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REVISIONS
OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION SCANNED 2300 VIRGINIA AVENUE BY FORT PIERCE, FL 34982.5652 St. Lucie County (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 21 4 DETAILED DESCRIPT17 OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: 7�Ci n h`•.=_e N c, QUALIFIERS NAME: ADDRESS:, CITY: - l iC'r STATE: PHONE (DAYTIME): 77-) - c.229-7/! OWNER/BUILDER INFORMATION: NAME: . ADDRESS: ,-(Y %n� w CITY: s t a fn heca'"h ST PHONE (DAYTIME: -�i--'/-`/ 111 ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: /M0 ; , liP_ n. - CITY: STATE: PHONE (DAYTIME): '77--L-32e)--c qbC j SLCCC: 9123109 Revised06130117 FILE _30 ST. LUCIE CO CERT. #: FAX: ZIP: FAX: 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 22 3149 — 3159 Morningdew Lane Permit # 1807-0810 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. John M. Foster - AIA �OF FLp�� �Co �M. F0,9 j . I V'�TFReo Fri +� MANS MArE BEEN f S'% LUCIE COUNTY PLAN REVIEW ELEG:� DATE: PLUMB: — DATE: MECFI: 71ATE: FILE Copy OFFICE USE ONLY: DATE FILED: �'5.1' r REVISION FEE: /S00 PERMIT# 1 (l0 / — 0 I D RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 349 � � � o (772)452.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATIONISITE I ADDRESS: `1 r��1n �,1314 •315q �Ocn�nal l.� `QnC. DETAILED DESCRIPTION OF PROJECT REVISIONS:' �, \ 1 _ ( `\ \ A'� n .i i Cd : /C �d_C Tu W 'tear V `� 1 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: { '.1`)C. ( )=): BUSINESSNAME: -.)-6) n QUALIFIERS NAME: -Yn jng < (.0 4 ADDRESS:. CITY: Ff • i /E' STATE: PHONE (DAYTIME): 7�,2 - �'�1 YI / OWNER/BUILDER INFORMATION: ARCRITECT/ENGINEER INFORMATION: NAME: CITY: SLCCC: 9123109 Revised 06I30I17 File COPY ST. LUCIE CO CERT. #: FAX: Permitting Department St. Lucie County, FL • . r '^+s?o4�a .c ti,., � ..< �.�.......x, :- .=,�.. ��'�.. �.t?H.h,�� . 1 �„�aaw-=rf'�+y"Vi fiy. • .r�i�{�.,,_ !� 54'�CA pCAAFrrC'i`SSF. � � I! lf{��1� a `mousiness Professional Regu€afion; � i _ ••._ _ � i� r' i�a: R.-e L.., I e.Pa naa' - a6.'N:'F2c.I r 42ri R .. .� on.n' f �•9in' d PApproval USER:EW PUb publip User e 5^u.tt4prn Prodn[.r Aonmva�> proud or Aoollca[ion Search > AmllaHon List> ApplleoUon Oetnll FL #? 1-1735541.3 Application Type Affirmation Code Version 2017 Application Status Approved' "'=-,rf-ae Comments Archived Product Manufacturer Address/Phone/Email 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 Certified By File THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO CCMPLY WITH ALL APPLICABLE CCD1E, om Wlndow:5ystems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368=6922 Ext291 jlathrop@cws:cc Kevin Pine kpine@cws.cc Erin Koss 1900 W 44try Ave. O- r FL 34474' 368-6922 Ext 291 y ek s@cws.cc kDSO$ i4th Ave: 4474M FLOM -368-6922 Ext.291' V athrdp@C1+/S.cC Windows O CD IM oNzoptal-Slldec • Iv Certification Mark or Listing Keystone Certifications, Inc. r N 7 Steven M. Urich, PE r-t KdU d LP14KCFfg rX611%2bug%3d%3d Year 2008 2004 Page 1 of 3 V Florida Building Code Online 10/31118, 4:02 AM , 01 affirm that More are,no changes l0 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 r;Yes (DNo ON/A. Product Approval Method Daite'Submitted Date..Validated Date -Pending FBC Approval Date Approved Summary of Products Method 1 Option A 09/14/2017 09/14/2017 09/15/2017 FL td Model, Number or Name. Description 17355,1 •, H5; 620 Vinyl Horizontal Slider XO -HS-620, Vinyl Horizontal Slider, XOr Non,lmpact, Limits of use - - Cerpfication Agr,ncy;Certificate Approved for use In HVHZ:. No FL17355 hi C CAC CAR 138-1315'.odf Approved for use;outside HVHZ: Yes 8-1316 odf Impact Resistant: No Design Pressure:. N/A Fia7355 R3C CAC CAR-1381334.odf' Quality Assurance Contract, Expiration Data Other: Max.. sizes' 74" x 63" and 740 x 72". See Installation 10116/2018 .. details for DPs. Glass compiles with. ASTM E1300-04. _. Installation Instructions FL17355 R3 II CWS-1031AIH5-620, XOS.odf Verified By:. lalcas A. TOrrfer PE-58201 Created by,Independent'rhird Party: Yes Evaluation' Reports FL17355 R3 AS EvalReo CWS-1031A 1HSi620, X01.odf Created, 6yIndependent:Third Party: Yes 17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620, Vinyl Horizontal Slider, XQX, Non -Impact. Limits of Use Certification: Agency Certificate Approved for use in HVHZ: No FL17355 R3 C-CAC CAR df, 138-1341.o Approved for use outside HVHZ: Yes FS,17355 R3 C CAC_t AR. 13-1342.ndf Impact Resistant: No Quality --Assurance Contract ExpirationDate Design Pressure: N/A 03/30/2Q14 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 FLi7355 g3_jj CW5-i067 (HS-620. X, OX E1300-04. Verified By; Lucas A. TOner PE 582QS_ Created 4y I(iifependentThlyd Party: Yes' Evaluation Reports F(1.355 R3! AE EvalRen CWS-1667 (Hc-620 XOX)odf Created by independeulfThlyd� Party: Yes" 17355.3 HS-620 Vinyl Horizontaf,slider XX HS7620 VInyL Horizontal Slider,,Xx: Non, -Impact, Limits of Use CerdfiwNon;Agepcy Certificate Approved for use In HVHZ: No i-L17355 R3 C CAC CPR n 132&odf I rt Approved for use outside HVHZ: Yes F 17 5 CAC CAR.138 1329� odf' Impact Resistant: No FL17355 R3S CAC CAR 138.1337 ndf, Design Pressure: N/A FL17355. 133; C C&C CAR 138-1333 odf Other: Ma)(. sizes: 74° x W and 74" x 72". See Installation Quality Assurance Contract Expiration bate: detail for DPs. Glasscomplies to. ASTM E1360-04. - 12(10/2018'. Installation Instructions fL17iSS R3 11 CWS-1059 (Hc-6 0 Xx)odf Verified BytLucas A.'Turner PE-58201 Created. by IndependentThlyd Party: Yes: Evaluation Reports FL17355 R3• 6E EV81Reo CWS-1059.tkSy 626;, XX).odf Created by Independent.Third. Party:. Yes htips://floridebuild.ng.org/pr/pr-app-dti.aspX?param=wGEVXQwtDgsRyNwINW6rY%2btGXSTDFNwhGl KdUdLPi4K6H�rXgt1%2bbg%3d%3d Page 2 of 3 HORIZONTAL SLIDER - NON -IMPACT 75114' ELAND T4' MA,ly F HWIDTH IS DLO 1/4' GHT 74nX D I UNIT HEIGHT w )B• X MAX. SASH HEIGHT ' S4J718:. GLASS m-0 TABLE OF CONTENTS .GENERALNOTESB ELEVATIONS-1 DP CHARTS &GLAZING DETAIL -_,T EXTRUSIONS NCHORSCeEDNOTES„-....8 INSTALLATION DETAIL. IL..: 4 GENERAL NOTES: 1. THE PRODUCTSHOWN HEREIN IS DESIGNEDAND MANUFACTURED TO COMPLY W TTIi THE FLORIUABUILDING CODE (FBCI.CURRENT EDITION. 