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Home My WebLink About21-3000City of Zephyrhilis 5335 EiII II ghth Street -• FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-003000-2021 Issue Date: 11/10/2021 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies, !111 11111111FIRII'l 11!111 N IIIII III III I III t Mr-Mr-Esm Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE 813-780-0020 9 ti Date Received If .A. S I I i_.I. Owner's Name City of hyrhills Permit Application Bu €d=rig Department IMSEERMIUMM Fax8 t:3 780-002 t 8 `f 3-713-7441 t I TH S I REST, ZEPHYRHiI L a. L 3 2 Owner's dress Owner Phone number Fee SimpleTitleholder Name Owner Phone Number Fee Simple Titleholder Address JOB CTRESS l j3T# af2i, El l4`llllm, F 3354 LT SUBDIVISION.._�.�_ PARCEL,,-0o 11 (OBTAINED FROM PROPERTY TAX NOTICEI WORK PROPOSED � NEW CONSTR --j ADDL ALT SIGN N DEMOLISH INSTALL REPAIR PROPOSED USE Sf R COMM OTHER p TYPE OF CONSTRUCTION BLOCK FRAFvtc STEEL. DESCRIPT ON OF WORK Elv1C3t� Al �JE} �El�L4 � 11 C)�i iI Ali � {l�G?�VV�, l l= FC?f� ICE BUILDING SIZE � SO FOOTAGEFOOTAGE= HEIGHT BLA LING 4,4 J VNi UATION OF TO`Ai CiC?NS T RLJt TiON PLUMBING FSECHA iCAL ALIP SERVICE PROGRESS FINERGY VALUATION OF MECHANIC CAL INSTAL LOTION = AAS ROOFING i____! SPECIAI-TY = OTHER FINISHED FLOOR ELEVATIONS E= FLOOD ZONE AREA =YES NO GUILDER COMPANY , LL SIGNATURE REGISTERED l 1 N ��Ell- E.Y P N Address 3 Q1 tV "aQThd AVM, HCi LY4" t3. FL, 3 3i2 License1 441 i ELECTRICIAN COMPANY � �m SIGNATURE REGISTERED Address Ucense m PLUMBER COMPANY -55 SIGNATURE RE E:n+:•.C3 7' N � sEE CURRER� Y f N.� Address _ License # �tEC€i ICAL COMPANY___.._� SIGNATUREREGISTERED ;Y;;,N; E ct7RRE 1` N p Address _. License OTHER COMPANY SIGNATURE R a<sTERED Address ...., .._.,..... _.,m t icense # .Y., .. .......,...�t F�RDBEl��&itiRtFttiF!lkttlEtFitRtt�E`t�F1B&�@F�FI�&&tttBFfB�tiR@iEE RESIDENTIAL Attach (2) Plot Rafts; (2) sets of Building Plans: (1) sat of Enertiv Forms, R-C -W Permit for new construction, Minimum tea, 00) working days after submittal date Required onsite, Construction Plans, Storn,we�ater Plaits w Sill Fence instri0ed. Sanitary Facilities & S du r star, Site Work Permit for suhdiuls;csts.targs clavxta COMMERCIAL Attach (2) oomph to sets of Building Plans cius a Life Strohy Pagan„ (t) set of Energy Forms. R-OW Permit for new roastruebon. t•9urrourn ten (10) working days afte:r submittal date. Reciui ed orrsrte. Construction Plans, Stormwatef Plans Nv SO Fence installed, Sanitary Facilities & t dumpster. Sne Work Perm-t for ail new protects_ All co rner ,iai requirements must met c,..orngl)ance SIGN PERMIT Attach (27 sets of Engineered Plans - ... *PROPERTY SURVEY rtmuand for air NEW consVictrom Directions: Fill out application completely_ Owner & Contractor sign Rook of apt»icaifon, notarized If over $2500, a Notice of Commencement is required. (AfC upgrades over $7 ) Agent (for the contrecton or Power of Adorney (for the avvner would be sorneone %vith notarized letter from owner author (zing same OVER THE COUNTER PERMITTING (copy of contrast required) Reroofsitshingles Sewws Service Upgrades AC Fences (Plot 'Su, effoota7e Driveways -helot over Counter if on publf c roadoet s..ee s RCW Pasco County Property Appraiser hups://mwarc6.pasnopa.00m/sketch,aspx?pid=272459&bid=272459 1M FS• 1) Need manufacturing installation specifications, 2) Must meet sections R308 and R612 of the 2017 F,B,C, 3) If windows are to be installed inside the historical district, they will need to be approved by the historical committee. 