Loading...
HomeMy WebLinkAboutREVISION� a / OFFICE USE ONLY: DATE FILED: 51 k% IN A REVISION FEE: 1 co •y3 SCANNED BY St. Lucie County LOCATION/SITE PERMIT# )?05-03D' I RECEIPT # o i o O PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REGJCERT. #: LEI BUSINESS'NAME: 7kt.i rt� .i! A. QUALIFIERS NAME: ADDRESS: -,)W .7 _5 CITY. - PHONE (DAYTIME): 77-) -- OWNER/BUILDER INFORMATION: NAME: CITY: j PHONE ARCS ITECT/ENGINEER INFORMATION: NAME: ~ 1i ' 1�'\� ADDRESS: `Ui CITY: PHONE (DAYTI SLCCC: 9123109 Revised 06130117 d ATE: MAY 2 3 2019 Ulm Councy, Permitting ST. LUCIE CO CERT. #: FAX: Irm F FILE COPY �j 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 18 3213 — 322A Morning Dew Lane Permit # 1805-03307 Clarification of Roof Insulation January 14, 2019 RECEIVED MAY 2 3 '1019 5T, Lucie County, Permitting Roof Insulation clarification: Per the submitted Florida Energy Code and "Manual X A/C Load calculations, roof insulation shall be R-30 blown -in fiberglass. If there are any questions regarding this revision, please contact me as listed above. John M. Foster - AlA O TArF NM 4t n_ REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY DOCC FILE COPY �1� eywl SCANNED BY OFFICE USE ONLY1: q St. Lucie County DATE FR ED: ` 13V l REVISION FEE: -I CA � 3 PERMIT# 15- 03a`7 RECEIPT # PLANNING & DEVELOPMENT SERVI RECIPV Cv BUILDING & CODE REGULATION DIVISIO 2380VIRGINIAAVENUE JpN 30 2W9 FORT PIERCE, FL 34982.5652 (772) 462.1553 ��de County, Pen APPLICATION FOR BUILDING PERMIT REVISIONS PROJECTINFORMATION LOCATIONISITE ADDRESS: �` �! 32\3 U,,v% DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. # ' 1=� % ' ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: -To i-nt� (Oefe k; CITY: �f �'/� r �'�� MAIL: F•L- PHONE(DAYTIME): -7X-) 36 FAX: OWNER/BUff ILDER INFORMATION: NAMEi3%u;'<<�S 4:,rr/nr•' 11�� CITY: ,a } q- o t m heat5h STATE: 6~[_ ZIP: ; PHONE (DAYTIME:. ��='r-� �hEf 1 > FAX - PHONE .; - lsi/1- ARCHITECT/ENGINEER INFORMATION: NAME: J L O ADDRESS: k)Qc; CITY: PHONE (DAYTIME): SLCCC: 9/23/09 0 1 R EV Revised 91309 I 1 File COO 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 18 3213 — 3223 Morning Dew Lane Permit # 1805-0331 Revision to Bathroom gypsum drywall : January 14, 2019 RECEIVED JAN 3 0 2019 ST. Lucie County, Permitting Bath Wall Detail "A" - Sheet "FH-1 ", Bath Drywall note in Finish Schedule - Sheet "A-2" Gold Bond "XP" 1/2" gypsum drywall shall be revised to be USG "Mold Tough" 1/2" moisture & mold resistant wall and ceiling panels tested in accordance w/ ASTM D-3273. If there are any questions regarding thlS revision, please contact me as listed above. John M. Fo5ter - AIA -rnk THESE PLANS AND ALL PRO "RE SUBJECT TO ANY POSED WORK COR I:�RECTIONS BE NEQUIRED 8Y FIELD IN THAT OOMCESSARYIN ORDER TO PLY WITH ALL APPLICABLE CODES. Sag 4 1. \ 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 JAN 3 0 2019 Sedona Multi -family project - Building 18 3213— 3223 Morning Dew Lane Permit # 1805-0331 Revision to Bathroom gypsum drywall : January 14, 2019 Bath Wall Detail "A" - Sheet "FH-1 ", Bath Drywall note in Finish Schedule - Sheet "A-2" Gold Bond "XP" 1 /2" gypsum drywall shall be revised to be USG "Mold Tough" 1 /2" moisture & mold resistant wall and ceiling panels tested in accordance w/ ASTM D-3273. If there -are any questions regarding thlS revision, please contact me as listed above. All OFFICE USE ONLY: n DATE FILED: dgl )-M REVISION FEE: PERMIT # I SDS- 0 "aQ RECEIPT # I L1? 53l r PLANNING & DEVELOPMENTS V CES BUILDING & CODE REGULATION LVI,i]N' �recery 2300 VIRGINIA AVEN' t� eA FORT PIERCE, FL 3498 (772) 462.1553 4 JI pest. Ing De APPLICATION FOR BUILDING PEVIIltlo. �s• 6usteCpu�tye�f PROJECT INFORMATION: LOCATION/SITE ADDRESS: SElbNA�c�1�: 3213- 3213 DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ( '_y-k I O=)J11'0 BUSINESS NAME: j n n 11,1 - e ,-, QUALIFIERS NAME: 71Gt cy r- � p k ADDRESS: CITY: - " STATE: PHONE (DAYTIME): 77r-7 OWNER/BUILDER INFORMATION: NAME`. • S ADDRESS: , ' 5 nel CITY: IA ) e.Si It, I M P_CZ -L STATE: PHONE (DAYTIME: -�/-q''61823 ARCHITECT/ENGINEER INFORMATION: NAME: - J Yl ADDRESS: //-a()S /Yy CITY: E2: l' i r� �[ _ STATE: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 ST. LUCIE CO CERT. #: �"' 1-Lc_ ZIP: FAX: FUe Copy ZIP: December Sy 2018 John M. Foster �Architect , -, - RECEIVED Member —American institute. of Architects—teedAP JAN.2-2 2019 11205 Ridge Ave., Permitting Department .. St, Lucie County Fort Pierce, FL 34982 Florida Reg No.:8511 St. Lucie County Planning & Development Services St. LUCIE COUNTY 2300 Virginia Ave. PLAN REVIEW Ft. Pierce, Florida 34982 BLD: John M. Foster— EOFF 01 AR0008511 •Cj DecembevS, 2018 John.M. Foster Architect JAN 2 2 2019- . Member — American institute.of Architects - Leed AP " - _ Permitting Department st. Lucie Countv 11205 Ridge Ave., Fort Pierce, FL 34982 Florida Reg No."8511 St. Lucie County Planning & Development Services " 2300 Virginia Ave... . f , Ft. Pierce, Florida 34982 , Sedona Mufti4amilyPrdjecC-.Buildir►g,18 3155 -3165"Morning Dew Lane, Permit #1865-0327 Revision to gypsum-dryWafl installation; Per ASTM C-840, drywall; shal(be secured using'#8 x Th" drywai! screws •Spacmg`shall'be 12" :. o/c for ceffings,$iwallbaard. If there are any questions regarding this revision, please contact•meas listed.above. , = , John.M. Foster—AIA—Leed-AP OF F(p CO �. •M Aoc/ AR0008511 �V Sj '' - G ��� FRt; AR p • OFFICE USE ONLY: / DATE FILED: REVISION FEE: PLANNING & DEVELOPMI RrCUVEBUILDING & CODE REGULX 2300 VIRGINIA JAN 16 2019 FORT PIERCE, FL (772)as2: Permitting Departnient St, Ltlsle CouncyAPPLICATION FOR BUILDIN LOCATION/SITE PERMIT # 1 (I ' 0327 RECEIPT # DETAILED DESCRIPTION OF PROJECT 1 REVISIONS: !7 -1A EiS2 �/l%in o"Ji 4,, CONTRACTOR INFORMATION: r STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS:700 5 NN�Ii l2-1 l CITY: STATE: PHONE (DAYTIME): -77 2 - 5,1 S - 7 / , /) OVMERBUILDER INFORMATION: NAME ADDRESS: CITY: fS-j (n t - l STATE: PHONE(DAYTME: -C-1 %)ti-S lLj-� ARCHITECT/ENGINEER INFORMATION: NAME: -( )Y 1 m F r ADDRESS: l6 `- CITY: GI- STATE: SLCCC: 9123109 Revised 06130117 fy' r, ST. LUCIE CO CERT. #: _ ZIP: ,5 FAX: ZIP: , x FAX: t J ka. 4l , 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 18 3214 — 3224 Morning Dew Lane Permit # 1805-0331 Revision to Product Approval Affidavit - Windows January 14, 2019 ftcel p JAN 116 ?018 Pe"Arrrno St dude _Qbhn enr Horizontal rolling windows - Custom Window Systems, Inc.; FL# 17355.1 - #HS-620 vinyl frame, non -impact rated, insulated windows may be substituted for the PGT window presently shown on the issued Permit plans. U value = 0.33, VT = 0.45, SHGC = 0.19, infiltration < 0.3, Design Pressure = + 50 (-)75 psf. I have reviewed the above listed components & cladding & have approved their use in this structure. These products provide adequate resistance to wind loads & forces specified by current code provisions. If there are any questions regarding thlS revision, please contact me as listed above. ` �r � ai' f itr.: ors"✓ tij Ii F.-I 'N Florida Building Code Online 10/31/18, 4:02 AM e'�'",µircY=t=n �?ns:rrafr Qk- y � . 'i% ^„� •:..i '(iI "I �`usuless St Professional Regwlat►er1,�. :w 0��AREa Product Approval USER: Public Uier yw (.nv i f Prddppt Approval Menu > Product or Apalicatlpn Search > AWllcatlon List > Application Detail FL #: PL17355-0.3 Application Type Affirmation Code. Version 2017 Application Status Approved' Comments Archived Product Manufacturer om Window Systems Inc. Address/Phone/Email I �as-p3t� •r•1 1900 SW.441:6 Avenue nr_ i s T iv w`y Ocala, FL 34474 S'C. Li)CI£ COI)' fY BGIi IAti (352) 368-6922 Ext 291 RLVI£,,�'£D VO Omp f11 t� jlaihrop@cws.cc a,BY �r�gJFUN JOB Authorize SKevinPineSnYER L SAD£' kpine@cws.cc PLANS THESE PIA-NS AND ALL PROPOSED WTOR ; 2 PigY£CTIO\ R Technical RQAslentative Erin Koss ARE SUBJECT TO ANY CORREC'i ICN3 Address/Phone/Email 19Go 5 4RLM"R_D BY FIELD Ih KCTORS T I, AT Ocala, FL 344z I� (352) 368-69 8rhY,lu`u¢rcC[�SARY IN OR�Jcr 10 ekoss@cwe5iliPLY WITH ALL APPLICABLE CODE':,. Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474. - (352) 368-6922 Ext.291 jlathrop@cws.cc Category Windows _ Subcategory orizontal Slider lf��ippsyy Compliance Method Certification Mark p�i`�istij7gL+ L14 COPY Certification Agency Keystone Certifications, Inc. Validated By Steven.M. Urich, PE { �. Validation Checklist- Qardcopy. Received Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By httos:/(floridabuilding,org/prjpr-app dtl.aspx?param=WGEVxOwtDgsRyNwiNWDrY%2btGx8TDFNwhGIKdUdLP14Kcl4grXgl1%24ug%3d%3d bear 2008 2004 Page 1 of 3 Florida Building Code Online 10131118, 4:02 AM 0I Wrin that there are -no changes In the new, Florida Building Code which affect my' prodhct(s) and my products) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity rtyas ONo ()NA_ FL17355.R3 COC6thEdFBC-FL17355,odf Product Approval Method Method 1 Option A DateSubmitted09/14/2017 Date,Validated 09/14/2017 Date Pending FBC Approval Date Approved 09/15/2017 Summary of Products IL it Model, Number or Nae. m Description' 17355.1 - HS; 620'Vinyl.Horizontal Slider XO HS-6201VInyl Horizontal Slider) XOp Non -Impact:: Limits of Use - - CertiHcaUoa Agency QertlHcate Approved for use in HVHZ:. No17355 R3 C CAC CAR P384315:odf Approved for use;outside HVHZ: Yes FL173555. R3 C. CAr-, CAR 138-1316,odf Impact Resistant: No FC17355 R3 C CAG CAR 138-1334 6df Design Pressure,; N/A QuahtyAssurance Contract, Expiration Date Other: Max. sizes: 74" x 63" and 74" x 72". See installation -10/16/2018 details for DPs. Glass complies with. ASTM E1300-04. Installation Instructions FL17355 R3 II CWS=1031A (HS-620. XO).ddf Verified By:. Lucas A. Turner PE-58201 Created. by independent Third party: Yes Evaluation Reports FL17355 R3 AE CvalRep CWS-1031A (HS-620. XO).ndf Created, by Independent Third' Party: Yes 17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider, )(OX,. Non -Impact. Limits of Use Certification.. Agency Certificate Approved for use in HVHZ: No FL17355 R3 C. CAC CAR, Y38-1341.odf Approved for use outside HVHZ: Yes FL17355 R3 CC CAC_CAR 138-1342.odf� Impact Resistant: No Quality AssuranceContract Expiration Date Design Pressure: N/A 03/30/2019 Other Max. size 111" x 53". XOX 113-1/3-1/3 and 1/4-1/2- Installation Instructions 1/4. See Installation details for DPs. Glass complies with ASTM P - 7 g3. Ii CWS 1067 fHS-620. XOX).o i E1300-04. Verified By: Lucas A Tumer PE 58201 Created,by Independent Third Patty: Yes-11 Evaluatlon Reports FL17355 -5 R3� AE EvalRep CWS-1067 fHS-620, XOX1 odP Created by IndependePfTb(nJ Party: Yes:' 17355.3 HS-620vinyl Horizontat;Slider XX HS-620 VInyL Horizontal Slider, XX;Nonrlmpact, Limits of Use Certification Agency Certificate_ Approved for use In HVHZ: No .. EL 7355_R3�C CAC [AR 13$- 3r1 �B.odf Approved for use outside HVHZ: Yes �Y7355R3' C CAC CAR.13$-Y329'.Ddf Impact Resistant: No FL17355 U C CACAR. 138-133 lodf Design Pressure: N/A FL17355, 113--C CAC CAR 138-1333xcl Other: Max. sizes: 74" x 63" and 74" x 72% See installation Quality AssuranceContractExpiration Date' detail for DPs. Glass, complies to ASTM E1300-04. 12110/2018" Installation Instructions F117355 R3 11 CWS-1059.(HS-620. XXlodf Verified Byf Lucas A. Turner PE-58201 Created by IndependentTblyd;.Party: Yes: _Evaluation Reports . FL17355 R4 AF FyalReo CWS-Y059 &S-621 XX).odf Created by Independent Th(rtl: Pang:. Yes https://lloridabuilding.org/pr/pr.app_dtl.aspx?p,amm=wGEYXQwtDgsRyNwINWDrY%2btGxBTDFNwhGl KdUdLPi4K6HgrX911%2bUg%3d%3d Page 2 of 3 TABIE.OF CONTENTS. .GENERAL'NOTES& ELEVATIONS.._i DP CHARTS &'GLAZING DETAIL._:_:2 SECTION VIEWS.--.-* __...3 EXTRUSIONS&'B.OM ._.4 ANCHOR SCHEDULE &NOTES....._. 