Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
REVISION 1
r 1 I OFFICE USE ONLY: DATE FILED: CC REVISION FEE: PERMIT # I - RECEIPT #l9rP407-1 SCANNED PLANNING & DEVELOPMENT SERVICES RECEIVED BY BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE lAN 17 2019 St. Lucie County FORT PIERCE, FL 34982.5652 (772)462.1553 ST. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE 1 ;. ADD CESS: e bm A ?wv- - �t sa mrK,;11�i� �n^',Q— DETAILED DESCRIPTION OF PROJECT REVISIONS: , % %, CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: k ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: To ; -- ADDRESS: %e)U 5 Pe-a�v�r F or?aj J' ca' CITY: F-� . 3E'.e=LC3 STATE:. i G ZIP:_w'? PHONE (DAYTIME): 7 M - !c;,!2X - I / :? (} FAX: OWNER/BUILDER INFORMATION: NAME: CITY: L) esq I c I p 2he-ac-.yi STATE: t✓Z ZIP: PHONE (DAYTIME: - -C- i).'Pnq FAX: /- t ARCHITECT/ENGINEER INFORMATION: NAME: -__J ) 1 1 < ADDRESS• ZZJO ; CITY: G-& - STATE: Gl, PHONE (DAYTIME): F Ir � 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 13 3172 — 3182 Morning Dew Lane Permit # 1710-0073 Revision to Bathroom gypsum drywall : January 14, 2019 =RRECEIVEDST. /DT ST. LUC OLJ.�TI' BL1L SLiLDL`;G liiJL'ON REVIENVED FOR A1PL iCF. REVIE D B A DATE r PLANS PER�SIT MUST BE KEPT ON JOB GA-Z 140 PEC'lION WILL RE .K09. 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. THME PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED 0Y FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO cohftY WITH ALL APPLICABLE CODES. CONTRACTOR COPY 7 r Lt: ' •OFFICE USE ONLY: C � I COPY /�, DATE FILED: LI� w' l 0 PERMIT # I I �1. nor] r] 3 REVISION FEE: � �q0 RECEIPT # `i3 LM, PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 SEP 2 0 9nik (772) 462.1553 ST. Lucie County, PenNttlng LOCATION/SITE ADDRESS: 3 (sl APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANYCORRECTIONS 'REQUIRED BY FIELD INSOECTORS THAT V1no�. MAYBE NECESSARY IN oRDa TO DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE ofFL REG./CERT. #: Cbc0Sz103 BUSINESS NAME:J.. QUALIFIERS NAME: w. ADDRESS: CITY: !@ `!fit a[r PHONE (DAYTIME): STATE: OWNER/BUILD E R INFORMATION: 1L NAME: 7 +�. r a c �s A SAC . PLC. LUCIE COUNTY BUILDING PLANS AND PERMIT MUST BE.AEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE ST. L14CIE CO CERT. #: ZIP: FAX: CITY: j e 5'r W � �STATE: FG ZIP: 33 qD b ,. PHONE (DAYTIME: FAX: ARCIHTECT/ENGINEER INFORMATION: NAME: Nek 1 D$ CITY: R ` 'ort 2 V STATE: i'L ZIP: 3- ,1 j z PHONE (DAYTIME): FAX: SLCCC: 9123109 REVISION Revised 0616/3011/17 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 September 20, 2018 Sedona Multi -family project - 3156-3166 Morningdew Lane Permit # 17-10-0073 RECEIVED SEP 2 0 2018 sT, Lucle County, Permltting Revision to Florida Product Approval for horizontal rolling windows : Custom Window Systems, Inc. #HS-8200 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 psf. Note that all of these specifications exceed the requirements of the ASCE 7-10 and the Florida Energy Efficiency Code documents already submitted. If there are any questions regarding this reply to building department Comments, please contact me as listed above. rionoa uviwmg coae unone MAIN 1021 dbprProduct Approval USER: Public User dilii S Proauct_�_> Product or Aooliatlon SeBrch> Aoollcation List> Application Detail + FL # FL4092-118 ' Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method L vlslon17 proved Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By. Certificate of Independence C`" ustom Window Systems Inc. 9 4th venue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 291 jiathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc SEP 2 0 2018 ST•Luck cettww. ,.__ 2/16118, 9:01 AA Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `: Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL4092 R$_CO._EvalReoort223j_RI Referenced Standard and Year (of Standard) Standard Year https:llfloridabuilding.orgfprlpr_app dti.aspx?param=wGEVXQWtDgUZ931%2b4g5taOOz M2M4GTnBAWwDni[Gdio%3d Page 1 of 3 1-landa BUlldmg Code Online 2116/18, 9:01 A Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved .Summary of Products AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA IOI/I.S.2/A440-08 2008 PA TAS 202 1994 wwro, ws, pam an u vs Method 1 Option D 09/27/2017 09/29/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Des 4092.1 H 3-8200 200 Vinyl Flange and Fin onzontal Sliding Window a ion n gµctioAs+ Approved for use ItVHZ: 0'""'"" ,oc,_,,,en.'"d°'" EL4092 R8 T{_CWS-340E pd Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 FL4092_RM. _6E val eport34OE.pdf 5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. J 4092.2 HS-8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No EL4092 H_LL_CWS-223E. off Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 - Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 72" x 72", FL4092 RB AE EvalRet1ort223E.pdf DP 40 PSF. Glass conforms to ASTM E1300-04. Created by Independent Third Party: Yes J _ _ 4092.3 HS-8200 HS-8200 PVC Horizontal Slider, OX or XO. --� Limits of Use Installation Instructions -- Approved for use in HVHZ: Yes I FL4092 R8 II CWS-486C Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 74" x 54". FL4092_H_AE_EY.alRe.Dort486C.Ddf See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party: Yes with ASTM E1300-04. Contact Us :: 2601 Blair Stone Road. Toll h FL 3 399 Phone: 850-487-1824 The State of Florida is an AA7EEO employer. Coovdght 2007-2013 State of Fodda :: Privacy statement :: 6C,C251billty Sudempnt :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone of by traditional mall. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The em ,ils provided may be used for official communication with the Ilconsee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., Please click bgM. Product Approval Accepts: https:llfloridabuilding.orglprlpr app_dti.aspx?param=WGEVXOwtDquzg3l%2b4g5faOOz M2M4GToBAwwOnjlGdio%3d page 2 of 3 HORIZONTAL SLIDER - NON -IMPACT (SHOWN W/DIFFERENT OPTIONS) 126 71W OVERALL FLANGE W IDTH 125518' MAX, UNIT WIDTH GLA95DL0D rGLA3S8&L0 E I 8 T S71311 A- B X GLASS O �[ „ E 6 F Ea.>�L6_ F fJ p ai E SASH WONT MAY OVER FLANGE WIDTH 54' MAX UNIT W IDTH GLASS DLO GLASS OLD sa glum MAX. SASH 1 IE HEIGHT B X O B GLASS 55 114' D O GLASS VT OLD I C ter' MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTE5 S ELEVATIONS....I GLAZING DETAILS ............................2 COMPARATIVE ANALYSIS................3 SECTION VIEWS & ALT. FRAME.....4-5 EXTRUSIONS 8 B.O.M........ ........ ..... .6 ANCHOR SCHEDULE 8 NOTES .......... 7 INSTALLATION DETAILS.....................8 b I 1.T PA NOT ES- 1. TO COMPLY WITH THE HEREIN IS BUILGNED DING TO COMPLY WITH THE FLORIDA BUILDWG CODE (FBC), CURREN7 CODEDBC). CURRENT EDffION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATION OX','XO" XO%'. WINDOW SYSTEMS LOTHAVE. OCA OCALA,A, FLORIDA 34474 W W W.CWS.CCWS.CC 4. DESIGN PRESSURE RATING (SEE SHEET 3): 8200 PVC -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND HORZ. SLIDER GLASS TABLES ASTM E-1300-04e01,D9, -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER NON -IMPACT INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04e01/09. z ¢ 33 INCREASE HAS NOT BEEN USED S.IANCHORAGE: DESIGN OF THIS IN THE DESIGN OF THIS OWO yW-O z w'0 ¢I -Ow PRODUCT. PgODUCT. SEE SHEETS FOR ANCHOR DETAILS. W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD w zoz In�?L g ¢ 0 -> O m 3 w E w i¢¢ i ANCHOR CALCULATIONS. i Z 2 0 Oho ¢woo 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REWIRED O Uy mi aryy oz IN WIND BORNE DEBRIS REGION. pZU413l E'N 3 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED a I-3 aL)XOK mm�M.WpS MEETING RAIL AND JAMB 6. SERIES /MODEL DESIGNATION HS-8200. -"< a zw 0, 9. THE DESIGNATION %AND O STAND FOR THE FOLLOWING: LNG: t wh-O O xx'Q ¢ s w w 3 X- OPERABLE SASH, O=FIXED SASH a I- a L 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN ASSIMILAR LOCATION, ;LOLPpDREVy'jG .� 1GENSE',ti t'yi 11..E%TEPNAL WEEP SLOT_1/4"x 1'LOCATED b'FROM BOTH ENDS. `J.'� •'F• Ne 56201 :A:t a =:V :ee w •S_? STATE OF :WC CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING XO 54" x 62" SEE COMPARATIVE ANALYSIS CHART,SHEET3 NONE XOX1/41/21/4 125-5/8"x62" NONE Lucas I , Turner 2017-08-30 17:13+20:00 X:zf_ RtMO 17 LUCAS A. TURNER, P.E. FL PE M 58201 1239 JABARA AVE. NORTH PORT, FL 3420B PH. 941-380.1574 7EETEE- IP , GENERAL NOTES AND ELEVATIONS awr 0 AAJ 07/01/09 V 0' CWS-340 E SHEET 1:33.33 1OF8 GLASS TYPE A IM SW 44TH AVE. OCALA, FLORIDA U474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT Q z 3 ai. I— OI,jO QWpu a zOi ¢�3C I-W3>o¢3m u I-w z$-oo /9' OVERALL Z Z ii a¢ W O 71B' OVERALL O O F O a p Ire• ANNEALED 71B OVERALL )9' OVERALL U W y Z d f y i il0'AIR SPACE I/26gIRSPACEANNEALEO —1R'TEMPERED 9116'iEMPEREO Q �2LLW200LL0 SIB'AIR SPACE WAIRSPACE " :t 09 IMP ANNEALED VIB'ANNEALED I 6 2>y Ut ZN' IM'TEMPERED 2MF TEMPERED tj pp F'»30EI ryryy��� SIKAFLE%5520R *SIUK��F6L�l%5E20R a �2Oy�nPP ECT GSIAZE'M �% PURFECT GLA2E'H'TGIAZE'H' A�SIKAFLE%5E20R p w 0 w �>Y PURFECTGL E-w a ¢o LG�ASS BITE II2' GLASS BITE 4 µy IW GLASS BITE 1T GLASS BITE.p'�. 'P'SWSTATE OF GLASS TYPE B GLASS TYPE C FZ� GLASS TYPE D �. zz &2ISM 17 LUCAS A. TURNER, P.E. FL PE p 1239 JABARA AVE. NORTHPORT.. FL FL 34289 PH. PH. 941-3841574 GLAZING DETAILS H1WN0 UA'c ; - AAA 07/01/09 w CWS•340 E 1:1 ISHEET Dnco UNR WDTH (Pl) 55 165, 175 87 12 102 12 10B 3/4 110 1/4 120 125 m UNIT SASH WDTH (PIj HEIGHT(IN) 15 SIB 1 18 7/18 1 21 5/16 124 7/S 1 29 1/8 130 718 131 5/1fi 34 1/16 35 11/16 17 7/8 +AS/-45 +45/-45 +45 /•45 +45/-45 +45/•45+451-45 +42.5/•42.5 +401-40 29 12 +45/-45 445/•45 +45/-45 +45/-45 +45/-45 +40.1/•d0.1+39.11-39.1+33.5/-33.5+30.9/-30. 31 12 +45/-45 +45/45 +45/-45 +45/45 +45/-45 +40/-40 +391-39 +33.1 /-33.1 +30.41-30. 