRTRqN 1[16* IS PRESENT. LOADBEARING SHIMS SHALL BE 620 PVC HORIZ:SLIDER NON -IMPACT 'No 58201 6T6TE,PFr 3. ANC TYPE SPACING AND EMBEDMENT SRALLAStMV15]PECIFIED IN THESE DItAVWGSjEE TABLE:/ -,SHEETS fjOR A PRENT 4. ALL INSTALLATION ANCHORS MUST B•LUCASXTURNER S E MADEOF OR PR0TECTEDW"'l�pdqRqSK)A RESISTANT TING. DISSIMILAR METALS OR "TERIALSIN CONTACT WITH PRESSURE TREATEDWOOD MUST T MATERIAL OR COA FL? 46MI BEP89TECTEbTO:F,FIEVF.NT'RFACRON. t239 JA8ARAAVE S. INSTALLATION ANCHORS SHALL BEAN;ACCORDANCE WITH REITS -HS TV VJM NOBWPORT, FL 3C . CE ANCHOR MANUPACTU INUALLATIONiNSTFIUCT[Ch4S,ANI)ANOHOBSSHAL.LNOrBEUShl�KS�IOSTRATfSWfl�HSTnENV LFS,5T" ET W,04,14804574 SPECIFIED IN TABLE LSHEET B. N ScrompriNt— G. ANCHOR EMBEDMENT TO SUBSTRATE SHALLBE BEY04D WALL DRESSING�OF'l STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENTgHALJL BE BEYONOWODD. BUCKS, ir Cisp, INTOSUBSTRATE - IX SLICKS ARE �Hfo - OPTIONALRSCHEDULE 7:A:MINLMUMCEtitEtFT"ENTERSOAclNOSj4AUj6gWK*43Ebbgl- a. WOW OR MASONRY OPENINGS, BUCKS hNDIJUCK FASTENERS SHALL BE PAo0EALyDJEsKwEci sylAiE ARCHITECT OR ENGINEEROF AEdORDAND INSTALLED TOTRANSFFFIWIND LOA ' DSIOTHESTRUGIURE. SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH FIFQUifitMEWAS�SHOWN,IN,TABLEi,,SHEET,-6. CON CRETE AND, MASONRYSUIiMf�NOT BECRACKED: A qFAUMa ANOFLASHWG'BTRATEG�57E AT sisimcE OF iNsTALLAnoN SHALL BE DONE OYOTHERS FJDLWVYINo THE!cuRsENrVERSIQN OF THE REFERENCE DOCUMENTS. CW5M031 A 1:20 SEALANT BEHIND FLANGE BY INSTALLER SEALANTBEHND FLANGE BY INSTALLER TYPICAL 14UD ANCHORAGE ;( A, VERTiCAL6EC710N. � TYPICAL.§,IL4ANCHQRAGE_ MAX-SHIM MIN. EMBEDMENT ,SEETABLE 1 '1/4' M"IM-- /`BN N0flIZONTALSMTK)N \�S TYPICALJAMBANCHORAGE TABLEIIAPPROVED INSTALLATION FASTENERS � - SUBSTRATETYPE ANCHOR TYPE' MIN. EMBEDMENT MIX,EDGE:DIST. CONCRETE (2.OKSI MIN), 3/16". RW TAP.CON 1"1-110" NOLLOWOR GROUT-F&LEPCMU:IIIT PCF MN:) &iS'IIW;TAPHOLLOW'acGROUT RFLANGE CNN(AS1MG90) Nlir. EL =ULTRACON 10/4"VLIMIN. SOLITHERNPNF.,(G'D;SS}:. OR ECCO ULTRACON1_2XMN•:SOUMiERNPNE(GOS5) _ #1O WOOD SCREW 14•'6" 7/6" 16GAUDE+(O,OSV) MN• STEEL;$TUD (37KSIYIELO MN) A10,16NILTIXWV('FLEXORAW, TIERS 3ELF-DRIL.CPKi'SCREVI -EVLLTHREAD THRU 0.060' .7/76� FLANGE i/e'ALUM, 160STT5 MN.) OR 1/6: STEEL (35,1<SIMN1 $10 GRADE 5 SELF-TAPPINGi DRILLINGSCREW PUU.flIRFAD THRO D„12V wig. FM 2XMN.-SOIRHEFN PM (�0.56).. 4IG WOOD SCREW IHI1r 1/Z' - SEHNO BY INSTALLER MIN. EDGEMET, SEETABLEI VO MAX SHIM:- RDRILONTALSECTION \,V TYPICAL-FNANCHORAGE HEAD AND GILL SIMILAR FOR FM INSTALLATION NOTE; ADDITIONAL THRU-FRAMEANCHORS 9AS SHOWN IN DET. A/6) REO'D AT MTG RAIL. EE SHEET 5 ANCHOR LAYOUT. FLANGE REMDVAL'NOTE:PARTIALL2Y OR FULLY•AEMOVINGYHE FLANGE, UPTOAND UICLUDItaASOX-M ME APPLICATION IS ACCEPTASLEPROVIDED:. , MI 110 FILLET'OFPONSTRUCTION-GRADE-ADHESIVE CAULK IS APPLIED INSIDE AND OUT,BLILLPERIMETER, BY INSTALLER. -PROOUCTANCHORAGE"IS IN ACCORDANCE WITH:BEQU1REMENTS AS 4SKPWN FOFIFLANGE WINDOWS 620 PVC HORIL SLIDER NO*IMPACT No 5=1 STATE OF P,. ;INSTALLATION