01STALLATIONDETALL _ - _._...6 HORIZONTAL SLIDER - NON -IMPACT GENERAL NOTES 1. THE PRODUCT SHOWN 'HEREIN 9S DESIGNEDAND MANUFACTURED TODOMPLY WITH THE FLORIDA,BUILDING CODE (FOCI. CURRENT EDITION. 2. GLAZING OPTIONS:.(,SEE SHEET 2) S. CONPIGURATIONS:"OX'OR"XO'. 4, DESIGN PRESSURE RATING .(SEE SHEET 2I: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-130D04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER 'INFILTRATION TEST PRESSURE AND GLASS TABLES ASTME-1300-04. 5. ANCHORAGE -.THE 33 U3%STRESS INCREASE HAS NOT BEEN USED SYSTEMLS 8. SERIES 1 MODEL DESIGNATION HS-620. 9. THE DESIGNATION'XAND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, O'=FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION it. EXTERNAL WEE; SLOT=5/i6'x2-yB'LOCATED 4.12'FROM BOTH ENDS V MAK UNIT 2011 MT.G, RAIL DESIGN PRESSURE RATING. IMPACT RATING 7eX 63" NO!SEE COMPARATIVE ANALYSIS CHARTS, SHEET 2 NONE - Lucas A, Tumor 2016-04.27 21:bM4:00 620 PVC HORIZ. SLIDER NOWIMPACT No 58201 BTATE OF LUCASA. TURNER, P.E, -FL PE # 58201 1239JARARAAVE. NORTH PORT. FL 34280 PFi94/38D•1574 GENERAL NOTES AND ELEVATIONS' OWS-1031 I A 1:25 OS O Uni[. Unit Height _ .. ..... Width 3512 - 391/2 43:12 47V2 - tt 55/2 S912 63 39 U2 +50/-75 +5p/-75 a50 -75' +50 -75 a50 -75 +50/JS +50 -75 +50 -75 A31/2+SOJ-75 +50/-75 - +50 -75 +50- -75 +50/-75 +50 -TZ:6 471n+50/-75 +50 -75: +50/-75 +SOJ'-75 a5p/-70:2 +50/-66.5 61 12 +SD/-75 f50/•75 +50/•75 a501-75 a50(-675 t56/-6x1 1n +s0 as +w as +so -7s +sa -7s +sp -n.3 +5p/-6s +so -6o.a 2 +so as +w/as ,sp/-7s- .sp/-7s +sp/•611 +sD/-6x _...+so -n.s - 6312 +5p/-67.9 +50 /-67.9. +SD/-67.9 +50l-67.9 +50/-67,9. +5p .65;4 +SpJ-59:4 a50 •55 - 6712 +50/-60.1 i50 -60.1 +50/-fi0.1 +50'-60.1'. a50 -60.1 +SO/-6Q3 +50 -57:2 t50(-R9 Tt 1l2 asp -53:6 a50/-536.. t50/-53.6 +50 •Si6 +50/-53.6 - +50 -516 +5p/-516 a50/-51 7a ' t50 -50.1 a50 -SD +50/-50 +50 -59+SD--SD +50/-50 asp/•50 1000 SW 44TH AVE, - I- DCA,LA,FLORIDA 34474 J2'OVERALL 718--OVERALL WWW.CWS.CC IR'ANNEALED ._- IV TEMPERED nr�+nr 9(16' AIRSPACE -OVIV AIRSPACE SW PVC Ire' ANNEALED - ve•TEMPERED HORIZ. SLIDER 36 S6rAFLEX552ORM�GLASS %IfF KPFECTGIAZE'M NON -IMPACT PURFECTGLAZEW �I M�w GLASS BITE BITE Q FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT'C%' m'%O' WITH GLASS TOES A. B, C, OR D p _UnitUnit PAIght w m Width 35I2 39 t/2 - 43,12: 47 V2 61 m 65112 ED I2 63 $ m 391/2 +50 '.75 +50 -75 +50 -75 : '+Sp --75' +SO -75 +50/-75 +50 •75 +50 •7G6 43 U2 +50 -75 +501-75 +50/-75 +50J-75 450/.75 +50/-75 +501-70.1 +50-65.4 @ 47.112 +50 ,75 +50 J5 +50 -75 +50/-75 +50/J5 +90/-7L5 +50 -65.5 +SO -G1 9 z j 5F 72 +50/-75 +50/<75 +501-75 +50/-75. +50/-74S +56/'67.5 +SOJ-6L7 +50/-57.4 5512 +50/-75 +50/-75 +50 -75 +50 -75: +50/-71 +50/-64.1 a50 -SSs +50/•54:4 a: 591l2 +50 -69.6 +50/-69.6 +50/-69.6 +50/-6A6 +50 -68' +50/-613 +50/-55.8 +50/-5L8 ' 6312 450/-6L1 +50/-611 +50/-61.1 :+50 -6L1- +SD -61.1 "' +SO -5" +50/-53.5 +49.5/-09.5 GLASSTYPEA GLASS "TYPE B 67'I2 e50 -58.1 a50 -54:1 +5p/-SQI' +50/=54.1 .+50/-54:1 ,+5p/-54:1 -. +SO -535 7112 +482/-4&2 +4Sx/-48.2' +48z' d82 '.a4$z/-483 +48z -08.x ta8:x/-48.z +aS2/-48z MS9J'459--718'OVERALL 7V OVERALL .. 74 +4SA/-0SI +45 -05 +45 -05- a45 AS +45/-05 +45 -05 +45/-05 +45t A5 y16•AtAIFAfE0 31I6'TEMPERED < Ir Z 7116' AIRSPACE 711W AIRSPACE ,,\,`+f V...... .Unit UMtFI4ipht 39 PURFECTGLAZEW PURFECT'OLAZE-FP =Jt7 'No 58201 LPt W1dih 35.12 391/2 43112- -471n ' SIAM, 65 lm` $9112 63l/2 671n 12 391/2 +50' -75 +5005 i50/-75 +SO -75 +50 775 +50/45 +50/ :5 i50/•75 v50/.-75 +Sp ✓75 43 V2 +501.75 +50/-75 ♦50/-75 +SO -75 +50/-75 •+50/-75 +50/-75 +50/-75 ♦Sp ?75 +SD -74.4 &8"-GLASS BITE S(e' �GLAB.S SITE T-10 STATE OF 471n +50/,75-+50/-75 <i50 -75 +50'/-75 +50 -7S +50 -7S '+50/-75,.+501.75 +SG -74.9 450-69.3- vil tN,kAw0RIpFd6��� 5T12w +50 =75 +507-7s :. .450 -75- 450 -75 +50 .75: '.a50' •75 +50 -75 a50/-75 +50/-70.4 +SD -650 551/2 +50/-75 +Sp -IS +50 /-75 a50/'-75 +SO -75 450' -75 +50 -75 +50l-7L9' +SD/-665 +50/-6L4 ' ylfn�/4Httit4� 6912 +50 -75 +50J-75 450 -75 +50 '-75 ♦50/-75 +50 -75 +50/-74.6� +SO =684 +50'/-63.2 i5D -582 y" B31/2 +50 -67.9 .+50/-679 +50/-678 +50 -67.9 'asp -67.9 +50 ?619 t50 '-61q +50-65:5..+50 -6GA +50 -SSS 4J2'/P2015 671/2 +50 -60.1: +50/-60.1 +50 -60.1 +50 -6G1 +50 -60.1 +SO =60.1. +50J-fill. +50'/-Ml +SO -57.9 +50 -512 7]'tl2 .950%53.6 +50/.53.6' +SO/-516 +50 :Si.6 '+50'/-A6 +50/-516 +5pJ-53.6 :+50 -53b. +50'/-53:6 +5p/'-512 LUCASA TURNER; P:E 74 'a50 -50.1 +50/-50 i50 -50 +50 .50 a50/.-50 +50 -50 +50 -50 '+50/•50 +50 •5p +50/-50 Fl•PE:S 68201 12a9:IABARA AYE NORTEI PORT, FL 34288 \ GLASS TYPE C GLASS TYPE D PH 941380-,1574 DESIQN PRESSURE CHART+,q AND GLAZING DETAILS 'ENIK 09/23(M4 vwd-tl REV.: NOTE; CW5.1931 - A IF.SRE INTENDED IS IJOTSHt7WN, LEE NE%T LARGER size, SHEET` 20E-6 FLANGE WINDOW -DESIGN PRESSURES FOR EQUAL SPLR •0%' or'%O' WITH GLASS TYPES'A, D.C. INTERIOR ,$EOT10N VIEW,A-A ITEMS NOT SHOWN FOR CLARITY: 7.8,10,12,15-IW.& 21 'SECTION VIEW.C-C ALTERNATE FIN FRAME INTERIOR SECTION VIEW 8.8 SECTION VIEW D-D MTG ML REINFORCEMENT(2011) REQUIRED ON UNITHEIOHTSABOVE fir 620 PVC HORIZ. SLIDER NON -IMPACT �,:7i No 5820M1 4'p: ;'P BTATE OF 'W F IO1NAL 6n OF zx 427P2015 LUCAS A TURNER, P.E. FLPEN58201' 1424hSARAAVE. NORTHRART..FL34288 PW.94T-�80-1574 SECLIONVIEWS EMK o§iW4 - OWS•1031 A SHEET 1:2 a nrA BI , l 6 I/76' 1/9' 1 1S1C PVC MAIN FRAME-H-6127 PVC,TOP/BTM RAIL-14-6140 •,zCORNER WELD ALL,:eSIDES rdll/1C L-27i6"-- G� "V 1III { 1(IG` VIG" 11Y76' 115�16" 1:916- g 1516' PVC INTERLOCK RAIL -H6135 PVC DRAW RAIL-0139 ALUM INTERLOCK-S-2029 SVCGLAZING BEAD-S-6141 6' lWC 1.+16' {�/5�16,+71576`.�516'y ND ^l I I S16` fUl6' IUIt6 1VI�6` I SIKA - .003' tlia' ND ALUM 'REINF.-S-2043' ALUMIEINF.-S-2044 ALUM REINS. -,S-2005' NAL - ALUM REW.-&2004 " 16TKS ALUM ROLLER TRACK-S-2030 ALUM EXT. REWF--&201j 'SVC.COVER -P-5400 NOTE;ALL EXTHUMNS ARE ALUMINUM 6083-T6 UNLESS OTHERWISE NOTED. 