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couaix - - DEPARTMENT OF REGULATORY AND ECONOM BOARD AND CODE ADMINISTRATION DMSION NO�LCR OF ACCEPTANCE (NO� S T• LUCIE MUM � MIAMI-DADE COUNTY PLAN i� REVIEW _ PRODUCT CONTROL SECTION �� QTl + i, -_ _ _ Q 11805 SW 26 Street, Room 208 ' Miami, Florida 33175-2474 (786)315-2590 F (786) 315-2599 BLDG: _ www.miamidade2ov/ecoommv %W5ujwclonore btreet ELEC:: " — Ville St. Laurent, Quebec, Canada 114T1K6 DATE' — SCOPE: This NOA is being issued under the applicable rules and regula iods ow ntng ffe use f construction materials. The documentation submitted has been reviewed and accepted by a -Product Control Section to be used in Miami Dade County and other areas where allowed t&AE6rityilazciri Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated be] w0WJMi2Mj1Da.& ounty Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade 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 thq� Building Code, including the High VelociV Hurricane Zone. 9Fn SU��NSe..- APPROVAL DOCUMENT: Drawing No. AD10-01, titled "Genstcrm Outswing Steei i . through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MC Y Engine sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATLN Large Missile Impact Reststant CD1D4. 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. 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 PIattsburgb, 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 because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the wor expiration date may be displayed in advertising literature. If any in its entirety. INSPECTION: A copy of this entire NOA shall he provided to shall be available for inspection at the job site at the request of it This NOA revises NOA #15-0825.04 and consists of this page 1 document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, Y.E. File COPS' `�61-ti\%\'l ♦ SCANNED B St. Lucie Countll NOA No.17-0803.01 Expiration Date: July 14, 2020 Approval Date: December28,2017 Page 1 the me Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. 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 "Genstom Outswing Steel Door System - LMP', 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 scaled 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(PMKI77T 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 Geastorm 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.II). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5h 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 -L Tensile -Test, per-ASTM A370-05 item B (1) (7) 27 _ Terisile 6t i•eportNO. 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. - - - - - lshaq L Cbanda, 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 # 12-022335, 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. 54 3 E. F. G. 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. CALCULATIONS 1. None QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None STATEMENTS 1. Statement letter of conformance t FBC 2014 (Sn Edition) &FBC 20I7 (61h Edition) dated 05/16/17, prepared by MCY Engine c., signed and se e y ipmg ang, . . 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 Ishiq I. Canada, P.E. Product Control Examiner NOA No.17-0803.01 Expiration Date: July 14, 2020 Approval Date: December28,2017 E-2 SHEEP] ANCHOR LAYOUT RINYAE1w .111 (FaamE wioril) 95 il0' MAX. (DOOR OPENING) A '•`•'•'•'•'•iw i. JP.'�' `•' t t%•�`^L;• •1M h��; 4 IN ' G '•'• _ _ __ u _ _ _ _�P `t ri y nx,,, ••J' SEEANCHOft •'.•. I, •r•.� DEfAILOH Bx wiNACTNE• w`,:7 P�S' w-ACTNE. xoel�cirxaxsrov O wnaD am 6�'MA%. _ tI^ 'I_I}Yj'1(7('Txrc `A" 0011 YPE-F•GF SILLCORNERS MAX, (XX) AwwnuN TIREA-La, sr urrocoxc. DOUBLE DOOR TYP. ELEVATION SERIES GENSTORM OPAQUE OUTSW,NG STEEL DOOR RMII -THIS PRODUCT HAS BEEN DESIGNED AND TESTEDTO COMPLYVATHTHE REQUIREMENTS OF THE= EDITION FLORIDA BUILDING CODE(2017) INCLUDM HIGH VELOCITY HURRICANE ZONE (HVHZ). -DOOR$ RATED FOR LARGE MISSILE IMPACTANO DO NOT REQUIRESHUTTERS. -DDORS "PROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. (SINGLE ROW SELFADHESIVE CLOSED CELL FOAMTAPE TO BEAPPIIEO ENTIRE PERIMETEROF FRAME) -ANCHORS SHALL BEAS LISTED, SPACED AS SHOMM ON DETPILS. ANCHORS EMBEOMENTTU BASE MATERIAL SHALL BE BEYOND WALL DRESSING I ORSTUCCO. l/ -ANCHORING OR LOADING CONDITIONS NOTSHOM IN THESE DETAILS ME NOT PART OF THIS APPROVAL. -MATERIALS INCLUDING BUT NOT LIMITED TO STEEWETAL SCREWS THAT COME INTO CONTACT YATH GTHER DISSIMILAR MATERIALS S!W.L MEET THE REQUIREMENTS OF THE STH EDITION FLORIDA BUILDING CODE (2017) SECTION M APPLICABLE METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUSTSUPPORTLOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEN TO THE WILDING STRUCTURE. DESIGN LOAD IFUB^.IZEedx(M.fi A0EVE 0FENWfl1 .., ♦65.0 PSF �&O PSF - ULTIMATE OEBION LOAD OBTAINED FROMASCE 7-10. By 0 B, SHALL BE LESS THAN OR EQUAL TO MAX DESIGN LO DOCUMEM. _,ro _...m. .ao .2XV06UMCI(SSYOTHERS MUSTBEANCHDRED PROPERLY TO TRANSFER LCADS TO THE STRUCTURE. -A LOAD DUMTON FACTOR IN ALLOWABLE STRESS IS USED -DOOR PANEL MIN. 20GA(0.00S)5TEELNOL Fy-SSFSIMIN. Fu•9 PSI MIN, DOOR FRAME: MIN. 16 GA(O.WB) STEEL. MIN. Fy sy HSI LAIN., Fu SPSIMIM. TAINLEBS STEEL MIN. OR BETTER TIEAVELASLE DOOR FRAME STEMLESSIN Fy IA 1a GA(0.01BTS IN. OR B9TEEL ODORFRAME MEETING MINFry•BBKSI,F AS NEIMIN.OR BETTER MAY QUALIFY HAVING YIELD STRENGTHTE•AS AVERIFlCATroN DF THE AVENBLE MIN. YIELD STRENGTH. NOTES: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL SILLCORNERS- * (X) " WIAX T''Imomxc. SINGLE DOOR TYP. ELEVATION HARDWARE CONFIGURATION OPTION 1 THRU 10 FOR ACTIVE PANEL ONLY n LI'MAX ANELWUTH) �r Pw A I10111111 OPTIONAL EMBOSSED DOOR LEAF PATTERNS: Huy 15 loll 1poDUCf MEYIfiP� Bp talgJW Bill fY[!