4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise 5) This is for replacement (glass for glass) only, If YOU wish to change from screen or vinyl windows to glass, then additional information is required, 6) All windows to wall connections shall be left visible for inspection, 7) All labeling and stickers shall remain on windows until final inspection, 8) No work shall start without perryflt first, Page I of 10 FHIA, LLC License No. CGC 061890 / Q844818 3801 SW 30th Ave, Hollywood, FL 33312 Broward: 954-792-4415 Miami Dade: 305-545-4469 Fax: 954-792-2170 Web: www.fhiaremodeling.com Email: info@fhiaremodeling.com Wilma Burgos 813-713-7441 Date: 06/08/2021 Efrein Cabrera wilmaburgosI954ftmail,corn Rep: Grant Johnson 581M Tenth St � z0:4 q -73 %oppname% 1 Zephyrhills FL 33542 This Contract is made and entered into this date of 06/08/2021 by and between FHlA LLC, a Delaware Limited Liability Company known as ("Contractor" or "FI-11A, LLC"), and Owner(s) named above of the property located at the address listed above known as ("Owner"). The Contractor agrees to perform the work described below at the property listed above: IF I I I IN I I;! I! III I I IN I I I I !!I I 1! 11111 1 1 1 1 IRIP1191911 111! 1!! 11111 11!1111 al I'mr-I!, ell mz�� M N No Interior or exterior painting. !Illllli 1 101 Imam 5 opriur utp, vul fit of -di Mid ly previous payment and this transaction shall be automabcally cancelled. Ip !I I !I ii Wilma Bergo s(Custourer' s Initials) Total C ontr act Price (including all discounts) $14,485 Warranty: Contractor will provide provide warranty information to Owner within 30 days after completion and final payment. Schedule: Contractor Shall Commence the work 7 days after execution of this Contract (The "Commencement Date) and shall endeavor to complete all work hereunder within 190 days after the commencement date. —Nikki PamelIDNo 11-26-21-0010-03500-0030 County of PASC* THE UNDERSIGNED hereby gives notice that improvement witt be made to certain real property, and to accordance with Chapter 713, Floods Statutes, the following information is provided in this Notice of Commencement: I Description of property: parcel identification No. 11-20-21.0010-03500-0030 Street Addrmt; 814 10TH STREET, ZEPHYRHILLS, FL 33542 2, General Description of improvement i "91IL0042,1181V Owner Information or Lessee Information if the Lessee contracted for the improvement: Interest in Property: OWNER Name of Fee Simple Titleholder _ ZEPHYRHILLS 64 ------- Address city 4- Contractor FHIA, (.LC Name _3801M 30TH AVF HOLLYWOOD Address city ContracWs Telephone No: 40.7-989-8701_ 5. Surety; ---------- Address� City Amount of Bond: Telephone No: 6. Lender, Lender's Telephone No.: FL State City - - I - state 7. Persons within the Stale of Florida designated by Me owner upon whom notices or other documents may be served as provided by Section 713."I)(a)(7), Florida Statutes: 1k Name CL Address City state Telephone Number of Designated Person: C a. In addition to himself, the owner designates of - to receive a copy of the nor' Not" as provicled in Section 713,13(1)(b), Florida Statutes. Telephone Number of Person or Entity Designated by Owner, V 9, Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and " payment to the 0 contractor, but will be one year from the date of recording unless a different date is specified): LL WARNING TO OWNER; ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMWNCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I SECTION 71313 FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPtRTY, A NOiid� OF COMIMEN06Ei MUST BE B41 RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,C )NSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CO?A�NT' Under penalty of perjury, I declare that I have read the foregrol otcs of c encement a e i therein am true to the best of my knowledge and belief, STATE OF FLORIDA COUNTY OF PASCO Signature of Owner or Lessoo, or Owrer's or Los uthortzed OfficerlDirortoriPadner/Managar OWNER L.I'Mmmirgs,ill The foregoing instrument was Kknowleaged before me tart_ tray of 20� by Notary Public State of Fleiida Francisco M Nrneida MY Commission GG 139459 Expires 08/29/2021 wpdata/txs/Wr,ecommememnt_,pcO530Q R I 2 45 ti 5 P rl""'Nk 0, 15 C 0 -C E_ 0 0 Tn < 0 0- co 1-1 CHANGE IN w '�' iA `• M 3 �NA��J' II III MM.' ! f • i 1 I BURROS 1 2071973 1 HOUSE I I I 