620 PVC HORIZ. SLIDER NOMMPACT 112 58201' f A a MAXo.c.LrrP.l--.-r.—., ANCHOR AT MI I 1900SW 44THAYE OCALA FLORIDA34474 HSPAN FOR UNIT HEIGHTS OVER 63'(TYR)— 4 MAX.ITYP.)'-- S' a•mP) --i T THRU FAAME'ANCHOR (TYP-1 MA%ITYP.)— "EENOTE2- 4•MA7((Tty,( ' WWW.CWS.CC a' MAX(_WP) —SEE NOTE ;2 620WC.. INSTALLATION ANCHOR(TYPJ HORIZ• SLIDER INSTALLATION ANenoet7YP NON -IMPACT - MAX a^ MAXO.C. (TYP..) Py� 11L O $W Z 8�v S: f O > Z � E, e ANCHOR LAYOUT- (RANGE) ANCHOR LAVOU7- fFINI - - -- NOTE 7HR{FFRAMEANCHOfl3 �.MTG RAIL •(Z ���••�C Eg•,/ nIN, 58261 •.'PTA,. V :=9} STATE AF •Wptl NOTES;A T���p�$`" 7lWSCALL ONE ANCHOR AT EACH INSTALLATION COCpTION:SILL.ANCHOR SPACINGSAMEAS'HEAD. 25HIMAS REO)ATEACH INSTALLATION ANCHOAUSWGCOAO 8EARINGSHIM :MAXALLOWABLESHIMSTACK 708E"'. 6ESHIM6WHERESPACE GREATERTHAN I/16•IS PRESENT.. LOADEEARWGSHIMSSHALLSE Y)ONSTR4CJE0 OFHlGHDEN_�PLAST7OCP @ETTER..WOODfiHIMS AREN .- .. -., .- S , 3. ANCHOR TYPE SHE, BPACINGANDEMBE¢MENT BHALLBEA^y+,'SPECIFIED IN THESE DJiAWWp3; SEETABLE I-,SHEFIl 4� . 4. ALL INSTALLATION ANCHORS MUST BE MADE, OF OR PROTECTEDW"H c0RROSIONRESISTAtJT MATERIALOR COATING. DISSIMILAR METALS OR KfAT5AXs1MCOHLACTWiTHPRES`5URE TREATED WOOD MUSY .._ LUCASyI�TrU�,iNEA, $Er FI. P✓=R85 t ,BaPROT..ECiED'TO,PFiEVEKPRF,AOTtpN• Wa JABARAA E. NCRTHPOR7;FLw88 ' •: S.;WSTALLATIONANCHORSSRAL,L.BE-INACCORDANCEWITH ANCHOR.MhNOfACTUREFS;INSTALL'ATIOV;WSTRUCTMOS,ANI)ANCHOR@$HAL,LN.OT BE,U$PD;iN5(IBBFFjATE$WITH STREN_GTI�iS LESSTHAN THE;MiN7MUM FH"eS,1.3„QQ.157$ '. SBECIFIEDMTABLE�I,SHEET6.. a _ '. B.ANCHOREMBEDMENLTOSUBSTRATESHALLBEBEYONDWALLORESSWGORSTUCCO. FORCONCRETEICMU OPENINGS EMBEOMENTSRALLBE BEYONDWOOGBUCKSI IFUSED; INTOSUBSTRATE;-�IXBUCKSARE ANGW6R SCWEQUlE ANQ' OPTIONAL. - NOTE$ j:AMINIMUMCENTEiMTO CEN,TEFi SPACENOP.sHAC,U BE MAINTA ED BETWEEyACI.FASTEN,ERS:3•EQRMASONRµ'1°FORWOOb;ANDMETAI; ' 8.lORMASONRY OPENINGS. BUCKS ANDBUCK FASTEN ERSSHALL BE PROPERLY DESIGNED BYjHE ARGHITECTOR ENGINEERbF AECORDANOJNSTAILED�TOTRAN�R'WINDLdA,D9TQTHESTRULhVRE �� 9S�IT';' - SHALLMEETTHE MINIMUMSTRENGTH REGUIREMENTSASSHO`WN INTABLEI,SHEETr.6„ CONCRETSANDMASONRYSUBS6R TES'MAVNOtBECRACKE0." 8'SUBSTRATES SEALINGANDFLASNWGSTRATE OVE A�i i�E91 CEOFINSTALLATION SHALL BE DONE BY OTHERS FOLLOWINGTHEDURREUrVERSION OF THE REFERENOBDOCUMENTS; CWS•11137 A SHEiET- FMA/AAMA tUOjFlN WWDONfS} NAAMA-200LFlANGEWINDOWSDMA 260(BOXWWDOWS)FMA/AAMAAYDMA B00(EXTERIOR:000RSj .. , T:PD S.OF 6 16 Vd* o;c: (TYP.) 1� X O ' SEALANT BEHIND FLANGE BY INSTALLER TYPICAL HEAD ANCHORAGE MAY- SHIM 1,'0 MAX SHIM I/ w' UER7'GALSECTION -S 'TYPKIAI:SRIANCR,QRAGE' TB HORIZONTALSECTION .6 TYPICALJAMB ANCHORAGE. TABLET: APPROVED INSTALLATION FASTENERS�-- -'- - SU8.4TRATE TYPE ANCHOR TYPE MIN, EMBEDMENT MIIiEDGE GIST. CONCRE(E(2.0 KSI MR). 3M6`TiW TAPCCN- 11HOILOW:OR GROUFFLLED CMU 9117 PCF MR) 3M6'RW'TAPCON, 1'HOLLOWSGROUT-FILLEDCMU(ASTM 090) W161. ELCOULTRACON 1•i14'2%MN.S4UOR PRAWGE ECCO.ULTPACON X MIN..SOURIERNPNE(O D;55) A10WDODSCREW, T-3!e' 7/8' Ifi GAUGE!(0,060'JMN, STEE(,STUD (33KSIYIELDMR 8f01S:HIlTI1SWIKPLEX.OR:DW TEKS SELF-DRiLLWSi'SCREW FULL.'1FIREAO- THRU 0.0W'118° 7J16` ALUM, (6063-T.5 MNL) OR VB`,SJEEC(.Kf KSIMN.) A10 GRADE 5 SELF' -TAPPING I DRLLNGSCREW FULL.THREAD THRU 0.125' 7118• MN" -- 2XMN:'SOU)HEWJ PM(G0.55).... 010 WOOD SCREW 1 1.10 1 12 C HONIZONTALSECTION 6 TYPICALFINANCHORAGE HEAO AND BILL SIMILAR FOR FIN INSTALLATION NOTE ADDITIONAL TFIRU-FRAME ANCHORS (AS SHOWN INGET. A!6) REO'D AT MTG RAIL SEE SHEET ANCHOR LAYOUT. 620 PVC HORIZ: SLIDER NON -IMPACT ,No 5B201 STATE'OF .LUCASA. TURNER, PA FL PEC 58201 1239JARARAAVE. NORTHPORT, FL34288 PH. 941-380*1574 BDXINSTALLATION ] .INSTALLATION DETAILS PLANC15 REMOVAUNOTE: PARTIALLY.OR,FULLYAEMOVING'THE FLANGE, UPTOAND INCLUDINGABOX-FRAMEAPPLICATION IS ACCEPTABLE PROVIDED:. • MIN, 114• FILLETOF CONSTRUCTIO"RADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FUUL PERIMETER, BY INSTALLER. - PRODUCTANCHORAGEIS IN ACCORDANCE WITH..REOUIREMENTS AS SHOWN FOR FLANGE WINDOWS, EMK 09M14 VS-1031 A SHEET 12 DOF6 OFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ♦... U00. 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 VISIONS: O I 1 x --s, P �« T r 44- I 4 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: l t� IZ BUSINESS NAME:. n r. I . !i aY QUALIFIERS NAME: ADDRESS: 06 S CITY: -pq-, . STATE: PHONE (DAYTIME): `T7A-5Aa-//3 OWNER/BUILDER INFORMATION: NAME: m ST F CITY: l'CJ //Y1 zgi /Icr3 STATE: �` PHONE (DAYTIME. ,la �/l-�Q?�7� FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ,)nhf'\ Y ADDRESS: CITY: PHONE (DAYTIME): CO CERT. #: ZIP: 0. Revised 06130117 Hp ^. � i- - EV � � et �i C,06"py ,FILE 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 3213 — 3223 Morning Dew Lane Permit # 1805-0327 Revision to Sheet TH-1" Dimensions shown on Sheet FH-1 for location and clearances of lavatory and water closet have been revised. doh l' Yi PART TWO: CHAPTER 7 FAIR HOUSING ACT DESIGN MANUAL one 30" X 48"— clear floor CLEAR FLOOR SPACE AT clear floor space spaces adjoining RANGES. COOKT®PSs 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 1/ parallel orientation allows the wheelchair user to zzl make a close side approach permitting safer and easier reach to controls and cooking surfaces. A forward approach, on the other hand, is difficult and unsafe, especially when controls are located at I o OO the back, because it requires seated users to lean OO forward over their feet and knees to reach not only I hot pots and pans but the controls as well. See L -- pages 7.11 through 7.16 for required clear floor ------ / ace 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 E 7.4 0 OFFICE USE ONLY: / �r DATE FILED: lV —� v REVISION FEE: PERMIT # 1 J 2-v� RECEIPT # PLANNING & DEVELOPMENT BUILDING & CODE REGULATION RECEIVED 2300 VIRGINIA AVE? FORT PIERCE, FL 3498 JAN 1.6 7019 (772) 482.1553 Permitting Department APPLICATION FOR BUILDING PE St. Lucie County PROJECT INFORMATION LOCATION/SITE ' �. t f h ! � ADDRESS: SL-bo3'z�3 �2Z3 oc a., DETAILED DESCRIPTION OF PROJECT REVISIONS:;�o.nCD / .J ..