35 12 +451-45 +451-45 +45/•45 +45/-45 +45/-45 +40/-40 +39/-39 +329/-329 +30/-30 39 12 +45/•45 a45/•45 +451-45 +45/-45 +451-45 +40/-40 +39/-39 +329/-329 +30/-30 41 12 +45/-45 a451-45 +45/-45 +451-45 +45/•45 +40/-40 +39/-39 +329/-329 +30/-30 43 12 +45/-45 +45/45 +451.45 +45/•45 +451-45 +40/-40 +39 /-39 +329/-32.9 +30 /-30 47 12 +45/.45 +45/-45 +45/45 +45 /-d5 +45/-45 +401.40 +39/-39 +32.9/-329 +30/-30 51 12 +451-45 +45 /-45 +45/-45 +45 /•45 +43.8 /•43.8 +40 +329/-329 +30 /•30 53 12 +45/.45 «75 /-45 +45 /•45 444.7 /-44.7+41,3 /-d1.3 +40 /-40 +39 /-39 +32.9 /-32.9 +30 /-30 55 1/2 +45/-45 +45 /-45 +45/•d5 M2.4/-42.4 +39/•39 +38/-38 +37.7 /-37.7 +32.9 /-32.9 +30/•301 fit +45 /-45 +44.9/-44,9+40.4/.40.4+36.4/-36.4+33.1/.33.1+32.1/•32.1+31,8 /-31.8 +30.6 /-30.6 +30 /-30 DT UNIT WH (" - tlN HEIGHT (IN) 29.5 31.5 35.5 39.5 41.5 43.5 51.5 54 17.875 +45/-67.5 +45/-67.5 +45/-67.5 +45/•67.5 +AS/-67.5 +44 /-67.5 445 /-61.9 +45/-54.6 +45 /-50.8 29.5 445 /-67.5 +45/-67.5 +45 /-67.5 +45 /-67.5 +45 /-67.5 +a5/-67.5 +451-58.2 +45!•49.5 +451-45 31.5 1 +45/-67.5 1 +45/-67.5 +45/•67.5 +45/-67.5 ♦451.67.5 1 +45/-67.5 +45/-5B.2 +451-49.5 1 +45/-45 35.5 +45/-67.5 +45/-67.5 +45l-67.5 +451-67.5 +45/-67.5 -451-67.5 +451.58.2 +451.49.5 +451-45 39.5 +451-67.5 +45/-67.5 +45/-67.5 +451.67.5 +45/•67,5 +45 /-67.5 +45 /-58.2 +45 /-49.5 +45 /-d5 41.5 +45/-67.5 +45 /-67.5 +45/-67.5 +45/•67.5 +45/-67.5 +45 /-67,5 +45/-58.2 +451.49.5 +45/-45 435 +45/-67.5 +45/•67.5 +45/-67,5 +45/•67.5 +45/-67.5 +45/-67.5 +451-58.2 +45/•49.5 +451-45 49 /-fi7.5 +45/-67.5 +451.87,5 +45/-67.5 +451-67.5 445 /•67.5 W5/-58.2 +45 /•49.5 a45 /-45 51.5 +45 /-87.5 +45 /-67.5 445/-67.5 +45/-67.5 +45/-67.5 +d5/-66.7 +45/-58.2 +45 /•49.5 +45 /-45 53.5 +45 /-67.5 WS/-67.5 +45/-67,5 +45/-67.5 +45/-65.9 5/-63.6 +451-58.2 +45/•49.5 +45 /-45 55.5 +45/-67.5 +45/•67.5 +45l-67.5 +45/-65.4 +45/-629 51-60.7 �445 +451.56.9 +45/-49.5 +45/-45 59.5 +451-67.5 +45/-67.5 +451-65.6 +45/-60.1 +451.57.8 /•55.7 +451-52.1 +451-49.1 +451-45 62 +45/-67.5 +45/-67.5 +•15/-625 +45l-57.2 1 +45/•55 +451.53 +45/-49.5 +45/-46.6 1 ♦451-45 NOTES: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE 2. ALL XOX UNITS MUST USE EITHER GLASS TYPE S OR TYPE D ONLY. 1900 SW 44TH AVE OCALA. FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ SLIDER NON -IMPACT S2 Z w x r N- 56201 A, STATE OF zz 8l7_8l1�II7 LUCAS A. TURNEfl, P.E. FL PE tl SB201 1239 JABARA AVE. NORTH PORT. FL 04288 PH. 941-380.1574 AAA j 07/01/00 v r CWS-340 E SHEET 1:1 j 30F8 INTERIOR SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 20, 25.27.34.39.4D. 41,48.51.52 INTERIOR SECTION VIEW S-S SECTION VIEW C-C ALTERNATE FIN FRAME 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON-IMPAf=T_ 3 wwo__ ¢ o zoz ¢�3t Q� ¢y3rOa3m W¢¢WO2 70 "'V1OZ dFNLL 2 z�oz J -LL�OOLL= tO_ Z 00EM, E 1 LLyWOJNF Fula ¢O-w $ ~ Q W Q N H 0- Q3W lz 8178 0I7 LUCAS A. TURNER, P.E. FL PE d 58201 1239 JASARA AVE. NORTH PORT, FL 3.288 PH. 941-38D.1574 SECTION VIEWS ox AAJ o7rovos CWS-340 E SHEET 1:2 40F8 WI EHIOR V SECTION VIEW F-F ALTERNATE FIN FRAME . SECTION VIEW D-D ITEMS NOT SHOWN FOR CLARITY: 20. 25. 27, 34.39. 40. 41. 48, 51. 52 1900 SW 44TH AVE. OCALA, FLOFIOA 34474 WWW.CWS.CC 8200 PVC HORZ SLIDER NON -IMPACT 9W: <za z woo a iww w zoz W. 9 aygr Oa3m O pz O=Fz0WipUir¢¢woo 1.a �2 Z g02U2~p� 6 2¢pFw-��ZZ w NO NW Z a �1 ¢W OIn �I- _ n w~¢ W 3mw F=- LL 2 W Ne 59201 i STATE OF AAJ 07/01/08 CWS-340 E SHEET 1:2 SOF8 21 3 ,m• FRAME FLANGE H-6W1 PVC FRAME FIN H-GD28 j-2 WI6' I � 7 I S,H• I/16' PVC SASH MTG. RAIL H-6027 13 11 151H' u� L 1/Ifi' PVC SASH TOP/BTM RAIL H-BD04 r i16' 9 1tfl6' PVC SASH SIDE RAIL H-6028 5 2 1/I6' J� FIXED MTG RAIL H-1836 CORNER CONSTRUCTION CORNER WELD (ALLSIDES) I FIXED MEETING MIL SCREWED TOGETHER WITH O17TERFRAME 1:8 1114• 11re' 1I/B• 314. 1/16' 1I16' 1/16'0 I/16' ROLLER TRACK HORZSCRNADAPTOR VERT SCRN ADAPTOR REINF. SBR/SSR REINF. SASH MTG. RAIL S-1776 S-6013 S-6014 S-1498 S-1497 9I16-rt I , Llllfi' PVC FIXED RAIL COVER S-6063 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6.UNLESS OTHERWISE NOTED. 16. 19-20, 28. 32.33, 37.53 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ SLIDER NON -IMPACT ¢ Z 3 ¢Z( - F2 W O 0, 1- i W ZOZ 2� C o ¢rn�>0�3m z OHzia¢W4p O HiO ¢ O O N_yZ Z p(30_ZOON ¢ 1-5OZ1�0 > ¢5w EWo1-2OZ ¢ �Q�I_U�2 pomi a�xa LDWOW l. 10 cs4> ¢ w3ww No 58201 A STATE OF z2 07252D 17 1IS r 1314 fie•- �•_� 1 3 LUCAS A. TUflNER, P.E. FL 7�' LO PE 05B201 -..-�5'� 1239 JABARA AVE. 1_ r NORTH PORT, FL 342B8 SCREW SUPPORT PH. 941�80-1574 PVC GLAZEBEAD P-3113 L .1 s'%i3E tm BOM AND EXTRUSIONS AAl 07/01/08 CWS-340 E "-Lr SHEEP 1:2 60F8 6" MAX O.C. (TY---F�-y 3' (TYP.) ipp 0 SASH mP.) III'-• I 11 SIT S* Fl%EOMAX.. O.C.(TYP.) 15' MAX. O.C.m� 6" MAX SEE NOTE2 6•MA%'(TYP.) WINDOW SYSTEMS 6' MAX O'VP.1 6• MAX (TYP.) x (TYR) 1900 SW 44TH AVE. OCALA, FLORIDA U474 INSTALLATION WWW.CWS.CC i6' MAX O.C. ANCHOR (TYP.) (iYPJ e• Auk o.c. X O Iw MAX D.C. 8200 PVC mP.) X (TYP.) ANCHOR (?MID3PAN O X HO NON-IMP DER mPJ ] Vq% NON -IMPART , L g 3 ywo w O ANCHOR LAYOUT (FLANGE) ANCHOR LAYOUT -(FLANGE) zoz ¢�Awim i w aM4;ao¢zr 1°s a¢3,as o oho ai0� tia 4' MAX. (TYP.1—yI I���--«�---0' MAX. O.C. (iYP,) J—{ 4' MAX. (TYPI fI—'�6- MAX. D.C.(TY O 2 y 9 2 ~ J a 4•MAX, (TYR) I SEE NOTE 2' {{{"]]] 4'MAX (TYP.)� I I ¢ 0" UvlaOlUiD _ Q §QDUCZy pci'H3: � INSTALLATION INSTALLATION .O 6 W ANCHOR (TYP.) - Vow Owjo l_ lnP1 %. O.C. P XO.C. ANCHOR OYP) w'm mo¢w X X O X r a Q3w a ` 1ppn......rM �vJ4 N. 58201 ANCHOR LAYOUT - (FIN) ANCHOR LAVOIff - IFIN) bt �9'. STATE OF ,'(o t : "LOT'.. A, - F � `Nr(� NOTES: !�iONA'1Ep.4•. 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD, 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX, ALLOWABLE SHIM STACK TO BE 1/4•. USE SHIMS WHERE SPACE GREATER THAN IIIV IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. yy 3. ANCHOR TYPE. SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED M THESE DRAWINGS. SEE TABLE I. SHEET B. WW-017 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, P.E. FL PE I5B201 S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE- WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1. SHEET 8, 1239 JASARA AVE. NORTH PORT, FL34280 PORT. FL34 PH. -1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRE72CMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD SUCKS, IF USED, INTO SUBSTRATE OPTIONAL. Sk -1X BUCKS ARE ANCHOR SCHEDULE AN 7. A MINIMUM CENTER•TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. NOTES B. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN RAWN By: AAJ A07N1/O8 IN TABLET. SHEET B. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-340 E 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENTVERSION OFTHE REFERENCE FMAMAMA IONFIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), DOCUMENTS: FMAAVDMA 250(BOX WINDOWS). FMA7AAMAAVDMA 3x(E%TERIOR DOORS) T:40 SHEET 70F8 SUBSTRATE BY OTHER SEE TABLE PERIMETERSEALAHT- BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION SEE TABLET SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SSALANT- BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHER SEE TABLE t TYPICAL HEAD ANCHORAGE i (5 VERTICALSECTION e TYPICAL BILLANCHORAGE MIN. EMBEDMENT SEE TABLET SUBSTRATE 114' MAX, SHIM HERS SEEBY TABLE --' BEE TABIEt INSTALLATION SEE TABLE I V MAX. SHIM PERIMETER SEALANT BY INSTALLER INSIDE AND Otff BEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION Vo TYPICALJAMBANCHORAGE MAX SHIM EMBEDMENT TABLE 1 . EDGE DIST. TABLE 1 TABLE I: APPROVED INSTALLATION FASTENERS ' FRAMETYPE SUBSTRATETYPE JANCHOR TYPE MIN. EMBEDMENT I MIN. EDGE DIST. FLANGE CONCRETE (20 KSI MN.) 3/16' (AV TAPCaN 1.1/2' 1-VB' FLANG GROUT-FLLEOCMU017 PCFMN) 3/i6'T(W TAPCON 1' 2' LANGE CONCRETE(2 IM .� • L 3/16' ELCO ULTRACON w'4 i•1/4' 2-1/2' FLANGE GROUT-FLLED CMU IASTM C-BO) LANGE _ /16• W LOO UACON FLANGE 2X MIN. SOUTHERN PINE IG=055) FIOWOODSCREW I.3/8" 7V8 FLANGE 16 GAUGE (0.060')MW. STEEL STUD (33 KSI YIELD MM 910.16 HILTI I(WIK-FLEXOR RW TEKS SELF -DRILLING SCREW FULLTHREAD hiRU 0.060' 7116' FLANGE IIW ALUM. (6063-TS MIN.) OR VW STEEL(33 KSI MIN.) s10 GRADE 5 SELF•TAPPING / DRILLING SCREW FULL THREAD THRUD125' 7116' FIN 2XMN. SOUTHERN PINE(G=0.55) A8 WOOD SCREW 1 1-1/2' 1 7/16• MIN. EDGE DIST, SUBSTRATE ••"w�"""�'� SEE TABLET �BYOTHERS 190D SW 44TH AVE. 1/4' MAX SHIM SEE TABLE I OCALA. FLORIDA 3.74 WWW.CWS.CC 1 8200 PVC HORZ SLIDER MIN NON-IMPACT PERIMETER SEALANT g 3 a 3 ywj. INSINS TALLERSIDEANDOIR A,i0z ca=I,: IN IN a Qy3yo�im INSTALLATION ANCHOR SEETABLE Z IS f 6 ¢ H w p O I O o Uy?a�ya SEALANT BEHIND FIN BY INSTALLER 2 OIB5 /-C1 HORIZONTAL SECTION y h3w WO=OZ TYPICAL FIN ANCHORAGE HEAD AND ¢ a O F SILL SIMILAR FOR FIN INSTALLATION N RNWNJ3MW A. a 0 - wrWF 2 60 W>Ew Ne se2D1 a STATE OF ,::Uo iz- &'Sn017 LUCAS A. TURNER, P.E. FL PE! 53201 PERIMETER SEALANT INSTALLER 1239JABARAAVE, INSIDEBY IrvSIDE ANDOUT NORTH PORT, FL 34288 SECTIONSECTION PH. 94"380.1574 �HORIZOMAI I B BOXFRAMEINSTALLATION HI AND SILL SIMILAR FOR BOX INSTALLATION H RIP INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE. FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:E MIN.1/4'FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIEDINSIDE AND OUT, FULL PERIMETER, BY INSTALLER.0 -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. MSHEET 1:2 MIAMI.1=E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy Elco Construction Products, Div. of Infastech, LLF_ 13 err rr P-112), y Decorah, IA 52101 E ' - (11- ,, SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code; including the Hi eloci Hurric�Zone.DESCRIPTION. Aggre Gator 300 Seriss Steel Concrete and Masonry Anchor APPROVAL DOCUMENT: Drawing No. 1' 4-1820, titled "Aggre-Gator Fasteners 300 Series Stainess Steel Bi-Metal Concrete & Masonry Screw", sheet 1 of 1, dated 09/09/2013, with last revision dated 12/20/2017, prepared by Engineering Express, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each box shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved or MDCPCA", unless otherwise noted herein. 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 renews and revises NOA # 15-0226.10 and consists of this page 1 and evidence pages E-1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17-I , 019 Mtnraln7 ecourirr mew Expiration Date: October 9, 2023 / / (9 p ova ate: arc t 8, 2018 0 1120 Page I Ellen Construction Products. Div. of Infastech. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS "Submitted under NOA # 15-022610" 1. Drawing No. 14-1820, titled "Aggre-Gator Fasteners 300 Series Stainless Steel Bi-Metal Concrete & Masonry Screw", sheet 1 of 1, dated 09/09/2013, with last revision dated 09/29/2014, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS "Submitted under NOA # 08-0813.06" Test Report Standard Date Sienature 1. HETI-08-A242 ASTM E488 02/28/08 Candido F. Font, P.E. 2. HETI-08-A248 ASTM E488 02/28/08 Candido F. Font, P.E. 3. HETI-08-A236 ASTM E488 02/28/08 Candido F. Font, P.E. 4. HETI-08-A230 ASTM E488 02/28/08 Candido F. Font, P.E. 5. HETI-08-A260 ASTM E488 02/28/08 Candido F. Font, P.E. 6. HETI-08-A275 ASTM B488 03/17/08 Candido F. Font, P.E. 7. HETI-08-A277 ASTM E488 03/17/08 Candido F. Font, P.E. 8. HETI-08-A222 ASTM E488 02/28/08 Candido F. Font, P.E. 9. HETI-08-A226 ASTM E488 02/28/08 Candido F. Font, P.E. 10. BETI-08-C102A ASTM C39 03/25/08 Candido F. Font, P.E. 11. BETI-08-CIOIA ASTM C39 03/25/08 Candido F. Font, P.E. 12. EETI-08-C I OOA ASTM C39 03/25/08 Candido F. Font, P.E. 13. STTS 08001 TAS 114, App. E 05/25/08 Mark Mosbat, P.E. 14. STTS 08003 TAS 114, App. E 06/21/08 Mark Mosbat, P.E. C. CALCULATIONS "Submitted under NOA # 13-0924.02" 1. Anchor allowable load capacities calculation prepared by Engineering Express, dated 09/11/2013, signed and sealed by Frank L. Bernardo, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS F. STATEMENTS "Submitted under NOA # 15-0226.10" ''" L COPY 1. Statement letter of code conformance to the 51 edition (2014) FBC issued by Engineering Express, dated 09/29/2014, signed and sealed by Frank L. Bennardo, P.E. "Submitted under NOA # 13-0924.02" 2. Drawing No. 13-ECP-01 statement of code conformance to 2010 FBC issued by Engineering Express, dated 09/17/2013, signed and sealed by Frank L. Bernardo, P.E. 3. Statement letter of no financial interest issued by Engineering Express, dated 09/10/2013, signed and sealed by Frank L. Bernardo, P.E. 4. Distributor Agreement dated 09/11/2008. "Submitted under NOA # 08-0813.06" E-1 14-1 � 1_ 1b Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-1227.19 Expiration Date: October 9, 2023 Approval Date: March 08, 2018 Elco Construction Products. Div. of Infastech. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 14-1820, titled "Aggre-Gator Fasteners 300 Series Stainless Steel Bi-Metal Concrete & Masonry Screw", sheet 1 of 1, dated 09/09/2013, with last revision dated 12/20/2017, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. None. 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 codeuonf ante to 011 edition (2� FBC prepared by Engineering Express, dated 12/21/2017, signed and sealed by Frank L. Bennardo, P.E. ! d M c4- pq�yett3 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-1227.19 Expiration Date: October 9, 2023 Approval Date: March 08, 2018 E-2 'IiPACTTT LE MR UMSME > TYPICAL SECTION SECTION HFAD PMTLENGfH 0.242"/.249'0 HEIGM I FTHREpp LENGTH I HIGH NIRFAD O.D. OMMEF HFAO 0.200•/.H2'0�REF HER O.I6S/.171'tl REF. LOW THPEdO DUU4MRID. 9�0'0 ROOT OUME[ER DIAMETER ^ z 1 4"O AGGRE-GATOR SCREW L N.T.S. SIDE VIEW AGGRE-GATOR THREAD LENGTHS: .E EODF LENGTH RANGE OF SGIE MCNOR PCGRE-GATOR PARTIFNWH AGGREINNR TREAD=ft A IYy < 2• 1-3/4' 1-3/4• B 2• < 14y 2-1/4• 1-3/4• 2-0/4' 1-3/4• D 3• < 3W 3-1/4• 1-3/4' E 3W<P 3-3/4' 1-3/1 F 4•<4%' 4• 300 SERIES STAIN CONCRETE &I EDGE .]STANCE SPACING EMBEDMENT TEN90N �) SHEAR (0) HOLLOW BLOCK 2• 3• 1-1/4• 156 187 4- 3' 1-1/4- 176 211 MOUT SUED BLOCK 2' 37 1- ♦ 1" 207 e' 325 473 4• 1-1/2• 1-1/4- 149 282 1' 403 477 '- CONCRETE (2]20 P51 MIN.7 1-1/v 3• I. IIB rim- I-3/8' 2. N/A 1-3/4' 294 N/A 1-w. 3• I- Ila 204 1-3/8- 289 m 1-3/4• 194 1 305 2.1/2' 1-UT 1• L94 204 1-3/8' ni 259 1-3/4' 30 3D5 3� I-I/2' N/A 2001 1-3/4' WA 199 tt 3' I-V2• 1' 194 226 1-3/B' 251 413 1-3/4' 319 4B8 CONCRETE (3275M MIN.) 1-V4' 3• 1' 48 1-3/8' 294 WA 1.3/4' 2% N/A 1-IR' 3f 1• 248 25s 1-3/8' 294 305 1-3/4• 294 305 z-I/2' 1-I/2' 1' 253 155 1-3/8• zsl 305 1-3/4' 319 305 3• 1-1/2' 1• 251 226 351 510 319 535 NO 1. BGROUTFD EO MINIMUM BLOCK DUEWA CARAMESMSTT0HEREINASW AGGREHOLLO 2 AOGgEGATORALLOINABIE WAD CAPALfiIEB{ISIFl1NERFJN PRE NOT VAt10 FOR LRACIO:D CONURETE SUB6TPATE90.9 DETPIIEDWACI068.2 ' {EMa[DMENTOEPTH MFO L20 P31 CONCRETE. WIH ii'M4%THICKUNANCXOREDMWDBUCK 'LEN" ODDS IS MARKED ON TOP OF FASTENER HEAD IACATFDBETWEENTHECONCREiEANDSIDEMEMBEA SEE IUJU 1 TION BELOW tf EJVBDBETN£�ECONLM0F C 9DEMMEI BAH Ya'M1 THILKUNNCHOBEDVd10D BUM HEX FLANGE AGGRE-GATOR HEAD DIMENSIONS: - HEAD O HEAD MARKDIGGLIIDF: __ _ _ _ __ _ 300 SERIES (18.8) STAINLESS j •3• STEEL DESIGNATION ` 'A'-LENcm CODE 1 ; C]-ELrO LOGO------------- HFPO SIYLe WASXE0.0 ETEA HEAD MEIGM ACR059 FlAT5 HIXWASlIE0.HFM OA20' 0.190• 0.312' T1EKFUNce xuO De1o• .ass• wss• fl1alIDB TRIMml�AD 0A30 9.sss WA GENERAL NOTES: A OUMEFER OF 0.206'B SOLID iHETI-0B-P222 03/38/OB IIHET-08-A226 03/20/OB lNER-OB-A130 02/30/OB JNETI-00-A216 02/28/OB lXER-0e-A243 02/20/OB iMEll-08-A218 02/28/OB fMERAa-A260 Ojlz/ OB rxErt-oe-Az)s m/1>%oe fxEfI-Da-A2n OJ/17/aa fMETf-0e{t00A 03/35/OB YMER-08{101A OL35/OB� IIxEn-oo-clou oJns�os sU&TROPICAL GSERVf 65T1508001 (052s/a0) .. asrts mom. awu/oe 13. E%CFPTAS IXPRESSLY P0.0V1DED HEREIN NO ADDmONAL CFRRFIGTION500. AFFlPIMTIOFIS ARE INTENDED. 14, u�aanons PDDmaxs Oq arxeR MARK1xGs TD THL9 DOQIMFNF IRE NQTPE0.MITIED AND [MML[DATETiL9 CER3IFICATION. PRODUCT REVISED m rnmp LTg�9 AYIN Ne Fl9ddA BM.,ude NDw-ne. 77-1227.19 Eeptre9on D 10/091202] ey lmam e v D c9nlml John M. Foster - Architect Member - American Institute of Architects - LEED AP September 20, 2018 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 - 3156-3166 Morningdew Lane Permit # 17-10-0073 Revision to Florida Product Approval for horizontal rolling windows : SEP 2 0 2018 Custom Window Systems, Inc. #HS-8200 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 psf. Note that all of these specifications exceed the requirements of the ASCE 7-10 and the Florida Energy Efficiency Code documents already submitted. If there are any questions regarding this reply to building department Comments, please contact me as listed above. OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT# I 1�O DO RECEIPT # PLANNING & DEVELOPMENT SERVICES THESE PLANS AND ALL PROPOSED WOW BUILDING & CODE REGULATION DIVISION ARE SUBJECT TO ANY COP.RECTIONS 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 REQUIRED BY FIELD INSPECTORS THAT (772) 462.1553 . MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: i- DETAILED DESCRIPTION OF PROJECT REVISIONS: 1 koc%20'�C—\ ICo11inq �1 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: `j YZ QUALIFIERS NAME: �� m ADDRESS: CITY: PHONE (DAYTIME): 7-7,:2- ST. LUeLE E6U0 NFY REVIEWED FOR CO MANZ ANU rtKMi i MUSTiBE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE 4. y .a•� ��. � t% ST. LUCIE CO CERT. #: 1TE: �L - II ?/1 FAX: OWNER/BUILDER INFORMATION: f�/: kj IF CITY: IA) e-S-f Ph I IYl 'Y1P_c20p STATE: PHONE (DAYTIME: c /-g 1P 5- C18d ARCHITECT/ENGINEER INFORMATION: NAME: JonrA ADDRESS: ria6.s CITY: f2- )P PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: FAX: FAX: ZIP: ZIP: John M. Foster - Architect Member - American Institute of Architects - LEED AP October 31, 2018 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 13 3172-3182 Morningdew Lane Permit # 17-10-0073 Revision to Florida Product Approval for horizontal rolling windows : Custom Window Systems, Inc. #HS-620 vinyl frame, horizontal slider "XO", 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. Note that all of these specifications exceed the requirements of the ASCE 7-10 and the Florida Energy Efficiency Code documents already submitted. If there are any questions regarding this revision, please contact me as listed above. FTt h... s. o�NFosG��O roste' 06 Floriaa dulldpg Cade; Online , IOJ31/18, 4;02 AM .r -.._ aCIS Herne f`leg In ;User Regaaatlon Hot submit surcharge Sraks&Nits } pab�CaUprls'( .CantattUs i BCss=Map $ Unk4 013roduetApproval u[Slalio Public, User .kFa LCOP kl praaaa Aoerovai Men[ > FIGnyCidr AoeticaHoO SeaicM1 ' canon .L.IsE>.,Sppiilad7355-R3 AptimDelaR FL_.ikY. �Amii.t.1`. _. plication Type Affirmation CodeNersion 2017 Application Status Approved Comments: Archived Product Manufacturer. som Window Systems Inc. Address/Phone/Elnall 1900 SW 44th Avenue- .. ,Ocala, FL34414' (352) ;368-6922=. ExG 291 )iathrop@cWsiec Authorked Signature :Keyiri; pirro kpige@cwstcc, TechnipLRepresenta0ve Erin Koss Address/Phone/Email. 1909, SW 44th Avg:.. Ocala, FL34474 {352} 368-6922" Ext 291 ekossQ�cws.cc Quality Assurance Representative )ay Lathrop Address/Phone/E'malt 1900 SW 44th Ave . Ocala, fL 34474 (352}368=6922 Ext,291 jlathrop@cw-s.cc Category endows subcategoy - orizontal5lider. ' ra Compliance Method Certifiication Mark.or Listing Certification; Agency Validated. By Referenced. Standard and Year (of Standard), Equivalence of Product Standards Certified By Keystone Cartificat pns, Inc: Steven: M. Urich, PE Validation Checklist - ttardcopy. Received ,Standard AAMA/WOMA/C5A:101_/I:S, 2IA440r08 ASTM:.E1300-04 Year 2008 2004 https:}(flotidabuilding;.org/pr/pr_app dtLaepx?param=wGEVX4wtDgsR,yj+IwiNWDrY%a26tGx8iDFNwhG1 KdOdLlbI4KtN9rk0j1%2negMd%sd Page A:ot3 Florida;euilding Coda Online. 1Df31/18,, 4:02-AM ro "RI-affimr thatthera,are no changes+in'the new, Florida Building Code which affect my product(sj and my product(sj are in compliance:'wkh the new Florida Building Cade. Documentation from approved Evaluation=or Validation Entity rjYes No QN%A_ Product Approval Method vF DateSubmitted' Date Validated Date Pending FBC Approval Date Approved: Summary of Products Method 1. Option 09114/2,017 09/f4/2017 09/15/2017, PL.# Model, Number or, Name.. Description 17355,1 HStfi20 Vinyl Horizontal Slider XO HS"620'Vinyl Horizontal 5liderr •XOr Non. -impact; Limits of Use - - - Ce.4ficaUon•AgencVCertificate Approved for use in HVHZ:, No FLL7355 g3, �C CAC CAR 138-1,315 odf Approved for use.outside, HVHZ:iYes FL173.5,5 R3 C CAC CAR. 138-1336.ndf Impact Resistant; No Design Pressure: N/A. 