DETAILS EMK 1 09/23114 OW�ID31 A SHEET 1.2 B OF B N1\ cs,--X) OFFICE USE ONLY: DATE FILED: `1 q REVISION FEE: 1Q .13 LOCATIONISITE PERIIIIT# 1 W7 0365 tl O?SM 911F1 PLANNING & DEVELOPMENT SERVICES BUILDING& CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 JAN 30 2019 APPLICATION FOR BUILDING PERMIT REVISIONS ST. Lucie county,_Pertlitting PROJECT INFORMATION 11l�' DETAILED DESCRIPTION OF PROJECT REVISIONS: �Pa_�;SfL Ci)DN� dfy,_ II �q UsG GmaAnoucA CONTRACTOR INFORMATION: STATE of FL REGJCERT. #: BUSINESS NAME: 7 'L'e QUALIFIERS N4ME: 7Tas CITY: STATE: OWNER/BUILDER INFORMATION: ARCEMCT/ENGINEER INFORMATION: NAME: - _) (,r\ l _ f 1 , r (?`, rt'_ ADDRESS: Fsf.P� CITY: PHONE (DAYTIME): 77,_ ST. LUCIE CO CERT. #: FAX: ZIP: John M. Foster -Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 (772) 370-9464 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 20 3185 — 3195 Nightfall Circle Permit # 1805-0365 Revision to Bathroom gypsum drywall : January 14, 2019 =RECEIVED 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 11 F orN M. F ' ?'Pi I X AR000861, �• �FQ ARCN File COPY aP• MV9 � �p c.:.f�F, 0 • TIME PLANS AND ALL PROPOSED WORK Afi° SUBJECT TO ANY CORRECTIONS V4QUIRED BY FIELD INSPECTORS THAT 1AHY BE NECFSSARY IN ORDER TO i;941PLY WITH ALL APPLICABLE CODES. John M. Foster - Architect Member - American Institute of Architects - LEED AP January 14, 2019 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 (772) 370-9464 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 20 3185 — 3195 Nightfall Circle Permit # 1805-0365 Revision to Bathroom gypsum drywall : 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. OFFICE USE ONLY: DATE FILED: I tq REVISION FEE: ` N PERMIT # OQ RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVI TOry 2300 VIRGINIA AVENUES NrcEtv., FORT PIERCE FL 34982 id l . a JgIV (772) 462.1553 ; /� ' KK_ of 2 21019 st+,, �> ., j f, 1 a e' i I'�n++ttting pe APPLICATION FOR BUILDING PERM RES�NS rY +� A �r' Eue�F �Qunm"^r PROJECT INFORMATION LOCATION/SITE DETAILED DESCRIPTION OF PROJECT REVISIONS: II CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: V' S ST. LUCIE CO CERT. #: BUSINESS NAME: 7 {71 C\ I A P_Y�� QUALIFIERS NAME: c ADDRESS: �7160 CITY: rz---[E'r7i' _ STATE: ZIP: WLi�I.S` PHONE (DAYTIME): -77,� - G-,!<'S - I_ FAX: OWNER/BUILDER INFORMATION: NAME: CITY: bd esq Nc, I rn )`1P_G( elh STATE: F—Z— PHONE (DAYTIME: � IIJ -CIYJ i FAX: ARCHITECT/ENGINEER INFORMATION: NAME: - -_), ADDRESS: CITY: PHONE (DA SLCCC: 9123109 Revised 06130117 ATE: He COPY F. John M. Foster,- Architect Member —American Institute of Architects — Leed AP 11205 Ridge Ave. Fort Pierce, FL 34982 Florida Reg. No. 8511 St. Lucie County Planning & Development Services 2300 Virginia Ave. Ft. Pierce, Florida 34982 Sedona Multi -family Project— Building 20 3185-3195 Nightfall Circle Blvd. Permit #1805-0365 Revision to gypsum drywall installation: December 5, 2019 RECEIVED JAN 212019 Permitting Department St:. Lucie County g'oS- o36J .