2. GLAZING OPTIONS:.ISEESHEET 2) 3. CONFIGURATIONS:'OX' OR'XO'. 4- DESIGN PRESSURE RATING (SEE SHEET 21: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE, AND GLASS TABLES ASTM E-1300 04. -POSITIVE DESIGN LOADS BASED. ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTMS-1300-04. 9 BEEN USED ANCHOR USED FOR 7-ALL FRAMES AND VENTS FULLY WELDED. 8. SERIES / MODEL DESIGNATION HS-M. 9. THE DESIGNATION XAND, O STAND FOR THE FOLLOWING: ' X- OPERABLE SASH, 0. FIXED SASH- 1D. SECTION GALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR -LOCATION. 11: BOTH AL W EEP SLOT=5/i6'x 2-18'tOCATED 4.12' FROM.. BOTHENDS. MAX. UNIT 2011 MTG, RAIL DESIGN:FRESSURE RATING IMPACTRATING 74" x 63" '. NO SEE' COMPARATIVE ANALYSIS CHARTS, SHEET 2 NONE — - .I Lucas A. Turner 2015.04-27 2:1:03-04:00 19D0 SW 441H AYE, OCALA. FLORIDA 34474 WWW.CWS.CC 620 PVC HOW. SLIDER NON4MPACT 582D1 t TE OF LLICAS'A. TURNER, P.E. FL PE Y. 58201 12390ARARAAVE. NORTH PORT, FL 34288 PH.941-380-1574 GENERAL NOTES AND ELEVATIONS Etv1K 09123(14 CW&1031 JB�A 1:25 r FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT-'OX' or"XO" WITH GLASS TYPES 'A, D, C; ORD . \!(113AVIYLIY Unit UnittfAlght Wig 35112 3912 4312 47112 11 55112 '591/2 63 N7NOOWtITITE? $ 39112-+50/.75 ♦50 -75 +50 -75' 45005 +SD .75-.+50/-75 +50 -75-+50/-75 _ 1900SW44THAVE. OCALA, FLORIDA 34474 4, 1/2 +50/-75 +50/-75 '- -.. +50/-75 +50/'-75 +50 -75' ' -75 +SD/-75 +50/-72:6' 7B• OVERALL 7B' OVERALL WWW.CWS.CC _ 47 f2 +5p -75 +50/-75 4507.75 ♦S0/-75 +50145 +50/-75 +50/-70.2 +50/-665 iB' ANNEALED 1B• TEMPERED 51 12 +50/-75 +50/.75 +50/•75 +5p/-75 + -75 +50/-74 +50/-675 +Sp -621 12 +50 -75 +50 -75 +50 •75 ♦50/'•75 - +50 -713 +50 -65 +SO/-504 906"AIRSPACE - 9LIVAIRSPACE 620.PVC 2 +50 -75 +50 -75 +50 •75' +50/•75' + - +50 -65.1 +50/-62 - +50 -S7.s 1B' ANNEALED 16'TE1.IPEREa : HORIZ SLIDER 63 12 +50 -67.9 +50/-67.9 +50 -67.9 +SO/-67.9 +50/-67.9 " -50 -65.4 +50/.59:4 +50 -55 6712-W/-6D1 +SO -6a1 +50 40.1 +50/-6a1 +50 -60.1-+50/-60.1 +50 -57.2 +Sof_5L9 MKAFLEX552013 SIKAFLEX552OR NON -IMPACT 71112 +50/-53.6 +50/-516 +501-516' +•A -53.6 +50 -53.6 +5f1 .53.6 +50/-53.6 +W/-51 '"B PL9LFECT GlA2E •H' 36 PURFECT GLAZE'M +SO -50 +SO/-50 a50 -50 +50 --50 +50 -50 +50 -50 +50 .50 �1 N S/6'OLASS BITE 5!e`-GLASSBITE �Q a 2T N E o 8 0 g >> 0 �'¢ 6 _ GLASS TYPE A GLASSTYPE B 7B' OVERALL 7B' OVERALL 0 3/16' ANNEALED -3'16' TEMPERED G Z 7/16 AIRSPACE 7/16" AIRSPACE �+AS\VUD 1611"o A, FIN ORRM[EWUCOWWRIl Mll WTGRALFEM E$MPf�SURESFDREDUALSPIIf'09P m'X/C".WRH GLASSTIPES CORD YlV ANNEALED WIV TEMPERED ,`�r•�pyr1`"1-�OENp�;���y Unit UnIl HAI9ht SII(AFLE%552 OR SIKAFLEX.552 OR v ��_.. - PLIRFECT GLAZE-W PURFRGTGLAZE 'If `"'/? No 58201 }9C- Width 35112p+50t-75 12 431/2 47172 .. _ 61.112 56112 59112 63.1/2 67 V2... 72 391/2 450/-75-75 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 +50/-75. •+50/-75 +50/•75 S:Qi 7¢z SITOIASS BITE SIT OLA&S BITE ''+91r CTA7E OF rOIC 43112 +SO/•75-75 '+50 -75 ♦50/-75 +501-75` •+50/=75 +50 .]5 .. +501.75 .+50/-75 +50 -74,4 471/2 +501-7575 ,+50 /-75 +501-75 +50' -75. +50 - .+50 -75 - 450/-75 +SD .74.9 450/.69.3' ,1 •F'Y'(ORS112'"-+50/-J5-75. .+50 -75- +50 -75 +50-75,-+50' -75 +50 -75 +SO .75 +$D/-70.4 r5D -650551/2 +50/-7575 +50/-75 +501.75 +50/-75 +50' -75 +50/-75 +50/-7L9 +50/-66.5 +50/-614 ylf ills,5912 +50 -75S •+50 --75 450 45 +50/-75 +50 -75 +50/-74.6 +50 -68.4 +50' -61203'1/2 +50/-57.97.9. +50/-67.9 +50-67.9 +50 -67,9 +50/"67.9 -+50 '-67. +50 -65:5 AD -60.4 50 -5i5671/2 -+50 -60.1:-1 +50' •6a1 +W >6a1 +50 - 60.1 +50 =50.1 +50 -6a1. +50 '•60.'1 4SOO -57.9+50 -53.2]7Y/2 '+50 -51653.6: +50/.516 +50/=53.5-+50/--53.6 +50 -53.6 +50 -53.6 +50 -53.6. +50/-516 +50/-SL21 'L1ICASA. TURNER; P:E74 '+50 -SG150 :+50 -50 +SO :50: +90/.-50 .+50 -50 +50 -50 +5D/-50 +50/-5D +50/-SO 1 Fl. PEJA8 58201 No-m PORT, FL "288 .GLASS TYPE C GLASSTYPE D PR 941?380.1674 DESIGN PRESSURE CHARTS AND GLAZING ; DETAILS 'EMK 09(23/14 NOTE: OWS•1031 A IESMILVTENDED IS NOT SHOWN, USE NEKT LARGER SIZE, SHEET 1.to 2OF6 FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT •OX' n'1LO" WITH GLASS TYPES A, S, C, OR D _ Unit Unil MelgM - width. 3512 391/2 a1+2. 471/2 5112 651/2 5912 83 - 3912 +50 •75 +50 -75 +50 --'75 - ±50 -75" +50 -75 +50 -]5 +50- -70.6 43 Na +sD/as +w -]s +so/-7s +sD/as +s0/•7s +sD aa1 ,So!-6s.a 4712 +50 -75 .+50/-75 +50 /-75 +50/-75 +SO -715 +50 •65.5 +50 -61 53112 +SO/-75 +50/-I5 +50/-75. 450/-74:5 +50/-67.5 +50/-61:7 +50/-57.4 5512 +50/-75 +50 -75 +5p -75 +50 -75 +50/-71 a50/-64.1 +50 -55$ +50/-S4,Q b91/2 +50 -69.6 +5p -69.6 a50 -69.6 +50/-69.6 +50 -68' +50/-6L3 a50 -55.8 ' +50 -518 6312 +50 -611 +50/-613 +50 .61.1 +50 -58.9 +50 .53.5 +49.5 -49.6 0712 +5p -54.1 +5D -54:1- +5D/-54.1:. +59/-54.1 ,+50 -54:1 +50 -SLS a47.6'(-07.6' 7112 +452/•4S2 +q82' -052 +452 :48.2 +452/-41L2 .+48.2/d6.2 +4$2/-48.2 +d5.2/-48:2 a45.9/-455 76 +451/-453 +45 -45 +45 :-05 +45 -45 +45 -05 +45 •45 +45 -05 I 19w SW 44TH AVE 4 it 6 3 2 t a „ ,e OCALA FLORIDA 34474 WWW.CWS.CC 620 PVC HORIZ SLIDER' NON -IMPACT' 14 v L 9 3 V) 4 SECTION VIEW &B U p G Q Z 9 INTERIOR ,,•4•••�OREyyrT���4� �3{ No SRZDt :b eQ:3 "� BTATE: OF 4t 4 4I/Iunn44P i . 22075 -.-- j' SECTION VIEW D-D. MTORAIL REINFOROEMENT(2313) REQUIRED LUCAS A. TURNER, PEE, FL -PE #58201 -- `— --- -- ON UNIT HEIGHTS ABOVE Or /28B-1ABJASARp AA AVE. 4 NORTHFORT, FL34253 " SECTIONVIEWS SECTION VIEW A -A EMI@ 0$12,V14 SEOTION,VIEW.GO mak_.. ALTERNATE FIN.FRAME CWS1031 A ITEMS NOT SHOWN FOR CLARITY: SHEET 7.3,101,12 t5-16A 21 1:2, 30176 8 1 l 5 4 tl6' 1 fy16' I t/16' PVC MAIN FRAME-H-6127 PVCGTOP/BTM RAIL . H6140 CORNERWELD ALL SIDES 1:6 �l-0tflC e- off. 7jI- y76. Ltf—I 1 Iy6' 11- 3 PVC INTERLOCK RAIL -H6135 PVC DRAW RAIL -8139 ALUM INTERLOCK-.S-2029 PVC GLALNO READ -S-6141 l tilfi' 1116 1y16`�1 �15!I6`� �y16'y 1 y16 1 1/16" I 1 1(16` .---tn 1(16' li 6_ +7 ow n6 ALUM REINF.-S-2043 ALUM .REINF.-S-2044 ALUM REINF,8,2005 ' ALUM REINF.-S$004 y8' 19116' yg• lilb' ALUM ROLLER TRACK -S-2030 ALUM EXT. REINF.-8.201j PVC COVER -P•5400 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6083•TB UNLESS OTHERWISE NOTED. 