�mr �ht� �2✓�StoA� CS �1�` CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: o r) BUSINESSNAME: 7�LIl� cA?ape. QUALIFIERS NAME: �C .YliP_P ADDRESS: 5 f lN�il�2_f CITY: F-� i IE 7 STATE: PHONE (DAYTIME): 7:&- - -1' / OWNER/BUILDER INFORMATION: NAME: :� ". S ADDRESS: , 5 7i141f . !s CITY: eSi c to _c .6 S1 PHONE (DAYTIME: Cf&4A ARCHITECT/ENGINEER INFORMATION: NAME: ip ADDRESS: "CyfI PUP CITY: a2: ST PHONE (DAYTIME): '77�- _3-7U•-1�1yC2 a " ATE: ST..LUCIE CO. CERT. #: ZIP: FAX: ZIP ,7r3�K>Lc% FAX: FL FAX: ZIP: ill 'A2 a F i m' IF T-lk Revised 0�1C P a ,L'I 4 '` " ti r 8 '�� � � \[{�.• FRS[{[`+;�j{[ ����yyJ� � �� ft•-' Lu. 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 18 3214 — 3224 Morning Dew Lane Permit # 1805-0331 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. e �M OF F40 Ivl•��'ster s6V 7,&,A D � Va 'p • derl�] �- �'L' 4..r � c,� �,� I�,! C� ; ;;. '���� 000 r3 ,•/. Y� F E'�,r„ +t9t P 1{[41 ? + �•r ,N t, • � a�df/; � ,ryL, s . � 1 ,; � aa4 •j y . .V Rcelve" BAN 16 2019 P@rmltting Do St, Lucle Quuatyent DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION MIAhII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 Genteel Doors Inc. J a r, l w.n I - - -- _ ___ - ore fret REVIEWED FOR COMPLIA -CE Ville St. Laurent, Quebec, Canada H4T1K6 REVIEWED Y � 1'1 7� Iq SCOPE: DATE PLANS AND R�1I D ST � KEPT ON JOB This NOA is being issued under the applicable rule n!&,UanWatip)($ihBSXdlT nstruct on materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION ries "GenStorm" Outswina Ooaaue Steel Doors APPROVAL DOCUMENT: Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMP', sheet 1 through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Re}t}�t`�tgst l it ti RCScD ViGRiC Acceptance number and expiration date by the Miami -Dade C Product Control K1 da MISSILE IMPACT RATIN Large Missile Impact Resistant ARE SUBJECT TO ANY COPRFC'i ICPdn Limitations: REQUIRED BY FIELD INSPECTOFS THAT 1. See Design Pressures in sheet 1. See anchor options in sheet 2 and Hardware optio&,fiysR&j4E& axSAWANrORDER TO (positive) DP=+65, where water infiltration requirement is needed. COiti$PLY WITH ALL APPLICABLE CODES. 2. Options #1 and 6 require total two (2) surface bolts (top/bottom) on active panel of the single or double doors. LABELING: Each unit shall bear one of the following permanent labels: Gensteel Doors Inc. Genteel Doors Inc. North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, Canada K6H7M4 Plattsburgb, 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 -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA ff15-0825.04 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chaada, P.E. APPROVED Y'�, 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 "Genstorm Outswing Steel Door System - LNII', sheet 1 through 8 of 8, dated 02/05/11 and last revised on AUG 21, 2015, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS (submitted under files #12-022334 /#10-1203.02/#05-0127.11) 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT) Along with marked -up drawings and installation diagram of Genstorm Opaque Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated 10/ 14/10, signed and sealed by Jorge A. Canso, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(PMK177T threshold) 4) Large Missile Impact Test per FBC, TAS 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 Outswing Honeycomb Steel Door System, prepared by Intertek Testing Services, signed and sealed by Stephen J. Emerman, P. E. (# 05-0127.11). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(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 1. Tensile Test, per ASTM A370-05 item B (1) (7) 2. Tensile test report NO. FTL 5877 per ASTM A370-05 dated 10/13/09, issued by Fenestration Testing Lab, signed and sealed by Julio Gonzales, P.E. (submitted under file # 10-1203.02). F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51 Edition), dated 08/20/15, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 2. Statement letter of Lab. Compliance, as a part of above test reports. lska`t \ . U .. -\-- Ishaq L Chanda, P.E. Product Control Examiner NOA No. 17-0803.01 Expiration Date: July I4, 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 GenSteel Door, Canada & North American Door Corp, N.Y. dated 10122/10, signed by Bruno Gervasi and Antonio Gervasi, respectively. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMI", sheet 1 through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. Test 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(PMK177T threshold) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 7) Tensile test per FBC, TAS 202 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FIT. 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 (Se Edition) & FBC 2017 (6m Edition) dated 05/16/17, prepared by MCY Engine c., signed and se e y ipmg Wang F: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 L Chnda, P.E. Product Control Examiner NOA No. I7-0803.01 Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-2 SHEET) (FRAMOPENINj 95TI6' MAX. (DOOR OPENING) A drc •+ - f7 ��. .. y. SEEANLHOR D ••�•� •\+J ,ilUClrvE' `7��Y SHEET3 6NFETB 6Y'MAK SILLCORNERS MAX. t ( (a 1v �� `F%1RA M'CHORS Fqi .WCNORIMO WOOOONLY � �• +-ACIIVE+ �2 1{?1Yf(TXK ` NICHDR 'OH ALUMNUMTUBE 14L0. FI'WCONC, TO CONL. ANCHOR LAYOUT DOUBLE DOOR TYP. ELEVATION ppf 1TPE4YGL]POHLTI DESIGN LOAD ITvna��apxPNNAnw6onaxuLEn EPfK) H65.0 .0 PSF -65.0 PSF SERIFS GEN5TORM OPAQUE OUTDWNG STEEL. DOOR ILMO -THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY NBTH WE 10. MULTIPLY -ULTIMATE DESIGN LOAD OBTAINED FROM ASCET.ES REQUIREMENTS OF THE BTH EDITION FLORIDA BUILDING CODE (201T)INCLUDIN BOaSHALLBELESSTHANOREOVALTO MA%.OES IGNL IN