%�[iie EpiFliSio dle 1 2oZ0 lsl.- 1 - hBi06FIFBF -TPIND WANS, P.E. FLORIDA REGISTRATION PE A5SPB0 CAN. 20677 pumxc Oil SHERT L DF B MPROVFD SFNPM rcALLwxG TO SEAPAUM As NESDW EtGEG O w E w L CONCRETE f m 1 10 i�TKL5IRIKE fUIEe 2191 %11/4° HEAD DETAIL' A fmmsLL000xomr ®cam _ INSTALL: IN. EDGE CIS 1L�m m, TYPICAL THRESHOLD i1 RATED FOR WATER RESISTANCE d2 2)1 31 E( HEAD DETAIL A fwowatooaRp¢r 11 Q w HEAD DETAIL A d .. JEDGED 4• SEESNEETPFOSEESNEET3FORIIN. EDGE DIET. TrPIcu.ANcxoR I TYPICALANGHOR SEEELEVAIIGNSEE ELEVATION FORSPALWG FOR SPACING YPICAL THRESHOLD OPTIONALTHRESHOLD %1 TATEOFOR WATERRESISTANC B RATEDFORWATERRESIb ANCE HEAD DETAIL A HEAD DETAIL A FCIlLg1R£ WLRI RIr TYPICAL ANCHORS (a) 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 2-1/2" MIN. EDGE DISTANCE TYPE F.2 1/4" TAPCON BY IT W FY = 90 KSI Fu = 120 KSI DIRECTLY INTO fd=3000 PSI MIN. CONCRETE 1.12" MIN. EMBED 2-12" MIN. EDGE DISTANCE SEALANT: ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT PERIMETER ALL SCREWS SEALED WITH GE SILICONE II ANCHOR Q JAMB BOTTOM CORNER: ANCHOR W REMOVABLE MULLION 5011 UM: ANCHOR (M REMOVABLE MULLION I TYPE F.3 3/16" DIA ULTRACONS BY'ELCO' Fv--155 KSI Fu=177 KSI TYPE F.3 3f8" DIA. SLEEVE ANCHOR BY'WEJ4T' TYPE E.1 J/4" SMS OR #14 SMS (MIN. GRADE 2 DIRECTLY INTO fd=3000 PSI MIN. CONCRETE DIRECTLY INTO fd=3000 PSI MIN. CONCRETE CRS) OR ST/ST 1-12' MIN. EMBED, 2-1/2' O.C. 1-112" MIN, EMBED, 1-3/4" O.C. DIRECTLY INTO fd=3D00 PSI MIN. 2-12" MIN. EDGE DISTANCE 2.1/2" MIN. EDGE DISTANCE CONCRETE 1-12" MIN. EMBED, 212"O.C. 2.12" MIN. EDGE DISTANCE NOV 15 2017 Y PING WANG. P.E. FLORIDA REGISTRATION PE /55980. CA.N, 26677 C/ ADIO-01 9F�RT 2. OP B J 3000 PSI 114" MAX. GROUTFILLED SHIM SPAC WIRE ANCHOR \SEE ELEVATION FOR SPACING) SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) - O SHIM JAMBMEADER TO BE 3000 PSI GROUT 1 WHEN WIRE ANCHORS ARE USED VO DUPRIN ACTIVE URFACE VERTICAL ROD IVES RFACE— 41z-14xlld OuKt BOLTS @12" EA. ANCHOR HINGE JAMBDETAIL C OPTION 1 SHEET 6) INACTIVE #6 x 1' TEK SCREWS @ 612" O.0 ANCHOR TYPE Fl It 1�' DIA. ULTRACONS It D (I-r EMBED) 2-} E.D. u ul 14"x1 18 GA STEEL l 4k" LG ANGLE l I � INACTIVE ACTIVE -VON DUPRIN MORTISE '�l>✓ LOCK OPTION _ 7 PANIC DEVISE 3e' IVES SB 453 SURFACE i---(SEE SHEET 6) MOUNT FLUSH BOLT -! -- ----- '- OPTIONAL BOTTOM CORNER ANCHOR DETAIL �. Ld i ) na f fi�rF �n EXTERIOR 15 ib �/ /RODBCtYEV® .�.m34y,+unrrw+r IWIv6CW MEETING STILE DETAIL / P� 1 �p4ntir Ma -0 �( LOCK OPTION #2 SHOWN E%�sl.-clw�e- Pnast �I TYPICAL ANCHORS THRU EMA (EXISTING MASONRY ANCHOR) 0 JAMB: 511F DIA ULTRACONS BY'ELCO Pm- SS KSI FO=177 KSI TYPE D. 318" DIA. POWER BOLT BY'POWERS' TYPEAI DIRECTLY INTO 2BY WOOD BUCK DIRECTLY INTO fN=3000 PSI CONCRETE TYPEA2 DIRECTLY INTO Ic'=3000 PSI CONCRETE 2-12"MIN. EMBED 1-12' MIN. EMBED 3" MIN. EDGE DISTANCE 2-12" MIN. EDGE DISTANCE TYPE E. 5I16' DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR STIST INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) 3/6" DIA HLC SLEEVE ANCHOR BY'HILTI'E-A TYPE B. DIRECTLY INTO fN=3D00 PSI CONCRETE, . S/8' MIN. EDGE DISTANCE TYPE B.2 DIRECTLY INTO hn'=2000 PSI CONCRETE . EDGE DIST. STEEL: Fy = 38 KSI MIN. 1-1/4- MIN. EMBED ALUMINUM: 5063-T6 MIN. RL�t ilk WfM ALUMINUM TO BE PLATED PAINTED) 318ECTLY RICONCETYPE C.1 DIRECTLY INTO fN=4000 PSI CONCRETE,D TYPE G. WIRE ANCHOR IFV=60WIRE ANCHOR KSI�yS uIN.fVLOtTYPEC.2 DIRECTLY INTOfm'=2000 PSI CONCRETE. EMBED 0.173 DIA STEEL HIRE ANCHORS EMBED INTO3000 PSI CONCRETE BLOCK 2-0/B' MIN. EDGE DISTANCE (HEADEWJAMB TO BE GROUTED WITH 30DO PSI CONCRETE) "22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE nlev..z EE 2 � Loa N O uu°' O s p z m m 9 AD10-OS SRBST 3 OF 8 B SEESHEET3FOR MIN. uhi TYPICAL ANCHOR MBEDME (SEE ELEVATION Q6 EMA ANCHOR SR463 SURFACE BOLT LOCK OPTION - FOR SPACING I ATEA.ANCHOR OR F8458 FLUSH BOLT- (SEESHEET6) A SEE SHEET 1) T i y INACTIVE 5 ACTIVEFL `6 ` i ❑ 0 1/4'MAX. 16 3 3�/ 3O� 2 14 TIIr //(n/ C) SHIM SPACE EXTERIOR I lam/ Fm /. \ 3a• O HINGE JAMB DETAIL MEETING STILE DETAIL �r'11 FN Yr l� LOCK OPTION #3, #90R#10 SHOWN 8 EMAANCHOR m t le SEESHEET3FOR AT EA. ANCHOR LOCK OPTION 1'}"x2'}° f u14; r . p y FULL LENGTH tl z n TYPICAL ANCHOR O (SEE SHEET 6) a e 0 p: 1 ACTIVE STEEL BAR A-36 INACTIVE Z °, (SEE ELEVATION �000, 7 Cw FOR SPACING 5 W z ANCHOR TYPE E7 w 0 SEE SHEET 1 0 ' r--1 30 'lS � t Or #14 x1" SMS U21 8 7 1f2` MIN BEDMEN o 4 s F 1/4°MAX. 3 SHIM SPACE EXTERIOR ^ z HINGE JAMB DETAMEETING STILE DETAIL (^, E im STRIKE PLATE l.� LOCK OPTION #4 SHOWN L% WITH(2)#12 SMS 8 ENIA ANCHOR N y �� SEE SHEET 3 FOR w AT EA. ANCHOR (2) IVES SB 453 SURFACE MOUNT LOCK OPTION i 0 v "� TYPICAL ANCHOR j ACTIVE FLUSH BOV4— zT P INACTIVE '^ °'" • , -: (SEE ELEVATION (SEE SHEET 6) Oe FOR SPACING ❑ i CSEESHEETIJ1nIn ,.... 