620 PVC NORM SLIDER NON•IMPACT 1b 58204 i STATE OF LUCAS A. TURNER, P.E. FL PE 0 M201 1239 JA9ARA AVF NORTH PORT; FL34288 iPH. 941•S40-1574 EMK 09/2: ffaa CWS-1031: A SHE L2 401 ANCHOR AT FOR UNIT H 8 -MAX. ITY W MAX (TV ANCHOR LMU-r - (FLANGQ NOTES: 1,INSTALL. ONEANCHOR AT EACH INSTALLATION LOCATION..S.ILLAN.CR 2. SHIM AS REQATVACH INSTALLATION ANCHOR USING LOAD BEARING CONSTRUCTED OF HIGH DENSITY PLASIIJOOFI WTEfL,,WOPDPtIMS NOTE RAIL GREATER THAN 111WIS PRESENT. LOAOBEAAING SHIMS SHALL BE 3. M9140A TYPECSLZE; SPACING AND EMBEDMENT SHALLOS AS'SPECIFIED IN THESE. PAWINGS, SEE -TABLE 1, SHEETS. 4. ALL INSTALLATION ANCHORS MUST BEMAOE OF GAPRCFYtClED W" A CORROSION RESISTANT MATERIALOR COATING. DISSIMILAR METALS OR MATERIALS INCONTAtT WITH PRESSURE TREATED WOOD MUST BEPEIOMTED'rO'Pf[EVE-i4TRr;ACTkON. 5ANSTALLATION ANCHORS SHAIIILSFiJN ACCORDANCE WITH ANCHOR MANUI%CTURERSANSTALLAIJON INJTRVCTIONS,AND,ANQH0135,9HALLNOT BE MOM SLIPS W—TJES WITH STRENGTHS LESSTHAN THWJNIMUM SPECKED INTABLE i.SHEET6. S. ANCH&R EMBEDMENT TO -SUBSTRATE SHALL13E BEYONDWAU. DRESSINGOR STUCCO, FOR CONCMEtCMU OPENINGS, EMBEOMENTS11ALL BE BEYOND WOOD BUCKS, [FUSED, INTOSUBSTRATE - IX BU= ARE OPTIONAL. 7. A MINIMUMCEN MR -TO -CENTER SPAOIN0,SHACC asmAlwAINED BOYVON ALL FASTENERS: P' FOR MAs"i " FORVYOOANGMIO%L. 620PVC HORMSUDER NON -IMPACT 'CWS4031 I A 1:20 TYPICAL HEAD ANCHORAGE PEPoSTALLESEALANT / '_ 7 ' INSIDE OUT _ SEALANT SEHIND �1/a• MAX. SHM FIANGEBYINSTALLER SEALANTBEHND FLANGEBY INSTALLER VERTICALSECTION . . 6' 'aPXJAL5ILLANL;KvRAGE' e6 B HORIZONTALSEOHON ' TYPICALJAMOANCHORAGE TABLET: APPROVED INSTALLATION FASTENERS - -- - .- FRAMETYPE SUBSTRATE TYPE ANCHOR.TYPE MIN. WOE LAST. FLANGE CONCRETE(&OKSIMN.). 0/i6'IIW TAPCON FLANGE HOLLOW OR GROUFFLLEOCMtl(117PCF'MU) 3116-RW^TAPCON.FLANGE. HOLLOW-OT GBOUi{J.LED CMU(ASTM OOD1 S(lir.ELCO:ULTRACON p7WHAUD.OW S:12„FLANGE; 2X MN.SOUIHER17f.NE(0+0;5,5} OR EEM ULTRACON FLANGE 9(MN•SOUTHERNPNE(".EE) C10WOODSCREW. 71W FLANGE RIGAUGE'(0.060")MN.STEEL3TUD MN) A10-16Hl'nKWK+LEXOR lV(33:KSIYELD iEKS SELF-MUMSCREW /I6' FLANGE Vir ALUM (6(63T5 MW.) OR: 1/T.STEEL(33KSIMN} F10 GRADE SSELT"TAFPNG/ DR-LMSCREW FULL THREAD THRU 0,125' 711C, FIN._ .._ 2XMK'SOUTFERN PINE{G.OSSJ _ 410 WOOD SCREW . - itY 1/7 MAX. 620 PVC HORIZ. SLIDER NON -IMPACT �. HOWZONTAL SECTION 6 TYPICAL'FN ANCHORAGE HEAD AND; LL SWIIAR FOR FIN INSTALLATION NOTE ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN'DE r.SEE SHEET 5 AN HOR6LAYOUT. MTG RAIL *No 58201 BTATE'OF' BOX INSTALLATION FLANGE REMOVAL'NOTEEPARTIALLYOR FULLYREMOVINGTHE FLANGE, UPTO AND INCLUDINGA$OX-FRAMEAPPLICATION IS ACCEPTABLEPROVIDED:' EMK 09/23174 -.MIN. 1/4•FILCET:OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT; RILL 'PERIMETETL,BYINSTAILLER. CWS-103t A PRODUCTANHORAGEIS-IN ACCOROANCE WLTKREOUIREMENT.S AS SHOWN EOR FLANGE WINDOWS. 2 .SHEET BOFB 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 22 3149 — 3159 Morningdew Lane Permit # 1807-0810 Revision to Product Approval Affidavit - Windows Horizontal rolling windows - Custom Window Systems, Inc.; FL# 17355.1 - #HS-620 vinyl frame, non -impact rated, insulated windows may be substituted for the PGT window presently shown on the issued Permit plans. U value = 0.33, VT = 0.45, SHGC = 0.19, infiltration < 0.3, Design Pressure = + 50 (-)75 psf. I have reviewed the above listed components & cladding & have approved their use in this structure. These products provide adequate resistance to wind loads & forces specified by current code provisions. If there are any questions regarding this revision, please contact me as listed above. lS..� � •yy J J .. File i) p 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 22 3149 — 3159 Morningdew Lane Permit # 1807-0810 Revision to Product Approval Affidavit - Windows Horizontal rolling windows - Custom Window Systems, Inc.; FL# 17355.1 - #HS-620 vinyl frame, non -impact rated, insulated windows may be substituted for the PGT window presently shown on the issued Permit plans. U value = 0.33, VT = 0.45, SHGC = 0.19, infiltration < 0.3, Design Pressure = + 50 (-)75 psf. I have reviewed the above listed components & cladding & have approved their use in this structure. These products provide adequate resistance to wind loads & forces specified by current code provisions. If there are any questions regarding this revision, please contact me as listed above. John M. �'CPTE OFF< "O� f M FOS'O��O fb C) OFFICE USE ONLY: DATE FILED: S / q. REVISION FEE: �J d PERMIT # I g(l (' ( (1 1 O RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 482.7553 APPLICATION FOR BUILDING PERMIT RIEVI PROJECT INFORMATION LOCATION/SITE ADDRESS: G L _ K� A �u 17 -�I �`/� 3) DETAILED DESCRIPTION OF PROJECT REVISIONS: Z.,1" � l)e-K CONTRACTOR INFORMATION: STATE of FL REGJCERT. 9. (_ BUSINESS NAME: 7 1 i QUALIFIERS NAME: q ADDRESS: 74Y; _5 CITY: F-�- . t-CZ PHONE (DAYTIME): _7-7 -2 - OWNER/BUILDER INFORMATION: NAME: ADDRESS: ,9 CITY: " r PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: -)kn it ADDRESS• &�J'� CITY:ST PHONE (DAYTIME): 77�� �•?D �•'-fCz File C SLCCC: 9123109 Revised 06130117 r)- ST. LUCIE CO CERT. #: FAX: FAX: FEB - 5 2019 Permitting Department St. Lucie County, FL SION a John M. Foster - Architect Member - American Institute of Architects - LEED AP January 10, 2019 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division %-aC//T' �,^.�.� . 2300 Virginia Avenue ST. LUCIE COU\-IFY BLIIDn:r Drv=N g REV7E«'ED FO MUNC zt Ft. Pierce, Florida 34982 REVIEWED I' DATE PLAINS AIv P fII AIUS BE KEPT JOB Sedona Multi -family project - Building 22c„ Aa -INSPECTION WILL BE MADE. 3149 — 3159 Morningdew Lane Permit # 1807-0810 Revision to window buck installation: Details 'B" & " E", Sheet A-5. PT 1 x4 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. 