The URL can be used to link to this page

Home My WebLink AboutREVISIONSOFFICE USE ONLY: DATE FILED: �Vp .7)1, REVISION FEE: -7, Y� LOCATION/SITE PERMIT# IsIg- bIL49 RECEIPT # 0z'tl 962� PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REWCERT. #: BUSINESSNAME: QUALIFIERSNAME: ADDRESS:. -,.I'Wl(l� -5 CITY: F1-- it-"prr� STATE: PHONE (DAYTIME): -1 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: l"' � e. S-1 f-rl PHONE (DAYTUAE-. ARCHI NAME: ADDRE CITY: ) PHONE ST. LUCIE CO CERT. #: r FAX: FAX: RECEIVED MAY 2 2 2019 etmitting Depa St. Lu rt cle COun rner)t ty rECT/ENGINEER INFORMATION: SS: Ll'-)os R q- P/'-� - , STATE: (DAYTIME): 17,)- 5j, 6 SLCCC: 9123109 FILE COPY Revised 06130117 E" "I S I V 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 10 3142 — 3152 Morningdew Lane Permit# 1812-0147 Clarification of Roof Insulation January 14, 2019 Roof Insulation clarification: Per the submitted Florida Energy Code and "Manual X A/C Load calculations, roof insulation shall be R-30 blown -in fiberglass. If there are any questions regarding this revision, please contact me as listed above. .1r(J_0Jf4 REVIEWED FOR CODE COMPLIANCE ST. LUCIE CO NTY Boca 0 11T5 OFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE PERNIIT# /a13-6&A RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE. FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: 11 STATE of FL REG./CERT. BUSINESSNAME: QUALIFIERSNAMET �Tc,- ADDRESS: �2'700 CITY: STA: P14OMP (r)AVTTMIP.)- '7-7 OWNER/BUILDER INFORMATION: NAME: (__/ ADDRESS: CITY: bo - ST. LUCIE CO CERT. 0--r STATE: PHONE (DAYTIME -- - f — 6 -/ c -S ARCHITECT/FNGINEER INFORMATION: NAME: 7) r'hp lefflillm (DAYTIME): STATE: FAX: FAX: ZIP: LASLCCC: 9123109 levisei AW RECEIVfD MAY 2 2 2019 Permitting Department St. Lucie County 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 10 3142 — 3152 Morningdew LAne Permit# 1812-0149 Revision to gypsum drywall installation: Per ASTM C-840, drywall shall be secured using #8 x 1 1/2" drywall screws. Spacing shall be 12" o/c for both ceilings and wallboard. If there are any questions regarding thIS revision, please contact me as listed above. Jokn M. F6,5ter - AIA SOWN .0or C I e rOUt4TY_ ST. LU t' r2 T r.0 OFFICE USE ONLY: DATE FILED: ��,Z? :;� REVISION FEE: 7,C - LOCATION/SITE PERMIT # Q M - 10 I'LA RECEIPT#— 1115--ly&4 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. V�)( � 1 )'QaU BUSINFSSNAME: QUALIFIERS ADDRESS: �29e)0 _5 CITY: F-�. STATE: PHONE (DAYTIME) -7, -2 - 2,-X -. I / 3'6 OWNER/BUILDER INFORMATION; NAME: t.11 i �, Y� i"' ADDRESS: " � -T 2)q CITY: L"e-S-1 Pat PHONE (DAYTIME: ARCH] NAME: ADDRI CITY: PHONI! ST. LUCIE CO CERT. 4: ZIP: FAX: I ZIP: RECEIVED MAY 2 2 2019 Permitting Department St. Lucie County TECT/ENGINEER INFORMATION: x .,Ss: -MATE: '(DAYTIME): '77--L.32)-'2 6;t!Lj Wt SLCCC: 9123109 OMMU AV Revised 06130117 FILE Cop, Ri=vISION ri 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 10 3142 — 3152 Morningdew Lane Permit# 1812-0141? 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. Jok n M. ro5ter - AIA AR0008511 - L 4; FILE Copy /f(t I, -Off � REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC OFFICE USE ONLY: DATE FILED: t; REVISION FEEt �(�" LOCATION/SITE AnnPUQQ- PERMIT# RECEIPT # PLANNING & DEVELOPMENT SERI BUILDING & CODE REGULATION DIVIS 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION MAY 0 6 2019 DETAILED DESCRIPTION OF PROJECT REVISIONS: & Dh-)e, Wh26 Ljo &xg, a4arl-onp-n-k- O-)e.44iM CONTRACTOR INFORMATION - STATE of FL REG./CERT. #: BUSINESSNAME: QUALIFIERS NAME: ADDRESS: ,)'74)() CITY: F7-1. REny, PHONE(DAYTIME): -7 j OWNER/BUILDER. NAME: ADDRESS - CITY: to e. -S-1 - Nr' I PHONE (DAYTIME: % pplk� % t)- STATE: ARCHITECT/ENGINEER INFORMATION: NAME: 7.) P ADDRESS: CITY:/�. PHONE (DAYTIME): 7 7�) - SLCCC: 9123109 Revised 06130117 ST. LUCIE CO CERT. 4: FAX: atu ZIP: 11 -? , -� /- /Im - Z19 TE: ZIP: FAX: FILE c0pV 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 10 3142 — 3152 Morningdew LAne Permit # 1812-0147 Revision to window buck installation: Details "B" & "E", Sheet A-5. RECEIVED MAY 0 6 20119 ST. Lucie County, Permitting January 10, 2019 PT U4 window bucks may be installed with hardened cut nails. Note that subsequent window installation will be thru-fastened directly to the concrete head and jamb-s. e If there are any questions regarding thIS revision, pleas v JoHn M. STA So N ON6 Et) r "10 r > VO ". COUNTV L90 .1 SOGG (�2 contractor copy OFFICE USE DATE FILED: REVISION FE LOCATION/SITE A . . . WOO. PERmrr # /2/d - 649 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 R);VISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: (1Y- 66 �' BUSINESS NAME: '-)-han w6d- QUALIFIERS NAME: O:a jj!::� 'S A )�e ADDRESS: 3206 -'-j aegn CITY: V�4,- - 4-1 eq-r-, o e ' STATE: PHONE (DAYTIME): OWNERIBUILDER INFORMATION: NAME: CITY: _r al PHONE(DA ARCHITECT NAME: �jj ADDRESS: CITY: __r::j PHONE (D, 93 ST. LUCIE CO CERT. #: cL FAX: STATE: FZ ZIP: 'M�7110 I 7 FAX: S42 !� -7) INFORMATION: STATE: MIA SLCCC.