'j ANCHORTYPEF2 All x 2-j SLEEVE ANC 1f4' MA%, J` O iJ EMSEDED I-}" SHIM SPACE 3 EXTERIOR 5 4 4 q1 _ INTO CONCRETE ^ m wF o HINGE JAMB DETAIL ^ MEETING STILE DETAIL ,Fes, NOV 7 @ 2017 w lJ LOCK OPTION #5 SHOWN L% O FLOFiDn'RE6RSRAi1pN NraOUCf YLY�lL PE W983 oiq �a+Vr�i.w LLe 1Ar10L c.An. Qge)7 etas. HC822 MULLION e+�mft REMOVABLE MULLION •' 22 PEMKO 375 ASTRAGALWI SPONGE NEOPRENE W/REINFORCEMENT tiesµ• CLF.1 - ' SEE SHEET F TYPICAL ANCH (SEE ELEVATI FOR SPACI SEE SHEE HINGE JAMB /+ DETAIL 8 EMAANCHDR --©EMA AT EA.. ANCHOR r o LOCK OPTION SEE SHEET 3 FOR 9875 PANIC DEVICE r-(SEE SHEET 6) TYPICAL ANCHOR MIN. SURFACE ACTIVE (SEE ELEVATION MBEDMEN CVR-II i VERTICALRO7, FOR SPACING) I J u w w = G lull zoz Umo w ,� 1/4"MAX. EXTERIOR SHIM SPACE Z $m �� -- MEETING STILE DETAIL / I"1 \ STRIKE JAMB DETAIL DU C liQ LOCK OPTION SHOWN a Z SEE SHEET 3 FOR ®EMAANCHOR �j $ TYPICAL ANCHOR AT EA. ANCHOR W o , z SEE SHEET 3 FOR AT EA. ANCHOR o TYPICAL ANCHOR r'VON DUPRIN" 9875 PANIC DEVICE (SEE ELEVATION 'MIN. Z U SEE ELEVATION MIN SURFACE LOCK OPTION IVES SB 453 SURFACE; FORS4PACING) MBEDMEN? fil m 6 ( MBEDMEN I Z - A FOR SPACING I�- VERTICAL ROD? L—(SEE SHEET 6) --MOUNT FLUSH BOLT W N Nm SEE SHEET I) F w - I INACTIVE II I ACTIVE _ F (02 N ¢F w K.�K I /6'MAX. 3 4 l/4"MAX. f N on SHIM SPACE4- 3 EXTERIOR SHIM SPACE E $ HINGE JAMB MEETING STILE DETAIL / n 1 STRIKE JAMB DETAIL Q m DETAIL C LOCK OPTION 7 SHOWN D% E �'. 13 j� SEE SHEET 3 FOR OB EMA ANCHOR w OB EMA ANCHOR 8 ` AT EA. ANCHOR TYPICAL ANCHORANCHOR 04 SEE SHEET 3 FOR / O % ✓ TYPICAL ANCHOR NON DUPRIN" 9875 PANIC DEVICE LOCKOPTIONMIN. (SEE ELEVATION 'MIN. w QnI, r (SEE ELEVATION MBEDMEN �i INACTIVE CVR SEE SHEETCVR ACTIVE _ FOR SPACING) MBEDMEN m JW.1 SN 11 .—1 ,j � FOR SPACING SEE SHEETI i v r ..} N— IW- FWE F I I_ + I .:i I I �II w wy � W W K O19 w zc'�i� i I S!- g. p i t b i v o E ioz u o o' O' w Om i. 1/4" MAX. SHIM SPACI Z EXTERIOR SHIMSPA `� 2prPOr� O MEETING STILE DETAIL D STRII LOCK OPTION # 8 SHOWN •" 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE nel@g64N •44T FORIM REGSS1 nM Nib Y�14 C R.N!2961J AD10-01 RR2EP 6 OP B t OPTION 1 LOCK OPTIONS sq6fttm ORS ACTIVE PANEL ACTIVE LEAF: CAN APPLY TO SINGLE DOORS_ VON DUPRIN 932TEO SURFACEVERTICAL ROD WITH C229IMIKE E ✓4 N a USING SIXi)9#Smm (1'J MACHINESCREWSANDTWO p14#6mm OPTION 5 (IJ MACHINE SCREWS SEALED WRH GESILIOONE II' ACTIVE LEAF; BOLT• 5815E SURFACE MOUMG 10 A IALY OPERATED FLUSH MANUALLY OPE2300MORTSH OLTATXIT. AND BOTTOM. _ BOLT. TO BE FASTENED WITH (2)tOx t-12"7EK5 SCREW •(2)1dx1 MANUALLYxl414" DFLUSH BOLT AT TOP AND BOTTOM. 1-1/4-MS W4TH (Q 10 x 1-114" FH SMS INACTIVE LEAF: INACTIVE LEAF: DOOR EDGE CON5TRUCTICN VON DUPRIN 9021EO SURFACEVERECAL ROD WITH 4@29 STRIKE "PRECISION" HUNG CONCFALEDVERTICALROD.SURFACE .• USING SIXOaS.m IV) MACHINE SCREWS AND TVA#14Y25mm MOUNT MO POINT LOCK SYSTEM WITH TRECISIOW PANIC c (11 MACHINE SCREWS SEALED VdDN DEVICE LOCAT504' FROM BOTTOM WITH (4)1&24 x 1-1/4' 'GE SILICONE IF OHMS ^m 'IVES' 884U SURFACE MOUNT MANUALLY OPERATED SURFACE DOUBLE DOOR BOLTTO BE FASTENEDWITH(4)12x 1-114-FII MS OPTION 6 PEMKO#3T5CRCVERLAPPINGASTRAGAL HINGES: STEEL MORTISE HINGES 4 PER LEAF, ACTIVE LEAF: LOCATED ATE;' MAX. FROM TOP OF DOOR TO ,5 "PRECISION" HUNG CONCEALEDVERTTCAL ROD. SURFACE CENTER LINE OF IST. HINGE AND TO BE SPACED 0 n OPTION 2 MOUNTTN.O POINT LOCKSYSTEM W IVI'PRECISION' PANIC OUT NOT TO EXCEED 3745/16"FROM CL TO CL OF DEVICE WTI(4)10-24 A 14W. LOCATED 39-12'FROM BOTTOM HINGE. TO BE FASTENED BY 012-24 X}"FLATHEAD C - INACTIVE LEAF: MACHINE SCREWS. Z H a ACTIVE LEAF: - w 'PRECISION" HC22 W SURFACEVERHCAL ROD. SURFACE MOUNT 0°� LOCATED 39N W' MOM BOTTOM WITH (2)&32x L0'FHMS. �O \ LOCATED 33.Y{'FACTO BOTTOM TWOPOINTLOCKSYS. LOCATED 39E1 FROM PANIC BOTTOM DEVICE WZ (4)10.24 x i-114'ON MS. LOCATED 3312' FROM BOTTOM SINGLE DOOR m D INACTIVE LEAF: EAT (2)SURFACE MOUNTMETALLIC MIKE PINTHEADTO HINGES: STEEL MORTISE HINGES 4 PER LEAF. Z0 BVET' S3453 SURFACE MOUNT MANUALLY OPERATED BEFASTENED WNH(2) 11420 FIT MS MS LOCATED AT 11S/4"MAX. FROM TOP OF DOOR TO Z em o SURFACE BOLTTO BE FASTENED WITH (4)12x 1-1/4'FH MS CENTER LINE OF IST. HINGE. AND TO BE SPACED PEMKO075CROVERLAPPING ASTRAGAL OPTION 7 OUT NOT TO EXCEED 25-5/16'MAX. FROM CL TO CL ]] OF HINGE. TO BE FASTENED BY #12-24 X j' U D vi s ACTIVE LEAF: FLATHEAD MACHINE SCREWS. 'PRECISION" HC2200 SURFACE VERTICAL ROD. n$ OPTION 3(5)10.24x1.114.OHMS. LOCATED 39.3/4"FROM BOTOM OPTION INACTIVE LEAF: x IVES" S9453 SURFACE MOUNT MANUALLY OPERATED FLUSH ACTIVE LEAF: _ ACTIVE LEAF: E `a m HSARGE. WITH SURFACE MOUNT AORTIC DEA VdTR BOLT. TO BE FASTENED WITH (4)12x 1d14'FH M3 'W N ' 90RMq"CLT003URFACE MOUNT MEFALLIC HANDLE AT 3912' � Nx' HANDLE WITN SURFACE MOUNT METALLIC DFA6BOLT. FROM BOTTOM WITH (2) dBJB %18' PH MT AND (2) to X SIB' FIT LOCATED 33'FROM BOTTOM WITH (2)&32 xi RAMS P MULTITHREAD SCREW. �o °c^ D?" MAH BOTTOM MOUNT METALLIC DEAD BOLT AT 45 10 OPTION 8 IA?"MOM AND WIT-1WrFITMMID THREAD SCREW. 