111/////<//•�'� •'�7� 1 � �o- AR0008511 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REdUIRED BYfIELD INSPECTORS THAT MAY BE NECESSARY III ORDER TO COMPLY WITH ALL APPLICABLE CODSB. r File C®py rt ((D rt � M Co CD o Co aws Ell M rn John M. Foster - Architect Member - American Institute of Architects - LEED AP January 10, 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 22 3149 — 3159 Morningdew Lane Permit # 1807-0810 Revision to window buck installation: Details "B" & "E", Sheet A-5. PT 1x4 window bucks may be installed with hardened cut nails. Note that subsequent window installation will be thru-fastened directly to the concrete head and jambs. If there are any questions regarding thlS revision, please contact me as listed above. FLOf_ Foxe : o��, p,R0008511 v Ism rr i rf _'l m lD to to On � � ) �' 3 r� OFFICE USE ONLY: DATE FILED: REVISION FEE: ��• C) LOCATION/SITE ADDRESS: C PERMIT # 75C1 1 - a RECEIPT # PLANNING & DEVELOPMENT SERVICES 'BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 REVISION (172) 452.7553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: n n I � i CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ( ' Y° 7 BUSINESS NAME: -J-0 QUALIFIERS NAME: �Gtry ir_�> (mac ADDRESS:. j2'700 5 CITY: Cf STATE: PHONE (DAYTIME): 7'7 -? -• LS LL OWNER/BUILDER INFORMATION: NAME: CITY: -31SDI 1�1orr. „el 10..E G—^ It - ARCHITECT/ENGINEER INFORMATION: I'F.,Ikt� CITY: SLCCC: 9123109 Revised 06130117 ST. LUCIE CO CERT. #: i FAX: FAX: File FEB _5 2019 Permitting Department St. Lucie County, FL 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 22 3149 — 3159 Morningdew Lane Permit # 1807-0810 Revision to Florida Product Approval for fire rated entry doors : Gensteel Doors, Inc. "Genstorm , impact rated, insulated galvanized 18 gage galvanized steel frame & 20 gage galvanized steel door panel may be substituted for the Schlage "Steelcraft" units presently shown on the issued Permit plans. Door panel and frame shall be prepared to receive a UL Label automatic door closer. Per NOA 17-0803.01, this door & frame has a design pressure rating of + - 65 psf, exceeding the requirements of ASCE 7-10, Figure 30.5-1 component & cladding net design wind pressure of +44.0 psf, (-)47.9 psf. Additionally, the door panel shall bear a Warnock Hersey Mark of 90 minute fire rating. Pemko #2005AT ADA compliant threshold per the NOA shall be supplied as a pert of the door package. A UL Label automatic door closer shall be installed per manufacturer's requirements. I have reviewed the above listed components & cladding & have approved their use in this structure. These products provide adequate resistance to wind loads & forces specified by current code provisions. John M. rst�c-�,-4,K,AkoMx, y A 098611 ke File 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 22 3149 — 3159 Momingdew Lane Permit # 1807-0810 Revision to Florida Product Approval for fire rated entry doors : Gensteel Doors, Inc. "Genstorm , impact rated, insulated galvanized 18 gage galvanized steel frame & 20 gage galvanized steel door panel may be substituted for the Schlage "Steelcraft" units presently shown on the issued Permit plans. Door panel and frame shall be prepared to receive a UL Label automatic door closer. Per NOA 17-0803.01, this door & frame has a design pressure rating of + - 65 psf, exceeding the requirements of ASCE 7-10, Figure 30.5-1 component & cladding net design wind pressure of +44.0 psf, (-)47.9 psf. Additionally, the door panel shall bear a Warnock Hersey Mark of 90 minute fire rating. Pemko #2005AT ADA compliant threshold per the NOA shall be supplied as a pert of the door package. A UL Label automatic door closer shall be installed per manufacturer's requirements. I have reviewed the above listed components & cladding & have approved their use in this structure. These products provide adequate resistance to wind loads & forces specified by current code provisions. �OF FL9 9I FOST� John M. °ster -O rLnY r� C rt "rl n � m to W i M m � o a' 0 `G rat -n i r� i ga7-6y� ST. LUCIE COUNTY BUILDDIG TD1_v !CN REVIF.N\'FD FOR Csl0'FF . I /) DEPARTMENT OF REGULATORY AND BOARD AND CODE ADMINISTRATION Genteel Doors Ville St. Laurent, Quebec, Canada H4T1K6 WILL aih MARL AI AI%H-DADS COUNTY ;' �PRODUCr CONTROL SECTION 11805 S W 26 Street, Room 208 J013 - Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 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 (AM). 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 Velocity Hurricane Zone. APPROVAL DOCUMENT: Srawing No. AD10-01. titled "Genstorm Outswing Steel Door System - LNT , sheet 1 through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade CD11aty Product Control Section. MISSILE IMPACT RATlw La ee Missile Impact Resistant Limitations: 1. See Design Pressures in sheet 1. See anchor options in sheet 2 and Hardware options in sheet 6. Max. Exterior (positive) DP=+65, where water infiltration requirement is needed. 2. Options #1 and 6 require total two (2) surface bolts (top/bottom) on active panel of the single or double doors. LABELING: Each unit shall bear one of the following permanent labels: Genteel Doors Inc. Gensteel Doors Inc. North American Doors Corp. 4950 Hickmore Street 2135 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, Canada K6H71vf4 Plattsburgh, NY 12901-1911 and series and the statement. "Miami -Dade County Product Control Approved". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -I expiration date may be displayed in advertising literature. If any portion of in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by shall be available for inspection at thejob site at the request of the Building This NOA revises NOA #15-0825.04 and consists of this page 1 and evider document mentioned above. ggpp,�,@@��,���ppp ! The submitted doc`��>"ftfAptr'�Cll aw- Chanda, P.E. ! OUIRED BY FIELD INSPECTORS THUcopy antFanoeCOU BENECESSARYINORDERTO Itt. ta • . •. I PLY WITH ALL APPLICABLE COIIES.. PY followed by the NOA No.1T-08AOr Expiration Date: July 14, 2020 Approval Date: December 28, 2017 Pagel Genteel 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 "Genstorm Outswing Steel Door System - LW', 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 N10-1203.02/05-0127.11) 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. Causo, 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 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 Out wing 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" Edition), prepared by MCY Engineering, Inc, dated 08/21/15, signed and sealed by Yping Wang, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1.