- 9123109 Revised 0613 0/17 REVIGIONF la N CI%Py ILE 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 3142 — 3152 Morning Dew Lane Permit# 1812-0149 Revision to Sheet TH-11 " Dimensions shown on Sheet FH-1 for location and clearances of lavatory and water closet have been revised. JO k 1_1m.ro 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, COOKTOPS9 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 easier reach to controls and cooking surfaces. A forward approach, on the other hand, is difficult and unsafe, especially when controls are located at '00 the back, because it requires seated users to lean 0 '00 forward over their feet and knees to reach not only Ll hot pots and pans but the controls as well. See pages 7.11 through 7.16 for required clear floor space at cooktop or sink when knee space is provided. Overlapping Clear Floor Spaces and Accessible Route Provide Maneuvering Space user paral 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 I , w % 11 � IN A;yl� OFFICE USE ONLY: DATE FILED: 519111 REVISION FEE: 1,(�, 13 LOCATIONISITE PERMIT# RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 MAY 0 6 2019 (772) 462-1553 ST: Wale Gauncy, pqrmitilng APPLICATION FORBUILDING PERMIT REVISIONS=____ PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: t"L3 o _3 ST. LUCIE CO CERT. B U S IN E S S N AME: 1w E C, r. a, QUALIFIERSNAME: ADDRESS: ST� CITY: kTE: PHONE(DAYT -7 7j - - I / Lf, OWNER/BUILDER INFORMATION: NAME - ADDRESS' �:)7��44 _�j CITY: tlje�s`t I tn' K, c, 1-ph STATZ: V PHONE (DAYTIME: IJ //) -5':-Q�1,12) - FAX: 4 ARCHITECT/ENGINEER INFORMATION: NAME: - J O'nO I I . _.. ADDRESS:'/ )`3 CITY: STATE: zip: PHONE (DAYTIMF):'77,--)- FAX: SLCCC: 9123109 FILE Cop�.�, Revised 06130117 sION!, 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 10 3142 — 3152 Morningdew I-Ane Permit # 1812-01417 RECEIVED MAY 0 6 2019 sT. 6weie peurityt Permitting Revision to Product Approval Affidavit - Windows January 14, 2019 Horizontal rolling windows - Custom Window Systems, Inc.; FL# 17355.1 - #HS-620 vinyl frame, non -impact rated, insulated windows may be substituted for the PGT window presently shown on the issued Permit plans. U value = 0.33, VT = 0.45, SHGC = 0.19, infiltration < 0.3, Design Pressure = + 50 (-)75 psf. I have reviewed the above listed components & cladding & have approved their use in this structure. These products provide adequate resistance to wind loads & forces specified by current code provisions. If there are any questions regarding this revision, please contact me as listed above. 0014-dVI REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC C' U, Florida Building Code Online 10/31/18, 4:02 AM Or&IMProduct Approval �USER: Public User ProdUnApproVill Menu > PEoUiCt or Application Search � A125910�> APPHC�tlon "it MM FL I * 11 /'-FL1735t5jj-R Application Type ffirma on Code Version 2017 Application Status Approved Comments Archived Product Manufacturer' Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) V!, 7- i Ri MAY 0 6 2019 ST. rra9c'nWindow systems inc-'I 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 2.91 jlathmp@cws;cc Kevin Pine kpine@cyVs.CC Erin Koss 1900 5W 44th Ave. Ocala, Ft. 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, �FL 34474 (352) 368-6922 Ext 291 jlathrop@cWs.cc /IW�Indows Certification Mark or Listing Keystone Certifications, Inc. Steven jj"IEWED FOR Valli on ed list ST. LUCIE COUNV Standard qOCC, AAMA/WOMA/CSA 17I.S.2/A440�08 00-04 Year 2008 2004 U FILE C""I'" kc1UdLPl4KcHgrX9lVA2bug%3d%3d Page I of 3 Florida Building Code Online 10131/18, 4:02 AM 01 affirm that there are-oo changes In the new florldla Building Code which affect my pnodact(s) and my product(s) are in compliance With the new Flarlda building Code. Documentation from approved Evaluation or Validation Entity �--)Yes QN0 ON/A Product Approval Method Date I Submitted Date Validated Date Pending FBC Approval Date Approved Method I Option A 09/14/2017 09/14/2017 09/15/2017 WAM"If 1714 [FL# Model, Number Description L1735S.Ij /t HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl HoHzontal Slid&, XQj- Non�Jmpact. Limits of Use --------- Approved for use in HVHZ! No Approved for use outside HVHZi Yes Impact Resistant: No Design Pressure: N/A Othert Max. slzes� 74" x 63" and 74' x 72". See Installation det�lls for DPs. Glass complies with ASTM E1300-04. Certification A0 ricy, C 'ca e �C r r � I FL173S jj3 213 51 odf FL17355 R C6C-CAR 138-1316.Ddf ELIZ355 R3 C CAC CAR 138-1334,ba Quality Assurance Contract Ei0hration Date 1011612018 Instaliation Instructions FLI7355 R3 It CWS--1031A (HS�620, XQ).odf Verified By:, Lucas A. Turnet-PE-58201 Created by independent Third Party!Yes Evaluation Reports EL17355 R3 E EyalRep CWS-1031A (HS�620, XO),od Created,by Independent Third Party: Y& 17355.2 1 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 CAQ CAR 13a-1341.od Approved for use outside HVHZ; Yes FL17355 R C-CA-C CAR 138-1342.6df Impact Resistant: No Quality AssuranceContract Expiration Date Design Pressure; N/A 03/30/2qlg Other: Max. size 111" x 63". XOX 1/3-1/3-1/3 and 1/4-112- Installation Instructions 114. See Installation details for DPs. Glass complies with ASTM fLjZ255-8j-Ij'CWS�-i067 (HS-620, XOXI,nd E1300-04. Verifled BY: Lucas A, Tumer PE-58201 %ird Party: Yes 17955.3 HS-620 Vinyl, Fforizontal Slider XX HS-620 Vinyt Horizontal Slideri XX, Non -Impact, Limits of Use Certification Agency Cettlificato Approved for use In HVHZ: No FL17355-R3 C CAC CAR 138- 13 2&Dd Approved for use outside HVHZ: Yes FL17355 R3 C CAC CAR 138-1329.pd Impact Resistant: No FL17355 U C CAC CAR I38-133Z pdf Design Pressure- N/A FL17355 R3 C CAC CAR 138-1333.bd Other: Max. sizes: 74" x 63" and 74" x 72". See Installation QuafitV Assurance Contract Expiration Date detail for OPs, Glass complies to ASTM E1300-04. 