32X2 Fy INACTIVE LEAF: 3I8'PH MS PIW (2)/e%LB'FH MULTI THREAD SCREW. m ®� 6'0 SCR LONG 13 GA STRIKE BOX TO BE FASTENED BY Q)612-24 ACTIVE LEAF: 0' SCREWS NON VICEW IN"2847 8.32 A 31V MM ERTICAL MS. WITH FROM C INACTIVE LEAF AT O p oy SURFACEMOUNTMANUALLY DEVICE LATH (2)e-32x3I0'FHMS. LOCATED 39.E/4'FROM 'ND 71' G BOTHMOUNTMETAWC MMULTOLTSAI2" OD BOLT AT TOP ANO BOTTOM. WITH l47 t1420 x131B'FH MT BOTTOM SCREW. BOTTOM W/(q L0X310"FH MULTITHREAD Ox TCREW. W fnY, u SURFACE MOUNTMETALLIC STRIKE PLATE AT FRAME HEAD INACTIVELEAF:HC2: FROMBONEFLUSHM WJ2)UNT 010XVFHETALLIC SMSANDRIKE TEAT FLUSH 0M W 'PRECISION" POINT LOCK SYSTEM VERTICAL RCS. SURFACE MOUNT METALLIC T IK X1'FHSM3AND ONE FLUSH w 9n TO BE FASTENED WITHR)#tOx1-1/4'FH SMT MOUMTAD P4) 10L4CKSYSTEMWITH'P-1WFON'PANIC MOUNT X3T PC MULTI SCREW.'FROM BOTTOM O ,L,n BOTTOM (4)1024x 1-1/9". LOCATED 3&12'FROM W/(2)R3 X3/B'FH MULTI THREAD SCREW. Yr 1 BOTTOM OPTION 4 RIMEXITWMMULLION) OPTION 9 �" " y" ACTIVE LEAF: ACTIVE LEAF: Mx4Pbit N4��0 DI O N` 'PRECISION" MC2IDO RIM EXIT PANIC MECHANISM SURFACE 'OORMA'CL700 SURFACE MOUNT METALLIC HANDLE AT 3912"FROM ?m y a MOUNTLOCATED4IS/4'FROM BOTTOM WITH BY 14110.20x BOTTOM WITH(2)#B-30% 3I0'PH MS AND(2) N X 3W FH MULTI THREAD '^, �- Ljj1WOHMS SCREW, NOVIrouW Awe1 ,+,IRA F._, 15 2017 � DORMW DB660 SURFACE MOUNT METALLIC DEAD BOLTAT4512" FROM MOWON BOTTOMW(2)1/4%MXISIWFHMS:(2)Y1"2X2Y0'MMSMD(ZMX YIP.9IC WING; P.F. INACTIVE LEAF: W M MULTITHREAD SCREW. FLORIDA REGISTRATION 'PRECISIOWHC2100 RIM EXITPANIC DEVICE SURFACE INACTIVE LEAF: PE :I55gQJ oew o+-as-u MOUNT LOCATED 414W FROM BOTTOM WITH BY (4) IW20 x ONE FLUSH MOUNT METALLIC MIKE PLATE AT 39IQ' FROM BOTTOM CA -MS77 cus ms 1'FHMS (2)#IOXI-MSMSMDONE FLUSH MOUNTMETALLIC STRIKE PLATE AT45 m u REINFORCED MULLION: IQ' FROM BOTTOM W/(2NS X 313' FH MULTITHREAD SCREW. HCB22 PRECISION MULLION: EREMOVABLE V4HI (4){'20%' 'IVES'S&/53 SURFACE MOUNTMANUALLY OPERATED SURFACE BOLTTO BE FASTENED NH(4)12 x 1-1/4-FH MS / ox.uo xa MSORW4x1'SMSATTOP.'1"x I?4'SLEENEANCHIXi EMBEDDED 1j'INTO CONCRETE AT BOTTOM. n:. uleul nmv cnlwry I=)i:?i:i`"7. 6 OF B C fi /! 12 �4 I w"*4 i HRMW DUST Box 18 GA DOOR FRAME JAMB AND HEAD THRESHOLD y 5" 3)/s" 1s5., n THRESHOLD 19 5• 3s/e' 1s/s' OPTIONAL THRESHOLD 0.173' _ .ue•.rsLOT� RFOR NE9SIIRBFACE S�j4Os 9 HF ESA5) FMRMENEM i0R NE5H5)SIIRFACE BOLT aJe SURFACE BOLT STRIKE (OPTION AI STEEL BAR INSERT REMOVABLE MULLION REINFORCEMENT HRICm 1 10 GA HINGE REINFORCEMENT PPATN. MlW0Loamm(IeaA) PMTNo. SHIM 15W CLOSER BOX MORTISE BOX FRuoo lle cAl REINFORCEMENT REINFORCEMENT FRAME REINFORCEMENT lk F... MASONRY WIRE ANCHOR FF•m LN 16 I e e, a ® C v nua Ns (i PER LER) .134" THICK STEEL HINGE SURFACE BOLT STRIKE (OPTION B) Q 15 1 �+a• y flaGFUf£ I NGOPLEMENT v Jr FNma EMA STEEL ANCHOR STRIKE DUST BOX ASA STRIKE BOX REINFORCEMENT ipm KSI 2" ,ye ' IOW6lIRFACE BOITNOR1 f000.MORR5E TISE6TW LOCKEgGE e OLTMRCEM1£NT REINFOflLEMENT e HOLEN ". YY 11d AlNNSCREFq 'y /IOH SLREW 1' fEDPoLLFD NIe TMPED iGR 1T2 Gnvmx aRimP •1)�L scRFw PRECISION STEEL MULLION SURFACE BOLT MORTISE LOCK EDGE ® 11 REINFORCEMENT REINFORCEMENT © VINYL CAP FAiwo FLOOR ANCHOR 12 GA, REINFORCEMENT PLATE PIPING WANG,. P.F:;J RORIGA REGISTRATIgN � WM 2017 AD1O-01 SHEET 7 OF B BILL OF MATERIALS ITEM PART No. MATERIAL QTY, DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 - STEEL OR ST/ST AS REOD. FRAME HEAD/JAMB (5-b' x 2') 18 GA. (0.048MIN,) Fu= 48KSI MIN. 2 PMK2051 ALUM. 1 THRESHOLD PEMKO WITH VINYL INSERT 3 STEEL GR ST/ST AS REOD. ➢OOR PANEL 20 GA. (0.036MIN) Fu= 55 KSI MIN. 4 DR1010 STEEL AS REOD. MORTISE BOX REINFORCEMENT GENSTEEL 5 P 387 - AS REDD. PEMKO 387 CLOSED CELL SPDNGE WEATHERSTRIP PEMKO 6 - STEEL AS REOD. 2- ' x 4' 12 GA. STEEL REINFORCEMENT GENSTEEL MULLION PRECISION HARDWARE H FA3010 STEEL AS REOD. EHA ANCHOR GENSTEEL 9 SB453 AS REOD. SURFACE BOLT IVES SH453 10 FR1200 STEEL AS REOD. 1-J' x 12' 16 GA, FRAME REINFORCEMENT GENSTEEL 11 FA1040 STEEL 2 FLOOR ANCHOR 10 GA. (1-�' x 1-}' x 4-}' LG) GENSTEEL 12 HR2000 STEEL 4 PER LEAF HINGE DUSTHOX GENSTEEL 13 HR1030 STEEL (10 GA.) 4 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME OR DOOR GENSTEEL 14 DR1700 STEEL PS REOD. MORTISE LOCK EDGE REINFORCEMENT WELDED GENSTEEL 15 FR1100 STEEL AS REOD. ASA STRIKE BOX REINFORCEMENT GENSTEEL 16 179-454 .STEEL 4 PER LEAF ➢OREX, HAGER k179-454-I5 HINGE STANLEY 37 Fp3030 STEEL AS REOD. MASONRY WIRE ANCHOR 0.173 DIA. F =60 ksl 18 STEEL AS RE00, 20GA, OUSTBOX GENSTEEL 19 PMK2005AT ALUM. 1 THRESHOLD GPTION PEMKO 20 2100 ALUM. 1 PER LEAF DOOR SWEEP UNIQUE 21 AS1080 STEEL 1 SOGA. 2' FLAT ASTRAGAL W/ k12-14 x 7/8' SCREWS @ 12. O.C. GENSTEEL 22 375CR ALUM. 1 ASTRAGAL WITH SPONGE NEOPRENE W/ k6 xl' TEK SCREWS @ 6' O.L. PEMKO 375LR 23 PMK177A PLUM. 3 THRESHOLD PEMKO 24 VINYL. 1 VINYL CAP - 25 FRIIOON STEEL AS REOD. STRIKE DUST BOX GENSTEEL 26 DR1700M •STEEL AS REOD. SURFACE BOLT STRIKE REINFORCEMENT GENSTEEL 27 ➢CI000 6 DR1000 STEEL AS REOD, CLOSER BOX REINFORCEMENT GENSTEEL 28 CH3601 STEEL 2 DOOR END CHANNEL GENSTEEL 29 STEEL AS RED➢. 2' x 4 1/2' 10 GA, REINFORCEMENT GENSTEEL 30 STEEL AS REDO. 2' x 6 3/4' 10 GA. REINFORCEMENT GENSTEEL 31 HDNEYCDMH AS REpO, INSIDE OF DOOR PANEL GENSTEEL o �yy E �4G ova Co c ¢ Am ID oh Hn D Z M c 7Q ¢ ZJ N C� �0 w Zu 2 0 N¢m E W p� °u g o m4 _s rm '^ U - f Yf1oon N `Q o a N a m u SLOTS FOR GUSSEl6 K � P v _ 8 T f p4 SLDIBFORIW MIED T.IBS ON NMB$ Off./SOW Mrr{iyN! W fy��r 3 y A�pyerLeNr 17-o➢a3,0/ y W E� $J411I�6h `r�r IZOZO U' L 9 W,Ecra ,wwda.w: 5 i FRIIIEPMETIIM GDMINDUGLYV,9flED 0 V'D GRDUND SMo E ui .. 2 z- 9 G DGE B :: • GUSSET$ - .' ,J. YIPING�WANG.P.��,^t. FLp210A'ACLISRpTIQN ' PE d5598J •� Rd CORNER FRAME CONSTRUCTION i . °. • ~ F. 9 OF B MNMI N➢E GOUNIY ' 0 OFFICE USE ONLY: DATE FILED: �) -I/ REVISION FEE: PERMIT # I Q®s IoYo / RECEIPT # e`.y PLANNING & DEVELOPMENT BUILDING & CODE REGULATION REcelvea 2300 VIRGINIA AVEI FORT PIERCE, FL 3498 JAN 16 2019 (772) 462.1553 Permitting St, 6ylp Department APPLICATION FOR BUILDING PE PROJECT INFORMATION LOCATION/SITE ADDRESS: S E*bo NA —" �ilek DETAILED DESCRIPTION OF PROJECT REVISIONS: —�SL Wll\11 oOLJs CONTRACTOR INFORMATION:," . -' STATE of FL REG./CERT. #: 1 7veA U-3 BUSINESS NAME: 7A(1 e\ QUALIFIERS NAME: ADDRESS: CITY: F l lE'r� STATE: J PHONE (DAYTIME): -7:&"7 — t �;r / /> OWNERBUILDER INFORMATION: NAME: i r.