- Tensile Test per ASTM A370-05 item B (1) (7) 2. - Tensile test report NO. FTL 5877 per ASTM A370-05 dated 10/13/09, issued by Fenestration Testing Lab, signed and sealed by Julio Gonzales, P.E. (submitted under file # 10-1203.02). F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51 Edition), dated 08/20/I5, 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. lsl�4� \. U,4� ,— Ishaq I.'Chanda, P.E. Product Control Examiner NOA No. I7-0803.01 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 Genteel Door Inc, approved on 11/14/08. 3. Distribution agreement between Genteel 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 - LMP', 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 (50i Edition) &FBC 2017 (6�h Edition) dated 05/16/17, prepared by MCY Engine . c., signed and se e y ipmg fang; P E. ` G. OTHER 1. This NOA revises NOA # 15-0825.04, expiring 07/14/20. 2. Test Proposal #17-0053 dated FEB 03, 2017 approved by RER Ishaq I. Chanda, P.E. Product Control Examiner NOA No. I7-0803.01 Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-2 SNEET] ANCHORLAYOUT — ,roRAPE. cNLn (FFAME'MOTN) 957W MAX (DOOp OPENING) A ^ v+ray C oC jf + DEIMLON ' µFETi +'IW.EIIVE'.'• By'MAIT. 1 1T BILL CORNERS MAX I L' L , N� 5� `IX1M.WCWJRSFOP M'CIgRMONUW OIRY :� iY•�' r•ACTVE^ '2 ^j�'h}'1NK PNCMPi TPE-i'DP (ra) LVMINUN TUBE I<'LD. 41'WIOLONL. DOUBLE DOOR TYP. ELEVATION SERIES GENSTORM OFADUE OUTSNING STEEL DOOR ILMR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLYLMTH THE REQUIREMENTS OF THE YIN MOTION VLOR104 BUILDING CODE(2017) WCLUDIN HIGH VELOCITY HURRICANE MILE (RVHZL -DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. - DOORS APPROVED FOR INSTALLATIONS MERE VIATER INFILTRATION RESISTANCE IS NOT REQUIRED. (SINGLE HIMSELF ADHESNE CLOSED CELL 50 MTAPE TO BE APPLIED ENTIRE PERIMETER OF FRAMER -ANCHORS SHALL BE AS LISTED, SPACED AS SHOVM ON DETAILS. ANCHORS EMBEDMENTTO BASE MATERMISHALL BE BEYOND WALL DRESSING OR STUCCO. -ANCHORING OR LOADING CONDITIONS NOT SHORAN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL - MATERIALS INCLUDING BUT NOT UNITED TO S113RUNETAL SCREWS THAT COME INTO CONTACT MIN OTHER DISSIMILAR MATERIALS SMALL MEETTHE REQUIREMENTS OF THE SHIN EDITION FLORIDA BUILDING CODE ("17) SECTION AS APPUCABL I -METALBTRUCTURESNOTBYGENSTEEDOORCO. MUSTSUPPORTLOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. DESIGN LOAD FoesuE�nxorm AeovEDRauNLFn -66.0EOBYGPCI fi5.0 PSF -65.0 PSF - ULTMATE DESIGN LOAD OBTAINED FROMASCETAC= BY 0.0, SHALL SE LESS THAN OR EQUAL TO MAX DESIGN LO -Im DOCUMENT, -MIADO CKSBYOMERS MUSTBEANCHORED PROPERLYTO TRANSFER LOADS TO THE STRUCTURE. -ALOADDURATIONFACTORINALLOW' MSTRESSISUSED -DOORPANEL-MN,20GA(OMn STE MM,FY,55KSIMN- N FIMO KSI MIN. BOOR FRAME: MIN. IS CA(O."al STEEL MIN. FY •KB KSI MIN., Fw53 "I MIN. -DOORPANETSTNNLESSOPrMNiPGICTO.OTY)STAINLESS STEEL DOOR PANELMEETINO MIN. FY=65 KSI, F,SS KSI MINOR BETTER VAY QUALIFY HAVING TBLLERTIFlCATE' AS A VEMFICATpN OG TNEAVAMBLE MIN. YIELD STRENGIN. -DOORFSAME STAINLESB OPTION: 1e GA IRGNJ STMNUSS STEEL DMR FRWEEM=NG MIN FY • MI KSI, FM'S5 KSI MIN.OR BETTER MAY pMKIFY XAVWG HILL.GEgTIFlCATE'ASAVEAIFlCATON OF TNEAVMIABLE MIN: YIELD STRENGTH. NOTES, EGRESS REQUIREMENTS TO BE RENEWED BY BUILDING OFFICIAL SILL CORNERS (K) SINGLE DOOR TYP. ELEVATION HARDWARE CONFIGURATION OPTION 1 THRU 10 FOR ACTIVE PANEL ONLY n 1a' MAX -�ryANEL WOAD) R13 ro,, 9 Ong j 1 A1313 PO ; OPTIONAL EMBOSSED DOOR LEAF PATTERNS: dUY 15 2111/ SUBDUE EM V MD YIPINC WANG, PL v iN/SI)VS PR\ 14 i7�YNG RCRIDA REGISTRATION 520677 0w..r4 1�-rJ903� -� CAN.PE • +.ryrTjDF�D•1I[ 1TDZO ISI.a- I•UO.MY �J/��7��� COUNTY E AD10-01 SHEET 1 OF 8 CONCRETE - 5 � N m ® N M WP. EPLATE 131TYP. hVCHORS 2j 1i1 X11/4" �jTECH SRE F- u_ HEAD DETAIL IOp03PT%p4Y A WAE _ I 0 m W xO � W btl'TEN /: ' p SCREWS Y 'CO.0 4�y 11? TYPICAL THRESHOLD RATED FOR WATER RESISTANCE FOR SPACM TYPICAL THRESHOLD%1 RATED FOR WATER RESISTANC %0 W HEAD DETAIL A • " SEESN IFOR DGEDI WKMA 10R SEE VJZADGN FOR SPAGNO OPTIONALTHRESHOLD Q RATEOFORWATERRESISTANCE HEAD DETAIL A HEAD DETAIL_(A FM WJREPITpIY TYPICAL ANCHORS (a) THRESHOLD: TYPE F.1 1/4' OR 516" DIA. ULTRACONS BY'ELCO' FY = 155 KSI Fu DIRECTLY INTO fc'=300D PSI MIN. CONCRETE 1-12" MIN. EMBED 2-1/Z' MIN. EDGE DISTANCE TYPE F.2 1/4"TAPCON BY ITW FY=90 KSI Fu-120 KSI DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE 1-12" MIN. EMBED 2-12" MIN. EDGE DISTANCE SEALANT: ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT PERIMETER ALL SCREWS SEALED IMTH GE SILICONE It ANCHOR A JAMB BOTTOM CORNER: ANCHOR 0 REMOVABLE MULLION BOTTOM: ANCHORRREMOVABLE MULLION TMULLION T TYPE F.3 3/IW DIA. ULTRACONS BY'ELCODIA. ULTRACONS BY'ELCO' F�155 KSI Fu=177 KSIKSI Fu=177 KSI TYPE F.3 3/e" DIA. SLEEVE ANCHOR BY'WEJ-IT' TYPE E.1 114" SMS OR #14 EMS (MIN. GRADE 2 DIRECTLY INTO fc=3000 PSI MIN. CONCRETE DIRECTLY INTO fc�3000 PSI MIN. CONCRETE CRS) OR ST/ST 1-1/2" MIN. EMBED, 2-1/2"O.C. 1-12" MIN. EMBED, 1-3/4" O.C. DIRECTLY INTO fc'=3000 PSI MIN. 2-12" MIN. EDGE DISTANCE 2-12" MIN. EDGE DISTANCE CONCRETE 1-Ur MIN. EMBED, 2 12' O.C. 2-12" MIN. EDGE DISTANCE E i3 O NOV 16 2017 w m YIPING fLORIW CI6IFUTION, r 1EPE^^ PE ; 5m. CA.N. 2B67T __ U AD10—Ol slmeT z of S I..: 3000 PSI 1/4" MAX. SHIM SPACE 13 GROUT FILLED WIRE ANCHOR EE ELEVATION FOR SPACING) SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) t-- 0 SHIM DOOR JAMB/HEADER TO BE 3000 PSI GROUT I FILLED WHEN WIRE ANCHORS ARE USED VOIDUPRI ACTIVE JRFAC VERTICAL RO 7 3 EXTERIOR �El IVES FACE 12-14x7/8"SCREWS BOLTS @ 12" O.0 INACTIVE -MIN .t ... 8 EMA ANCHOR AT EA. ANCHOR IVES SB 453 SURFACE MOUNT FLUSH BOLT 7 F_ __ _. _ ....... ........ i INACTIVE r i } 1 ANCHOR TYPE Fi ii s 1 & DIA. ULTRACONS ® (1-}" EMBED) 2-1 E.D. 0x 1"TEK SCREWS © i i! Mo : �612"O.0 14,x 14- li jI "!. `c IDTH=96"MAX. 18 GA STEEL ii U nn. I) 44'LGANGLE\ Z cs' 9971W MAX. i o jl W7 i Wp N ACTIVE- VON DUPRIN MORTISE =D LOCK OPTION PANIC DEVISE 3a. 0 0 m S (SEE SHEET B) `�- Z W y -- OPTIONAL BOTTOM CORNER ANCHOR DETAIL U D g o /�� Eam @4 mouucruevxm "a-0yWl-m NerWW e.a. L o A ,oItm N. ( D of Iw- HINGE JAMB DETAIL MEETING STILE DETAIL / r, t epintlu m� j Q lJ LOCKOP71ON#2 SHOWN LJ N 3 4 0" 6L 1,.. mlar nw r $ Q € o LL s EXTERIOR TYPICAL ANCHORS THRU EMA (EXISTING MASONRY ANCHOR) AJAMB: SHB" DIA ULTRACONS BY'ELCO' Pr155 KSI Fu=1n KSI TYPED. 