12/10/2618 Installation ImATuctions fl-17355 R3 11 CWS-1059 (HS-620,.'XX).ndf Verified By, Lucas A. Turner PE-58201 Created by Independent Third Party: Yes https:llftoridabuilding.org/pr/pr�_app-dtl.aspx?param=wGEVXQwtDqsRyNWINWDrY�/�2btGxSTDFNwhGlKdUdLPi4KbHgrXgll�/�2bug%3cL%3d Page 2 of 8 73 Fl. HE HORIZONTAL SLIDER - NON -IMPACT _761A' �5 WIDTH 74' MAK UNIT WIDTH Z [[�,SASHWIDTH r7 8ASI — 32 VIV r 'LAS' QLAS"'Ol IiNGE IGHT 7r MAX D 1) UNIT MEIGHIT x MAX. SASH HEIGIR a IEll'sli mol�� I TABLE Or MfMNTS GENIZAALINCITES& ELEVA' nONS,.-.i OP CHARTS &GLAZING DETAIL ...... 2 SECTIONVIEWS . ............... .......... 3 EXTAUS[bNS&B.O.M ........... ........ A ANC14OR SCHEDULE & NQTES ... ... Z INSTALLATION DETAIL._.; .............. 6 INS Ft HE rAN w _wwxuNffmNoIH- 1. MAX SASH WID�l '� 1116-, GLASS OLD A ME tGHT MAX UNIT B HEIGHT X, o SASH HEIGHT BS ILLA' .c A � GENERAL NOTES, 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED To COMPLYWITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS;'O)C' OR*X(r. 4, DESIGN PRESSURE RATING (SEE SHEET 21; -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E-M&OL -PdsaivE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTME,130"4. HAS NOT BEEN USED 6FORANCHOR .6.WAS USED FOR 8, SERIES I MODEL DESIGNATION HS�M. 9. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, 0 . FIXED SASH M SECTION CALLOUTS APPLY TO ALL ELEVATIONSIN A SIMILAR LOCATION. =EEP $LOT /111. �*ERNAL WEEP �StOT 6116' . �1118- LOCATED 4-1/2' FROM - BOTH EM)S. Lucag A. Tumer 201549,4-27 B 21.,03-04:00 v MAX. UNIT 9011 MTG. RAIL DESIGNI'PRESSURE RATING IMPACT RATING 74"l 0" NO SEE COMPARAMVE ANALYSIS CHARTS, SHEET 2 NONE __T4*rf_r_ 620 PVC HOW. SLIDER NON -IMPACT 56201 ris. OF LUCASAJURNER, P.E. FILPE458201, 1=�ABARAAVE, NORTH PORT. FL 34288 pRB4i-34o-t674 GEN ERAL NOTES AND EILEIVATIONS cws_1031 _6H A 4 FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPUVOX- o, -XO' WITH GLASS TYPES A, E, C, ON D unit Unit thight Width 35M 39112 1 43112 47112 0 1� 59 112 0 1900SW"THAVE, wim +50/-75 450/.,75 1 WI-75 +50 4S 1.75 +50/-75 -SD/-75 +Sul OCALA, FLORIDA 34474 --UT/-2 +50/45 +SO/-7S +50/-75 +501�75 +50/-75 .501-75 +50/.n.6 7,T OVERALL 7fir OVERALL WWW'CWS.CC IP I -a +50/�75_ +SO/-75 +50/.75 +50/-75 +50/-70.2 +501-E6.5 ANNEAUD iM TEMPERED st 1� 75 _AO-/-74 -75016-7-5 +50/-671 1w So .7S +50/-75 +50/-75 450/-75 50 +50/413 +501-65 +50/.60.4 �(V AMPACE Stle AIRSPACE 620 PVC +50/-Ts 4SOI-75 *�/ -75 �50/45 +501-75 +SO/-75 +50/-75 + - .50/48.1 +50/-62 +50/-S7.5 1� AN41EALED IfV TWPERED HORIZ. SUDER +50/-59.4 E -IMPACT 631/2 +501--67.9 fOl-67.9 +50t-67.9 +SOI.67,9 +50/-67.9 501-654 +SO + + +50/�60.1 +50/-60.1 +501-57.2 bLAZE-W +50/-60.1 SDA-29 36 StKAFLEX Z2 OR MSI ECX S52 OR NON 711/2 +50/-53.6 +50/-S3:6 +SD/-53.6 +501..53.6 +50/-53.6 450/-53.6 +5D/-S3.6 +W151 PUAFEI T f+751 W41O1 *5105 7 7 S' 7 5 -75 '75 _75 +MI-679 5 -60, 36 tIUAFG _ 7 0/.5 I 74 +5a -50.1 +50 -50 +50/-sa W450�50 4SOI-SO --+5-o7-50- NO/50 6V GLASS BITE �FGLASS SITE RN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT 'OV W"XG' WITH GLASS TYPES A; B, C� OR D unit Unit Height Width. 35112 M V2 43 M 471/2 1 51112 65 V2 59112 0 20 t/2 +�O -75 +50/-7S *50/-75 450/-75 4SD/�75 +50/-75 +50/-75 +50/40.6 0 0 '1 43112 -7S 450/-7S -+501 �75 -+50/-75 +50/-75 450/-75 +501-70.1 +SO/-0.4 47112 +50/-75 +50/-75 450/�75 +50/-75 +50/-71.5 +50/-655 -61 511/2 +50/-7$ +50/-75 +50/-75 45DI-75 +50/-74.S +501-67,5 +50/-617 & -97.4 m 557/2 �501.75 +50/-75 +50/-7S ;50 / 7-1 +501-64.1 +50/-58.5 +$D/-%4 6 - 9 +50/-RS -T5 +SD/-SLB 5 -IT2- +SD/-69.6 �WJ-69.6 +501-69.& +501-68 4750-/-6L3 0/-SSS GLASS TYPE A GLASS TYPE B 0112 +so/-6LI +50/-61.1 +50/41LI +W14LI +5D/-GLI +S)fr5S9 +50/-53.5 +49.5/49.5 -67112 +50/754.1 +50/-S4,1 +50/-S4.1 -+SOI-54.1, +SD/�%i +501-S4.1 +501-51-5 +47.6/47.6 -7W 0�1. 7� OVIFAALL +4RZ/-4&2 +4B.2/ -4&2 +4a2/4&Z f -491 44&2/4&Z 44&2/48.2 44&2/-4&2 �5.9/45�9 -WS 1 -/4&1 T4S �-4S .--;U/-45 -45 45 TEMPERED 71 1 "=All -Vl� AIRSPACE All' .0 oomw 4. -MW ANNEM-ED --&I� TEMPERED N ,,,,RANgEWjNQQWrVAMmI UTORAILFEWOMMPFMSSUFMFOROW��'�.'Wa'WM GLASSTYPESCMD "Oen'06 E r4"V"-i S EX MOR unit P ECTCLAZE-W Unit Height 36 PUFF 'i ME x No 58201 .1 t Width 35.1/2 m 112 431/2 47112 $1112 69112 63412 1 67� 1 72 5512 1 -75 +50/-75 450/�75 +50/-75 *501-75 tSDI-75 +50/.75 �50/-75 +90/�75- 39112 450/-75 +50/ Wr GLASS SITE a S arm: IkTA= OF J '# 112 +50/-75 450/-75 +50/.75 +50/-75 +50/45 +501,'75 +50/ -75 +50/ -75 4501-� 2501,74A 0 471/2 +50/-75 4501-75 so �7s M +5(F/ -75 4501-69.3 -3f 11-2 +50f-75 +50 75 450/-75 �501-75 +50/-70.4 -501-1�u W-,/� +50/-75 lamm *+SD/.75 +WI-75 750 / -7L9 +50/-66LS +50/-6L4 +50/-75 +501-75 +50 -75 1`90 -75 +501-75 +50/,74.6 +SO/-68.4 +SO/- 7-315az 03 IJ2 +50/-67.9 +50/-67S 450/-67.9 +50 -67.9 +501,67.9 +5011674 +501�65.5 ASO 45011-515. 016 SO 67112 50/-6(XI *50t-611 +50 -61D.1 4SOOD.1 +501-611 +SO/-6aL +50/-g7..94 4 SO -S&Z -Tf- -2 2 +501-53.6 .501 -S&6 45D/�53,fi 2V;5306 +so/- +50/.SLZ WCASk TURNER; PF 1/ -531 ]�%j �-53,6 16 �50k-9.6 FL PV,* 60201 -f4 450 -504 -51150 -5Q 1239,JABARAAYE'. ISG� M +W +W1 NORTH PORT, FL 34286 GLASSTYPEC GLASS TYPE D Pk 941480�,1574 DESIGN PRE-SSUF15 cHARTp ANp ruAZfNG , DUAILt wmayi DATE: EMK. aqw!14 NOTE� ows-1031 A sHrET IFSIZEINTENDrD ISNOTSHOWN, USE NEXT LARGERSi� in 20F6 1900=4AHAVE OCALA, FLORIDA 34474 1 1 11 3 2 13 620 PVC HORrz. SLIDER L RON-IMPACT, 11 4 L 9 SECTION VIEW 11-8 4' z . ........... LUCASAJURN511.0,L R. PE It 68201' SECTION VIEW, D-O MTG RAIL REINFORCEMENT (20111 REOUIRED ON UNIT HEIGHTS ABOVE 6r �Imo4AWgAVE.