• �_ ADDRESS• 5 5 CITY: /A) eSimPnitn P._ct .."G L STATE: PHONE (DAYTIME:!5-'/-GI -)..5-!2,Y,i ARCHITECT/ENGINEER INFORMATION: NAME: - -J ()nO ADDRESS: , ? CITY: F P PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: File COPY ST. LUCIE CO CERT. #: IOI;I►;4 FAX: FAX: ZIP: ZIP: ZIP: M• 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 19 3199 — 3209 Nightfall Circle Permit # 1805-0364 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. John M. Foster - AIA File Copy c+ 4 Florida Building Cqde Online, 10/31/18, 4:02 AM qu r �usiness & Pt✓ofessionai Regutat►ow,- - --- P lii � ,; `•_. " - c^u`.' ptPa ni;:�' aa.'W:'[9P'�/pCri 5..,5�.•�e bm'f=&Prr :w ,(y fi�Product Approval pr USER: Public User ;,slvyMdrn Product AoomVal Menu > Produ¢ or Aoolicaaon Search > Amlication Ust> Application De1a11 L17355-R3 Application Type Affimlation Code Version 2017 Application Status Approved' Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards lle. �U�y Certified By F -1900 SW 44t1i Avenue Ocala, FL.34474 (352) 368-6922 Ext; jlaihrop@tws.cc Kevin Pine, kpine@cws.cc Erin Koss Si. LUCIE COUM PLAN REVIEW —a�G kb.2J.2a DATE: MECH: !)ATE: 1906 SW44th Ave. Ocala, FL 34474 (352) 368-6922 T � ekoss@cws.cc ARESQ N8AND.4Lj REQu/RE,CT rO ANY CARBOLLPOCSpEgDMpyOBS4RfNPCOTIE BORKJay Lathrop CpNECEySCTONS 0 vrNALLqpVr 3447 (35368Ext,291 jlathrop@cWs.cc Windpwa k,Horizontal Slider Certification Mark or Listing year 2008 2004 https:J/fioridabuildind,org/prjpr app dll.aspx?param=WGEVXQwtDgsRyNWINWDry%2btGx8TDPNWhbl KdUdLPl4Kcggr)COIVAZbug%gd%3d Page 1 of 3 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 s) are in compliance with the' new Florida gu idling Code. Documentation from approved Evaluation. or Validation Entity 'Yes .}No b./A. Product Approval Method Date Submitted Date..Validated Date Pending FBC Approval Date Approved Summary of Products lalmmsm• r." .. Method 1 Option A 09/14/2017 09/14/2017 09/15/2017 FL ?f Model, Number or Name Description 17355.1 Hs=620 VinyI t orlaontal Slider XQ -H5-620 VIbyl Horizontal slide; XOr Non -impact.. Limits of Use -- - Approved for use in HVHZ:. No Certiication'Agenry Certificate FL17355 ft3 C' CAC CAR 138-1315'odf Approved for use:outside. HVHZ: Yes �P '175 g33.CliC CAR._138-131fi:odf Impact Resistant: No FL17355 93 C CAC CAR 138-1314.bdf Design Pressure: N/A- Qua)ity Assuraneo Coritraot E, pfration Date Other. Max, sizes,'74" x 63" and 74" x 72". See Installation details for DOS. Glass complies with. ASTM. E1300-04. ' 10/1612018 Installatian Instructions F117355 R3 If =1031A (H -6 0. XOl.ddf .W Verified By: Lucas X TOnfer-PE-58201 Created by independent Third Party: Yes Evaluation Reports F1-1,7355. R3AS EValReD.CWS<1031A (HSz62Q, XO), odd Created, by Independent. Third Party: Yed 17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal iSlider, XOX,. Non -impact. Limits of Use Certiiication,Agency Certificate Approved for use in HVHZ: No FL17355 R3 t,<CAC GAR, i38-134i odf, Approved for use outside HVHZ: Yes Ft 7355 g3 C CAC CAR. 138-1342.Of Impact Resistant: No Design Pressured N/A quality Assurance,Contract Expiration Date 03/3012019� Other Max. size. 1111 x.63". XOX 1/3-1/3-1/3'and 1/4-1/2- 1/4. See installation details for DPs. Glass compiles with AST Installation Instructions ` FL17355,.123 II CW4` 1067dH5-6i0. X_OXi p ' E1300-04. Verified By: Lucas A Tume'r PE-562p1 .. 11 Created by Independent Third Party: Yens Evaluation Reports F117355 N AE EyaiReo.CWS-1067 (HS=620d. XOX):Ddf Created by independent=Third Party: Yes" 1735513 HS-620 Vinyl. Horizontal'Siiuer XX HS-620 Vinyl, Horizontal Slider, XX,: Non4mpact,. Limits of Use Approved for use in HVHZ: No Certification Agency Certificate i R.17355 R3 C CAC CAR 13,$; 3� 28.odf Approved for use outside HVHZ: Yes' FyL17355 R3, C CAr CAR Y38-Y.329.odf Impact Resistant. No J 7355 Rz C CAC AR.-1- 8-333 ':odf Design Pressures N/A FL1 37 SS g3=n.CAC CAR 138-I333: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. 12110/2018. Installation Instructions FL17355 83 It CWS-1059.,(HS=620. XX),ndf' Verified By> Lucas'A..'Turner PE=58201 Created by Independent Third Party: Yes: Evaluatton RBports 1 Fr 17355 R3 AE EvalRed CWS jQ59 (F(5-620' XX) odf Created by Independent Third Parry: Yes https://florid,abuilding.org/prlpr-app_dti:aspx?param=WGEVXQwtDgARyNw!NWDrY%2btGXSTDFNwhGl KdUdLPi4KdHgrX911%2bilg%3d%3d Page 2 of 3 TAOLEOF CONTENTS ,OENERAL NOTES & ELEVATIONS. ...i -DP CHARTS&GLAZING DETAIL _Z SECTIONVIEWS._ ...3 EMUSIONSdtD.dM .... __4 ANCHORSCHEDULE&NOTES_ .,....5 INSTALLATION DETAIL. .......8 HORIZONTAL SLIDER - NON -IMPACT 'GENERAL NOTES, 1. THE PRODUCT SHOWN HEREW.ISOESIGNED.AND MANUFACTURED TO GOMPLYWRH THE FLORID&SUILDING CODE (FBCI, CURRENT EDITION'. 2, GLAZING OPTIONS: :ISEESHEET 2) 3. CONFIGURATIONS:'Or OR" XO'. - TM 620 .PVC 4, DESIGN PRESSURE RATING (SEE SHEET 4; HORIZ. SLIDER -NEGATIVE DESIGN LOADS BASED ON, IESTEOPRESSURE AND GLASS TABLES ASTM E-130804. NMIMPACT -POSITIVE DESIGN LOADS BASED.ON, TESTED PRESSURE, WATER 'INFILTRATION TEST PRESSURE AND GLASS TABLES ASTMS-7300-04 5.ANCHORAGE: THE33113Y STRESS INCREASE HASNOT BEEN USED I B. SERIES i MODEL DESIGNATION HS-620,. 