THIS DOCUMENT. HIGH VELOCITY HURRICANEZONE (HVHZ). -DOORS RATED FOR LARGE MISSILEIMPACT AND DO NOT REQUIRESHUTTERS. -2XV.0C CKSBYOTHERS MUSTBEANCH0RE0 PROPERLY TO TRANSFER LOADS TO THE 5T0.UCNRE. -DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. (SINGLE ROW SELF ADHESIVE CLOSED CELL FOAM TAPE TO BE APPLIED E NTIRE PERIM ETER OF FRAME). IS USED -ANCHORS$HALL BEAK LISTED, SPACED AS SHOWN ON OETNLS. Af-DOORPANELMIN.20GA(0.05S1STEELM1RFy-SSKSIMIN.. ` ANCHORS EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING Fr OKSIMIN. OR STUCCO. DOOR FRAME: MIN. 16 GA(0.04N1 STEEL MIN. Fy -He K61 MIN., Fw KSIMIN. -ANGHORINOOR LOADINOCONDITIONS NOTSHOWN IN THESE DETNLS ARENOTPARTOFTHISAPPROVAL -..R'AIIELSTAIHLESSOP DATB-f$TAINLE56STEEL DOOR PANEL MEETING MIN. Fy=65 K61, Fw55 KSI MIN. OR BET lER - MATERIALS INCLUDING BUT NOTLIMITED TO STEEVMETALSCREWS THAT COME MAY DUAMFY HAMS'MR4CERTIFICATOAS A VERIMCATION OF INTO CONTACT WITH OTHER OISSIMILAR MATERM155HAM. MEET THE THE AVAILABLE MIN, YIELD STRENGTH. REQUIREMENTS OF THE BTH EDITION FLORIDA BUILDING CODE (2017) SECTION AS APPUCASLE -DOOR FRAME STAINLESS OPHON: 16 GA (Bn601 STAINLESS STEEL DOOR FRAME MEETING MIN Fy • N$ KSI, Fw55 KSI MINOR BETTER - METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUSTSUPPORTLOA $ NAY OVALIGY XANNG'MILCEgTIFICATE'ASA VERIFICATION OF IMPOSED BY DOORSYSTEMAND TRANSFER THEM TO THE BUILDING STRUCTURE. THE AVAILABLE MIN. YIELD STRENGTH. SILLCORNERS (X) MPX. "Inrvw"�' SINGLE DOOR TYP. ELEVATION HARDWARE CONFIGURATION OPTION 1 THRU 10 FOR ACTIVE PANEL ONLY -^'—�rypNEItNDTN) AT MV MAX J¢3— P13 HU 0 III :' ' 1I 111 III Ilf III III I3 iH 1E, ��� •. ..'1 OPTIONAL EMBOSSED DOOR LEAF PATTERNS: Nuv i 5 lull IRWUCf YEYI6PD b�tivilY lbe F}RiBS tiplamAwNW.7 HYOq, o 20 ' pF/IIN CeMef YIPING WAND, P.E. FLORIDA REGISTRATION PE #5595G CAN. 25677 u° f AD10-01 NOTES EGRESS REQUIREMENTS TO BE REVIEVrED BY BUILDING OFRCBLL. SHEET T OF B "'MI DADS CUUIJN � ' APPaovEo 6 FIlPNT UW WxG TO PPRIEO M AS NEFfKO 04 0 w w CONCRETE HEAD DETAIL FW CtlRIELWf10NLT WCPEEN . . ®wo a W INSLPpl IN. EDGE DISK I`NIn-EME TYPICALTHRESH0LD �B RATED FOR WAtERRESISTANCE a� a� N 6io1 ' N I6NLSIWIG:PUTE I—k21#1d X 11/4" INS :PLATE_ 31 ECH SRE w HEAD DETAIL A FIXNW5F0.VPpLY HEAD DETAIL A OPTIONAL THRESHOLD p R4TED FOR WATERRESISTANCE 0 w w 0 x w HEAD DETAIL A HEAD DETAIL__(A) iQl4JIdE 0D]II tl1Y TYPICAL ANCHORS (off THRESHOLD: TYPE F.1 1/4" OR 5116" DIA ULTRACONS BY'ELCO' FY = 155 KSI Fu DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE 1-12" MIN. EMBED 2-12" MIN. EDGE DISTANCE TYPE F.2 1/4" TAPCON BY ITW FY = 90 KSI Fu = 120 KSI DIRECTLY INTO fD'=3D00 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 0 JAMB BOTTOM CORNER: ANCHOR 5 REMOVABLE MULLION BOTTOM: ANCHOR (M REMOVABLE MULLION T TYPE F.3 3116" DIA ULTRACONS BY'ELCO' FY=155 KSI Fu=177 KSI TYPE F.3 3/6" DIA. SLEEVE ANCHOR BY'WEJ-IT' TYPE E.1 IX' SMS OR#14 SMS (MIN. GRADE 2 DIRECTLY INTO fc=3000 PSI MIN. CONCRETE DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE CRS) OR ST/ST 1-12" MIN. EMBED, 2-1/2" O,C. 1-1/2" MIN. EMBED, 1-3/4' O.C. DIRECTLY INTO fc'=3000 PSI MIN. 2-10 MIN. EDGE DISTANCE 2-1)2" MIN, EDGE DISTANCE CONCRETE 1-12" MIN. EMBED, 2 V2" O.C. 2-12" MIN. EDGE DISTANCE NOV 15 2017 PIPING WANC, P,E. FLORIDA REGIS X10N, PE #TV CA.N: 20611 AD10-01 sNaeT z OF e IAMB/HEADER TO BE 3000 PSI GROUT WHEN WIRE ANCHORS ARE USED V ACTIVE a v / I r. 12. 5 3000 PSI GROUT FILLED WIRE ANCHOR ;rE ELEVATION FOR SPACING) SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) SHIMSPACE' l"l� -l'J IVES FACE—e�4il2-14 x 718"SCREWS 16 BOLTS @ IT O.0 DOUBLE DOOR OF (SEI DOUBLE DOOR FRAME ...._._.` — (SEE SF MIN. - MBEOMEN INACTIVE /-@B EMAANCHOR AT EA. ANCHOR IVES SB 453 SURFACE MOUNT FLUSH BOLT A - 1/4' MAX " 3 EXTERIOR SHIM SPAC HINGE JAMBDETAILg OPTION 1 SHEET B) INACTIVE #6x1"TEK SCREWS @ 6 1IT O.0 ANCHOR TYPE F1 T�' DIA. ULTRACONS- (14" EMBED) 2�" E.D. © I 18 GA STEEL 4-? LG ANGLE n Y I� 8 LOCK OPTION ACTIVE/—, -VON DUPRIN MORTISE (BEE SHEET 6) PANIC DEVISE �T' MEETING STILE DETAIL LOCK OPTION#2 SHOWN V TYPICAL ANCHORS THRU EMA (EXISTING MASONRY ANCHOR) (4 JAMB: 5/18"DIA ULTRACONSBY'ELCO'Fy=1SSKSl Fu=17]KSI TYPE D. 31W DIA POWER BOLT BY'POWERS' TYPEAI DIRECTLY INTO 2BY WOOD BUCK DIRECTLY INTO fC=3000 PSI CONCRETE TYPE A2 DIRECTLY INTO fC=3000 PSI CONCRETE 2-1/2'MIN. EMBED 1-112" MIN. EMBED 3" MIN. EDGE DISTANCE 2-11V MIN. EDGE DISTANCE TYPE E. 5116- OlA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR STIST INTO METAL STRUCTURES (STEEL CRALUMINUM 118" MIN, THICK) 31W DIA HLC SLEEVE ANCHOR BY'HILTI' TYPE B.1 DIRECTLY INTO fd=30D0 PSI CONCRETE, 3' MIN. EDGE DIST. SIB" MIN. EDGE DISTANCE TYPE B.2 DIRECTLY INTO fm'=2000 PSI CONCRETE BLOCK, 3-10 MIN. EDGE DIST. STEEL: Fy= 36 NSI MIN. 1-IW MIN. EMBED ALUMINUM: 6053-T6 MIN. O WITH ALUMIN OR PAINTED) 3/B"DIAS RBY WE,I-IT TYPE C.1 DIRECTLY INTO fc'=4000 PSI CONCRETE, 2-3/8"MIN, EMBED TYPE G. WIRE ANCHORIFv=60 KSII WN.IVLOIr TYPE C.2 DIRECTLY INTO fm'=2000 PSI CONCRETE BLOCK, 1.IW MIN. EMBED 0.173 DIA STEEL WIRE ANCHORS EMBEDINT03000 PSI CONCRETE BLOCK 2-31V MIN. EDGE DISTANCE (HEAOER/NMB TO BE GROUTED NNTH 3000 PSI CONCRETE) OPTIONAL BOTTOM CORNER ANCHOR DETAIL ►QODBCt YEY® ..wybt+x%9 rlww A=6.es N. 1 -0 •OI E\pirr Me k lfiiy r~ ' d "22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE NOV. Z.5: 2017 YPND.WANC, P.E LPRIDA REUVRAIMN PE #55963 C.AIN.'28679 ADID-OS slB 3 or e SEE SHEET 3 FOR _MIN.(D z TYPICAL ANCHOR mu DM (SEE ELEVATION ', ©EMA ANCHOR S8453 SURFACE BOLT LOCK OPTION c tl FOR SPACING AT EA. ANCHOR OR FB458 FLUSH BOLT- `—(SEE SHEET6) SEE SHEET 1) " _�__; INACTIVE15 ,1. ACTIVE 114' MAX. 16 3 @/ 2 14 SHIM SPACE EXTERIOR m w� HINGE JAMB DETAIL �-+ MEETING STILE DETAIL l l \ n r LOCK OPTION #3, #90R #10 SHOWN >? 