- NORTH PORT. FL,34M SECTIOUVIEWS, SECTION VIEW A -A ';2M4 SECTIONVIEWC-0 ALTERNATE FIN FRAME ITEMS NOT SHOWN FOR CLARITY' $H�ET 7�8. 10, 12� 15-16A21 - .2 30F6 NOTE,ALL mRUSIoNS AIREALUMINOM &)63,T6 UNLESS OTHFAVME NOTED. PVC MAIN FRAME, H-6127 IlIV I I&IV L PVC TOPJ8TM RAIL � H-6140 21m), WELD IDES 1.8 L61 PVC INTERLOCK RAIL - F"135 PVC DRAW RAIL . 0139 ALUM INTERLOCK- S-2029 PVC GLAZING BEAD -&6141 JJIV r mr 620PVC HORIZ. SUDER W14-IMPACT No ALUM REINF, - $-2q,4a ALUM REINF. - S-20" ALUM REINF. - S-2005 ALUM RENR - S-2004 Ak�Z.RNER, RE 4 wol, /27015 LUC 1239JABAPAAVE.. ALUM ROLLER TRACK —9-2030 ALUM EXT. REINF, - G400 PVC COVER - P-5400 NORTH PO T FL 34M Pti 041ilj�LI574 A SHE 40F ANCHOR AT MIDSPAN FOR UNIT HEIGHTS OVER W- (TYP.) V. MAIL (TYP. V M� (TYP,)-1 IT i PW (Typ') :41 (TYP) F—SEENOTEZ ANCHOR LAYOUT - (FLANGE) —INSTALLATION �Hon (TYP.) w �( 4- MAK 4" WX w mv (TYF ANCHOR LAYOUT � (FIN) NOTE THRU �MEAWKQHS & MTU RAIL AVE. 620 PVC HORIZ: SLIDER NON-iliPACT STATE QF' NOTES: 1ANTIALL ONE ANCHORAT EACH (NSTALLATION LOCATION, SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH 114STALLATION ANCH . OR USING LOAD BEARING SHIM ALLOWABLE SHIM STACK TO BE fle. BE SHIMS WHERE SPACE GREATER THAN IIIS' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF. HIGH DENSITY PLASTIC OR BETTER,WOOO SHIMS ARE N 3. ANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIPIED IN THESE DKAWINGS, SEE TABLE 1. SHEET C 4127=5 LUCASAJURNERPE. A Ot It ss�.dl 4. ALL INSTALLATION ANCHOR$ MUST BE MADE OF OR PROTECTED WITHA CORROSION RE-s(STANT MATERIAL OR COATING. DissmiLAA METALS on MAITERIALs IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. too JABARAAVr:. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTION8,ANDANCHORS SHAtLNOT BE USERN SUBSTRATES WITH STRENGTHS LESS THAN THEMINIMUM :NORTH PORT, FL 34288 PR,41--�80-IS74 SPECIFIED IN TABL51. SHEET 6. mrrbtmmpTzw- ANPH . ORS . CHEDULE 4N 6� ANCHOR EMBEDMENT To SUBSTRATE SHALL BE BEYOND WALL DRESSING OIiSTUCCO. FOR CONCRETFJCMU OPENINGS. EMBEDMENTSHALL.B5 BEYOND WOOD BUCKS, IF USED. INTO.SUBSTRATE - 1X BUCKS AFIE� DFT'OK4L., I NOTES 7,AMIN[MVMCENfER�Tb-CENTEASP�Ci�OAHALL,f�EWINTA'Ri5DbtT"t'NAL�rAt"MS�.,3i�bPUASOt�FtY. V FOR WOOD ANoMktAL. QF�A WJJUY� J)IkT�4, a.*006rdFimAsoNRyopEmiNrs.buck§At4DEiUCK�ASIt�NERSSHA�IBEPAQPEFiLYb�sni4mBYTHE'ARCHtTECT.OAENGiNEEfR'bF. hEdMdAN61NSTALLEtITO�TFtANSFFRWIND LOADS'to THE! STRUCTURE EMIK 9.6123114 uwur— rmv—. SUBSTRATES SHALL MEET THE MINIMUNASTRENGTH REQUIREMENT$ AS SHOWN INTABLE1, SHEIETS. coNcRErEANI)K4ASOf4RY�LIBSTRATES?MYNOTBEOFiACKEO. D. SEALING AND.FLAsHING STRATE f&"0wV4—MV%"A"ftftS). CE OF INSTALLATION SHALL BE DONE BY OTHERS, FOLLOWING THE CURFIENT'VERSION OF THE REFERENCE DOCUMENTS: CWS-1031 A SHEET FWAAMA 100(FIN WINDOWS AAMA200CFLANGE WINDOW OMA 260(BOXWWDOWS)i F&WAAP"DMA 300(EXTERIOR DOORS] hek—�.A�7)-Aw 1:20 s0FR TYPICAL HEAD ANCHORAGE SEALANTREHIND I LIle MAY SHIM FLANGE BY INSTALLER 17�� INSTALLATION ANCHOR SEE TABLE I Ife MAX SHIM T152 ION — 15 3202-JAll HORAGE, TABLE t: APPROED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHORTYPE MIN. EMBEDMENT MIN. EWE DIST. FLANGE CONCRETE (2.0 KSI M M, ww aw TAPCON 1. I'lAr FUN —GE HOLLOW OR CROUT-FILLED CMU it 17 POF MIN.� XIT rlW�TAPOON Z__ 3116. ELCQ ULTHAcoN 11 FLANGE, Raff6w- oRouT+LLrt) emu TZw C,9o) gtw —Ewouumcm 14/4' FLANGE; I 2XIMIN.SPUTHERNP (G.G. , INE, '55) Wfffflwqwmrm ORELCOULTRACON IVEr 718' ��2)(MMSOUTHERNPINEIG-0,55) #10 WOOD SCREW, 1-3V 71W FLANGE To_(TU_GE (o.oWl MN� STEEL STUD P3 KSI YIEW #10-16 HIL11 XWI(-,FLEXOFi IW TENS SELF-ClAILLING SCAMW FULLTHREAD THRU 6.06(r 7116! =, i T5 M4) OR 111for ISRU; (33 KSI MN-1 $10 GRADE SS�LFTAPPING I DRILLMSfREW FVU_,THREAD THRUD.125' 7/16* IFfJ 12)(MIL'SOUINERN PNE (344.55) #10 WOOD SCREW I vl� 1 11-1 I 14 BNOR Z AL 10 , TTP—NMETORNAGE HEAD AND SJU. SIMILAR FOR FN INSTALLATION NOTE, ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. A/6) REDD AT MTG RAIL. SEE SHEET 5 ANCHOR LAYOUT - 620 PVC HORIZ. SLIDER N0t+IMPACT No 5=1 STATE OF RE BOX)NSTALLATON :1)NUALLATION DETAILS FLANGE REMOVAL NOTE: PAATIALLYOR FULLY REMOVING THE FLANGI� UP TO AND INCLUDING A SOX -FRAME APPLICATION IS ACCEPTABLEPROVIDED: -MIN; li*'FILLET'DFCONRTRUCTi(jN-GRADEAI)HeSIVEbAULK ISAPPLIED INSIDE AND ourFuLL PERWIETERBY INSTALLER. -PI30DUOTANC�iORAGEIGINACCOFiDANCEWITH,REQUIREMEt �tjvwo rOKFLANGE WINDOWS.- W'Nli�lkyf� OFFICE USE ONLY: DATE FILED: sloll REVISION FEE: 2�. (� - Vs LOCATION/SITE PERMIT# lWol-01Yq RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 MAY 0 6 ')op APPLICATION FOR BUILDING PERMIT REV LSIONS . .9 Lucie cc PROJECT INFORMATION ST. Lucie COuinty, Permitting DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG., BUSINESS NAME: QUALIFIERS NAN. ADDRESS:, CITY: PHONE (DAYTIMI ,RT. r\ STATE: 2-'9 - Z L AL`) OWNER/BUILDER INFORMATION: NAME: t/ -al /-,!') �) L ADDRESS - CITY: I"j. ST PHONE (DAYTIME. ARCHITECT/ENGINEER INFORMATION: NAME: - -v.)nn ADDRESS: CITY: r-t PHONE (DAYTIME): STATE: ST. LUCIE CO CERT. #: /-'P � �' r � FAX: FAX: ZIP: SLCCC: 9123109 E 71 FILE C0pj w Revised 0613 0/17 REVISH"N 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 10 3142 — 3152 Morningdew Lane Permit # 1812-0149 RECEIVED MAY 0 8 1!9 ST, Lucie Ceunty, PQrmining 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. 