'FL17355 R3 C CAC CAR 138-1334.odf 'Quality Assurance Contract Expiration Date. other= Max. sizes' 747 x 63" and'74P x 72 , See Installation 10/16/2018- details for, DPs.:G(ass complies with. ASTM E1300, 04. Installation Instructions • FL%7355 R3 II CW5.10314UM-620>X0h6df Verified By:l Lucas A. Turner-PE-58201 Created by:ndependedt Third Party: Yes Evaluation Reports FL17355 R3 AE EvaiReo CWS-:10alA£HS-620,XO) ndf ' Created, by,Indeperident.Third Forty: Yes :17355,2 HS'620 V[nyT Hp[lzontatSlider XOX_ HS=620,Vinyl 'Horizontal $cider, XOX,: Non, mpact. Limits of Use Certiflcation;:AgencyCertificate Approved for use in HVHZ:No Approved for use outside NVIfZ:'Yes FL17355 R3 C CAC -CAR -138-1341 odf FL17355 R2-C_�_CA_f38 ( t-1342.ndf' Impact Resistant: No Quality�Assurance Contract Expiration Date. Design Pressure:N/A 03/30/2014 - Other: Max: size. III" x 533: XOX.1/3-1/3`1/3 and 114-1/2- Installation Instructions ; #4-;See installation details for DPs: Glass.compbes with ASTM E1300-04. FL17355 g3„11�W9-i067 f115 620,:ROX? p '- Verified By:, I,6cas-A, Turner PE=$8201 LL Created,bV In¢ependenbTnirdi Party:'Yes� Evaluation ReporEts ' FL17355 Rai AE valReo CWS=3057"[HS-620. )(OXi,odf treated by Indeperideut--rhirdParty; Yes ` - 17355:3 'HS-620 Vinyl Honzontal,5lider XX H5r620 Vlnyi,Horizontal,Siider, XX, Non; -Impact, Limits of Use. CertiflcationAgengr Cectiflwte Approved for use In HVHZ: No FL17355 R3. C CAC CA 138-1328.otlr' Approved for use outside HVHZ: Yes 4FL17355 R3, C CAC EAR .138-1324.odY :Impact Resistant No FL17355 83 AC CAR 138„133 al2df, Design Pressure- N/A FL17355,'R3C, CAC CAR138 13331atlf :Other: Max.. sizes: 24" x 63" and 74")e 72". See Installation Quality Assurance Contract Expiration Date,' detail for OPs. Glass. complies •to ASTM E1300-04. 12/10/20181 Installation Instructions 'EL1Z355 &3. U CWS-1059,0HS-620.:XX1..odf, verified By-, Lucas A. Turner PE-58201 Created. by'IndependentThird' Party; •Yes: Evaluation Reports 'FL17355 .Ra.E Eva1Re5-1059 fFi5.620; XXl:odf 'Created by IndependertrTihird Pattjn Yes htfps:/Ifioridabuildingmrg/prlpr_app dtl.aspx?par@pr=wGEVXQwtDRsRyNwiNWDrY%2btGzBTDFNwhGIKdUdLPi4KcHgrX9ll%2bhg%3d%3d Page:2 of M FL HE I wGE lY 1% X. UN HEIGHT MAX, SASH HEIGHT i` U SS J HORIZONTAL 'SLIDER - NON -IMPACT r,ENEBEL NOTES; 1, THE PRODUCTSHOWWREEREIN IS DESIGNED ANDMANUFAtTURED TO'compLy wMjT"E FLOqjpX5ujLojNG qqQE (F60):CURRIE�NT EDITION. 1 1 2, GLAZING oprioNs: (St8 SHEET 23 3, CONFfGURA-fJONS, -6C OR?XM 4, DESIGN PRESSURE 8ATIWSEERHEET2Ii ,NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM,11-1300-Wf. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSUR4 WATER INFILTRATION TEST PRESSURE AND GLASSTABLES ASTIA E4360-04. E. ANGHORAGE.lHE 33 1/3% STRESS INCREASE HAS NOT BEEN USED, S. SERIES IM06EL DESIGNATION HS420, 9,'THE DESIGNAT10%XANDO STAND FOR THE FOB -LOWING; X.OPERABLE H.O.FIXEDSkSH III. 88GUON CALLOUTSAFPLYTO'J!4.L ELEVATION" ASIMILAR LOCATION, -=11: EXTERNAL WEEP SLOT- i16'12-;?E-LATZ4.1f2'PRO BOTHENDS. MAX'. -.UNIT '90 11 MTGi.- RAIL DESlI0NPflESSURE flATING WAOTRATING 74",X.63" NO -71;SFE COMPARATIYE ANALYSIS'I NONE CHANTS ,SHE' Lucas A. Tumor 2DI 5-0427 21:01'64-bD 1620 PVC HORIZ, SLIDER NOWIMPACT - Jr qE,NERALN07ESAND ELEVATIONS ,A unit, IN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT -O)r w la' WITH GLASS TYPES A, a, C, OR 0 Wit, unit Haight 1-1.1.1-- VAdth, 35112 112 431/2 471/2 51 55412 59,112 913 +50/-75 !I()j-75 .50/-75' 4501,7S, .50/.75 +W/-n WI.70.6 W-112 —A? +50b75, .,+50/ 4S -50/-75 +501-75 +50/-75 +50/-70.1 *50/-65A 112— +50 / 7S +SD/.75 +50/-75 —711-0175 --;50/-75 +501-7L5 +SOI-65.5 490/-61 +5D/-75 +50/-75 450/-75 +50/-w +50/-74.5 +W / -67.5 +9DI-61,7 tSO/-57.4 55 1/2 +50/75 +50/.79 +501�75 +50/-71, 501-6-4.1 +50/-58.5 *501-54.4 591/2 —T371-12 i50/-6916 +50/-69.6 +SO/-69.6 + - +501-68 +.SO =613 +60/-55.8 '450/-SL8 +50/-6L' +SOj-fU.I 450/-6LI -+smo/,Eti +90 1 +49.5/-49.5 1+50/-Sk4 +SDI-SCI '+S() I -54A, �50 -541 .0-541 A �+501-54.1 71 lip +4&21-4&2 *4&2/-4&2 _7 44&21-4&2 +48.2/48.2 +48.2 48 +4&2/48.2 14&2/-48-2 §'l �47ff S 71 I �5.114YI 45 �45 445/,45 ;8��475-1 —;ZT-45 GLASS TYPE C No'M IFSMOt I* "(5T PISNSROWNUSENM)LAqGERS[ZEj 1/8' ANNEALED MV AIRSPACE ll8" ANNEALED SKAFLEX SSZOR pUPPPt?OLAZE"ire 7 a1w bLASS BITE �i MNEALED SIMFLEXWON ,PUFIFCGTGLAZE V- 71W OVERALL IVWW.cWS.CO —WIVAMPACe F 62 0 PVC —vir SLIDERHORIZ. SDER SIKAFLEX !i,,2,OR NON -IMPACT PUAFEC�TGLAZE V' SITE Iwo"GLASs, in z i,ow > qPIASTYP" GLASS TYPE D No 540,1 A, "ATE OR INTERIOR SECTION VIEW:AA ITEMS INOT SHOWN FCR'CLARITY. .7-115. 10,12,15-1BZt 21 :SECTIONVIEW:CGC ALTERNATE F/NFRMAE INTERIOR SECTION VIEW D,D MbS(RAIL REINFORCEMENT (20,11 REOUi$Eq ON UNIT HEIGHTS ABOVE 82- 620 PVC HORIZ. SLIDER N6144MPACT SECTION VIEWS T2; 4 PVC MAIN FRAW-H-P127 1 ISl16'. CORNER WELD 4 5 PVC TOPJ8T,M RAIL - . H 1 -6 140 PVC INTERLOCK RAIL - H,0t15 PVC DRAW RAIL - 6139 ALUM IN rFRLOCK- S-2029 PVCGLAMNG BEND- S-61 41 1 V16 V16. 4 15,10. 1 67� ALUM REINF, - S-2043: ALUM REINK - $-2044 E1,151iri'" jr 13V TLI ALUM ROLLER TRACk - 5-2036 ALUM EXT. RE,ItkF. - 00 IJI r1stivi ALUM REINF:,- &PCPS ALUM REINIF. - $-2,004 PVC COVER - P-5400 620 PVC HORIZ SLIDER NOWIMPACT 144, 58201 qjklt OF CWS-1031 A NbtEsAi!WRUSIONSAtiEALUMINutk6b6J-T6UNLESSOTHERWItEi4OTED. 1.SHE 12 40F 4 MA%.(TYF)'- a MAX (TYP I . B MA% OC. (iYP.) ANCHOR LAYOUT - (FLANGE) i i it -- - . I ; ANCHOR LAYOUT- IFINI: NOTE THRU FRPME ANCHORS ®MTG RAIL -SEE NOTf_2 620 PVC -INSTALLATION HORIZ. SLIDER ANCHOR. RYP.) I NON -IMPACT NOTES: 1,0% .,ntm Vr I' LL ti INSTALL ONE ANCHOR ATEACfI INSTALLATION LOCATION,SILL ANCHOR $PliClNGSAMEE AS HEAD. - ... 4/�oNAI�Na J, �i 'lss - .. IN "HIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARGSHIMS MAXALLOWABLE SHIM STACK TO BE 114'. BE SHIMS WHERESPACE GREATER THAN V16'IS PRESENT.. LOADBEARWG SHIMS SHALLBE CONSTRUCTED OF HIGH DENSITY PLASTIC) OR,9ETTER.W000 SHIMS APE NO _ SHEEYB, ]. ANCHOR TYPE, SIZE SPACING AND EMBEDMENT SPECIFIED IN THESE DRAWWGS;SEE TABLE I:. 4IZ76v0 , LUGASA:7URNER. P.E.. FL PER58201 <. ALL INSTALLATION ANCHORS MUST BEMADE OP OR PROTECTED WITH A CORROSION SISTANT MATERIAL OR COATING. DISSIMILAR METAL$Ofl MATERIfi1.5 IN WITH PRESSURE TREATED WOOD MUST ... ... .. �_ .. _ _... _ ._ ._ .. ,BE PROTECTED TO P.REVENTREACUON. - - -1239JABARAAVE. S.'INSTALLATION ANCHORS SHALL .BE',IN.A000AUANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTROCTIONS,ANP;ANCHORS SHALLNOTBEUSMWAUBSTRATES WITH STRENGTHS LESS THAN THE,MWIMUM INORTH'PORT, FL342TA PH, 94l-3SD-!674 SPECIFIED IN TABLE ,SHEET.B., 1 ANgHOFi=$CIllDTJLE AND 6,ANCHOR EMBEDMENT PTO: SUBSTRATE SHALL BE BEYOND WALLDRESSINO OR STUCCO. FOR CONCRETEICMUOPENINGS;EMBEOMENTSHALL BE BEYONDWOOD BUCKS. IF USED; INTO: SUBSTRATE �V(SUCKSARE K OPTIONAL: NOTES' -�y� 7.;A.MWIMUM DENTER�T(7-CENLE!;$PACING$FIAL(BEfANIMA,I�S,ED 6HTWESfJA[L EASiENERS: 3'FORMASONRY;'1'FOR.W006'/yND FhE"fAL, 8. WOOD OR MASONRY OPENINGS., BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT,OR ENGINEEROFRECORD,AND INSTALLEO TO TRANSFER WIND LDADS161HESTRUCTURE. Ew ool"M4• SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS, SHOWN IN TABLE I. SHEET CCONCRETE AND MASONRY SUBSTRATESMAYNOT BE CNACKED; a:. a 9.SEALINO ANOFLASHWGSTRATEG OPERA AT 15F$I CEOFIN$TAU-ATION SHALL BE DONE BY OTHERS fOLLOWING THECURRENTVER510N OF THE REFERENCE DOCUMENTS;CW5=1D31 A' FKWAAMA 100(FINWWOOWSf- AAMA 2O0(FLANGEWINDOWS)�WWDMA260(BOXWWDOWS),FMkAAIAAIWDMA'800(EXTERIORDOORSI SHEET - _ 1.20 5:0176 TYPICAL HEAD ANCHORAGE SEALANT 'FLANGE BY INNSTALLER� I1/ �'j' ' Lye MA%. SHIM S HORIZONTALSECTION. - 6 TYRIOALilpM6 ANGHORAGE ' SEALANTSEHIND l 1i4°iMAX.SH10.1 FLANGESYPWAUUSR� - 'TABLE 1: APPROVED INSTALLATION FASTENERS ---'- FRAMETYPESUBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIN.. EDGE D15T. FLANGE _ CONCRETE(20 KSI MIN.). ms,. DW TAPCON 1' 1_118. FLANGE. HOLLOW OR GROUFf,A1ED DIAL (117 PCF MIN.). 311W TW TAPOON. - 1' - 2 �1 L �.. 1 FLANGE. HOLLOW wGROUT-FAZED CMU(ASTM C,90) 3'16'ELCO.ULTRACON 1d/4' FLANGE ??(Mw-BOURNERNRWE.(Q-0.151' .., ... GRELCO UI7RACAN FLANGE 2X MIN. SOUTiERN:PNS(G=0.55) A10 WOOD SCREW FLANGE 16,GALKIIE(0.06T) MIN.. STEEL STUD (33 KSI YIELD MN) 010-16:'HILTI KW�(:FLFXOBRW, TEKS SELF -DRILLING SCREW FULL,7HHEAD. 1HRU GODT 7/16" FLANGE 1/6' ALUM.(6063-TkMWJ OR - i/6'STEEL(33 KSI A6N.) 910 GRADE 5'SELE-TAP,PING/ ORRLING SCREW F1ILLTHR.,EAD 7HRU 0.125' _ T/16' FQl" . ZX M. SOUTHERN PINE(C-0.56)..... W B10 WOOD SCREW t(2 C RORIZONTALSECTION S TYPICAL FIN ANCHORAGE HEADAND SILL SIMILAR FOR FM INSTALLATION NOTE'ADDITIONAL THRU-FRAME. ANCHORS (AS SHOWN IN DET. A/6) RED D AT MTG'RAIL; SEE SHEET 5 ANCHOR LAYOUT. FLANGE RE1A0VALN0TE:PARTIALLYOF1 FULLY REMOVING THE FLANGE UP TO AND INCLUDING A"BOX:FRAME.APPLICATION ISACCEPTABLEPROVIDW: -MINI 1/4- FlLLET-OF CONSTRUCTjON-GRADE ADHESIVE CAULK IS A.PFLIFtp INSIDSAND OUT; FULL PERIMETER�BY INSTALLER. -PRODUCTANCHORAGE IS INACGORDANCE WffH:REOUIREMENTS'AS SHOWN FOR.FtANGEWINDOWS, 620 PVC HOM SLIDER NON -IMPACT =. Tr .Na 59201 t'P,i 49�t STATE OF 74W4 i F{A R F3s O.}t.« pLyCf�S? . ,hhhflAi 42712015. LUCAS&TURNER; RE, FL Pr WEI -, 1239 JASARA,AVE .NORTH PORT', FL 34263 PH, 941-380-1574 " MITIMMIUSTim- INSTALLATION DET.AIGS EMK 09/23114 K CWS-1031 A SHEET 1:2 BOP S John M. Foster - Architect Member - American Institute of Architects - LEED AP October 31, 2018 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 13 3172-3182 Morningdew Lane Permit # 17-10-0073 Revision to Florida Product Approval for horizontal rolling windows : Custom Window Systems, Inc. #HS-620 vinyl frame, horizontal slider "XO", 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. Note that all of these specifications exceed the requirements of the ASCE 7-10 and the Florida Energy Efficiency Code documents already submitted. If there are any questions regarding this revision, please contact me as listed above. 6 .