18' DIA POWER BOLT BYTOWERS' TYPEA! DIRECTLY INTO 28YWOOD BUCK DIRECTLY INTO ft'=30DO PSI CONCRETE TYPEk2 DIRECTLY INTO W-3000 PSI CONCRETE 2-12"MIN, EMBED 1-1YY MIN. EMBED 3" MIN. EDGE DISTANCE EDGE DISTANCE 2-12' MIN=fm'-20DO TYPE E. 5116' DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRSI OR ST/ST INTO METAL STRUCTURES (STEEL OR ALUMINUM 118- MIN. THICK.) LEEVE ANCHOR BY'HILTI' TYPE SAfC=3000 PSI CONCRETE, 3' MIN. EDGE DIST. 61V MIN. EDGE DISTANCE TYPE B.2O fm'=20DO PSI CONCRETE BLOCK, 3-1W MIN. EDGE DIST.STEEL: Fy = 38NSI MINED ALUMINUM: 8063-T6 MIN. O TWATH ALUMINUM TO BE PLATED OR PAINTED) RBYv 117 TYPE CA DIRECTLY INTOfG=4000 PSI CONCRETE, 2-T8"MIN. EMBED TYPE G. WIRE ANCHOR IFY=80 KSII MIN. 10'LOI- TYPE C.2 DIRECTLY INTO f W=2000 PSI CONCRETE BLOCK 1.114' MIN. EMBED 0.173 DIA STEEL WARE ANCHORS EMBED INTO 30M PSI CONCRETE BLOCK ' 2.WW MIN. EDGE DISTANCE ,. (HEADEPIJAMB TO BE GROUTED WITH 3000 PSI CO NCRETE) 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE D. tlPWC.WMG. FLPRI[A REGIS WN PE #55983 J CAN. ZM77 AD1O-01 if SEESHEET31FOR MIN. O TYPICAL ANCHOR MBEDMEN (SEE ELEVATION EMA ANCHOR SB453 SURFACE BOLT LOCK OPTION c' FOR SPACING ATEA.ANCHOR OR F8456 FLUSH BOLT (SEE SHEET 6) _ SEE SHEET I) R$ ___......... � �n A INACTIVE 5 j ACTIVE p --------------- 114"MAX. 18 3 SHIM SPACE EXTERIOR pN w� HINGE JAMB DETAIL n MEETING STILE DETAIL LOCK OPTION #3,#90R#10 SHOWN D �m5 � m 8 EMAANCHOR 2m SEE SHEET 3 FOR rc AT EA. ANCHOR LOCK OPTION 1"}'a2'}" i 6s' i TYPICAL ANCHOR 00 0 ;• 1 (SEE SHEET 6)- FULL LENGTH i F n O ACTIVE STEEL BAR A-36 INACTIVE (SEE ELEVATION O; 7 C� FOR SPACING � j I -- 5� W i W SEE SHEET 1) 2 0 G 11 MIN. —J W 7yy w E BEDMEN t I `.�i:....:'_ c( ) Z O �G� 0 0 1 I i P i 1 1 s B a[ VMAX. _ 3 00 4 SHIMIM EXTERIOR SPACE HINGE JAMB DETAIL c MEETING STILE DETAIL / f, STRIKE PLATE l.� LOCK OPTION# 4 SHOWN WITH (2) #12 SMS B EMA ANCHOR AT EA. ANCHOR (2) IVES SB 453 L € SEE SHEET 3 FOR w m Qs�d `-' TYPICAL ANCHOR �j SURFACE MOUNT LOCK OPTION INACTIVE °1O (SEEELEVATION �V ACTIVE FLUBHBOLT O10P r(SEE SHEET 6) o� Qui. FOR SPACING 8 Q 3 vi4 �/ ) CVR SEE SHEET i) \IJII/ al O v Qla pIL°{(1 { t I j A ANCHOR TYPE F2 ESr I }"X2-"SLEEVE ANC 1/4'MAX. ° 0 3m II EMBEDEDI-} SHIM SPACE • 3 EXTERIOR 5 4 419 x- INTO CONCRETE °~ HINGE JAMB DETAIL MEETING STILE DETAIL P!n4t,1 90I7 w O, LOCK OPTION #S SHOWN D ..,.;:'':• c7 b•. 1� ';,R HIUA'SSRAlION ?' _ PROOU[rRxvmm PE JW963 "=WPW"wMOeFrW CAN.19677,r-( wsepuR�Nlt -D O .OI HC822 MULLION _ @y#uWml REMOVABLE MULLION "22 PEMKO 3T$ASTRAGALW/SPONGE NEOPRENE L A J p W/REINFORCEMENT arN cr.l y,:;.,:':�r -: I:-pD10-01 MwMI Dan[ COUuW r<� y - QEMAANCHOR 6 EMAANCHOR AT EA. ANCHOR > > SEE SHEET 3 FOR AT EA. ANCHOR LOCK OPTION SEE SHEET 3 FOR "VON DUPRIN" 9875 PANIC DEVICE r(SEE SHEET 6) TYPICAL ANCHOR TYPICAL ANCHOR m m ELEVATION �O OO/ INACTIVE I SURFACE - ACTIVE (SEE ELEVATION (SEE MIN. Or----. CVR VERTICAL RO FOR SPACING MBEDMEN FOR SPACING �, ) 1 I� ) \ SEE r c� s Trz° rnw i —•—�T _ o u V : I i 4 i ! [ q g ( I. cS m c0i w o:o SHIM SPACE 16 13 3 EXTERIOR 2 I/4"MAX."' 5 SHIM SPACE 0 2., HINGE JAMB _MEETING STILE DETAIL STRIKE JAMB DETAIL IP 01 DETAIL :J LOCK OPTION # 8 SHOWN IJ L� 0 a a 2� SEE SHEET 3 FOR OOEMAANCHOR yj B EMA ANCHOR TYPICAL ANCHOR AT EA. ANCHOR wz o SEE SHEET3 FOR AT EA. ANCHOR WO VON DUPRIN" 9875 PANIC DEVICE (SE;kE IN. 2 u TYPICAL ANCHOR MIN. (SEE ELEVATION MBEDMEN: ' SURFACE LOCK OPTION IVES SB 453 SURFACES MENFOR SPACING VERTICAL R067 (SEE SHEET 6) -MOUNT FLUSH BOLT WSEE SHEET i) � �INACTIVEACTNEz w0 QU3 EXTERIOR ®" MAX.SHIM SPACEy�- M SPACE L B o HINGE JAMB /•� MEETING STILE DETAIL D STRIKE JAMB DETAIL y C3. s d DETAIL lr LOCK OPTION # 7 SHOWN ai Q JG 6 EMA ANCHOR SEE SHEETS FOR BQEMA ANCHOR �•'� SEE SHEET 3 FOR AT EA. ANCHDR TYPICAL ANCHOR AT EA.ANCHOR g M� TYPICAL ANCHOR ,-NON DUPRIN" 9875 PANIC DEVICE LOCK OPTION (SEE ELEVATION ' MIN. w W 5 MIN. ` INACTIVE -(SEE SHEET 6) ACTIVE ) (SEE ELEVATION BEDME CVR r-CV MBEDM L _ FOR SPACING j O SEE SHEET I) ? .. ��I I CI ! z � ^N rj ,�n E:n O KUm •,I ; i ➢ E ' f ) I r� t y ,I < /— i ILL J ° Y fF o .000 ' f II / i'IR ➢ . ; g 3� I i -' 00o u a $ w o w u m u l EXTERIOR I 1/4" MA) u m u _1QA)� u e 1/4°MAX. SHIM SPA -;, �; SHIM SPACE "' "' �'�f9' �" HINGEJAMB MEETING STILE DETAIL 'nelnc;;wuip:-p,E3''; DETAIL LOCK OPTION#B SHOWN D STRIKE JAMB DETAIL C ��Cr < �QR16A REGI51(fAnm C wQmN*[N,YWFb,i ckNa}]a6n '• 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE MNIAI p+DE COUIJIY OPTION 1 LOCK OPTIORS ACTIVE PANEL m� ACTIVE LEAF: CAN APPLY TO SINGLE DOORS �_ g VON DUPRIN 982TEO SURFACE VERTICAL ROD WITH V29 STRIKE - USING SIX 094Smm(11MACHWESCREWS AND TWO 61445mm OPTION 5 (i-) MACHINE SCREWS SEALED WITH o N w BE SILICONE IT ACTIVE LEAF: IVES' SB/53 SURFACE MOUNT MANUALLY OPERATED FLUSH PRECISION' C2WO MORTISE PANIC IDUT.SURFACEMOUNI mrm BOLT. TO BE FASTENED WITH(2)10x 1-1R' TEKS SCREW •(2) 14x1 MANUALLY OPERATED FLUSH BOLTAT TOP AND BOTTOM. z�wn 1.1/4• MS WRH (4)10 x 1-IM• FH SMS INACTIVE LEAF: INACTIVE LEAF; DOOR EDGE C0145TRUCTION VON DUPRIN 9822EO SURFACE VERTICAL ROD WITH W29 STRIKE PRECISION' HC2600 CONCEALED VERTICAL ROD. SURFACE USING SIXM45mm IV) MACHINE SCREWS AND TVA$1445mm MOUNT TWO POINT LOCK SYSTEM WITH TRECISIOM PANIC c (I-) MACHINE SCREWS SEALED WITH DEVICE LOCATED FROM BOTTOM WITH (4) 1 D-24 x1-114- 'OE SILICONE IT OHMS < 9VES-SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE DOUBLE DOOR OR BOLTTOBEFASTENEDWTH(4)12x1-1/4-FIIMS -. p PEMKO 037SCR OVERLAPPING ASTRAGAL OPTION 6 HINGES STEEL MORTISE HINGES 4 PER LEAF, ACTIVE LEAF: LOCATED AT St MAX. FROM TOP OF DOOR TO CI 'PRECISION' 9 'PRECISION-HC280O CONCEALED VERTICAL ROD. SURFACE CENTER LINE OF IST. HINGE AND TO BE SPACED O n� OPTION 2 MOUNTTWO POINT LOCKSYSTEM WITH'PRECISIOM PANIC OUT NOT TO EXCEED 37-16/16' FROM CL TO CL OF ?m DEVICE WITH (4)1D24x MA'. LOCATED 39.1R•FROM BOTTOM HINGE. TO BE FASTENED BY#12-24 x}'FLATHEAD ZHZ ss ACTIVE LEAF: INACTIVE LEAF: MACHINE SCREWS. ZF m T60-u-PAWSIT75 MORTISE EXIT Im TH(2)832 x3I0' FH MS. 