4 MIAMMMADE MI&MI-DADE COUNTY WM PRODUCT CONTROL SECTION 11805 SW 26 Strcct, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) %.ami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2399 NOTIC94W=49�EPTANCE (NOA)=gb�N� �.miamidadexov/economv 49m1flunfor—ertr�eet I MAY 0 6 "019 Ville St. Laurent, Quebec, Canada H4TIK6 SCOPE. LST Lucie CoUntY, lermittin . Lucie Co_, __ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. 'ne Miami -Dade County Product Control Section (In Mami 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 imm diately 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 Velo��Hurricane Zone. APPnovAL Docu_MK47. —Drawini-No. AD1 o-el, titled "Genstorm Outswing Steel Door System - LNT, sheet I -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 CUnly Product Control Section. NBSSILE ITWACT RATiNG(F�� Limitations: 1. See Design Pressures in sheet 1. See anchor options in sheet 2 and Hardware options in sheet 6. Max. Exterior (positive) DP= +65, where water infiltration requirement is needed. 2. Options #1 and 6 require total two (2) surface bolts (top/bottom) on active panel of the single or double doors. LABELING: Each unit shall bear one of the following permanent labels: Gensteel Doors Inc. Gensteel Doors Inc. North American Doors Corp. 4950 Hickmore Street 233 5 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada 114TIK6 ComAmll, Ontario, Canada K6H7M4 Plattsburgh, NY 12901-1911 and series and the statement: "Miami -Dade County Product Control Approved". I RENEWAL of this NOA shall be considered after a renewal application has been filed and there has in the applicable building code negatively affecting the performance of this product TERNIINATION of this NOA will occur after the expiration date or if there has been a re materials, use, and/or manufacture of the product or process. Misu f thi NOA Nfee'r, GMQioduct, sec stPr' section ly terminate t! i for sales, advertising or any other purposes shall autornatical_ us NOZ oval 0 u of this NOA shall be cause for termination and re 10, , G ADVERTISEMENT: The NOA number preceded Miami -Dade Cat �o�fi 549,11owed by the expiration date may be displayed in advertising 11 n of the NOA i played, then it shall be done in its entirety. INSPECTION: A copy of this entire N to the manufacturer or its distributors and shall be available for inspection at the s c I * g Official. This NOA revises NOA #15-0825. evidence pages E- I & E-2, as well as approval document mentioned above. The submitted documentation I q da, P.E. NOA No. 7 EFCOUNTY Expiration Da - 2020 Approval Date: r28,2017 Pagel —.01 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. AD 10-01, titled "Genstorm Outswing Steel Door System - LMT, sheet I 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 #12-0223.34 /#10-1203.02NO5-0127.11) I 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 Genstorni Opaque Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated 101114/10. signed and sealed by Jorge A. Cause, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(PIvIK177T threshold) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 7) Tensile test per FBC, TAS 202 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors. prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877, dated 10/ 133/09 and FTL 5898, dated 09/14/09, both signed and sealed by Julio E. Gonzalez, P.E. (transferred from ffle # 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. Emernian, 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 CERTMCATIONS 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 0 io-no3m). F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition), dated 08/20/15, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 2. Statement letter of Lab. Compliance, as a part of above test reports. 1C,L,-fj \ - UA � -\- Isbaq L Chanda, P.R. Product Control Examiner NOA No. 17-0803.01 Expiration Date: July 14,2020 Approval Date: December 28, 2017 E-1 Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises & renews # 12-0223.35, expired on 07/14/15. 2. Test proposal No. 08-1489, issued to Gensteel Door Inc, approved on 11/14/08. 3. Distribution agreement between GenSteel Door, Canada& North American Door Corp, N.Y. dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMI", sheet I 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 Warig, 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(PNM177T threshold) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 7) Tensile test per FBC, TAS 202 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877 dated 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 CERTMCATIONS 1. None F. STATEMENTS 1. Statement letter of conformance t FBC 2014 (5' Edition & FBC 2017 (61h Edition) dated o(a , i ing ang, . . 05/16/17, prepared by MCY Engine i , c., signed and se e y iping arig.� G. OTHER 1. This NOA revises NOA it 15-0825.04, expiring 07/14/20. 2. Test Proposal #17-0053 dated FEB 03,2017 approved byRER. IshAq 1. Chanda, P.E. Product Control Examiner NOA No. 17-0803.01 Expiration Date: July 14,2020 ApprovalDate; Deeember28,2017 E-2 DOOROPENING)- ------------ .rx 4' . . . . . . . . .. * * [,I, ............ (z .... ... . . . . . . . . . . 1 4 . . . . . . . . . . . . . z . . . . . . . . . . . 13 .... o-0. 6Y' MAUL. (xX) SILLCORNER!, 4- (X) MAN. SINGLE DOOR TYP. ELEVATION HARDWARE CONFIGURATION OPTION 1 THRU 10 FOR ACTIVE PANEL ONLY ANCHOR LAYOUT DOUBLE DOOR TYP. ELEVATION DESIGN LOAD ARNAR..'� +" 0 PEP �65O PSF SERIES GENSTORM OPADLF OUTMIMO STFIR COOR IL-11 G .THISPRODUCTHASSEE DESIGNEOMDMMIOCOMPLYWMMB UL�MA�DESIMLO�OBTAI�DFROM�EI-I.,Ia&_V�L_y I SHAL, SELESSMAN OR EQUAL TO MA)t. DESIGN REQUIREMENTS OF ME= EDITION FLORIDA BUILDING CODE (20 7) tNCLUDIN _WDOCUMENT. HIGH VELOCIN HURRICANEZONE 0PAW. -VIN00 n BY OTIiERS MUM HEANCHORED - DOCAVS RATED FOR LARGE MISSILE IMPACT AND 00 NOT REQUIRESHUMRS. 99 ag nCO3 RM -DQORSAPPRO�D FOR INSTALLATIONS INHEREINATER INFILTRATION RESISTANCE IS NOTREQUIRED. (MOLE ROWSEUF ADHMVECLOSED CELLFOAMTAPETO -AUCADDIJIUMONFACTORINAU-0�1LESTMSISUSED REAPPLIED ENTIRE PERIMETER OF FRAME). CH07R :E ' I �ANCHORS SHALLBEASUMD, SPACEDASSHOWRONDETAILS. .�RPMEUMAn�(O.M.�IMELMN.FV-SSMIMIN, ANCHORSEMSEMENTM We F-" -' M.. OPTIONAL EMBOSSED DOOR LEAF PATTERNS: MI MI OR swCCO. DOOR FRAMC; MIN. 18 GK(G4481 STEEL MIN. Fy HE MJN� NOV 1 0 2017 FuRS3 01 MUL -ANC"CMG OR LOADING CONDMONS NOT SHOM IN THESE DETAILS D AREMOTPARTOFTHtSAPPROVAl- DOOR PANEL STAINLESS OR SIon STAINLESS . DOOR PANEL MEETING MIN. FY - 95 ML Fu-53 AM WN. OR B FIR �PLNG WAND. P.E. FLOMDA REGISTWION MATERIALS INCLUDING BUT NDTLURTEI)YOSVEEMIETALSCREASMATCOME �YOU�l�M�GVIL��TIFI�7��AWMH�T�NCF HE #55983 INTO CONTACT ATH OTHER DISSIMILAR MAI'ERIV&S SHA.L MEET THIF ME AVAILABLE M. WELD STRENGTH. cr,4 CAN, 26677 REQUINEAJE OFME anH EDITOR FLORIDA BUILDING CODE UBW) SECTION AS Ammao. "TS AFFUCABLE. DOOR FRANCE MEETING MIN Py - a MI. Fl" MI ON. OR BETTER -ME7A-SMU-TURlCSNDTBYGENSTEELDO0RCQ. MUSTSUPPORTLOMS MYQ�"��NG�l�ERI�MMA�RMMNOF (UPOWDRY�RSYSnMMDT�SMRWRITO�EBUUINGMUOMRZ THE AVAILMLE MIN. WELD STRENGTH� NOMS. EGRgWRECUM4EMTOSERE��DBYEUILMNGOMCtAL. mlAMI DADE COUNTY I Z' 00 w Z go z W too L 0 0 �#d ADIO-01 S� I or a BE�� ms�m CONCRETE 5 < MTW �KE �M 2)91 x 1 1W IP. MCMRS BE LTS NSTXI��CH m" (2)#1 xi I 2 TECH SR GOP 10 L w w w w MHEAD DETAIL HEAD DETAIL -d A z ai z w 0 0 0 2. lkjl�. �SH L THRLV�a B —11A w 8 m 0 a w HEAD DETAIL( A) \C� X 0 w HEAD HELD OF L A �TAI TYPICAL ANCHORS 0-) THRESHOLD: TYPE F.1 114' OR 5119'DIA. ULTRACONS SY'ELCU Fy - 155 KSI Fu DIRECTLY INTO W=3000 PSI MIN. CONCRETE 1AWMIN. EMBED 2-IJZ'MIN. EDGE DISTANCE TYPE F.2 1W TAPCON BY ITW FY = 90 KSI Fu 120 KSI DIRECTLY INTO fd=3000 PSI MIN. CONCRETE 1-112"MIN. EMBED 2-1/2"MIN. EDGE DISTANCE SGE�A=N SEALANT, FCRSP��G ALL FRAME JOINTS AND CORNERS TO BE SEALED OPTIONAL THRESHOLD VVITH SILICONE AT PERIMETER IIAMFORWATUiMSMA� ALL SCREWS SEALED WITH GE SILICONE [I ANCHOR A JAMB BOTTOM CORNER: ANCHOR 0) REMOVABLE MULLION BOTTOM: ANCHOR A REMOVABLE MULLION T TYPE F.3 3116- DIA. ULTRACONS BY 'ELCO' F�-155 KSI FuwI77 KSI TYPE F.3 3/8" DIA. SLEEVE ANCHOR BY VvEi.jr TYPE E.1 1/4"SMS OR#14 SMS (MIN. GRADE 2 DIRECTLY INTO fd=3000 PSI MIN. CONCRETE DIRECTLY INTO fc--3000 PSI MIN. CONCRETE CRS) OR BUST 1-10 MIN. EMBED, 2-1/2' D.C. 1-112"MIN. EMBED, I-V4'O.C. DIRECTLY INTO fd=3000 PSI MIN, 2-1/r MIN. EDGE DISTANCE 2-112'MIN. EDGE DISTANCE CONCRETE 1-11r MIN. EMBED, 2 Ir2' O.C. 2-1/2"MIN. EDGE DISTANCE NOV 16 2017 �PJNG �G. P.E. - FLORM nCISTF)ITION PE #5�983. CAN: 28877 z z w Lu z 0 u a � 2 z Z 61 LU u Z, E 132 (3 w lu L 3000 PSIJ S114'MAX. GROUT FILLED HIM SPAC WIRE ANCHOR SEE ELEVATION FOR SPACING) SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) EWIA JAMB[HEADER To I GROUT I WHEN WIRE ANC=ARPES"USED VOIDUPRIN LOCK OPTION 1 ACTIVE JRFACE _7\1 f__(SEE SHEET 6) INACTIVE �VERTICALROD L ..A r _1 I' - ANCHOR TYPE Fl DIA. ULTRACONS- (lT EMBED) 2-� ED. SCREWS OLTS 0 12" O.0 L #6 x 1- TEK SCREWS 6 la- D.0 @ 14, x 14' 1 1 7reFAcE___��,-91'2-14x7lll- DOUBLE DOOR OPENING WIDTH = 96"MAX. 18 GA STEEL (SEE SHEET 1) 4-J"LGANGLE DOOR FRAME WIDTH = 99 7/8- MAX. t. (SEE SHEET 1) DBEMAANCHOR INACTIVE LOCK C ACTfVE!L- VON DUPRIN MORTISE AT EA. ANCHOR IVES SB 453 SURFACE -(SEE SHEET 6) PANIC DEVISE MOUNT FLUSH BOLT7 OPTIONAL BOT JOR DETAIL HINGE mmo� EXTERIOR MEETING STILE DETA LOCK OPTION # 2 SHOA TYPICAL ANCHORS THRU EMA (EXISTING MASONRY ANCHOR) 0 JAMB: 511F DIA. ULTRACONS BY'ELCU FV=155 KSI Fu = 177 KSI TYTE D. M' DIA. POWER HOLT BYTOMRS' TYPEAI DIRECTLY INTO 2BY MOD SUCK DIRECTLY INTO rd-30M PSI CONCRETE TYPE &Z DIRECTLY IWO fd=3DOO PSI CONCRETE 2-112' MIN. EMBED I-Ia� MIN. EMBED 3'MIN.EDGEDISTMCE 2-1Z MIN. EDGE DISTANCE TYPEC. 5116' DIA SMS OR MACHINE BOLTS fMIN. GRADE 2 CRS) OR STIST IWO METAL STRUCTURES (STEEL ORA-UMINUM 118- MIN. THICK.) W6 DIA_ HLC SLEEVE ANCHOR BY'HILIT TYPEB.1 DIRECTLY INTO fcl=3WO PSI CONCRETE, 3- MIN. EDGE DIST 61W MIN. EDGE DISTANCE TYPE B.2 DIRECTLY INTO fim'=2000 PSI CONCRUE BLocr 310 MIN. EDGE DIST. iS (Ft! S'TEEL: Fy = W KSI MIN. 1AW MIN. EMBED ALUMINUM: 605�Tfl MIN. 0 ALUMII�IUM TO BE PLATED OR PAINTED) WEAr 31W DLk S ORBYWEAr TfPFC.1 OMECMY INTO fe--40M PSI CONCBeTE. 2-WWMIN.EMBED TYPE G WRE ICHOR F =6!70K:IALUM TYPEC.2 DIRECTLY INTO fd=2000 PSI CONCRETE BLOCK, 1.1W MIN. EMBED k 0.173 DIA. STEEL WIRE ANCHORS EMBED INTO 3000 PSI CONCRETE BLOCK 2-TIF MIN. EDGE DISTANCE (HEADEFUJAMS TO BE GROU�D WTH 300 PSI CONCRETE) p6muctuRvIllm . .wvbs �b ft nWillt �Rcw. A.,�.