�a oi5�i' M. Fos��'r•9 WM IN- M Flor.", I Bulldi ny Code Online ecis Home f tog In j Use, keglsliatfv. � Ha ibpf�� 0 IFOA Product USER' ftbi p r 1, =999AMMYALUM > APP101!Qn-�s >IAP-Pll 601136tall FL fz FL1735 -1k3 Ap'PI-1cation Type Affirmation 'Code` Version f �2A17 Application Status Approved 10131/18, 4:02 AM 4-75�11' w-anz, M WN SubmitSurchange ?UbgMUQ!S '1 6-tadUs I BCIS}tamap J; UrI searth I Comments Archived Approval is User Product-Nanufactu - I . 'Mr-" Adclresa(Phone/fMall Authortied Signature Technical Representative Address/PhonelEmall Quality Assurance Representative Adclress/Phone/Ema)l Category Subcategory Compliance Metttod 'CertificatiowA i , gency Validated,By Referenced Standard and Year (of Standard] Equivalence of Product Standards Ceftlfie& By rMM—n-5—nao—w5 yst�mslnc. 1900 SW, 44th Avenue Ocala, FL34474 (352) 46$-'09ZZ ]ext 291 jlathMjYqcwsicc )OeVm Pirt& kpine@cws.cc Erin Koss ISOP SW 44tbAve. Ocala, FL34474 PJ'S2'568-6822' Ezt 291 d5 s@cVVs.ct1' Jay Latbrpp 1900 SW- 44th,,Ava. Ocala, Ft 34474 (352)-368-6922 Ext,29f jlathrop@cWs.cc Certifkation Kark,or Listfng Keystone Certifications Inc 5bqver,M, Unicb, P4 Y'D� Maliclatron Check4lit Harlimpy, Received Standard AAMA/WDMNtSA 1o1/i.s.2fA46,og ASTM E1300-04 2068 2oo4 http,s:llfloridabdildino',Grolprlj3r:app-dti.aspx?oaram=wGEVXQwtDqSRYJ4wkNWD�rYy4ofGkgTorgwhOlkdQctLP14gcHgrX9tl%2bug'I.Od%Sd Page 1 of 3 Florida Building Code Online , - 10(37/18, 4:02.AM t °V affirm that there,are;no changes=In'the new Florida Building Code which affect my products) and my product(s)'are In compliance. with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity' jYes QNo {; N/A, Product Approval Method r Date:submitted' DateValidated Date,Pending FBC Approval Date;Approved ummary of Products Method 1 Option A 09/14/2017 09/1412017 og/npov- EL # Model, Number or Name. Description 17355.1 ' - •. , 620 Vinyl.Hodzontal Slider XO.. HS-620:Vinyl Horizontal Slider, ,XO,•Nan-impact;,. Limits of Use - - - - Certifieation Agency Certificate Approved for use in HVHZ:''. No , fL17365 R3 C CAC CAR 138-1315^odf Approved for use outside, HVHZ: Yes R'17355 R3 'S,'S'AC—GAR 138-1316,odf Impact Resistant: No FL17355 R3 C CAC CAR 138-1334.ndf Design.Pressure: N/A - Quality; Assurance Contract,Ezpiration Date, Other: Max. sizes: 74" xf63" and'W X 72". See Installation details for DPs. Glass complies with ASTM E1306-04. 10/1612018- Installation Instructions FL17355 R3 I[_CWS=Y011A(HS-620,-,&QL f' Verified By:'. Lucas A. Turner-PE-58201 Created.. by.independent Thlrc1,Party: Yes Evaluation. Reports FL17355 'R3 Qk_EvalReo CWS-1031A (HS-620, XO7•odf Created; by<;Independent:Third'partyl Yes 17355.2 H5 620 V(nyl Horizontal Slider )0X. HS-620"Wiryl Horizontal Slider, XOX rNort-Impact. Limits; of Use Certification Agency Certificate Approved for use in HVHZ:;No_ FL1735S R3 �C-CAC 8- [AR131 4�ntlf Approved for use'outside HVH2::Yes FL17355 R3 CCAR. 138-1342.odf Impact Resistant: No Design Pressured WA Quality:Assurance Contract Expiration :Date: iO3/30j2019 Other: Max size.111" x 63"'. XOXt 1/3.1/3-173 Wand 1/4-1/2- Installation Instructions 1A. See Installafion details for DPs. Glass'. Complies with ASTM E1300-04. F.173 ;&3:.jj_CWS-1067 (HS-620. XOkSy_pd Verified By: Lucas A. Tumer PE=58201 Created, by IndependenEThird Party: Yes,. Evaluation Reports - FL17355 'R3, AE EvalRep CWS-10b7 (Fi5-620.. XOX)-pdf Createdby Indepertdent-fhird Party: Yes,- - ' '.17355.3 HS-620VInyl.HorizontaliSliderXX HS=620.Vinyl, Horizontal Slider,.XXYNonrTmpact, LimitsofUse. Certification Agency Certificate Approved for use In HVHZ:. No, F11735� R3 C CAG EAR 138-1328&df Approved for use outside HVH2: Yes FLi7355 R3' C GAE CAR 138-2329odf. Impact Resistant: No FL17355 93 C CAC 'CAR,138-133ZDdf, Design Pressure: N/A „EL17355 'R3, C CAC -CAR 138-1333Codf ..Other: Max. sizes: 74"x 63" and:74" x 72". See Installation- Quality Assurance Contract Expiration Date detail for DPs. Glass complies to ASTM E1300-04. 12110/2618 Installation Instructions :F-17 c5 R3 II CWS-1059 fHS=6 O..XXi'�odf Verified By: Lucas A.` TurnerPE'58201 Created by Independent Third, Partyv'(es, EValuation Reports ' "FL17355 'R3 AE 'EvalReo'CWS-1050. PHS-6m XX).odf created by IndependentThird Party:?Yes' htfps://floed.obtilding.grg/pr(pr_apP_dti.aspx?parain=wGEVXQwtDggRyNwiNWOrY%2btGx8TDFNwhGlKdUdLPi4KcHgrx9l7%2bugY.3d%3d Page'2 of TABLE OFOON[ENTS HORIZONTAL SLIDER- NON -IMPACT LT e4 FL HE ^MAX. SASH WIDTH I r32 V16' 'cussbLo� A..�---( NtlE MA MAX B �GHT IT HE EIGHT V / 59 I/16 X" O 1A SASH HEIGHT - GLA9 DLO ..lc. C. `YY A A GENEPALL4,QTES G THE PL OUCTSHOV✓NNEflE9JIISDESIGNEO AND MANUFACTURED TEMS `MON514TKA' TO COMP,LYWR71'¢IE.FLORIDA'BUILDING CODE(FSC). CURRENT E EDITION, OCALA FLORIDA34474 2, GLAZING OPTIONS'e OF SHEET 21 -WW W,Cws'CC " S, CONFIGURATIONS; -bX'OR^XO'. 620 PVC 4 STEDPRESSUREAND -NEGGN ATIVEATINGSEF HO.RIZ,SLIDER 'GLASS TABLES ASTM E-130"C NOWIVIPACT .-POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER .INFILTRATION TEST PRESSURE AND GLASS TABLES uI, �f ASTM E-130M4• S. ANCHORAGE: THE 33 V3%STRESS INCREASE HAS NOT BEEN USED, B. SERIES / MODEL DESIGNATION HS$20. „ 9. THE DESIGNATION RAND O STAND FOR'TryE FOLLOWING. X'-.OPERABLE SASH. 0. FIXED SASH ID.SECTION CALLOUTS APPLY TO'ALL ELEVATIONS IN A SIMILAR LOCATION. - - Ill 1.EXTERNAL WEEP SLOT=S/16•X2-1/8'tOCATED 4.12'PROM - BOOTH ENDS. > tttptw4gTT t.•` DREW. 44 582D1 �At LiIcas mer 5'�0� rntE;.Op 2,0 5.04.27 S1iF584'a R•••�''T1 8 21:03-04:00 4 ✓ONA1 E- LUCAS A. TURNER, P.E. • F9 JASAR 2o1 12FLJABARA01' MA),C UNIT 2011 MTG. RAIL DEIGN PRESSURE RATING IMPACT RATING' 74--x 63" NO SEE COMPARATIVE ANALYSIS'NONE CHARTS, SHEET 2 OWS-1031 A - _ SHE 1:25 1 OT of Unit FIX W INUOW UE ION PHGi5URES FOR BOUAL SFL 'OX' o1 "XO" WITH ULASS WPB A, B, C.OR D Unit Height Width 1 35112 1 39112 1 1241;1/2 1 511/2 1 55112 1 59112 1 0 :GLASS TYPE O NOTE; IF.SlW'WTENOE01S,NOT SHOWN, USE NEXT LARGER SIZE:. iA' OVERALL U9' ANNEALED Me' AIRSPACE lie' ANNEALED SIKAFLEX S57011. PURFECYGLAZE-W SIS' GLASS BITE 718'OVEPALL 11W TEMPERED Y15'-AIRSPACE 'WWW.CWS.CC' 620 PVC Ire' TmPMEG HORM SLIDER NOWIMPACT RFELCE GuzOF r' J7 N -w GLASS BrtE GLASSTYPEB W OVERALL------+j---71T OVERALL 3116" ANNEALED 1/15''AtRSPACE YtW ANNEALEG SIKAFLEX 55 OR ,PU.RFECTGLAZE" GLASS TYPE D SIKAFLEX552 OR 3r� .tlo 583b1 PURFECTGLAZ6'IT' :�S ss°ata5S Bi7E-. -=qn; STATE OF 9 I INTERIOR SECTION VIEW A -A ITEMS NOT SHOWN FOR cLARRY: 7.8, 10.12, 15 18:& 21 SECTIONVIEW," ALTERNATE FIN. FRAME INTERIOR §EcnoNvmw" SECTION VIEW D-D ... ,MTG RAIL REINFORCEMENT (2011) RE(JUIRED ON UNIT HEIGHTSABOVE BS` 620 PVC H2ORM SLIDER tidwimPACT 9; STATE bF' r 41 Zp;s r,rV� ���9S�pNA Exx ,l zx 4/27P2015 CUCAR F.#5NER, p,E. FCPEg58201' 1238JABABIIAVE. NORTH PORT61574 FL734288 FH�941-3B SECTIONYIEWSWN- EMIC O@123l14 OWS•1031 A SHEET t2. 9'nF'8. 4 PVC MAIN JFRAMff - H,6127 4 5 I I IV L PVCjOP/STM RAIL `9-6 140 �LPNEFi WELD ALLSIDES 1:8 r-t Tifiv- —2418A 71W7--L f— � ; - I V 1 3 i r 3 WO INTERLOCK RAIL- H-6t3S PVC DRAW RAIL - 61i9 AWMIN7ERLOCK-;S-2029 PVCGLADNGBEAD-S-641 1116- I L--t--7 ,t6 V .Vp 3 ALUM REINF. - S-2043 ALUM FIFINF. - t-Z04!V 1 WIV j�i �518'1 'Ir IL67 ALUM hoLLts TRAck - s-2o3b ium pa. Rm,F. - S-20 1-1 NomALLptrRusioNs AtiF AiLumaNUm-6-oo.Ts uNLEs§ OTHERWISE I NOTED.- 1 11 .. i'slIV 5+16 ALUM miNo, 9-2005, ALUM'REINK - S-ZOO-4 7116.- L PVC COVER - P-5400 3'IF44TH AVE. ALA6 LORIDA 3404 JW WS W 620 PVC HOR17- SLIDER NOWMPACT ff'7- N* 58201 LULCAS TUR,,FRPE. FL PE , 58201 8 20� t239�A F NORTHPORT FL34288 'PH, 941,380 1574 CWS-16i A 1:2 A nE ANCHORATMIOSPAN _. FOR UNIT HEIGHTS OVER 637 (TYP.) -W,MAX (T'P) 6• MAX iTMP.) 16 MA) (T I�k ) Y ANCHOR LAYOUT - (FLANGE) NOTES; 'i; WSTALL ONE -ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SF E NOTE2 —INSTALLATION ,ANCHOR TTYPJ .ANCHOR LAYOUT. fFIN4 NOTE TMRU FRAME ANCHORS L$MTGAAtl GREATER THAN 66`IS PRESENT. LOAD BEARING SHIMS SHALE BE: 3. ACORYPEdESPACINOANDEMBDNTSHALU8)SPECFIEDINESDRGS; EE TABE I�SHE+EYRreNW+w?y' , 4. ALL INSTALLATION ANCHORS MUST BE MAQEOF.09 PROTECTED WITH A CORROSION RESISTANT MATERIALOR CQATNG, DISSIMILAR METALS OR MATES14G IN CONTACT WITH PRESSURE TREATED W006MUST SEPROTECTEDTO RREVENTREACTION. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTION S,AND ANCHORS SHALLNOT BE USED PI.SUBSTRATES WITH STRENGTHS LESS TRAIN THEMINIMUM SPECIFIED W TASLE1,SHEET. E. } &ANCHOR EMBEDMENTTOSUBSTRATE SHALL'SE BEYOND WALL DRESSING ORSTUCCO. FOR CONCRETE/CMU OPENINGS, EMBEOMENTSHALL BE BEYONDWOOD SUCKS, IF USED, INTO :SUBSTRATE -tX SUCKS ARE OPTIONAL 7 A MINIMUtrS CENTER-TO-CPsl1E(i'SPACING:6ylACL fiE IrNAINTABSED SETWEENIALL FASTENER $: 3' FOB MASCNHY, t° fOR iNOONSAND 6}ETAL, B. WOODOR MASONRY OPENINGS'. BUCKS AND BUCKFASTENERS SHALL BE PROPERLYDESIGNED BYTHE ARCHITECT ORflENGWEEROFRECOROAND WSTALLEU10TRANSFEF WIND LOADSTOTHESTRUCTURE. SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN INTABLE/„SHEET6. CONCRETE AND MASONRY SUBSTRATES MAY NOT .BECRACKED, BE DONE BY OTHERS 'FOLLOWING THE'CURRENT.VERSION OF THE REFERENCE.DQCUMENTS; I); FMA/AAMAAYDMA 300LEXTERIOR DOORS) 620 PVC HORIZ.SLIDER NON -IMPACT 58201 LUCASA E RNER, P,E. FL PE 1<68201 12SB JABARAAVE. ;NORTHPORT, FL34288. P0141-180AS74 I= A TYPICAL HEAD ANCHORAGE SEALAN FLANGE BYEHIND INSTALLERJ I 17�64'!M%.SHIM INSTALLATION SETTABLE t : w\ VERTICALSECTION_.. 6'- TlPICAL.SaLANCHORAGE' B HORIZONTAL SECTION 6 TYPIOA.JAMSANCHOAAGE ' TABLEI: APPROVED INSTALLATION FASTENERS - -- FRAMETYPESUBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE _ CONCRETE (2A KSI MN.) 311V OW TAPCON 1" FLANGE, - HOLLOWORGFlOLR-,,FtUDCMU(117PCFM?JI &16-UWTAPCON, 1-. - '2'- N }• FLANGE HOLLOW Or GROUT -FILLED CMU(AS1M G90) ffi10' ELCO. ULTRACON 1410 " ' 2.1/2 FLANGEI ?XMW. SOUTHERN.PPIE.(G.O.SS).•m ,, .. ... OR ECCO ULTRIICON _ . T3/6' .,.. Zl6`_...... FLANGE 2XMW.:SOUTHERN PNE(Gm0.65) A10WOODSCREW. TITF .VW FLANGE 1SGAUGE,(0.060') MN,.BTEELSTUD (33 KIN YIELD MM 41016 HILTIKWIK-,FLEXQq:OW TEKS SELF -DRILLING SCREW FULL THREAD: THRU 0.06(r - FLANGE 1/6°,ALUM.(606385 MIN.) OR 1/S`STEEL(33KSIMR) #IQGRADE5SELFTAPPNG/ DRILUNGSCREW FULL THREAD THRU O-f25* .. 