��N�dF REVIP'N En FOR C ? IAt-CTJi Rt Vl1 N'LD`ByDATE PLANS D P> ILFUT SIUST AE KEPT OAT JOT�� r.-':A,d+�cAFr_•'ftONWII.LBEPrIAI)T. - Per ASTM C-840, drywall shall be secured using'#8 x I W drywall screws. Spacing shall be 12" o/c for both ceilings & wallboard. If there are any questions regarding this revision, please contact me as listed above. w 0A §6 AR0008511 V File Copy RECEIVED - iAN 2 2 1019 " Permitting DePartment st. dude County December 5, 2018 John M. Foster —.Architect Member —American institute of Architects -.Lead AP 11205 Ridge Ave. Y Fort Pierce, FL 34982 Florida Reg. No.'8511 St. Lucie County Planning& Development Services 2300 Virginia Ave. Ft. Pierce, Florida�U992 Sedona"Multi-family Project - Building'20 3185-3195 Nightfall Circle Blvd. Permit#1805-0365 Revision to gypsum drywall installation: PerASTM.C-840, drywall shall be secured using#8 x 1 j,,"-#r,-wi ll s5rews..5paci6g shall be 12" o/c for both ceilings & wallboard''` , If there are any questions regarding this revision, please confact,me as listed above. John M. Foster —AIA—Lead AP OFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE AnnRF.CC- PERMIT# /Olin -M 9, RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 ; (772) 462.1553 C'q St er�FO APPLICPATI ECTFOR BUILDI ON PERMIT REVISIONS �uC%@ G,04nol DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: (1FYiit)Se BUSINESS NAME: /Al1P.kn QUALIFIERS NAME: 0'n Ia ) ADDRESS: CITY: STATE: PHONE (DAYTIME): `97,9- -113( OWNER/BUILDER INFORMATION: vilifAuvis CITY: tali PHONE(DA « F14- l" r-_-1 ST. LUCIE CO CERT. #: FAX: STATE: f--I_ ZIP: 7 FAX: 4b/ /ay) ARCHITECT/ENGINEER INFORMATION: ADDRESS: PHONE - CITY: STATE: • f. ! ' UN SLCCC.- 9123109 r NP f "w R' vise4e 06130117 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 3185 — 3195 Nightfall Circle Permit # 1805-0365 Revision to Sheet TH-1" Dimensions shown on Sheet FH-1 for location and clearances of lavatory and water closet have been revised. NTE 0F� 'p\A M Fos p PART TWO: CHAPTER 7 FAIR HOUSING ACT DESIGN MANUAL one 30" X 48" clear floor CLEAR FLOOR SPACE AT clear floor space spaces adjoining RAPIGESs COOICTOPS9 AND SINKS at each fixture accessible route and appliance (not into kitchen Unless knee space is provided, space to execute a required at sink if parallel approach must be provided at ranges, base cabinets are removable) cooktops, and sinks. The clear floor space in this parallel orientation allows the wheelchair user to (✓j/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 I c OO the back, because it requires seated users to lean forward over their feet and knees to reach not only OO - I Ll J hot pots and pans but the controls as well. See t - - pages 7.11 through 7.16 for required clear floor / space at cooktop or sink when knee space is p rovided. Overlapping Clear Floor Spaces and Accessible Route Provide Maneuvering Space user pulls parallel to 7.4 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