� A "Iv�tmdl " 22 FENNO 376 ASTRAGAL W/ SPONGE NEOPRENE NotQ vp(NC.wAv FLORIM AEGf PE 455! CAN. 2E L;-J U 'z z z Z U E 13 T 8 a 6 aj m ul 0 ADIO-01 SHRur 3 OF 8 SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) w tj 0 c o cc IWMAX. SHIM SPA( -<r SEE SHEET 3 FOR 0 �i TYPICAL ANCHOR (SEE ELEVATION 0, 0 TYPE El FOR SPACING _ANCHOR (4) t -20 xe ME SEE SHEET 1) Or#14xl"SMS <m *jSTRIKE PLATE —WITH (2) #12 EMS J' x 2-r SLEEVE ANC EMBEDED14" INTO CONCRETE HC822 MULLION �EMOVABLE MULLION WIREINFORCEMENT OLT LOCK OPTION kNCHOR Ift 13 SURFACE — SERIF ANCHOR 1 5,458 FLUSH LT (SEE SHEET 6) __ B A@ CTIVE E INACTIVE --- j-1 . AA ANCHOR EA. ANCHOR LOCK OPTION ACTIVE (SEE SHEET 6) 1-kx2-f' FULL LENGTH STEELBARA-36 INACTIVE IL IW MAX. HIM SPACE EXTERIOR HINGE JAMB DETAIL 'L MEETING STILE DETAIL LOCK OPTION # 4 SHO WIJN&D 8 EMA ANCHOR AT EA. ANCHOR (2) IVES SB 453 SEE SHEET 3 F;OR SURFACE MOUNT LOCK OPTION TYPICAL ANCF OR (SEE ELEVATION FOR SPACING ACTIVE FLUSH BOLT (TOP & BOTT.) (SEESHEETO) INACTIVE CVR SEE SHEET 1) HINGE JAMB DgML@ - 22 PEMKO 375 ASTRAGAL Wl SPONGE NEOPRENE EXTERIOR (USJ �1&4 (�Y MEETING STILE DETAI L L- LOCK OPTION # 5 SHOWN@) Z Lu Z U Ln L E3 1 00 1 C= I I K=Zl -1E, I- .-T.-. SnET 4 OF B @EMAANCHOR r@EMA ANCHOR LOCK OPTION SEE SHEET 3 FOR NCHOR SEE SHEET 3 FOR P: AT EA. ANCHOR "VON TYPICAL ANCHOR TYPICAL ANCHOR DUPRIN" 9875 PANIC DEVICE --(SEESHEET6) (SEE ELEVATION CTIVE SURFACE ACTIVE (SEE ELEVATION MIN. 00 . 0 CVR� VER nCAL RO FOR SPACING) FOR SPACING SEE SHEET 1) 74P w w Li r 1/2'MIN� �32 w BE E� Act g 0 0 zoz Ho. w 2� 114"MAX. 1/4" MAX. SHIM SPACE EXTERIOR\--@ N 1� G SHIM SPACE z S HNGE JrB MEETING smLE DE-rAIVLN@ TRIKE JAMB DETAIL DETA LOCKOPTION#6 SHOWND E \@)EMAANCHOR /-@EMAANCHOR SEE SHEET 3 FOR SEE SHEET 3 FOR AT EA. ANCHOR TYPICAL ANCHOR AT EA. ANCHOR Ill 00 In Z TYPICAL ANCHOR 'VON DUPRIN' 9875 PANIC DEVICE (SEE ELEVATION 'MIN. 30 MIN. MBEOMEN (SEE ELEVATION SURFACE LOCK OPTION IVES SB 453 SURFACE FOR SPACING) 0 0 - fMBEDMEN ___,____EVERTlCAL ROD (SEESHEET6) --MOUNT z Z FORS FLUSH BOLT SEE S 1.4 u INACTIVE ACTIVE D ZO Z: ;Zoz 0 i2 0-0 u r 21--77L i w Q,ca a 5 3 ul 6 EXTERIOR @ 1/4" MAX. SH SP & SHIM SPACE L HltjGEJAMB MEETING STILE DETAIL @) E DETAIL STRIKE JAMB DETAIL o LOCK OPTION #7 SHOWN E 13 /@EMAANCHOR SEE SHEET 3 FOR @EMAANC 0 SEE SHEET 3 FOR AT EA. ANCHOR I TYPICAL ANCHOR AT EA. A14 H R -VON DUPRIN- 9875 PANIC DEVICE I TYPICAL ANCHOR LOCK OPTION (SEE ELEVATION MIN. MIN. SEE SHEET 6) ACTI (SEE ELEVATION INACTIVE CVR V.9 FOR SPACING) MBEDME w CVR FOR SPACING -k Aj SEE SHEET 1) z Ln I ru ra ru 1� 0 Im ;2 m 2 0 0 0 , U w w 19 Z? 0 Z 0 0 020 0 0 0 zoz 6 omo tu 0 z EXTERIOR MAX w 114" MAX. 4 @ SHIM SPA SHIM SPACE HIENGE JAMB MEE 11110 STILE DETAIL @ STRIKEJAMBDQ.A� 2M� . Mlj' Or=TAIL C DETAIL LOCK OPTION# 8 SHOWN MOwcruxv� FWR UA ftald�lc� 0-pwm�fhw" 71 A.,"mN. - .0 el*44w IIw" 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE A I [fill % AD10-01 SN� 5 OF 8 OPTION I LOCK OPTI 3 WFf"= ORS ACTIVE PANEL CAN APPLY TO SINGLE �DOORS AC-nVE LEAF: 7ON CUPRIN 9827EO SURFACE VERTICAL ROD WITH 4229 STRIKE I USING SIX 49Q5.� (11 MACHINE SCREWS AND TWO #tlali. OPTION 5 IT-)MACHINESCREWSSEALIMMATH GE SILICONE V ACTIVE LEAF: IVES� SSHM SURFACE MOUNT MANUALLY OPERATED FLUSH 'PRECTSIOTE HC2W0 MORTISE PANIG EXIT. SURFACE MOUNT BOLT, TO BE FASTENED WTH (2) 10 X I-IM �KS SCREW + (2)14xl MANUALLY OPERATED FLUSH SOLTAT TOP AND B0170M� 1-114- US NTH (4) 10 x 1414' FIA SMS I INACTIVE LEAF INACTIVE LEAF' DOOR EDGE CON15TRUCTION VON MERIN 98�0 SURFACE VERTICAL ROD NIF #229 STRIKE 'PRECISION' HUMID CONCEALED VEFtFCAI_ ROD. SURFACE USING SIX Nx2S.. IV) MACHINE SCREWS AND TWO 914�M MOUNT TWO POINT LOCK SYSTEM WITH 'PRECISIOIT PANIC (11 MACHINE SCREWS SCALED WITHI DEVICE LOCATED 40' MOM BOTTOM WITH (4) TN24 x I -Ile �E SIlJcoNE ir OH NIS dp�s DOUBLEDOOR 'IVES' SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WTHI (4) 12 . 1-114' FIT MS C�. PEMKO 037SCR OVERLAPPING ASTRAGAL OPTION 6 HINGES: STEEL MORTISE HINGES 4 PER LEAF. ACTIVE LEAF: LOCATED AT9-? MAX. FROM TOP OF DOOR TO N 9 B 'PRECISIOW HC2800 CONCEALED VERTICAL ROD. SURFACE CENTER LINE OF 1 ST. HINGE. AND TO BE SPACED 0 MOUNT TWO POINT LOCKSYSTEM WITH'PRECISIOW PANIC OUT NOT TO EXCEED 37A5fl 6'FROM CL TO CL OF 30 OPTION 2. DEVICE NTH (4) 10�24 x I-IFF. LOCATED �IW FROM BOTTOM HINGE� TO BE FASTENED BY #12-24 X J'FLATHFAD ACTIVE LEAF: F. P INACTIVE LEAF: MACHINE SCREWS. 'PRECISIOW HC220S SURFACEVERTICAL ROM SURFACE MOUNT N, �VON -DUPRIW 9875 MORTISE "IT WITH (2) "2 x MF FIT US, TWO (NT LOCK SYSTEM W[TWMECISIOW PANIC DEVICE WON LOCATED 39�V FROM BOTTOM (4) HIP04 x I.IM' OH MS. LOCATED 3Sla' MGM BOTTOM SINGLE DOOR 0 INACTIVE LEAF: (2FSURFACE MOUNT METALLIC STRIKE PLATEAT HEAD TO RNGES: STEEL MORTISE HINGES 4 PER LEAF. zo 1�� SMM SURFACE MUCH I MANUALLY OPERATED BE FASTENED WITH[ (2) 11�0 FH MS LOCATED AT 11 314' MALX. FROM TOP OF DOOR TO SURFACE BOLT TO BE FASTENED NTH (4)12 X WIC M MS CENTER LINE OF I ST. HINGE. AND TO BE SPAC PEMKO Q75CR OVERLAPPING ASTRAGAL OUT NOT TO EXCEED 25-5/1 V MAX. FROM CL TO CL OPTION 7 0 OF HI NGE. TO BE FASTENED BY #12-24 X ACTIVE LEAF: TFLATHEAD MACHINE SCREWS. 