8 EMA ANCHOR go mm SEE SHEET 3 FOR °1 rc AT EA. ANCHOR LOCK OPTION FU x UE i a6 FULLLENGTH tl TYPICAL ANCHOR oN ACTIVE (SEE SHEET 6) STEEL BAR A36 Zf p op 1 7 INACTIVE C (SEE ELEVATION �k3 m FOR SPACING - SQ W i ,�.. SEE SHEET 1)� -"-' I ? °u m I. ..__� 1 } II W z -p 112�MIN. _ m w E BEOMENru 0 4 m9 114" MAX. _1 3 s SHIM SPACE EXTERIOR HINGE JAMB DETAIL /+ MEETING STILE DETAIL E i STRIKE PLATE l� LOCK OPTION #4 SHOWN IJ 9 WITH (2)#125M5 8 EMA ANCHOR m (� g SEE SHEET 3 FOR w AT EA. ANCHOR (2) IVES SB 453 SURFACE MOUNT LOCK OPTION TYPICAL ANCHOR j ACTIVE FLUSH BOLT (TOP (SEE SHEETS) INACTNE Q m $ (SEE ELEVATION U & BOTT.) CVR FOR SPACING E ¢ t p a 2, SEE SHEET 1) H I m 9 �� ! L fI 1 =N� I (1SI ift f! ` li 3 Lg ) ( k t i i m c ANCHOR TYPE F2 $ - S ,n y }' x 24- SLEEVE ANC 1/4"MAX. ° p Y SHIMSPACE EXTERIOR 5 74 4 q EMBEDED 1-}" O c INTO CONCRETE �� I- w HINGE JAMB DETAIL /'� MEETING STILE DETAIL / f11 Mail 5j 2017 tN0 \J LOCK OPTION #5 SHOWN LJ ?' -R Pi 0 �FfiGIStIRknoN ^, IRODUCf ILL-VFPJD PE J559BS °� uoep .YY 6e11r116 C.&N. "s99�7": scut: m 11 HC822 MULLION AAW mput -o o .el ^��: *•- REMOVABLEMULLION - " 22 PEMKO 375 ASTRAGAL Wt SPONGE NEOPRENE W/REINFORCEMENT nw c'w - I `aDlo-07 6N8Bf 4 or 6 J S 09--©EMAANCHOR o6� ou 8 EMAANCHOR ATEA.ANCHOR �2wr �❑ LOCK OPTION SEE SHEET 3 FOR SEE SHEENCHOR AT EA. ANCHOR SEE SHEET 6) TYPICAL ANCHOR =' - '. m NON DUPRIN" 9875 PANIC DEVICE TYPICAL ANCHOR y ACTIVE MIN. r e,N ry SEE ELEVATION 1O❑ INACTVE SURFACE (SEE ELEVATION o` ( .O O ' VERTICAL RO MBEDMEN r m n 3 CVR - FOR SPACING) FOR SPACING \ K 41 SEE SHEET 1) 1 a ! rT- -T -- _ _ 1 m 5 I ,I— Ir { w w a 112 MIN1--- L- - ❑ wU E BEDME 1} ! i!-^ r# t i ! 5- i` Y r - 1 u 3 u W n --- z❑ OJ zU w ^� -.. 4 . o� --' UmU rvm `u 114 MAX, 1f4"MAX. "c SHIM SPACE 18 13 3 EXTERIOR 2 SHIM.n = aci� HINGE JAMB ^ MEETING STILE DETAIL / !'\--- STRIKE JAMB DETAIL C a6: DETAIL lJ LOCK OPTION #6 SHOWN D G Z F N SEESHEET3FOR ®EMAANCHOR 8 EMAANCHOR TYPICAL ANCHOR AT EA. ANCHOR w0 SEE SHEET 3 FOR AT EA. ANCHOR el0 TYPICAL ANCHOR -'VON DUPRIN" 9875 PANIC DEVICE (SEE ELEVATIONfi z0 MIN. 1 SURFACE LOCK OPTION IVES SB 453 SURFACEI FOR SPACING) 00 0^ o (SEE ELEVATION MBEDMEN FOR SPACING �— VERTICAL ROO (SEE SHEET 6) --MOUNT FLUSH BOLT r w y7 Nm SEE SHEET 1) I I ' CTNE N<now='/ i INACTIVE Ragm /� II A w UUU I� j .� y 5 / 1 ; I::... l iw ems wEo /4"MAX. SHIM SPACE�f EXTERIOR CE HINGE JAMB MEETING STILE DETAIL STRIKE JAMB DETAIL ~ /+ Q$�a DETAIL C LOCKOPTION#7SHOWN D E w Q SEE SHEET 3 FOR 8 EMA ANCHOR ¢ " OB EMA ANCHOR 0 AT EA. ANCHOR TYPICAL ANCHOR AT EA. ANCHOR SEE SHEET3 FOR ❑ : TYPICAL ANCHOR NON DUPRIN" 9875 PANIC DEVICE LOCK OPTION (SEE ELEVATION 'MIN. w MIN. C INACTIVE SEESHEET6) ACTIVE FOR SPACING) MBEOME r '� (SEORSPACING MBEDMEN C (-CVR °e FOR SPACING � i in Jn SEE SHEET I) z �� _ I FFW. -I m I i � I _ I K 0 O W uN R o mpm .I '1 # a 1 ( �( I i x cmi�m w � x.. O .zoz i 1 I I t E # i i (.D i# 1. ZU= U O o� ❑ OJO - e E! i. 1 e :. 3 i i F M UaiU W rn w 1/4" MAX. u a U Q EXTERIOR BHIM SPA , i I. '=,510 SHIMSPACE urur_c in..o �\ MEETING STILE DETAIL STRIKE JAMB DETAIL D REGI pnON ' LOCK OPTION # 8 SHOWN E ROOUClveVleBp {MM1 he RICA F{APICA REGISiRAnON vE #5590 CAN.=P86)] '. un v-os-�1 ..4 Ra4yM hoe ._:� romx w-ni '• 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE MkYI ME LOUMI' '//llil l\,+1' ADIO-Ol SHEET 5 OP 8 OPTION 1 ACTIVE LEAF: VON DUPRIN 9827EO SURFACE VERTICAL RODMHM29 STRIKE USING SIXO9125.O1 MACHINE SCREWS AND TING 014tVi. 01 MACHINE SCREWS SEALED WITH GE SILICONE W TVES' SM53 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO BE FASTENED WITH (2)10 x 142'TEKS SCREW - (2)14x1 1-1/4'MB LOCKOPTIONkCANAPPLY TO SIN�GEDOORS ORS ACTIVE PANEL OPTION 5 ACTIVE LEAF: PRECISIOM HC2MO MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4)10 x lAM' FH SMS INACTIVE LEAF: INACTIVE LEAF: VON DUPRW 962TEO SURFACE VERTICAL ROD WITH P229 ST[IKE - 'PRECISION' HC2800 CONCEAIEDVERTICAL ROD. SURFACE USING SIX ft,25.. 01 MACHINE SCREWS MO TWO #14✓ .5 MOUNTTWO POINT LOCK SYSTEM WITH'PRECISIOW PANIC IV) MACHINE SCREWS SEALED WITH DEVICE LOCATED 417 FROM BOTTOM WITH (4) INN x 1-1/4' 'GE SILICONE IOU ON MS 'IVES' S8453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WITH (4) 12 x MW M MS OPTION 6 PEMX00375CR OVERLAPPINGASTRAGAL ACTIVE LEAF: 'PRECISION NUMB CONCEALED VERTICAL ROD, SURFACE OPTION 2 MOUNTTWO POINT LOCKSYSTEM WTH'PRECISION PANIC DEVICE WITH (4)f0.24 x I-IW. LOCATED 3?12'FROM BOTTOM ACTIVE LEAF ' INACTIVE LEAF: ONE/ oUPRIN' 98TS MORTISE EXIT WITH (2) W2 x M' PH MS. PRECISION- HC2200 SURFACEVERTIGIL ROD. SURFACE MOUNT \LOCATED3&3WFRCNBOTTOM TWO POINT LOCK SYSTEM WITH'PRECI910M PANIC DEVICEWIIH r \ (4)1024x 1-1/POHMS. LOCATED3}IW FROM BOTTOM INACTIVE LEAF: (2)SURFACE MOUNT METALLIC STRIKE PIATEAT HEAD TO 1VES' SM53 SURFACE MOUNT MANUALLY OPERATED BE FASTENED WITH (2)114-S0 PH MS SURFACE BOLT TO BE FASTENED WITH (4)12i 1-1I4' FH MS PEMKO 075CR OVERLAPPING ASTRAGAL OPTION 7 ACTIVE LEAF: 'PRECISION' HC2200 SURFACE VERDCAL ROD. OPTION 3 (4)10.24x MW ON MS. LOCATED 39S14' FROM BOTTOM INACTIVE LEAF: ACTIVE LEAF: 'IVEB' SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO BE FASTENED WITH (4)12 x 1414" PH MS HANDLE. WITH S SURFACEMOUNTMORTISE LOCK WITH HANDLE. WITH SURFACE MOUNT METALLIC DEAD -BOLT. LOCATED 38' FROM BOTTOM WTH(2) B32 x j PH MS OPTION 8 INACTIVE LEAF: LONG 18 GA STRIKE BOXTO BE FASTENED BY (2)01284 ACTIVE LEAF: SCREWS -VONOUPRIW EWTH(9847CONCEALED VERTICAL 3O 4'F PANIC BOLTAOOPANFACENIOUNTMA(4)1W2OPERATEDIBURFACE DEVICE WITH(2)&32x35'FH MS. LOCATED 39-311'FROM BOLT AT TOP AND BOTTOM WITH p)1l4T0 x1JA'FH MB BOTTOM SURFACE MOUNTMETALLIC STRIKE PLATE ATFRAME HEAD INACTIVE LEAF: TO BE FASTENED WITH (2)INC x 1-1H'FH SMS MOUNT TWO IO!V HC2B0000NCEALED VERTICAL ROD. SURFACE POINT LOOK SYSTEM WITH 'PRECISION' PANIC DEVICE VdTH (4)10-T4 z 1-114'. LOCATED 313-1W38-12' FROM BOTTOM OPTION 4 (RIM EXRWITH MULLION) ACTIVE LEAF: PRECISIOW HC21M RIM EXITPANIC MECHANISM SURFACE MOUNTLOCATED 41S/4' FROM BOTTOM WITH BY (4)10-20% 1-IM-OHMS MUWON INACTIVE LEAF: 'PRECISIOWHC21MWMEXITPMN DEVICE.SURFACE MOUNTLO M041SI4'FROMBOTTOMWITHBY(4)114-20x 1' FH MS REINFORCED MULLION: 7CB22 PRECISION HARDWARE REMOVABLE VAM (4)}' 20 x}' MS OR f14 x V SMS AT TOP. }' x2 }' SLEEVE ANCHOR EMBEDDED 14' INTO CONCRETE AT BOTTOM. OPTION 9 ACTIVE LEAF: LLITORMA' CL]OO SURFACE MOUNT METALUC HANDLE AT 39IW FROM BOTTOM WITH (2)f X M' PH MS AND (2) 0 X M' M MULTI THREAD SCREWW, OORMA' DB660 SURFACE MOUNT METALLIC DEAD BOLT AT 4510 FROM BOTTOM WITH (2)114'-20 X 15/0' FH IS: (1)11032 X2111' PH MS AND (2)nX Y0' FH MULTITHREAD SCREW. INACTIVE LEAF: ONE FLUSH MOUNTMETALUC STRIKE PLATEAT3912-FROM BOTTOM W9 (2) #f O X 1' M SMS AND ONE FLUSH MOUNTMETALLIC STRIKE PLATEAT45 12'FROM BOTTOM WU (2)B8 X 35' FH MULTI THREAD SCREW. 