9. THE DESIGNATION'XAN60 STAND FAR THE FOLLOWING: X. OPERABLE SASH.O a FIXED SASH UL SECTION CALLOUTSAPPLY TOALL ELEVATIONSIN A'SIMILAR ,LOCATION. ,m . �r ERNAL'>w 11: EXTTERNAL WEEP SLOT 5/18'x$7B`LOCA'1E04-1/T FROM, BOTH ENDS MAX. UNIT 9011 MTG. RAIL DESIGN PRESSURE RATING IIGIPACT RATING 74"'x 63" f NO SEE COMPARATIVE ANALYSIS CHARTS, SHEET 2 NONE _ Lucas A. Tumor 2015-04-27 2:1:03 04:00 SBZD1 P.E. EMK OQIg- 41, CtNS-1031 A SHE 1:25 i Oi or'XO" W RH GLASSTVPES'A PBCON O unit Unit 35 3S?/2 <31t. FOR EQUAL SLIT "OX" ; . FLANGEE WINDOW7IFSION PNESSUNE9 1Y1gM -. -- 1Nldtry - 2 47112 11 55712 w12 63 WINGON'rMiEEif'L�GI' :+50/-75 +50 .75 +50 -75 1900 SW..44TH AVE. 39 12 +50/•75 a50 /,•75 +50 -75` +SO •75 +50 7S OCAIA. FLOfl1DA 34474 4312 +50/:75 +50(-75"' +50/-75' +50!`75' +9J' -75' 450/-15 +50/-75 +50 -7L6" 7B° OVERALL 7/8" OVERALL WWW.CWS.CC 4712 +50 f-75 +50/-75 +507-75 +SD/•75+50/-75-507-75 +W1-70,2 4501-6E5 511/2 +50/-75 +501-75 +50 -75 +S07'-75 -75' +50/-74 +50/-67.5 +SD -62:1 IW ANNEALED WTEMPERED 1!2 +50/-75 45D --75 +50 -75 a50' 75 +50 +50 -71.3 +501-65 +50 ,-w,4 WIT AIRSPACE -__ -9/76-'.AIRSPACE 620. PVC 2 r50/`7. 50 -7. +50 •7. 1175 + - +50/-W.I +50 -62 ++5 -573 1W ANNEGLA2E"IYM.E-Sf�,GLASSSIT9 -. Z. SLIDER w12 ++50/-75 ++50 -79 ++S ,67S +53 -679 +50/-6'7.9" +50 -65:4- 350%-59:4 50 35 1/6'HNNEALEQ 1!6'TE3gPEREO HORI 6712 +50/-w,1 +50 -60.1 +50/-60.1 +50/-6a1. +50 -w-1 ,+w(-w:1 +SO -57.2 +50(-529 SINAFLIEKS52onSXAFLEXWOR NON -IMPACT 71112 +50/-516." '+50/-53.6.X +50/-53.6 +50l-53.6 +50/-53.6 - +S0 •53,6 +50/•53.6 +50::51 PURFECTGLAZE Fr 74 a50 -SOi +50!•w. +50/-50 +50 •50 +50/•50 +50 -50 :+50/-50 570":GLASS 617E H FIN WINDOW. DESIGN PRESSURES FOR EOUAL SPLrr'OX' m "XO" WITH GLASS TYPES A. IS, D, OR D $ Unit tmR HolgM Width 3512 ;391/2 4312471/2 5712 65112 597t2 w $ N' 397/2 +50 -75 +SD -75 1 +50 :-75 +5D -75' +50 75 ..+SO =75+50 -75 +SO/'-70.6 p A3111+50/75 +50%-75 +50/-A +wj-75 +501-75 +50/-75 +50/-7D.1 +50 -65.4 @@ N 4742 ;' +50 ,75 +50 -75 +50/-75 +50(-75 " f50/-75 +50 =71.5 +50 -65.5 v50 <67 9 > -51'112 +50/-75 +50/+75 +50/-75 '+50 -75'. +50/-74.5 .+50/,67.5 +5D/-617 +50/-57.4 O 0: 5512 Sol- +A -75 +50/45 +50 -75 +50/-71 t +50/-64.1 +50 -58.5 +50/-S4.4 5972 +50 -69.6 +501-69.6 +SO'-69.6 +50/-69.6 +50/-63 ! +501-613 +50/-55:8 +50 •SLS" 6312 +50/-6Ll +50/-61.1 '+50 <-61.1 +SO/.61:1 +SD •61.3 +5p -w.9" +50.-515 +49.5/-49:5• GLASS TYPE GLASS TYPEB ¢ 6] 12 +5O -541 +50' -54.1 +5D -54:1 +50/-Stl +50/-50..1, 450 -54.1 d " +50 -5L5 M7.67.47:6 § p 71112 .44&2/-452 +48.2 -a2 +452.-082 1482/-48.2- +4821 -482 +48,2/•A8.2-+48.2/-48:2 +4S9/-45.9 .71W Oval. 7/8. OVERALL :.. +QS' 45 +45 : 45 +45 -45 M5 •45 +45/-45 +45 -4S WIV ANNEALED - 9l16" TEMPERED <. Z wir AmpACE WIC AIRSPACE pt4AnHpp .. .. PRESS - W Y$ANNEALED 3N6- TMPEREQMORRANMWINDOW WrGI21 u7GRA6:NEF:OBIQBw)OLs,•��@O..R".E..k.Y, 7t�o,pAsntAFLEX652DR SIKAFLEX5520A ,4�� f•b19EMB4t 7'yF.- F44SO Un11H41pNt J6 PUPFECTGLAZEW PURFECTGLA2E•H' $-J=i No 5S2p1 .357/2 3912 497l2 471%2 fitt/2, 5512- 5912 631/28772 72+50' -75 +50/-75 +50 -75 +50( 75 +50l-75 +501 TT +50/-75 +Sp/•75 w50/45 +5p/-75 .'OS Sz &r GLASS SITE 519"GfAS$SITE. 'S9 BTATe OF k+5005 +50/_75 '+Sof-+50 •75 +50.-75'-+50/.75 :+50 .75 ti50 -75 +50 75 +5q -74.4 O; t[7'.+z: +5WO -75 +501-75 ,+50 -75 .+50'/-75 +50 -75' +50 -75" ,+50/-75 :+50 b7S +50 :04.9 450i 69.3 fi0�' +w -75 +50l,75+50 -75'. ' +m J5 +SO/-75 +50 .-75 +50/-70.4 +s0 -650 - ihjye�iNv+SO/'-75 +50 -75 +SO(-75 *SO/•]5 4501.75� +5O-75 +50 -75 +50/71.9 +50/-66:5 +501-61.4+50 -75 4 01.75 '+50 -75 450 -75 +04-75 +50 75 45D 74A +50 1-68.4 +50 -63.2 +50/-552+50 ':67:9-+50/-679' +50" •679 +SQ :+67.9 '+50 -6T9 f50 's6T.9 450 -673 +50 -b5.5 +50 -80.4 +50 %SSS' 4 15 450 rw,l' 45 ffi +50' -601 +50 -Ml K0 40.1 + -60.7; -+SO -w.1'. k50 -6D.1 +50 -57.9 +50 -53.'2:+50-53.6 +50/-S3.6' 450 -53:6 +50/a53.6 +50(-53.6 +50 -53:6 •+50,536:+SO -53:6 +so/-53.b +50(-SL2 �LUCAS& TUj3NER, PX--':150 _501 +50-50...?50 :-50 +50 •50 "+50 -.5D +60 -50 4W -50 `-+50/-.A +50 -5O +W/'•5O f73,4 JABARAA{(E: NORTH PORT, FL 34288 T-GLASS TYPE'G GLASS -TYPED ., P}I. 941«38b-„167b ` DESIGN PRESSURE 'CHARTS, AND GLA2VJG DETAILS 'ENIfC ti9Y2311d NOTE; rOWS-1631 R IFSIZ!/A4TENDEOISNOTSHOWN,USENEXTWGERSIZE, SHEET fir 2OFEt �NDOW M0 INTERIOR 9 Boo SW *$TH AVE. 1 I it' 0 0 2 t 4 N 8 OCALA. FLOR16A 34474 WWW.CWS.CC 620 PVC HORIZ SLIDER NON -IMPACT , tr t w' 1 L B � rn Z , .. o W , 2 & t �. a SECTION VIEW s-s 9d a Q Z 9 - INTERIOR' - J�tt9t���W `%4q�'i �9 6TATE OF' i tlt 'p r. tIIall, I6'A . LUOAS A, TURNER, P,F_ FCPSM201 - - SEOIION VIEW D-0 MTG,R`AIL REINFpRCEMENM017) REOUI{;ED° t -... _ ....--. .. ... ... ON. UNIT HEIGHTS ABOVEBe' 1239JAB'ARA AVE. _ NOFlTf U�eA B@ Fkk• 1 SECTION VIEWS SECTION VIEW A -A z EMFi osn�tt4 SECTION VIEW C.C6 ALTERNATEHNFRAME (CWSr,031 A -.. ITEMS,NOT SHOWN FOR CLARITY'. - - t� a0F6 ' 4 PVC MAIN FRAME .-H-6.127 Y 5 f 15is° I PVC-TOP/9TM RAIL 14.6140 ALL COPOEDES 1:8 1:8 �taf/16` �217s'- 050' 1116. t 16I�16' i Una, 1516' -„Q 1S'16' 3 L.� 2' .... .. 3 PVC INTERLOCK RAIL• H-6135 PVC. DRAW RAIL -0139 AWMINTERLOCK-9-2029- PVC GLAZING BEAD -"141 620 PVC HORI2. SLIDER NON -IMPACT t Itl¢' I(16' f6^+i 75(16°y yts•� IIp� lV GEal Is, Bazvar 1 5/16 f ]fl6' 1 f/16' Itlip0937 nfi° $9 MAYS of AWMREINF,-S-2043 ALUM�REINF.-S-2044 ALUM REI`NF.--S-2005 ��0�7:idP ALUM REINF.-S4004 'hi�i8/pNALE� 1S/6' _ 16716T _ Wj-.- 7q6• _. 