'PRECISIOM HC22M SURFACEVERTICAL ROM SURFACE MOUNT �� N \ LOCATED30-VCFROMBOTTOM TWDPOMT LOCKSYSTEMNTH'PRECISION'PANICDEVICENITN Wm (4)10-24x1-114- OH MS. LOCATED 3MM' MOM BOTTOM SINGLE DOOR WZ � INACTIVE LEAF: (2)`RURFACE MOUNTMETALLIC STRIKE PLATEAT HEAD TO HINGES: STEEL MORTISE HINGES 4 PER LEAF.. BE FASTENED WITH (211/420 FH MS IVES' SB453 SURFACE MOUNT MANUALLY OPERATED LOCATED AT 11-374' MAX. FROM TOP OF DOOR TO 2 a m E PSURFACE EMK00375CR OORP0.5TENEADSWITH (4)12xf-1M'MMS CENTER LINE OF tST. HINGE AND TO BE SPACED Wyy HA OPTION 7 OUT NOT TO EXCEED 256/16' MAX. FROM CL TO CL } tl L OF HINGE. TO BE FASTENED BY#12-24 x3" 0 vi ACTIVE LEAF: FLATHEAD MACHINE SCREWS. .i ; 'PRECISIOM HC220D SURFACEVERTCAL ROD. m E OPTION 3 (4)10. x1-IW ON MS. LOCATED 34 CFROM BOTTOM OPTION ? F INACTIVE LEAF: Y ACTIVE LEAF: -IVES" SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH ACTIVE LEAF: 'SARGEN-8200 SURFACE MOUNT MORTISE LOCK WITH BOLT. TO BE FASTENED WITH (4)12x 1-114"FH MS 'DORMA'COW SURFACE MOUNT METALLIC HANDLE AT 391Q' �Fq E HANDLE WITH SURFACE MOUNT MEEALUC DFADBOLT, FROM BOTTOM WITH (2)# X3I8- PH MS AND (2) IB X W FH IAF C 9n LOCATED 38' FROM BOTTOM WITH(2) 632 x{FH MS OPTION 8 MULTITHREADSCREW. 'DORMA' DB680 SURFACE MOUNT METALLIC DEAD BOLT AT 45 INACTIVE LEAF: UT FROM BOTTOM WITH (211/420X1 SIB"FH MS; (2)#10 2 X 2 ® -L4'm O'R BLONG IB GA STRIKE BOX TO BE FASTENED BY (2H12.24 ACTIVE LEAF: Wr PH MS AND(2)0X US' FH MULTI THREAD SCREW. TIC®m o^ SCREWS VON DUFRIIT 9847 CONCEALED VERTICAL ROD WITH PANIC INACTIVE LEAF: -IVIES. SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE DEVICEWITH (2)B-32 x M- FH MS. LOCATED 394/4' FROM 'IVES'FB458 FLUSH MOUNT METALLIC FLUSH BOLTS AT IY BOLTATTOPANDBOTTOM. WITHH)IM-20x1d11-F-IMS BOTTOM AND71-MMBOTTOMW/(4)#8XM-FHMULTITHREAD lu INACTIVE LEAF: SCREW. W n SURFACE MOUNTMETALLIC STRIKE PLATE AT FRAME HEAD ONE FLUSH MOUNT METALLIC STRIKE PIATEAT 39 IW 1, TO BE FASTENEDWITH(2)010x 1-1/P FH SMS -PRECISION' HO280 CONCEALED VERNCAL ROD. SURFACE FROMBOTTOMW (2)010X1'FHSMSANDONE FLUSH N = MOUNTTWD POINT LOCK SYSTEM WITH 'PRECISION' PANIC MMNTMETALLICSMIKEPL MAT4510MOMBOTTOM O' L DEVICE WITH (4) 10¢4 x 1-lie. LOCATED 39-W FROM WI(2)OB X US' FH MULTI THREAD SCREW, 3 QIBOTTO OPTION mtsW 4 (RIMEXITWITHMULLION) OPTION 9 s�ps�plCjYl{N L4 019 Y� ACTIVE LEAF: ACTIVE LEAF: A�iuBj�MKN0 l7-ONO •Of sr 'PRECISIOM HC2100 RIM EXIT PANIC MECHANISM. SURFACE VORMA'CR00 SURFACE MOUNT METALLIC FIANCEE AT 0912'FROM e'FInA"mk h S 1MOUNT .11"H CATFD41314'FROMBOTTOM WliH8Y(4)10.20x BOTTOM WITH (2)#B.8XN'PHMSAND (2)0X3WFHMULTI THREAD �Y�(�_� (-� {_�,,,J� 2 F1l4'OH MS SCREW. k NOV 15 2017. � 'DORMA' DB660 SURFACE MOUNT METALLIC DEAD BOLT AT 4510 FROM MULUDN BOTTOM WITH (2)IIV40 X I =-FH MS: (2)#1002 X2 WW PH MS AND (2)IM X INACTIVE LEAF: W- FH MULTITHREAD SCREW. YIP.INO wma, P.E 'PRECISIOWHC2100RIMFXRPANICDEVICE.SURFACE ROMDA REOISTRATIDN 9xn ezmn MOUNTLOCATED 41aV FROM BOTTOM WITH BY(4)114 0x INACTIVE LEAF: RE 05903 1'FHMS ONE FLUSH MOUNTMETALUC STOKE PLATEAT391W FROM BOTTOM WD CAM.-286r7 (3)01OX1'FHSMSMOONE FLUSH MOUNTMETALUCSTRIKEPLATEAT49 REINFORCED MULLION: 10 FROM BOTTOM WI (2)98 X 31M FH MULTI THREAD SCREW p 11CB22 PRECISIDN HAAOWARE REMOVABLE WITH(4)}20x' 'IVEW SN53 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENEDIMTH (4)11x1-IM'FH MS .., xx MSOR#14x1-SMSATTOP. kx2+SLEE0EANCHOR EMBEDDED 1j'INTO CONCRETEAT BOTTOM. /�, ".^I2.; L F, ,S:��� AD10-01 MNMI DARE COUNTY !///1 `1xi i:I ii 1'�` SHEET B OF 8 2%" �slsB B 2 12 4 T CII N DUS DUST BOX 18 OA DOOR FRAME JAMB AND HEAD BI �. b rI THRESHOLD i !3%/o..5" 1st. THRESHOLD 19 6^ 33/e 1s/e aM 6 OPTIONAL THRESHOLD HRIM I10 GA HINGE REINFORCEMENT ® 10 S lmne43 ]ImnM II KrzeLw vmma \I ercuw I PSBT. BL+WO Lmi m11e.1 CLOSER BOX REINFORCEMENT .)2e•. Ix 1Mnouw HEwum REWORCEMENTFOR MS M35LNU,K rdi NE5M535URFpCE BMT 5&53MOa11EE81GKE SURFACE BOLT STRIKE (OPTION A) IT SURFACE BOLT STRIKE (OPTION B) m yMrN", oammpe O.0 � v MORTISE BOX mtWo (mcwl REINFORCEMENT FRAME REINFORCEMENT 4 12" a.,23 o 0 C. S" F"" N PEA WS, MASONRY WIRE ANCHOR h•00n .134"THICK STEEL HINGE \ �•'"T HOLESWILSS � H.S Oa h 36V nui"srKDFOR F ��sc vrsa I l%h' FRI1mM FRI100 EMA EMA STEEL ANCHOR STRIKE DUST BO% ASA STRIKE BOX REINFORCEMENT rr W KSI 2' 1�a — �p1F( 14MSYRrpLE 1 10 G0. MOR119E BOITNORfIKs rRIKE LO —R. REIWWKE1fHr f 1 pE]NFOILCEY ♦ 1 HUE D YEO FaR FILL21 sLREw i/ LECWLLFD 11( oxOooM oRnm •uaJ scaEw PRECISION STEEL SURFACE BOLT STRIKE MORTISELOCKEDGE 24 MULLION REINFORCEMENT REINFORCEMENT Y. VINYL CAP I.M.�PHHOwu. P.E: j \`/' \�". /RUuucr YiVfliD aRIW REcrsTP ON q.cyeqeftrwL:l. 44M 267 � j c �z V � mo, ... FAIWO FLOORANCHOR 12 GA. REINFORCEMENT PLATE ADIO-01 SM 7 OF B �w ka 0 J m ®p ON C y NN m .5 c m 2 f Pk OTC ZJ O D N N W ZU Z0m 6 W yyyy Nn N P, 0 a� m'9 [ zn E u'xm n Ls Y Q u o h0 642 SLOTS F00. GUSSETS y ^ y 8 F I T D y SLGFB FGR WFEGMIFD T.IB80N y.MBS nrI�f�� r�I1�1�8 A111/f ) 6"W_ ^AlapTre W H N. 6 o/ $4VINI/6�17C7p ' lei, 1. L,., , Mh U-EMIF� V, J Y� V1 ' P? FWWEFACE W -~j n, Op W N came SIY'I9DF ' fAWtlJ SYCOIX Q y IA Y.. Vi 2 a. O o� ZP GVSSEF9 .' �YIRM'RANG,.PL'; �a RARIDA'AE0151RA110N - � PE e5599J vn uss CAN.54B6I7 '• � ,u rz av u J' vut0-0 CORNER FRAME CONSTRUCTION ✓✓✓ AD �'� IAwxl NDE COIRPI' � '_•p sNees 0 a➢ e BILL OF MATERIALS ITEM PART No. MATERIAL QTY. DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 - STEEL DR ST/ST AS REOD. FRAME HEAD/JAMB CS-}' x 2') 18 GA. (0,048MIN,) Fu= 4HKSI MIN, 2 PMK2051 ALUH, 1 THRESHOLD PEMKO VITH VINYL INSERT 3 STEEL GR ST/ST AS REOD. DOOR PANEL 20 GA, C0.036MIN) fu= 55 KSI MIN. 4 OR1010 STEEL AS REOD. MORTISE BGX REINFORCEMENT GENSTEEL 5 P 387 - AS REOD. PEMKU 387 CLOSED CELL SPGNGE VEATHERSTRIP PEMKO fi - STEEL AS REOD, 2- ' x 4. 