7/16- FW' 2XMW.SOUIHERN.PWE(CP0.55) 1010 WOOD SCREW 1.1(2' -- 1!2 ANCHOR T6C HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SI IL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN'DET. A/6) REO'D AT MTG'RAIL, SEE SHEET 5 ANCHOR LAYOUT. 620 PVC HORIZ SLIDER N014-IMPACT No 56201 } STATE'OF LUCAS A-TURNER�P.E FL PE C 5.5201 1239UABARAAVE NORTH PORT, FL,ma PH.941-380.1574 DR ROKINSTAUATION I, ?INSTALLATIO,N DETAILS EMK 09/Z -,MIN:1/4"FILLETOF CONSTRUCTION -GRADS ADHESIVE CAULKS PPUED a .1 INSIDE AND OUT, FULL PERIMETER. BY INSTALLER. FCWS-1031 I A -PRODUCTANCHORAGE IS INACOORDANCE WITH:REOUIREMENTS AS SHOWN FORFLANGE WINDOWS; SHE i 1:2 no 4 OFFICE USE ONLY: DATE FILED: I I ' a. 1 - I REVISION FEE: VIrl O0 LOCATION/SITE PERMIT# I I I V -(n ©7 J RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 349824652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECAA lle?/(/ CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: 15 QUALIFIERS NAME: _JA OWNER/BUILDER INFORMATION: ARCS ITECT/ENGINEER INFORMATION: NAME: CITY: SLCCC: 9123109 Revised 06130117 .File mw— ST.lUCIE CO FAX: ZIP: RECEIVED NOV 2 7 2018 ST. Lucie County, Permitting John M. Forster —Architect Member —American Institute of Architects - Leed AP 11205 Ridge Ave. Fort Pierce, FL, 34982 Florida reg No. 8511 St. Lucie County Planning & Development Sercvices 2300 Virginia Ave. FT. Pierce, Florida, 34982 Sedona multi family project — Building 13 3172 - 3182 Morning Dew Lane Permit # 1710 — 0073 Revision to gypsum drywall installation November 26, 2018 RECEIVED NOV 2 7 2018 ST. Lucie County, Permitting CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD i %/V'A973 ST. LL'CIE COUNTY BUILDL�CE uv75!0Y REVIF.\\ ED FOR REVIEWED BY i DATE ER11Tf MUST BE KEPT ON JOB PLANS AND NO n;SPEC'floN \VILL BE ,yIpDE. Per ASTM C-840 , drywall shall be secured using #8 x 1 Y2" drywall screws. Spacing shall be 12" o/c for both ceilings & wallboard. If there are any questions regarding this revision please contact me as listed above THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REpUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO John M. Forster — AIA — LEED AP COMPLY WITH ALL APPLICABLR COD99. John M. Forster —Architect Member— American Institute of Architects - Leed AP 11205 Ridge Ave. Fort Pierce, FL, 34982 Florida reg No. 8511 St. Lucie County Planning & Development Sercvices 2300 Virginia Ave. FT. Pierce, Florida, 34982 Sedona multi family project — Building 13 3172 - 3182 Morning Dew Lane Permit # 1710 — 0073 Revision to gypsum drywall installation November 26, 2018 RECEIVED NOV 2 7 2018 ST. Lucie County, Permitting Per ASTM C-840, drywall shall be secured using #8 x I Y2" drywall screws. Spacing shall be 12" o/c for both ceilings & wallboard. If there are any questions regarding this revision please contact me as listed above John M. Forster —AIA — LEE AP F aM. FOST �9 �°� • AR0008511 , 'v Ir-1 [ b-bu' � OFFICE USE ONLY:: DATE FILED: REVISION FEE: LOCATION/SITE PERMIT# 71Q-00- RECEIPT#���wY PLANNING & DEVELOPMENT SERI BUILDING & CODE REGULATION DMS 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT it CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: So ADDRESS:' CITY: R,-• i p CC P_ PHONE (DAYTIME): 77- OWNER/BUILDER INFORMATION: NAME: CITY: IdIaJ PHONE(DA ARCIRTECT/ENGINEER INFORMATION: CITY: !tf I'i P rY PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 -)1, STATE: 6 ♦FyF � 1 i ST. LUCIE CO CERT. #: 'AX: ZIP: ZIP: 1�10-00-0 OFFICE USE ONLY: 1 C� DATE FILED: V /- REVISION FEE: Y 7(S- LOCATION/SITE PERMIT# -7/6-001?2 RECEIPT # �L PLANNING & DEVELOPMENT SERVICI BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT fr Z l #: IU_ 1:u: __1\ STATE of FL REG./CERT. #: cn BUSINESS NAME: S- - QUALIFIERS NAME: C ev _n, 1 _ �, ADDRESS:` c2i S P'ael a'o CITY: {45. p r STATE: PHONE (DAYTIME):7-7,i-s9o'�a. /I,-G OWNER/BUILDER INFORMATION: NAME: CITY: Tq1 PHONE(DA ARCIHTECT/ENGINEER INFORMATION: NAME: �jeC 1,(\ ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 1 t' ST. LUCIE CO CERT. #: FAX: ZIP: ATE: l=L, ZIP: -FAX: STATE: ZIP: FAX: Y 4 p •�•. 4� 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 RECENED Ft. Pierce, Florida 34982 AUG 19 2020 Sedona Multi -family project permitting Department All six unit, multi -family buildings St. Lucie county Revision to Sheet TH-1" Dimensions shown on Sheet FH-1 for location and clearances of lavatory and water closet have been revised. M. < M O ri Jvl. Foster -�1- {� ` M.� G) gR000 9I A, PART TWO: CHAPTER 7 one 30" X 40" clear floor space at each fixture and appliance (not required at sink if base cabinets are removable) OIC clear floor spaces adjoining accessible route into kitchen Overlapping Clear Floor Spaces and Accessible Route Provide Maneuvering Space user pulls parallel to 7.4 FAIR HOUSING ACT DESIGN MANUAL CLEAR FLOOR SPACE AT RANGESV COOKTOPS9 AND SINKS Unless knee space is provided, space to execute a parallel approach must be provided at ranges, cooktops, and sinks. The dear 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 the back, because it requires seated users to lean forward over their feet and knees to reach not only 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. 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 OFFICE USE ONLY: DATE FILED: fl I v PERMIT #77 REVISION FEE: RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 PI'mm I L E ALP a;L A 0 mQ ff APPLICATION FOR BUILDING PERMIT RWVISION PROJECT INFORMATION LOCATION/SITE ADDRESS:�e `o od % DETAILED DESCRIPTION OF PROJECT REVISIONS:. F CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ( I V )CL O 5, BUSINESS NAME: , n P VL QUALIFIERS NAME: ADDRESS: -1700 CITY: JE5,4 - -e, d _ STATE: PHONE (DAYTIME): 7'7,:2 - :�Z- I I [11M 1 31.7/ HI) I w7 pRyWI DTI) C73/II Y aN A R �\G 81 CITY: IR) P..St ft I PHONE (DAYTIME: a. STATE: ARCHITECT/ENGINEER INFORMATION: NAME: , ADDRESS: - CITY: SLCCC.• 9123109 Revised 06130117 -31 i7/o -oa LUCIE COUNTY BUILDI ru+rva ANU F'tRMIT MUST BE KEF SITE OR NO INSPECTION(S) WILL ST. LUCIE CO CERT. #: FOAM$ THESE PUNS AND ALL PROPOSED WORIC ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS TIIAT • MAY BE NECESSARY IN ORDER TO COIAPLY WITH ALL APPLICABLE CODES. MADE 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 October 8, 2018 Sedona Multi -family project - 3156-3166 Morningdew Lane Building 13, Permit # 17-10-0073 Revision to Florida Product Approval for fire rated entry doors : Gensteel Doors, Inc. "Genstorm , impact rated, insulated galvanized 18 gage galvanized steel frame & 20 gage galvanized steel door panel may be substituted for the Schlage "Steelcraft" units presently shown on the issued Permit plans. Door panel and frame shall be prepared to receive a UL Label automatic door closer. Per NOA 17-0803.01 this door & frame has a design pressure rating of + - 65 psf, exceeding the requirements of ASCE 7-10, Figure 30.5-1 component & cladding net design wind pressure of +44.0 psf, (-)47.9 psf. Additionally, the door panel shall bear a Warnock Hersey Mark of 90 minute fire rating. Pemko #2005AT ADA compliant threshold per the NOA shall be supplied as a pert of the door package. A UL Label automatic door closer shall be installed per manufacturer's requirements. If there are any questions regarding this reply to building department Comments, please contact me as listed above. OFF e VI. I UD LCI — ^14-1% AR0008511 ~ U MIALWDADE �� as AHA ff-DARE COUNTY f �:! n vS� PRODUCT CONTROL SECTION oei'�a? 11805 SW 26 Street, Room 208 DEPARTKENT OF REGULATORY AND ECONOMIC O CES�(RER) +++ Mani, Florida 33175-2474 BOARD AND CODE ADNII IISTRATION DMSIQN ._1 .4ti`L;,:T (786) 315-2590 F (786) 315-2599 VCIlJLCCl LOVra llle. M�_ 4950 Hickmore street eOaCViIIe St LaurentQuebec Canada H4TiK6 (� CO�nS OPc E:QCt This NOA is being issued under the applicable rule and to ulau ns ovemmg the use of construction materials. The documentation submitted has been reviewed and acc t y'llami-Dada 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 Veloci ane Zone.�b DESCRIPTION: Seri "GenStorm" Outswing Opaque Steel Doo APPROVAL DOCUMENT: Drawing No. ADl - n ed "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., hearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration dateebbv the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impac_ t Resistar Limitations: "y " °� 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 Aland 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. GensteeI Doors Inc. North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville SL Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, Canada K6117M4 Plattsburgb, NY I2901-1911 and series and the statement: "Miami -Dade County Product Control Approved". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis 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 ofNOA. 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 oftbe 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 thejob site at the request of the Building Official. This NOA revises NOA 915-0825.04 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 I. Canada, P.E. A MAMFDADECOUNTY THESE PLANS AND ALL PROPOSED WORK A No.17-0803.01 :ExphratlouD'ate., July 14,2020 ARE SUBJECT TO ANY CORRECTIONS Appecember 28,2017 REOAY BE NECESSARY IN BY FIELD ORDER TOTORS RT„" age 1 COMPLY WITH ALL APPLICABLE CO'DEo. Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous Mes 1 L E COPY A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file listed below) 2. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LW, sheet 1 through 8 of 8, dated 02/05/11 and last revised on AUG 21, 2015, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS (submitted under files #12.022334 /#10-1203.02/#05-0127.11) 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 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 09114109, 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.Y1). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-20I4(51h Edition), prepared by MCY Engineering, Inc, dated 08M /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 (V Edition), dated 08120/15, 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. lsk� \. UA� I,- 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 '9 Gensteel Doors Ine L E COPYV NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises & renews # 12-022335, expired on 07114/15. 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 10/22110, signed by Bruno Gervasi and Antonio Gervasi, respectively. 1. New Evidence submitted. A. DRAWINGS I . 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. F L 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. MATERIAi, CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5111 Edition)UseWy �ipingg A�anq—, ted 05/16/17, prepared by MCY Engineering, Inc., signed and 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 Isbiq L Caands, P.E. Product Control Examiner NOA No.17-0803.01 Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-2 I (FFIAME IMDTN) . 957e MAX (DOOR OPENING) A :S W NA r• �•�t oLT ! �a,.,. n`. jg. A�E�''',•,�, ,'pMCTNE\ \ � T xgx \\ � •C FMIN,Vlcxans epq ANGIDRR wro w000 aC6Fgaf/v W,"MAX 12' H\C'+F-TNA """TYPE p SILLCORNERS Mp%, (10c) v+LA+wUMrveF lato. Tromp mNc. a ANCHOR LAYOUT DOUBLE DOOR TYP. ELEVATION 6oRNdSAxClaR pan ///• . DESIGN LOADerne\ \FPReaEssmxNnBRrFDR1 lav BEO •65.PSF F LJ0 P G l 65.0 PSF -THIS PRODUCT HAS BEEN DESTGNEDAND TESTED TO WMPLY NSTH THE -1)LT151ATE DESIGN IDADOETANED FROMASCE 740. MULTPLY REOUIIB:MERTSOFTHEBTHEORIONFLORIOABUILOWOCODERDIT)INCWDSIG BYO.B,SXALL BE LESSTHPN Ofl EOVALTOMAX DESIGN LOAD HIGH VELOGtt HURWCNIEZONE DIYIM). INTMS OOCUMENf. -DOORS RATED FORIARDE W851LE IMPACTANODONOTREOUtltEB11111TER5. -Vm0DRIICKSBVOTNERS MUSTSEANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. -DOORS APPROVED FOR INSTALLATIONS WHERE WATER NALTRATION RESISTANCE IB NOT REOMREU.ISINGLE ROW SELF ADNESNE CLOSED CELL POAM WE TO -A LOAD DURATION FACTOR W ALLOWABLE STRESS 15 USED BEAPPDEO ENnpEPER11AElER OF FMMEL IN DESIGN OFANCRORS INTONOOO ONLY. -ANCHORS bHALLBEA5 LIS1E0. WN SPACEDASSHOONDETAILS. •DOOR PANEL' MIN. 20 GA(D.1139] STEEL NON. Fy-H MI MIN. ANCHORSFAEBEDMEWMMSEMATERIALSNALLSEBEYONOWALLDRMMG FVGMIWN. OR STUCCO. DOORFRAME MIN. 18 GA.(Y."51 STEEL MIN FY a YR KID W. Fw53KSIWN. -ANCHORING OR LOADING CONDITIONS NOTSHOY.I IN THESE DETAI S ARENOTPAFTOFTHISAPPRDVAL -DOOR PANEL STAINLESS OPT10N: 20 GA(BWD] STAINLESS STEEL D�RPANEL MEtiWG MIN. Fy v55 NbI,Fw5D K51 WN.OR BETTER -MATERW.S INCLUDING WT NOTMMTIED TO STEEIMETALSCREWS THAT COME MAy gVA1.IFY HAVMGTAIi.CERTIFlGiE•ASA VEWFlGTQY OF NTACTNiTHOTHERMMONn MEW?) 1HEAVAILABLE WN. YIELD STRENGTH. MQUIR REDUIR ENENTS OF TH E HIM ®DION FLORIDA BU ILGNO CODE PD121 SECTION AS RMASUIS NGC -APPLICABLE. .DDORFWESTNNIES.SOPTIONIBGA(OiNnUAMIESSSTEEL - MUSDOORFRAMEMEEDNGMMFyA8KSLR LOADS SBNBIWNOR BETTER IMPOSEDDOORDTRAFSFN THEMTOTTSUUIN.T IMPOSED BY OOOft SYSTEM ANDTRANSFER THEM TOlHEBUMING 6TRUCTVRE. LMYQUALIFY HANNG•WL-CERTIFItaTEA9AVFNFltaTbN OF THEAVAiLABLE MIN. YIELD STRENGTH. NOTES: EGRESS REQUIREMENTS TO BE RENEWED BY BUILDING OFFlCIAL (%) OPTION 'I THRU 10 FOR ACTIVE PANEL ONLY 91 Y1' MPX N �TVANELWWIN) O EP IS I nun po QV4 _✓4 ll. - 0 �1T'iSla��-L:�:•— a OPTIONAL EMBOSSED DOOR LEAF PATTERNS: y JOY i 5 20V F, PAGDVCFMF.'NSRD u W.;Iyktvkb Ibe F).A& =112=0 17-603-01 �M1le. TrifVOV.2dO lsl,. 1-U,• s RIB(taefC�Wtl. •YIPING WANG. P.E. RCROA REGISTRATION PE A559m . CAN. 2307 ADLO-01 3}IETST 1 OP S 9 0 TVPICALTHRESHOLD r"1 RIM FmlATERmvSTAVCE t ANCHOR Td JAMB BOTTOM CORNER: ANCHOR Q REMOVABLE MULLION BOTTOM: ANCHOR 0 s HEAD DETAIL A HEAETD DAIL A muaraToowwv TYPICAL ANCHORS Cm THRESHOLD: TYPE F.1 114" OR EHS" 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.2 114"TAPCON BY TTW Fv=90 KSI Fu-120 KSI DIRECTLY INTO fd=3000 PSI MIN. CONCRETE 1-lir MIN. EMBED 2-12" MIN. EDGE DISTANCE SEALANT: ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SIUCONEAT PERIMETER ALL SCREWS SEALED WITH GE SILICONE II TYPEF.33116"DIA.ULTRACONSBYELCO'F=IS5KSfFu=177KSI TYPEF.3318°DIA. SLEEVE ANCHOR BY MU -IT TYPE Eel 1W SMS OR#14 SMS WN. GRADE DIRECTLY INTO fd=3000 PSI MIN. CONCRETE DIRECTLY INTO fd=300D PSI MIN. CONCRETE CPS) OR STIST 1-12" MIN, EMBED, 2-12" O.C. 1-12" MIN. EMBED, 1.3W O.C. DIRECTLY INTO fd=3000 PSI MIN. 2-12" MIN. EDGE DISTANCE - 2-12" MIN. EDGE DISTANCE CONCRETE IAA MIN. EMBED, 212' O.C. 2-12' MIN. EDGE DISTANCE au NOV 15 2017 O PIPING WARS. BE: FLOR PF fS%9ItaTION A CAN: IM7 ISS}} L o�v ADIO-01 lI 3000 PSI GROUT FILLED WIREANCHOR (SEE ELEVATION FOR SPACING) SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) t— N 0 DOOR JAMB/HEADER TO BE 3000 PSI GROUT CRETE BLOCK 1 FILLED WHEN WIRE ANCHORS ARE USED VON DUPRIN LOCK OPTION 1 ACTIVE SURFACE- ( (SEESHEET6) n VERTICALRDO INACTIVE C% ANCHOR TYPE F7 • i t t i i i t {�' DIA ULTRACONS i1j it I (1-} EMBED)2-} E.D. 1/4=MAX. 3 ® III el SHIM SPAC 13 13 EXTERIOR 1 n j 1 IVES SURFACE- E12.14 x 7/8" SCREWS fI6x 1"TEK SCREWS @ BOLTS @12"O.0 (g 8112"O.0 1exl-p DOUBLE DOOR OPENING WIDTH=BG MAX. 18 GA STEEL (SEE SHEET 1) 4+LG ANGLE _.__ DOUBLE DOOR FRAME WIDTH =07/8"MAX. (SEE SHEET 1) I of II MIN.. � 11 t,7 - 8 EMA ANCHOR NACTIVE ACTIVE VON DUPRIN MORTISE /� LOCK'OPTION 3D, I / AT EA ANCHOR I i IVES SB 453 SURFACE (SEE SHEET 6) ACTIVE VON PANIC DEVISE e C I MOUNT FLUSH BOLT — OPTIONAL BOTTOM CORNER ANCHOR DETAIL wFi 1!4'MA)L O EXTERIOR SHIM SPAC 3 5 14 4 �pgy� wift uaA.sc+r, HINGE JAMB DETAIL MEETING STILE DETAIL .p* L A�tepli�tt N41 -0 OCLOCK OPTION # 2 SHOWND � C - Bf � TYPICAL ANCHORS THRU EMA (EXISTING MASONRY ANCHOR) 0 JAMB: 5116' DM, ULTRACONS BY'ELCa FV=155 KSI FU-177 KSI TYPED. SW DIA POWER BOLTSY'POWERS' TYPE&! DIRECTLY INTO 2BY WOOD BUCK DIRECTLY INTO fd=3000 PSI CONCRETE TYPE A.2 DIRECTLY INTO fd=3000 PSI CONCRETE 2.112"MIN. EMBED 1-IM MIN. EMBED _ 3" MIN. EDGE DISTANCE 2-7fY'MIN. EDGE DISTANCE TYPE E. S716'1)IA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS1OR, T/ST ale' DIA HLC SLEEVEANCHOR SY WILT) INTO METAL STRUCTURES (STEEL ORALUMINUM 1l8" MIN. THICK) TYPE 8.1 OIREMY INTO fd=3DW PSI CONCRETE, 3' MIN. EDGE DIST. Sir MIN. EDGE DISTANCE TYPE 13.2 DIRECTLY INTO 68'=2000 PSI CONCRETE BLOCK 3.11Y MIN. EDGE DIST. 1.1l4' MW. EMBED STEEL: Fy=.38 KSI MIN. ALUMINUM: 00346 MIN. 318' DIA SLEEVE ANCHOR BY WEJ-IP (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPECA DIRECTLY INTO f&-4000 PSI CONCRETE, 2a/B' MIN. EMBED TYPE G. WIRE ANCHOR(FY =SD KSI) AKiVL0N0 TYPE DIRECTLY INTOf -2000 PSI CONCRETE BLOCK IAA MR EMBED 0.173 DIA STEEL WIRE ANCHORS EMBED INTO 30DD PSI CONCRETE BLOCK 2-3W MIN. EDGE DISTANCE (HEADER/JAMS TO BE GROUTED WITH 3000 PSI CONCRETE) 22 PEMKO 376 ASTRAGAL W/ SPONGE NEOPRENE AD10-OS a=3 DPe SEE SHEET 3 FOR MIN. O TYPICAL ANCHOR WdEfRChr (SEE ELEVATION ,-(E)EMAANGHOR IVES S8453 SURFACE BOLT LOCK OPTION FOR SPACING { AT EA ANCHOR OR IVES FB45e FLUSH BOLT- (SEE SHEET 6) SEE SHEET 1) N W �' INACTIVE E@7 1..L ACTIVE p � , ' r Q Z p 2 I.:..,..:i 1 1 w c°1��i '. L=". i f 4 1 17 114" MAX. 16 O 13 �/ 3 2 J SHIM SPACE EXTERIOR W¢Q HINGE JAMB DETAIL ^ MEETING STILE DETAIL D O 1, LOCK OPTION #3. #9 OR#10 SHOWN �� 8 EMA ANCHOR SEE SHEET FOR L AT EA. ANCHOR TYPICAL ANCHOR ACTI (SEE ELEVATION FOR SPACINGSEE SHEET 1) TT11w 5 ?I� • In4 �iI � I r. 1/4"MAX. SHIM SPACE EXTERIOR HINGE JAMB DETAIL /'+ MEETING STILE DETAIL D RRIKE PLATE l� LOCK OPTION # 4 SHOWN VITH (2) #12 EMS 8 EMA ANCHOR SEE SHEET FOR AT EA ANCHOR (2)IVES SO 453 TYPICAL ANCHOR ACTIVE SURFACE MOUNT LOCK OPTION � �..I f INACTIVEFLUSH e&ST) (SEE SHEET 6)(SEE ELEVATION OT FOR SPACING E®EET I)n___ ._ ANCHOR TYPE F2 I 9 }"z2-'SLEEVEANC 1/4°MAX o EMSEDEDl-P �, j," SHIM SPACE 3 INTO CONCRETE � �] �+ HINGE JAMB DETAIL ; o HC822 MULLION REMOVABLE MULLION '" 22 PEMKO 375 ASTRAGAL Wl SPONGE NEOPRENE W/REINFORCEMENT EXTERIOR 4 OF 11 O YF o0 8 EMAANCHOR, @EMA ANCHOR agy. » AT EA.ANCHOR SEE SHEETS FOR AT EA. ANCHOR LOCK OPTION SEE SHEETS FOR o9�« TYPICAL ANCHOR 'my NON DUPRIN"9875 PANIC DEVICE (—SSEESHEET6) TYPICAL ANCHOR (SEE ELEVATION 'O m INACTIVE I SURFACE ACTIVE (SEE ELEVATION MIN' H o m FOR SPACING O I CVR� VERTICAL RO MBEOMEN I I -' -'—' FOR SPACING) SEESHEET I) I--- a 0 1 11d' MIN. I 5_ ! _ 5 w E BEDMEN + I i T q -- :¢ ¢ O 7 li 1 �.. .. - �M1. tq... II } 77; 0,0 w �m m — •- I I L. i¢ S f/; c i( ..I..., s ( iTy F — Z o o W Ge •c 114- MAX. SHIM SPACE Ig - 1�3 3 EXTERIOR I ('�\ Ile MAX. Nm E 1 `_y- SHIM SPACE = mn HINGE JAMB (� MEETING STILE DETAIL D \` STRIKE JAMB DETAIL C DETAIL �/ LOCK OPTION X 6 SHOWN G 8 EMA ANCHOR SEE SHEET 3FOR'�.tAANCHOft a'] w SEE SHEET 3 FOR AT EA. ANCHORVON TYPICAL ANCHOR AT EA. WIII o 0TYPICAL ANCHOR MIN. DUPRIN" 8876 PANIC DEVICE I (SEE ELEVATION ' MIN. Z u (SEE ELEVATION BEDMEN SURFACE LOCKOPTION IVES SB 453 SURFACE; FOR SPACING) MBEDME Dim o UiWFOR SPACING VER(SEESHEET6)-MOUNT FLUSH SOLT :SEE SHEET INACTIVE ©JICT1yyO-N m ad 0,0 o00Z. nO 4• ii Om0 SHIMSPAE4 3 EXTERIOR 4 IW MAX. �ffrax snm�@F d HINGE JAMB I SHIM SPACE [•, S �� C MEETING STILE DETAIL STRIKE JAMB DETAIL DETAIL LOCK OPTION #7SHOWN D E y o @EMA ANCHOR SEE SHEETS FOR @EMAANCHOR SEE SHEET FOR AT EA ANCHOR I TYPICAL ANCHOR AT EA ANCHOR S �on° TYPICAL ANCHOR MIN. 'VON DUPRIN" 8875 PANIC DEVICE LOCK OPTION (SEE ELEVATION MIN. w W (SEE ELEVATION MBEDMEN `INACTIVE CVR SEE SHEET B) ACTIVE I .FOR SPACING) MBEDMEII a,3^ FOR SPACING t ±'t-- -I CVR !-- I I y =,n SEE SHEET I) i II�� ( : zin i g III I z0000oi 1f4° MAX = 1!4'MAX. 3� EXTERIOR ; SHIM SP ,-,, u-12Li1) w r, SHIM SPACE HINGE JAMB r+ MEETING STILE DETAIL D•'� It• •' DETAIL V LOCKOPTION# 8 SHOWN STRIKE JAMB DETAIL C ��cr ,' neltiC;wntirn.-p.E:N ' �� C f}Crl�m�pp� [¢c99a99sTralm Ir[�gryli1 rcww*x-4114 CJFN P9'6h xue 1p" C. op 22 PEMK0375 ASTRAGAL W/SPONGE NEOPRENE \ OPTION.I LOCK OPTIONS LOCK OPTIONS FOR DOUBLE DOORS ACTIVE PANEL °8 ACTIVE LEAF: I CAN APPLY TO SINGLE DOORSg�� USING 81Xt9125mm(11 MACHINN WPM 9827EO SURFACE VERTICAL SCREWS ANDTWO#I4x25mm (11MACHQNESCREWSSEALEDWDH OPTION 5 _ -GE SILICONE IT NES' SM53 SURFACE MOUNT MANUALLY OPERATED FLUSH ACTIVE F' BOLT. TO BE FASTENED WITH 10x 1- "I'RECISIO HC2300 MORTISE PANIC EXIT. SURFACE MOUNT R) 1,2'TEKS SCREW. MANUALLY OPERATED FLUSH BOLTAT TOP AND BOTTOM. 