1/L4- 7/8' L ALUM ROLLER'TRACK,S'2030. ALUM EXT, HEINE. - S-201;1 'PVC COVER- P-5400 NOT5,ALL EXTRUSIONS AREE ALUMJNUM.00@0-T6UNLM OTHERWISE NOTED, A ANCHOR LAYOQT - (FLANG91 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION -BILL ANCHOR NOTE Tt��� RAIL GREATER THAN Ifig"IS PRESENT. LOAGBEARLNGSHIMSSHALLEIE 620PVCt HORIZ. SLIDER NON -IMPACT ,No 58201 3. ANCHOR TYPE, SIZE; qPAqINqAND gW@EpMT SRALLIWA§SSPECIFO IN THESE DRAWINGS, SEETAD ......... )N ANCHORS MUST BEIVIAOEOF T MATERIAL OR COATING- DISSIMILAR METALS OR MATEF�AlsilplCONTAtT WITH PRESSURE TREATED WOOD MUST 4,ALLINSTALLATIC OAPRQTECTE W"ApC�kR9SIONRPISTAN tuGA$Wr.URNER, F�E, # 6020 BE PROTECTED TUPSEVENT REACWTION. f219JASIARALF. S.,INSTALLATION ANCHORS SHALL BE,'IN ACCORDANCE WITH ANCHOR MANUF40TUI�WSIUNST�AIIOti)N�,TFiUCTlOt4S, AND ANCHORS. 5HAL.L NMI! USMWBOBSTRATES WITKblRr;NGTF* UESB THAN THEVINIMUM ;NORTH'PORT. FL34280 iSPECIFIrO IN TAM i.SHEET 6. 4 &ANCHOR EmBEomExTTo SUBSTRATE SHALUSEBEYONOWALLDRESSINGOR STUCCO, FOR�00fiCFtETEICMUOPENINGS,;EMBEOME5NTS14ALL BE BEYONOWOOODUCKS, IFUSED, INTOSUBSTRATE- IX DUCKS ARE ANP!4011d�GHEDULE AN NOW _4ERS 3 OF THE REFERENCE DOCUMENTS: cw5.1031 1:20 TYPICAL HEAD ANCHORAGE SUBSTRATE SYOTHERS SEE TABLET SEALANT BEHIND ;II�--i'�VFr' II '� FLANGE BY INSTALLER I T 1!e MAX SHIM SEALANT BEHIND 'FLANGESY INSTALLER VERTICALSEGTION 6 '•TYPICAI.'S0.LPNCHORAGE B "0 IZONTALSECTION 8 TYPICALJAMS ANCHORAGE TABLE It APPROVED INSTALLATION FASTENERS'"- FRAMETYPE SUBSTRATE TYPE ANCHORTYPE MIN. EMBEDMENT MINWOE DIST. FLANGE CONCRETE (2.0 KS) MN.)- 3116' TIW TAPCON - 14 1.118, FLANGE -- HOLLOW OR GROUFFLLED CMU111T PCF MN.) 3110• ITW TAPCON: 1• Z---' 1 9. 1 FLANGE- HCLLOWmGROUT+XLEO.CMU{AS1MO90) WIG, ELGJ ULTRACON 14/4' "' "-'--2:112' ---- FLANGE. 21SMN. SQUTH@RNPNE,I(0551...-- _.. ....., ORELCO UL7RACON _ _. _. yJO,._... FLANGE 2XMN.SOUTHERNPNE(C0.55) 410 WOOD SCREW, 13/6' 7/w FLANGE 16.%UGE••_(0.00) MN. STEEL:STUD (33;KSIYIELD MR #10,16HILTI KWK--FLEXORIIW TEKS SELF -MUM SCREW 'FULLTHREAD THRU 0.06T 7ry6• IFLAN'E i/0' ALUM. (6063-T5 MN.) OR - IlS-STEEL(33KSIMW) F10 GRADE E SELFTAPPNG I ORILLNGSCfiEVJ FULL THREAD THRU 0.125• 7116' FIN 2XMN.'SOUINERN P➢VE,(G0.55) 1#10WOODEcHEW -'1 1.10 1/2' MIN. EDGE DIST. SUBSTRATE SEETABLEI BY OTHERS tt4`MAY. SHIM---1 SEE TABLET ANCHOR C HORIZONTAL SECTION .6 TYPICAL FN ANCHORAGE HEAD AND BILL SIMILAR FOR FM INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (ASSHOWN INDET. A/6) REO'D AT MTG RAIL SEE SHEET 5 ANCHOR LAYOUT. FLANGE REMOVAL'NOTE: PARTIALLYOR FULLYAEMOVINGYHE FLANGE, UPTO-AND INCLUDING ABOX<FAAME APPLICATION IS ACCEPTABLEPROVIDED: •MINA/4 FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT.'F'ULLPERIMETER, BY INSTALLER. PRODUCTANCHORAGE TS IN ACCORDANCE WITH.REOUIREMENTS AS SHOWN FOR FLANGE WINDOWS, 620 PVC HORIZ SLIDER NON -IMPACT No 5=1 STATE OF �LUCASA. TURNER; RE, FL PE# 56201 1239JWRA'AVE. NORTH PORT, FL34238 PH, 941-36 1514 )NSTALLATION DETAILS" EMK 1 09=14 �CWS-103i A SHEET 1:2 60F q w\ OFFICE USE ONLY: DATEFILED: { 301 1 1 PERMIT # I80 - D36I REVISION FEE: IG.�3 RECEIPT# )y1�l D PLANNING & DEVELOPMENT SERVIC RECEIVED BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE JAN 3 0 2019 FORT PIERCE, FL =82.5852 (772) 4624553 ST. Lucie County APPLICATION FOR BUILDING PERMIT REVISIONS PROJECTINFORMA71ON LOCATION/SITE DETAILED DESCRIPTION OF PROJECT REVISIONS: n _ 1 10 1 u 1 CONTRACTOR INFORMATION: STATE of FL REGJCERT. #: BUSINESS NAME: 7 QUALIFIERS NAME: -T CTTY: PHONE OWNER/BUILDER INFORMATION: ARCHITECT/ENGINEER INFORMATION: CITY: SLCCC: 9123109 Revise w6oleopyl ST. LUCIE CO CERT. #: FAX: -w 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 19 3199 — 3209 Nightfall Circle Permit # 1805-0364 Revision to Bathroom gypsum drywall : January 14, 2019 Bath Wall Detail "A" - Sheet "Fli-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. roster - AIA �� X m THESE PLANS AND ALL PROPOSED WORri ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH..AL-L APPLICABLE CODES. ,v 1E 24 1 N 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 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 19 3199 — 3209 Nightfall Circle Permit # 1805-0364 Revision to Bathroom gypsum drywall : RECEIVED JAN 3 0 2019 ST. Lucie Geuntri rtufnitting 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. Foster - AIA po��EOFF( S���M• C cam`, AR0008511 U OFFICE USE ONLY: DATE FILED: `/. REVISION FEE: (5% PERMIT# I ��/� - C)236q RECEIPT # / 5' 1-alf-- PLANNING & DEVELOPMENT BUILDING & CODE REGULATION Rsizw'D 2300 FORT PIERCE, NFL 3498 BAN 1 g (772) 462.1553 1 ?9/9 peS l�Ncs�4�Eryj�91 �Ep LOCATION/SITE ADDRESS: <. . APPLICATION FOR BUILDING PI PROJECT INFORMATION 3IgA - DETAILED DESCRIPTION OF PROJECT REVISIONS: �1? /. i CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: 74-Q QUALIFIERS NAME: ADDRESS: 2270U 5 Plli� CITY: F-- i /E r — STx PHONE (DAYTIME): -7:&2 - OWNERIBUILDER INFORMATION: NAME: d CITY: Jh) eSi f n,, I to 1,V a (5ti STATE: PHONE (DAYTIME: Cam'/-4-'i li `i-CI&1 ARCHITECT/ENGINEER INFORMATION: NAME: -TO n (n r • • SLCCC: 912 Revised 06/: a�T & i� p¢ {( t ffCCCCCppC: ST. LUCIE CO CERT.