12 GA. STEEL REINFDRCENENT GENSTEEL PRECISION HARDWARE B FA3010 STEEL .AS REOD. EMA ANCHOR GENSTEEL 9 SB453 AS REOD. SURFACE BOLT IV ES SH453 10 FR1200 STEEL AS REOD, 1-I' x 12' 16 GA. FRAME REINFGRCEMENT GENSTEEL N FA1040 STEEL 2 FLOOR ANCHGR 18 GA. (L-}' x 1-}• x 4-}' LG) GENSTEEL 12 HR2D00 STEEL 4 PER LEAF HINGE DUSTHO% GENSTEEL 13 HR1030 STEEL (10 GA.) 4 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME OR DGGR GENSTEEL 14 DR1700 STEEL AS REOD. MORTISE LOCK EDGE REINFORCEMENT VELOED GENSTEEL 15 FR1100 STEEL AS REOD. ASA STRIKE HOX REINFORCEMENT GENSTEEL 16 179-454 STEEL 4 PER LEAF DORE%, HAGER p179-454-15 HDJGE STANLEY 17 FA3030 STEEL AS REOD. MAS➢NRY WIRE ANCHOR 0.173 ➢IA. F =60 ksl 18 STEEL AS REOD. 20GA, DUSTHDX GENSTEEL 19 PMK2DOSAT ALUM. 1 THRESHOLD OPTION PEMKO 20 2100 ALUM. I PER LEAF DOOR SWEEP ' UNIQUE 21 ASI080 STEEL 1 IOGA. 2' FLAT ASTRAGAL V/ p12-14 x 7/e' SCREWS E 12' D.C. GENSTEEL 22 375CR ALUM, 1 ASTRAGAL WITH SPONGE NEOPRENE V/ k6 xl' TEK SCREWS B 6' O.C. PEMKO 375LR 23 PNK177A ALUM. 1 THRESHOLD PEMI(0 24 VINYL. 1 VINYL CAP 25 FRIIOOM STEEL AS RE00. STRIKE DUST BOX GENSTEEL 26 DR1700M STEEL AS RED➢, SURFACE BOLT STRIKE REINFORCEMENT GENSTEEL 27 DCI000 6 DRI000 STEEL AS REO➢. CLOSER BOX REINFORCEMENT GENSTEEL 28 CH3601 STEEL 2 DOOR ENO CHANNEL GENSTEEL 29 - STEEL AS REDO. IF 2' x 4 I/2' 10 GA. REINFORCEMENT GENSTEEL 30 - STEEL AS REOD. 3/4' 10 GA, REINFORCEMENT GENSTEEL 3l HONEYCOMB AS REOD. INSIDE OF DOOR PANEL GENSTEEL e — I It OFFICE USE ONLY: DATE FILED: REVISION FEE: RECEIVED JAN 2 2 2019 Permitting Department st; 1--vq county LOCATION/SITE PERMIT# 1 d r7 - 09)0 RECEIPT# J�L�1 PLANNING & DEVELOPMENT SE BUILDING & CODE REGULATION DP 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5( (772)462.1553 APPLICATION FOR BUILDING P1 PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: T-') WN li lc,,_ I D CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: '�) 40, l0e-elac. -I QUALIFIERS NAME: -.-Yannr4� ADDRESS: CITY: F� STATE: PHONE (DAYTIME): -77) 11 'W') OWNER/BUILDER INFORMATION: NAME. CITY: L)eSsj Pic 10-1 he-Rcl-'h STATE: PHONE (DAYTIME: -clb),T-C1Kq- — ARCHITECT/ENGINEER INFORMATION: NAME: -,-J0rWA 11 1 r ADDRESS: //A6'r, lot'�O- CITY: )!5�: STATE: PHONE (DAYTIME): 7 7,) -3 -;7e) — c1q b !=I SLCCC: 9123109 Revised 06130117 qv, r 2 V .7- Y� ST. LUCIE CO CERT. #: ZIP: FAX: 2_ ZIP: John M. Forster —Architect Member —American Institute of Architects - Leed AP 11205 Ridge Ave. Fort Pierce, FL, 34982 Florida reg No. 8511 St. Lucie County Planning & Development Sercvices 2300 Virginia Ave. FT. Pierce, Florida, 34982 Sedona multi family project — Building 22 3149-3159 Morning Dew Ln Permit #1807-0810 Revision to gypsum drywall installation: December 5, 2018 ST, LUCIE COUNTY PLAN REVIEW �ScO BLDc�s� DATE: DATE: PLUMB: DATE: MECH: DATE 1?ec Fo �qN peter . 6 S 19 C CyCZ92Ppd�'C 96n mP7r Per ASTM C-840 , drywall shall be secured using #8 x 1 %2" 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 John M. Forster — AIA— LEEDAP He Copy John M. Forster —Architect Member —American Institute of Architects - Leed AP 11205 Ridge Ave. Fort Pierce, FL, 34982 Florida reg No. 8511 St. Lucie County Planning & Development Sercvices 2300 Virginia Ave. FT. Pierce, Florida, 34982 Sedona multi family project — Building 22 3149-3159 Morning Dew Ln Permit#1807-0810 Revision to gypsum drywall installation December 5, 2018 Rec, �4N 2 permit,. 2 2#,S ST '9 O (�,qe "Part cooe.me_ Per ASTM C-840 , drywall shall be secured using #8 x 1 %" 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 John M. Forster —AIA— LEED AP ', ;p s OF p�O OWN M. AOs�'A�O AR 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 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 22 3149 — 3159 Morningdew Lane Permit # 1807-0810 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. John M. Foster - AIA / fo?- oriv ST. LUCIE COUNTY BLTLDViG DL- iZIiC1 REVIEIVED FOR C MPL NCE REVIEIV'E BY c! DATE PLANS AND PERNUT J ST BE KEPT ON JOB OP F'0 L' PECTION WILL BE hIADE. Ffie Copy Zro� s 1W Fr ! N Ys k 1 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 22 3149 — 3159 Morningdew Lane Permit # 1807-0810 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. John M. roster -AIA .. °m 4R0008511 ;�,{ OFFICE USE ONLY: DATE FILED: REVISION FEE: - LOCATION/SITE ADDRESS: - PERMIT # I 501 7- U I 0 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5662 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION -31 DETAILED DESCRIPTION OF PROJECT REVISIONS: �QJiSQ �cnCb�iM �c (,1a11 ?o �s�- Grae, pOC-�. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: 13USMSS NAME: - QUALIFIERS NAME: Y(Zs ADDRESS: CITY: PHONE (DAYTIME): 7M) ,,;6-S- OVJNERBUILDER INFORMATION: NAME: CITY: 1A) es-t Pc I rn he cc C: o STATE: PHONE (DAYTIME: z °I-C-1 in --� TJ i ARCHITECT/ENGINEER INFORMATION: NAME: .._)(.'n 1 ADDRESS: CITY: - / PHONE (DAYTIME): SLCCC. 9123109 Revised 06130117 STATE: I ST. LUCIE CO CERT. #: ZIP: ZIP: File Copy PERMIT # RECEIPT # DN FEE: PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION D"ION 2300 VIRGINIA AVENUE FORT PIERCE, FL 349824652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/STTE DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESSNAME: Si- n 2JedK a V=iS�� QUALIFIERS ;NAME: ADDRESS:CITY: r4 •i eA C p _ STATE: ZIP: PHONE (DAYTIME):722,622G ://.30 FAX: OWNER/BUILDER INFORMATION: NAME: CITY: PHONE STATE: ARCHITECT/ENGINEER INFORMATION: NAME: �:_h ADDRESS: CITY: —a PHONE (D. STA FAX: r MIA Revised 06130117T "� ...• FILE `h t.• ^ y o� �1 J 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 All six unit, multi -family buildings Revision to Sheet TH-v Dimensions shown on Sheet FH-1 for location and clearances of lavatory and water closet have been revised. J Joy PART TWO: CHAPTER 7 FAIR HOUSING ACT DESIGN MANUAL one 30" X 48" clear floor CLEAR FLOOR SPACE AT clear floor space spaces adjoining RAMGES9 COOKTOPSI, 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 make a close side approach permitting safer and G o easier reach to controls and cooking surfaces. A forward approach, on the other hand, is difficult i and unsafe, especially when controls are located at u OO the back, because it requires seated users to lean 0 OO forward over their feet and knees to reach not only 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 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