'PRECISIOTP HC2200 SURFACEVERTICAL ROD. (4) 10-24 x TAW OH MS. LOCATED 31)4PE FROM BOTTOM OPTION 3 INACTIVE LEAF: OPTION 'IVES� SB453 SUUACE MOUNT MANUALLY OPERATED FLUSH ACTIVE LEAF; E ACTIVE LEAP. BOLT. TO BE FASTENED WRTI (4)12 � 14W FIT MS TONASA� CL70 SURFACE MOUNT METALLIC HANDLE AT 39 la' 'SARGMr 8200 SURFACE MOUNT MORTISE LOCK WITH FROM BOTTOM WITHI (2) ft� X Wr PH MS AND (2) AS X =- FIT HANDLE. MIT SURFACE MOUNT METALLIC DEAD -BOLT MULTITHREADSCRIDN. LOCATED 3r FROM BOTTOM WITH (2) 832 x � PH US L�u MO� VB680 SURFACE MOUNT MEFALLIC DEAD BOLT AT 45 OPTION 8. MOM BOTFOM WTIH (2)114�20 X 1518' M MS: (2) #1042 X 2 0, INACTIVE LEAF. W PH MSAND (2)M X W FIT MUM THREAD SCREW. 0 13' j &311' LONG 18 UA N I Kl� BUX lu BE FASTENED BY (2)21244 ACTIVE LEAF: x I SCREWS �ON DUPRHT 9847 CONCEALED VERTICAI. ROD WTH PANIC INACTIVE LEAF: IVW SIPI53 SURFACEMOUNT MANUALLY OPERATED SURFACE DEMCE NTH (2) a-32 x 3W PH MS. LOCATED 3�4' FROM WES' M,158 RUSH MOUNT METALLIC RUSH BOLTS AT Ir 8 BOLTATTOPANDSOTTOU WTH(4)1*2NxI4WRHMS BOTTOM AND 71- MGM BOTTOM Wl (4) AS X 218' RH MULTI THREAD SCREW- ILI INACTIVE LEAF ONE RUSH MOUNT METALLIC STRIKE RAMAT 39 TV SURFACE MOUNT METAILIC STRIKE PLATE AT FRAME HEAD 'P RECISIOW HC280 CONCEALED VERTICN. ROD. SURFACE TO BE FASTENED WTH (2) #10 � 1-1/4- FIT BASS FROM BOTTOMW(2TH0X I'M SMSAND ONE FLUSH MOUNTTWO POINT LOCK SYSTEM NTH 'PRECISION' PANIC MOUNT METALLIC STRIKE PLATE AT 45 I� FROM BOTTOM UEACE WTH (4)1044 x 1114� LOCATED 39,1X MOM 0 (2)#S X 3le RH MULTI THREAD SCREW. BOTTOM roulmlocrRIEVESED OPTION 4 mmExr,m-mu-ION) OPTION 9 05 ftwlc� Lo ACME LEAF ACTIVE LEAF: odob Bak �11'f2� .PRECISIOW HC2ISD RIM EAT PANIC MECHANISM. SURFACE TORWCL70SURFACEMOUNTMETALLJC HANDLEAT39 IU� MOM am I MOUNT LOCATED 41�� MGM BOTTOM MIT By ol VN20 x BO`FT0M VATH (2) 08-36 X W8'PH MS AND (2) 0 X 3W FIT MULTI THREAD 0, Is 14WCHMS SCREW. nal U DB660 SURFACE MOUNT �ALUC DEAD BOLTAT46 In' FRDSA BOUOMWTH(2)11�-2DXIS/rFHMS:(2)#I�2X2WS'�MSMD(2)NX �PING WANC RE. INAG11VE LEAF W FH MULTI THREAD SCREW. FLORIDA REGisrwioN INACTIVE LEAF: E "S NOUNTLOCATED414W FROM BOTTOM WITH BY (4) 11�20 9 ONE FLUSH MOUNTMETA-LIC STRIKE RATEAT39 In' FROM BOT'TOM ft S!,A XVIGI VFHMS (2) 010 X I- FIT! SMS AND ONE FLUSH MOUNTMETALLIC STRIKE PLATEAT 45 REINFORCED MULLION, FROM BGFT0M WI(2)68 X W FIT MULTITH�AD SCRM. IVES' SM53 SURFACE MOUNTIMANUALLY OPERIGED SURFACE BOLTTO BEFAST0EDWTH(4)IZxI4f4'FlHMS HCBU PRECISION HARDWARE REMOVAS LE NTH (4,k 20 X� 'SMSATTOP. kx2.ra�VEARCHOR MSOR#14xi EMBEDDED 14' IWO CONCRETE AT SOMOW --------------- F. Cl DUST BOX 18 GA DOOR FRAME JAM B AND HEAD 3' !,. THRESHOLD S. 33/,' 1% " THRESHOLD 5. L OPTIONAL THRESHOLD 0,172- TO GA HINGE REINFORCEMENT RARTI. DCI..&DRl.DlGl) CLOSER BOX REINFORCEMENT F.A3 MASONRY WIRE ANCHOR i- - UrXI-SLOT O18M. F..RCC.MT.R .� . ..AM SURFACE BOLT STRIKE (OPTION A) F"CWTM�ATRtkE SURFACE BOLT STRIKE IOPTION Ell RFRAORCELENT U 8 /4x PARTR� DRID10 1BOA, MORTISE BOX AQ REINFORCEMENT EINFORCEMENT 4 112" pi i 0244MB-i (41`ERUOJ� FAIM .134"THICKE FLOOR ANCHOR 12 rA. REINFORCEMENT PLATE )lr, ;t3�4;ww, : � I'llimm . FRilm ZMA STEEL ANCHOR STRIK�DUSTBOX ASA STRIKE BOX REINFORCEMENT 2. (194 5u 12 .W.. s CE.E- WWDRILLDD 7 IF] .T�EOF R OR 1.1i M17MM IRI. IIM$CftIIW PRECIFION STEEL MULLION SURFACE BOLT STRIKE MORTISE LOCK EDGE REINFORCEMENT REINFORCEMENT ViNYL CAP WNNG WmG., P.F.� FWBUCCREVIM FLORIDA RMISTRAfION 1> WN4 ,�% -,-7, CA ' , � 261 z W Z 0 z LU 93 E 0 Ln L 13 U. 0 OT D, al 7=1 ADIO-01 O= 7 OF a BILL OF MATERIALS PART No. T MATERIAL QTY. DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS ITEM FRAME HEAD/JAMB (5-l' 2') 18 GA. (0.048MIN.) Fu= 48KSI MIN. 1 STEEL OR ST/ST AS REOD. x 2 PMK2051 ALUM. I THRESHOLD PEMKO WITH VINYL INSERT 3 STEEL OR ST/ST AS REGD. DOOR PANEL 20 GA, (0.036MIN) Fu= 55 KSI MIN. 4 DR1010 STEEL AS REOD. MORTISE BOX REINFORCEMENT GENSTEEL 5 P 387 AS REDD. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKO 6 - STEEL AS REDD. 2-& x 4' 12 GA. STEEL REINFORCEMENT GENSTEEL 7 HCe2P ALUM AS REGO. REMOVABLE MULLION PRECISION HARDWARE FA3010 STEEL AS REDD. EMA ANCHOR GENSTEEL 9 SB453 AS REDD. SURFACE B13LT IVES SB453 10 FR1200 STEEL AS REQD. 1-j' x 12' 16 GA. FRAME REINFORCEMENT GENSTEEL 11 FA1040 STEEL 2 FLOOR ANCHOR 18 GA. (1-j- x 1-h- x-�' LID GENSTEEL 12 HR2000 STEEL 4 PER LEAF HINGE DUSTBOX GENSTEEL 0 gp z 13 HR1030 STEEL (10 GA.) 4 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME OR DOOR GENSTEEL - 0 14 DR1700 STEEL AS REGD. MORTISE LOCK EDGE REINFORCEMENT WELDED GENSTEEL j � 15 FRlIOo STEEL AS REQD. ASA STRIKE BOX REINFORCrMENT GENSTEEL Z F 16 179-454 STEEL 4 PER LEAF DOREX, HAGER 0179-454-15 HINGE STANLEY D 17 FA3030 STEEL. AS REOD. 14AS12NRY WIRE ANCHOR 0.173 DIA. FY=6U ksl T 0 le STEEL AS REOD, 20GA, DUSTB13X GENSTEEL z 0 19 PMK2005AT ALUM. THRESHOLD OPTION PEHKO 30 z 20 2100 ALUM. I PER LEAF DOOR SWEEP UNIQUE z w 21 ASIC80 STEEL I 10GA. 2' FLAT ASTRAGAL W/ #12-14 x 7/8' SCREWS @ IP' OZ. GENSTEEL 22 375CR ALUM. 1 ASTRAGAL WITH SPONGE NEOPRENE W/ 46 xl' TEK SCREWS 2 6' O.C. PEMKO 37SCR 0 23 PMK177A ALUM. I THRESHOLD 24 VINYL 1 VINYL CAP 25 - FRUICOM STEEL AS REOD, STRIKE DUST BOX GENSTEEL 26 DR1700M STEEL AS REQD. SURFACE DOLT STRIKE REINFORCEMENT GENSTEEL - 27 Dculoo -&DR1000 STEEL AS REGO. CLOSER BOX REINFORCEMENT GENSTEEL E 28 CH3601 S DOOR END CHANNEL i GENSTEEL 29 !EEL Zr on. 2- x 4 1/2' V] GA. REINFORCEMENT GEE N�IEEL L 3 30 STEEL AS REOD. I a- x 6 3/4' 10 rk REINFORCEMENT NSTEEL T 8-;; 31 HONEYCOMB REOD. INSIDE OF DOOR PANEL EEL (3 6e P600MAIEWNED w Aowf�N. 17-06. -01 3-. Aj (n W� 0 Lo�D 0 Ea �WKI� VL4�]MT�N PE 1559W !01 CORNER FRAME CONSTRUCTION 2�AMI DADE CO�ly :DlO-