-#: U.N54 2 ZIP:��KX� FAX: W109 0117 .f ne copy 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 19 3199 — 3209 Nightfall Circle Permit # 1805-0364 Revision to Florida Product Approval for fire rated entry doors : January 14, 2019 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 adequate resistance to wind loads & forces specified by current code provisions.. OFFICE USE ONLY: J DATE FILED: REVISION FEE: ✓qN F�Fo s 'king 221pI9 4"CIO ?O e c04 ry'Nt LOCATION/SITE PERMIT# R05— O' RECEIPT # I� ' 1 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE nr ^51 f 4 [ FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REV SIOS u PROJECT INFORMATION : a� { a 1 i DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION:.: STATE of FL REG./CERT. #: ( ' W)C O 7c%Lc BUSINESS -NAME: jA(I r\ QUALIFIERS NAME: 71-� << ADDRESS: 29e)0 5 t"G CITY: F� -E'r!' i' _ STATE: PHONE (DAYTIME): -7M� - OWNER/BUILDER INFORMATION: NAME: CITY: (,4 ) PSi Na I (n he, a e -11 STATE: PHONE (DAYTIME: 1P 5':Plll q_3 ARCHITECT/ENGINEER INFORMATION: NAME: - J np (�,` [?, ADDRESS: //')(:)Lzq'v P G'P CITY: r2l RlN ✓ STATE: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 ST. LUCIE CO CERT. #: -.I', : �' )-n r_ ZIP: FAX: ZIP: File Copy ^«riVED 'V 22 2019, ' Permitting Department St. Lucie county December 5, 2018 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 OFFICE USE ONLY: DATE FILED: I -1 REVISION FEE: `7 5 00 LOCATION/SITE PERMIT # I CX - O 310 RECEIPT # 1411qq. PLANNING & DEVELOPMENT SERVICE RECEIVED BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE JAN 10 2019 FORT PIERCE, FL 34982-5652 (772) 462.1553 ST. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT l 1} ``) - REVISIONS: "o J � (P W i ,L,,.) 1lvC It CAa L\n j^ Q 1 fq)v IOL11 - — CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERSNAME: �Q,11�3c fit' ADDRESS: iDn,S CITY: F i lE r'i - STATE: PHONE (DAYTIME): -7M - - 1 Y- I / /1 OWNER/BUILDER INFORMATION: NAME: l�S i (,;. ADDRESS• 3 2 1 5 CITY: () e-SiF cl� P a ( G1 STATE: PHONE (DAYTIME: e 3 ARCHITECTI/ENGINEER INFORMATION: NAME: -..�LY li l �',t ADDRESS:// CITY: EiL STATE: PHONE (DAYTIME): 77,t _ 3-7L7—'�)<-1 by SLCCC: 9123109 Revised 06130117 ST. LUCIE CO,CERT. #: fyif -'L_- ZIP: ':.34?4xo FAX: -D9'?l F File %,upy John M Forster —Architect Member —American Institute of architects — LEED AP 11205 Ridge Ave. Fort Pierce, FL 34982 Florida Ridge. No. 8511 772-370-9464 Planning & Development Services building and code regulation division 2300 Virginia Ave. Fort Pierce, FL 34982 Sedona multifamily project- Building 19 3199-3209 NightFall Circle permit # 1805 — 0364 Revision to window buck installation: details "B" & "E" , Sheet A-5 January 10, 2019 RECEIVED JAN 10 2019 ST. Lucie County, Permitting I�Dp j�BLILDT"G e d �_C1 ST.LUC�U C -kr, ��J L Guy UE�WED BY CO a'^< < PT ON I0U DATL PLANS PE-Mwr MUST BE KEPT Cj FvO p4SP£CTION \VIiL BE • LAME. PT 1 x 4 window buck may be installed with Hardin cut nails. Note the subsequent window insulation will be through -fastened directly to the concrete head and jams. If there are any questions regarding this revision please contact me as listed above. OFFICE USE ONLY: DATE FILED: 5 1 a.3�1 4\ REVISION FEE: Llo • Q) LOCATION/SITE PERMIT# RECEIPT # Mon PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (/72) 462.1553 APPLICATION FOR BUILDING PERMIT REVIS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: MAY 2 3 20i9 STATE of FL REG./CERT. #ST. LUCIE CO CERT. #: BUSINESSNAME: QUALIFIERS NAME: ADDRESS: �'�•�(i =� CJ;..I�, f r%r?!'� iil'�'�r CITY: _FZ;1 /Pi�� STATE: FL-G_ - PHONE (DAYTIME): 77 7 -- - I / ;,'+ FAX: OWNER/BUILDER INFORMATION: CITY: PHONE ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: f--- SLCCC: 9/23/09 Revised 06/30/17 K�p ISI ® ��ve NLE COPY F 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 19 3199 — 3209 Nightfall Circle Permit # 1805-0364 Clarification of Roof Insulation RECEIVED MAY 33 29;9 ST. Lucie county, Permitting 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. John M. Foster - AIA ($ o5 6 3�� REVIEWED FOR CODE COMPLYANC ST. LUCIE Col1N BoCC FILE Copy OFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE e 1171i7Fcc. 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 g�VISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME:q ADDRESS: A70-� 2S CITY: ST. LUCIE CO CERT. #: PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: CITY: r I PHONE(DA ARCHITECT/ENGINEER INFORMATION: ADDRESS: CITY: PHONE (DAYTIME): FAX: FAX: 1. .SiP � it 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 3199 — 3209 Nightfall Circle Permit # 1805-0364 Revision to Sheet "FH-1" Dimensions shown on Sheet FH-1 for location and clearances of lavatory and water closet have been revised. Joh PART TWO: CHAPTER 7 FAIR HOUSING ACT DESIGN MANUAL one 30" X 48" clear floor CLEAR FLOOR SPACE AT clear floor space spaces adjoining RANG.ES9 COOKTOP'Ss 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 fill make a close side approach permitting safer and Deasier reach to controls and cooking surfaces. A y, forward approach, on the other hand, is difficult I� and unsafe, especially when controls are located at i BOO the back, because it requires seated users to lean 0 OO forward over their feet and knees to reach not only ° — I L� 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 provided. Overlapping Clear Floor Spaces and Accessible Route Provide Maneuvering Space user paral 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 l 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 19 3199 — 3209 Nightfall Circle Permit # 1805-0364 Clarification of Roof Insulation ED MAY 23 2919 ST. Lucie 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. John M. Foster-AIA STATE Op W& m