1VES' SM53 SURFACE MOUNT MANVALLY OPERATED SURFACE BOLTTO BE FASTENED WITH (4)12 %1-IM-FHMS r777 [A DOOR. EDGE CON5TRUCTION DOUBLE DOOR o-N nN HINGES: STEEL MORTISE HINGES 4 PER LEAF. LOCATED AT9{7' MAX. FROM TOP OF DOORTO "iO CENTER LINE OF IST. HINGE AND TO BE SPACED U nn OUT NOT TO EXCEED 37-15116"FROM CL TO CL OF Zm iHINGE. TO BE FASTEN ED BY#12-24 X}"FLATHEAD F 16 0� MACHINE SCREWS. a ZJ N SINGLE DOOR W o =0 HINGES: STEEL MORTISE HINGES 4 PER LEAF. LOCATED AT 1"14" MAX. FROM TOP OF DOOR TO z .mm, CENTER LINE OF IST. HINGE AND TO BE SPACED Wy HN OUT NOTTO EXCEED 26.5116' MAX. FROM CLTO CL OF HINGE. TO BE FASTENED BY#12-24 XQ" 00 H� FLATHEAD MACHINE SCREWS. c OPTION OF -� ACTIVE LEAF: 'DORMA' CL700 SURFACE MOUNT METALLIC HANDLE AT 3912' FROM BOTTOM WITH (2) #BSB XWV PH MS AND (2) to X M-PH MULTITHREADSCREW, TORMW DBSSO SURFACE MOUNT METALLIC DEAD BOLT AT 45 12' FROM BOTTOM WITH C! 114'-20X 1 WV M MS: (2) SIM2 X 2 L PH MS AND(2W X W8' PH MULT THREAD SCREW. INACTIVE LEAF: 'NES-FBgSB FLUSH MOUNTMETALLICFWSHBOLTSATIY AND 71' MOM BOTTOM W/(4)te X M' PH MULTI THREAD SCREW. ONE FLUSH MOUNT METALLIC STRIKEPLATEAT3912' FROM BOTTOM W/ (2) #10 X V FH SMS AND ONE FLUSH MOUNT METALLIC STRIKE PLATEAT45IM FROM BOTTOM W4 (2)RB X MB' M MULTI THREAD SCREW. s Imucr EVIlm il/4 DEAAfCdx O E Y „e�17-080 •o) o NO4l 15 201.7 YIPING WPNC; P,.E RORIDA REGISIRAWN YE 1559@J CA E'n ADIO-01 SHBCT 6 OF 0 12 ,a �jo G HFLWW DUST BOX 18 GA DOOR FRAME JAMB AND HEAD O R)lf 3B/IB 'c• 1T/10- 1T�e"_ I ,D THRESHOLD i 3s�B......... ^ n THRESHOLD 3s�• 1s�e � �n OPTIONAL THRESHOLD 0,1]3' PART. OLIOOO BDRfomo.GAt CLOSER BOX REINFORCEMENT FAW" MASONRY WIRE ANCHOR FY•BOW -0B• .Ur. V BLOT TW WGHMEADNN ""RCEMWFOR MSS B11R Aae SURFACE BOLT STRIKE (OPTION A) -ki— Yi 10 GA HINGE REINFORCEMENT O 8 C4 10 Qua m.0 + + uo + � I C�TAfwc I Nn N +I i mm�w li aov i I mEs�w I 'IE'mTiw maw + + R6 I } + VMt W. DRIOIDII. W MORTISE BOX M 12M (1.Glj REINFORCEMENT FRAME REINFORCEMENT 41& As `—f (1-,l .134" THICK STEEL HINGE 0 O 'y° is IB WVGE n� 1 0.EINfORCEMENi _ A. I HOIES I awTFaPEDFvmFGR I .luEscl¢vrs FRI100 FAW10 EMASTEELANCHOR STRIKE DUST BOX ASA STRIKE BOX REINFORCEMENT 2" 1,48/{ 26 1 III+. 14 ( • O7—! IOOAs11RFPCE�� / 1 fO MMGRRSE BOLTNOHIISE 6lRlllE\ 1 LOCMEDGE MBKgYEOENT f RNNFORCEMEM � N M ,U3 OHILLm 11% MDT.BPPF➢FOfl .10.v spiEw 1' MOM= MLD.PEO FOR 111 DR17WM ".M .=4sWEw PRECISION STEEL MULLION SURFACE BOLT STRIKE MORTISE LOCK EDGE ® 11e REINFORCEMENT REINFORCEMENT VINYL CAP \I B YIPINO WMG,. IQ 1NOBUCf YCV�D ttORIDA RECISTPATIYI0.N 26) FLOOR ANCHOR 12 GA. REINFORCEMENT PLATE kli,WllbA ADIO-01 IEEf -OF B a eaKS n&„ Fo oil `c t �c m z a� a a K Ww W� 2°u ao Z 3 0 WN Nm . U g ms yN �E�<m - a Log h O V m a 6LOT6 iOR W66 ET6 oN u y filOf6 FOR RREGM T/95 ON XMfiS Ie000CF06Yi'8p u�4 WWfb.jkd& O q p4 0 ) W Q� h � Altgm.f. M. 01 Eg4w(w Of• .. 6 . y� O y ,n Wli/.114r I)Iwf Crlf.l y � ' PRwEf)cfamw Cy � GGYImou6ir f.EfOFDIJD p yN GRGimG szoGTx 'n Y YF O o y , RINIT:1 &2U17 W w e�. FiDRIDA'REGISiRATI(1N � PE A55903 vss GAN.yYBbT7 CORNER FRAME CONSTRUCTION uwui nnE couNrc - � sxecr R or e BILL OF MATERIALS ITEM PART No, MATERIAL QTY. DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 - STEEL OR ST/ST AS REOD. FRAME HEAD/JAMB C5-1' x 2'> 18 GA (0.04HMIN,) Fu= 46KS] MIN. 2 PMK2051 ALUM. 1 THRESHOLD PEMKU VITH VINYL INSERT 3 STEEL DR ST/ST AS REOD. DOOR PANEL 20 GA. (0.036MIN) Fu= 55 KSI MIN. 4 OR1010 STEEL AS REOD. MORTISE BOX REINFORCEMENT GENSTEEL 5 P 387 - AS REOD. PEMKG 397 CLOSED CEL7 L SPONGE WEATHERSTRIP PEMKG 6 - STEEL AS REOD. 2- z 4' 12 GA. STEEL REINFORCEMENT GENSTEEL ' HC822 ALUM AS REDD, REMOVABLE MULLION PRECISION HARDWARE H FA3Ol0 STEEL AS REOD. ENA ANCHOR GENSTEEL 9 SB453 AS REOD. SURFACE BOLT IV ES 58453 30 FR1200 STEEL AS REOD. 1-I' x 12' 16 GA, FRAME REINFGRCEMENT GENSTEEL 11 FA1040 STEEL 2 FLUOR ANCHOR 18 GA. (1-}' x 1-j' x 4-h' LG) GENSTEEL 12 HR2000 STEEL 4 PER LEAF HINGE DUSTHO% GENSTEEL 13 HR1030 STEEL (10 GA.) 4 PER LEAF HINGE REINFGRCEMENT NEEDED TO FRAME OR DOUR GENSTEEL 14 DR1700 STEEL AS REOD. MORTISE LUCK EDGE REINFURCEMENT NEEDED GENSTEEL 15 FR1100 STEEL AS REOD. ASp STRIKE BOX REINFORCEMENT GENSTEEL 16 179-464 STEEL 4 PER LEAF DORE%, HAGER #179-454-I5 HINGE STANLEY 17 FA3030 STEEL AS REOD. MASONRY WIRE ANCHOR 0.173 D[A. F =60 ksl 1H - STEEL AS REOD, 20GA. OUSTHDX GENSTEEL 19 PM92005AT ALUM. 1 THRESHOLD GPTIUN PEMKG 20 2100 ALUM. I PER LEAF DOOR SWEEP UNIOUE 21 AS1080 STEEL 1 IOGA. 2' FLAT ASTRAGAL V/ #12-14 x 7/8' SCREWS @ 12' D.C. GENSTEEL 22 376CR ALUM. 1 ASTRAGAL WITH SPONGE NEOPRENE W/ q6 xl' TEK SCREWS @ 6' U.C. PEMKD 375LR 23 PMKl77A PLUM. 1 THRESHOLD PEMKG 24 VINYL 1 VINYL CAP 25 FRIIOOM STEEL PS RE00. STRIKE DUST BOX GENSTEEL 26 ➢R3700M STEEL AS REOD. SURFACE BOLT STRIKE REINFORCEMENT GENSTEEL 27 DC1000 6 DR1000 STEEL AS REDO. CLOSER BOX REINFORCEMENT GENSTEEL 2B CH3601 STEEL 2 DOOR END CHANNEL GENSTEEL 29 - STEEL AS REO➢. 2' x 4 1/2' 10 GA. REINFORCEMENT GENSTEEL 30 - STEEL AS REO➢. 2' x 6 3/4' 10 GA. REINFORCEMENT GENSTEEL 31 HUNEYCOMH AS REOD, INSIDE OF DOOR PANEL GENSTEEL