1-1f4' M6 WITH (4)10 x 1-iN° PH SMS INACTIVE LEAF: INACTIVE LEAF. DOOR EDGE CON5TRUCTION VONGS(XN Smm(I'VEO URFACEESCRSL ANDTMf2295T211a: PRECISIOMHC2800 CONCEALED VERTCALROD.SURFACE (11 MACHINE SCREWS S)EACHWESCREWSANDTW0 t14x25mm MOUNT TWO POINT LOCKSYSTEMWrTH-PRECISIOW PANIC i 'G MACHINE SCREW65EALED WITH DEVICE LOCATED 40' FROM BOTTOM WITH 10-24 X1.1/4- GES' SB4S E IN OH M9 BOLT SURFACE 1 x ALLY14W OPERATED SURFACE DOUBLE DOOR �m BOLT TO37 FASTENEDWINASTRAGAL MS PEMKO 03/SCft OVERLAPPING ASTRAGAL OPTION 6 HINGES STEEL MORTISE HINGES PER LEAF. Qm 8 ACTIVE LEAP: LOCATED AT 9,- MAX. FROM TOP OF DOOR TO 'PRECISION' HC2800 CONCEALED VERTICAL ROD.SURFACE CENTER LINE OF I ST. HINGE. AND TO BE SPACED O OPTION 2 MOUNT TWO POINT LOCK SYSTEM WITH'PRECISIOM PANIC OUT NOT TO EXCEED 37-15/16" FROM CL TO CL OF ZqF \\' DEVICE WITH (4)IP24A 1-19'. LOCATED 39-12' FROM BOTTOM HINGE TO BE FASTENED BY 012-24 x e FLATHEAD Z b4 ACTIVE LEAF: INACTIVE LEAF: MACHINESCREWS. 2f e O RIlF 90]S MORTSE EXR Wi1HWC.321 &B'FH MB. TRECISIOM H=W SURFACE VERTICAL ROD. SURFACE MOUNT LOCATED 3"le FROM BOTTOM TW9 POINT LOCKSYSTEM Vu1TI1'PRECI9K)M PANICDEVICEWITH W W (4)W24x 1.1fr OH MS, LOCATED 39�12 FROM BOTTOM SINGLE DOOR mo -' _INACTIVE LEAF: (2)-SURFACE MOUNT METALLIC STRIKE RAMAT HEAD TO HINGES: STEEL MORTISE NINGE54PER LEAF. Z0 �1 BYES SMS3 SURFACE MOUNT MANUALLY OPERATED BE FASTENED WITH CIG if4 PH MS 00 sm SURFACE BOLT TORE FASTENED WITH (a)12x 1-ffP PH MS LOCATED AT 11d/4"MAX, FROM TOP OF DOOR ZM¢ o PEMKO 037SCR OVERLAPPING ASTRAGAL OPTION 7 CENTER LINE OF IST. HINGE. AND TO BE SPACED }y �! OUT NOT TO EXCEED 255'16"MAX FROM CL TO CL OF HINGE. TO BE FASTENED BY#12-24 x}' O m ACTIVE LEAF: FLATHEAD MA CHINE SCREWS. 'PRECISION° HC220D SURFACE VERTICALROD. OPTION 3 (4)1D24z 1-IM OR MS. LOCATED 3"3 FROM BOTTOM m k INACTIVE LEAF: 1, ACTIVE LEAF: 'MET SB453 SURFACE MOUNT MANUALLYOPERATED FLUSH ACTIVE LEAF; rin BOLT. TO BE FASTENED WITH(g12 x 1-IWPH MS a iP WDR .V4MSUURFACEOUWMTRTISELOCKWTT. 'DORM4'CLTOO6URFACEMOUNT-PHMIC HANOLEAT39IW M aapmp WINOLE.WITHSIIRFACEMOWuH(2j L 2xtFDSOIT. FROM BOTTOM SCREW. &38%3!8'PH MS MID RIt9X318'FH mY C omp LOCAlID3TFfi0M BOTTOM WRH R/BJ2x}'FH 613 TRTITHDWOSt SCREW. v O OPTION 8 In' FROM BOTTSL RFACEMOUNT MET ALL IC MS,)BOLTAT45 F p�% m �n INACTIVE LEAF: In' FROM BOTTOM 44TIH (2)1M'-20X 15R'FX MS: (2)91032%2 y 4r0 $u°a 3W PH MS AND(2XI0 X 3M PH MULTI THREAD SCREW. N 6T- SCRELONG IB GA STRIKE BO%TO BE FASTENED BY R)012-24 ACTIVE RIW ®� m SCREW9 ryVICEDN WITH CONCEALMS. LOCATED f1 WITH FROM INACTIVE LEAF 'NETS8453SURFACE NDBOTNIOUNTMANUALILY /420xI-FHMSTED RFACE DEVICE YJITH R)BJ2x3/8'FHMS. LOCJ1TEp 34U4-FROM ND 71-F O BOTTOM FLUSH MULTI HRENDY x oW BOLTATTOPAND BQROM WRH (/)i/0.20 x131B'FH M9 BOTTOM SCR T7'FROM BO770M W!(4)08X318'FH MULTI THREAD INACTIVE LEAF: ONE RUSH W `N SURFACE MOUNTMETAWCSIRINE PlA7EATFRMIE HFAO ONE FLUSH MOUNT METALLIC STRIKE PLATEAT 38112' 0 TO BE FASTENED WITH(2)t10x 1-1/4'FH SM9 'PRECISIOM MC2B00 CONCEALED VERTICAL ROD.BURFACE FROM BOTTOMW (2)010XI' PH SMSANDONE FLUSH N gn MOUNTTWOPOINi LCCKSYSMMVMHB'RECISIOMPAMC MOUNTMETALUCMIKEPIATEAT415IM ROMBOTTOM G y DEMCEVSTH(4)1624x1-1N'.LOCATE039-1TL-FROM z BOTTOM rnn N0 R)08 X3/B'FHMULTITHREAD SCREW. � DDN) N -' 010 od OPTION 9 IY OPTION 4 RIM EX TW HMDL(PwIg IgyNt(n�Tyid O O �- PREGSIOWHC210ORIMEMTPAMCMECWMSM.SURFACE ACTIVE LEAF: AOo-ACTIVE LEAF. gtcpK N I -O' LO/'�I �r MOUNT LOCATED01 e FROM BOTTOM WITH BY 10-20x \ 90RMA'Cl-M SURFACE MOUNT h4TAWC HANDLEAT3910FROM I-IM-OHMS BOTTOM WITH (2)B638X W PH MS AND 08 X W FN MULTI THREAD 0a, I'..0 z SCREW.'DORMA' OBB80 SURFACE MOUNT METALLIC DEAD BOLT AT451?FROM `06i'SS'! �d ` NOV 152917. 0 MUWON BOTTOMWITH R)1T4'-20 X I W FH MS: R)#I0 2 X2 W8• PH WAND D)98X INACTIVE LEAF: 3WFHMULTITHREADSCREW YIPING inNCi P.t; 'PREMSIOMHC2MMMEXITPAMODEVICESURFACE RO6DA REGLSTRAWN INACTIVE LEAF: PE 59 MOFMMS OCgTE041aMFROM BOTTOM WRH BY (4J 1/42o z ONE FLUSH MOUNT METALLIC STR E PLATEAT3912' FROM BOTTOM VL C-AN.%T96677 (2)0IOX1'FHSMSANDONE FLUSH MOUNTMETALLIC STRIKE RATEAT45 REINFORCED MULLION' 12' FROM BOTTOM WI (2)48 X SIV PH MULTI THREAD SCREW. 'IVES7 S8453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLTTO HC822 PRECISION HARDWARE REMOVABLE WITH (4)?Mxt y� MS ORt14 x1' SMS ATTOP, t X24] SLEEVEANCHOR BE FASTENED V+iTH (/)12 x 1-1i4' FH MS EMBEDDED Ij INTO CONCRETEATBOTTOM. �' L � a __ NWM OPDE COUNTY / ! q I ,:r ` SHISET 8 OF Sil o B 2• ' O�B" I JL' •�o� H N / HA1aW DUST BOX 18 GA DOOR FRAME JAMB AND HEAD Crom, I FA&XW MASONRY WIRE ANCHOR Fy.ww Sic. PS= o-o B XFAUNA PEINFOROEMEW FOR NB 3SURFAOE BOLT �sarsLmTHRGLox J HFinavogeuFGRCEMENr FOR rvEsupwRFu¢BaT SURFACE BOLT STRIKE (OPTION A) NFORCEMENT o -,., // ,aaA EMA p ARLIWR i 3 518" l •J 1 \/@7p FRI g1100M • W FUWa F— sB�sBMognsEsnmgs EMA STEEL ANCHOR STRIKE DUST BOX A + � MwK01 1 raiw � © (�Ile o Y 2 I 'etmw lo(Na1rt6ACE � 1 , I ,n MMORnsE 100K E0GE ,waw IL£LW t � R6lbwtCPE,.RNF ! RBIIFdi ! I, r HOLEOPILLED �I 14 f R F/1G �scmri �) IEaauBn / M'Ob➢PEOFOR IOWl�a 00.) PNRRa OR1M011a M) OgIRR! OR1]W Mt31500.EW MORTISE BOX Rimtop IIaG l GT REINFORCEMENT FRAME REINFORCEMENT SURFACE BOLT STRIKE MORTISE LOCK EDGE REINFORCEMENT REINFORCEMENT 4 1/2" .134' THICK STEEL HINGE i°..me°0R •" 23Nw . �\ Q" Ntp�O➢�LppIIC�ryf��Gii .9 � brMdtbaa� p � La�IAiM, 61e, L70 F FLOOR ANCHOR 12 GA. REINFORCEMENT PLATE 2• o NCe]3 PRECISION STEEL MULLION ® 1lyw VINYL CAP vpNO "G..P.E'� FLORIDARE06iPAYKN AD10-01 ff 7OFR BILL OF MATERIALS ITEM PART No. MATERIAL QTY, DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 - STEEL OR ST/ST AS READ. FRAME HEAD/JAMB (5-l' x 2') 18 GA. M048MIN.) Fu= 48KSI MIN, 2 PMK2051 ALUM. I THRESHOLD PEhKC WITH VINYL INSERT 3 STEEL OR ST/ST AS READ. DOOR PANEL 20 GA. (OA36MIN) Fu= 55 KSI MIN, 4 DR1010 STEEL AS READ. MORTISE BOX REINFORCEMENT GENSTEEL 5 P 387 - AS READ. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKO 6 STEEL AS READ. 2-W x 4' 12 GA. STEEL REINFORCEMENT GENSTEEL PRECISIONDWA 8 FA3010 STEEL AS READ. EMA ANCHOR GENSTEEL 9 SB453 AS REQD. SURFACE BOLT IVES SB453 10 FR1200 STEEL AS REQD. 1-k x 12. 16 GA, FRAME REINFORCEMENT GENSTEEL 11 FAI040 STEEL 2 FLOOR ANCHOR 18 GA. Q-P x 1-P x 4-' LG) GENSTEEL 12 HR2000 STEEL 4 PER LEAF HINGE. DUSTBOX GENSTEEL 13 HRIC30 STEEL (10 GA.) 4 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME OR DOOR GENSTEEL 14 DR1700 STEEL AS READ. MORTISE LOCK EDGE REINFORCEMENT WELDED GENSTEEL 15 FR1100 STEEL AS READ. ASA STRIKE BOX REINFORCEMENT GENSTEEL 16 179-454 STEEL 4 PER LEAF BURET MAGER #199-454-15 HINGE STANLEY 17 FA3030 STEEL AS READ. MASONRY WIRE ANCHOR 0.173 DIA. F =60 ksl l8 STEEL AS READ. 205A. DUSTHOX GENSTEEL 9 005AT ALUM. I THRESHOLD OPTION PEMKO ALUH I PER LEAF DOOR SWEEP UNIQUE 21IC80 STEEL 1 10GA. 2' FLAT ASTRAGAL W/ #12-14 x 7/8' SCREWS 2 12' O.C. GENSTEEL 225CR ALUM. 1 ASTRAGAL WITH SPONGE NEOPRENE W/ 46 xV TEK SCREWS 2 6' O.C. PEMKO 375CR 23177A VFRII00M ALUM. 1 THRESHOLD PEMKO 24- VINYL 1 VINYL CAP - 25 STEEL AS READ. STRIKE DUST BOX GENSTEEL 26700M STEEL AS READ. SURFACE BOLT STRIKE REINFORCEMENT GENSTEEL 27 6 DR1000 STEEL AS REDD. CLOSER BOX REINFORCEMENT GENSTEEL 283601 STEEL 2 DOOR END CHANNEL GENSTEEL 29 it STEEL AS RED]). 2' x 4 1/2' 10 GA REINFORCEMENT GENSTEEL 30 1STEEL AS REQD. 2' x 6 3/4' 10 GA. REINFORCEMENT GENSTEEL 31 HONEYCOMB - AS REQD. INSIDE OF DOOR PANEL I GENSTEEL Carl �� n - ,1 i CORNER FRAME CONSTF Ann & .6 IKAgnvw ' dq. l7noZA -.01 (. 1. L amw ww c.+.a AD� Io-Of .,.t•' mH aOPB EXISTING MASONRY ANCHOR (MA) INTO CONCRETE WALL OR CMU Jr MAX r SILL DETAIL TH-,. ,fir: :• OPENING APPaoX '0 4 Y ot .�'.' , ♦4 '. I. � MAX. ., • to f � i • 3.128" MIN. n %= 'i.1�5' M(W. EDGE Y :'+' 0 r. 4 EDGE DISTANCE ., 'L,•.:. :'y DISTANCE &125" MIN. 4 a '• lot3.125 MIN. EDGE '' �° p • �' : ••.' WOE DISTANCE 11r ,(J DISTANCE �/00.37e Ile MAX J MIN. 30DOP� CONCRETE BLOCK TYPICALJJ »00.375" WITH 2» MIN. EMBEDMENT EMBEDMBEDWITH 2 MIN.MENT POWERS POWER POWERS POWER BOLT. EPOWERS LOK BOLT AS. BOLT, POWERS PH BOLT As. HILM HLC-FPH SLEEVE ANCHM OR SLEEVE OR HORILM IN MASO SLEEVE SIMPSON STRONG ME SLEEVE ALL ANCHOR, IN MASONRYJCMU IN CONCRETE SILL LOCK-!N EMA U ANCHOR WELD -IN Pemko 2005AT Protecto LWM200TM Liquid Waterproofing Membrane REPARATION: %pair all structural deficiencies before applying LWM200. Protect areas or surfaces not to be coated, :h as doors, windows and floors, prior to applying LWM200 Liquid Waterproofing Membrane. Non ctural gaps and cracks up to 1/16" can be sealed with LWM200. Gaps and cracks 1/8" -1/4" must be ad with Protecto Sealant 25XL. Gaps larger than 3/8" must be repaired prior to applying LWM200 Liquid proofing Membrane. ..CATION: LWM200 Liquid Waterproofing Membrane may be applied with a brush or roller without dilution. Equipment cleans up with water. LWM200 Liquid Waterproofing Membrane maybe sprayed withoutchlution with an aidess sprayer. Call your Protecto Wrap Representative for additional information. — PROTECTO WRAP ACCESSORIES lt Protecto Sealant 25XL is a high perfar- mance, low modulus, one component, moisture curing polyurethane sealant is a durable weatherproof sealant that offers excellent performance for back bedding nail flanges for window and door - installation and sealing door thresholds. r�xA high tack, tenacious, durable, s[Gr3 self -adhered air/vapor barrier tape system used for sealing PVC and aluminum fin windows and doors; window and door openings; and as a full coverage air vapor barrier membrane. Protecto Wrap Stucco Tape is a superior self -adhering air and moisture barderfor vertical and horizontal EIFS/Stucco systems. Protecto Wrap Stucco Tape is a 30 mil SBS modified rubberized asphalt membrane with a polyester top surface. The ultimate protection from air i and moisture infiltration under 1 the threshold, Dual Guard has a unique patented flange which acts like a gasket, sealing off the sub - floor and preventing air and moisture infiltration. LWM2-200 (11-15) 10M