1- � � 1/712021 Florida Building Code Online mnan BCIS Home 1 Log In I User Registration 1 Hot Topics : Submit Surcharge I Stats & Facts I Publications '� Contact Us 'I 8CIS Site Map ! Links Search Product Approval Or Ouie USER: Public User EM=-APPMY9-MLrLU > RW4krt �EA IIIIUU9,n�rCh > AppliKatilgg _Llst > Application Detail FL # FL4091-R9 Application Type Revision Code Version 2020 Application Status Approved Comments Comments Archived Product Manufacturer Custom Window Systems Inc, Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws,cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave, Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory �11Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date 07/21/2028 Validated By Steven M. Urich, PE I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/W DMA/CSA/ 10 1/1, S. 2/A44 0 PA TAS 202 Florida Licensed Professional Engineer or Architect fLAQ2�R�Eq-uLv-Ajk-0-NQIJj--m pagL —Equivalency-. pAf 0 https:llfloridabuilding.org/pr/pr_appjtl:aspx?param=wGEVXQwtDquz931%o2b4g5faHJ3x°/�2fpCz8EwosquaC�/�2feKn4%3d 1/3 117/2021 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Model, Number or Name IMHEHH•. . r� 08/08/2020 08/09/2020 08/19/2020 10/13/2020 Approved for use in HVHZ. No Approved for use outside HVHZ- Yes Impact Resistant: No Design Pressure: +50/-50 Other: SH-8100, Max. size 53,125" x 76". Glass complies with ASTM E1300, 4091.2 1 SH-8100 Description 8100 Vinyl Flange/Fin Frame Single Hung Installation Instructions FL4Q91 R9 11 CW5: �4. iff Verified By: Lucas A. Turner 58201 Created by Independent Third Party; Yes Evaluation Reports EUQaL_BR_AE EvalMgQ=5}•CuPd_f Created by Independent Third Party: Yes SH-8100 Vinyl Single Hung, Non -Impact. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4Q91 R9 II CW5:�J�D p�f 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. SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71", EL1Q21_R2_AE_EvalRgWA485D W see installation dwgs, for DP. Glass complies with ASTM E1300, Created by Independent Third Party: Yes 40913 SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non - Impact. Limits of Use installation Instructions Approved for use in HVHZ: No EL4091 R9 II gW5-4�42.pdf Approved for use outside HVHZ: Yes I Verified By: Lucas A, Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 3/4", E14Q21_R9_AEEygftp_Qd4_42Qi.p Af DP +67.5/-70 psf. Glass complies with ASTM E1300. Created by Independent Third Party: Yes 1 4091A 1 SH-8100 Continuous Head & Sill I SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact. I Limits of Use Installation Instructions Approved for use in HVHZ; No FL4091 R9 11 CW$z492_Qpff 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: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8" x 72", see EL4_Q21_B9_AE EvalRepgrtA92 &p& I chart on installation dwgs. for DP. Glass complies with ASTM Created by Independent Third Party: Yes E1300. 4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meeting Rail Limits of Use Installation Instructions Approved for use in HVHZ: No FL4021 Rg 11 CW5z233Lpdf Approved for use outside HVHZ: Yes Verified By: Lucas A, Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure-, +60/-60 Evaluation Reports Other: SH-8100, Max, size 52" x 96", Oriel. Glass complies EL40_1_&a_AE_FvalR Epelf with ASTM E1300, Created by Independent Third Party: Yes ED ED Contact Us :: 2601 Blair Sterne Rgayi, T it h Eh09LA52-4L7-LG4 The State of Florida is an AA/EEO employer. Qpytl ELv_p_cy §jALqMSnt 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 or by traditional mail. 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 if they have one. The emails provided may be used for official communication with the licensee. 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 bSrp . Product Approval Accepts: https:Hfioridabuilding.org/prlpr�_app_dtl.aspx?param=wGEVXQwtDquz931°/�2b4g5faHJ3x°/�2fpCz8EwosquaC%2feKn4�/a3d 2/3 117/2021 Credit Card --ll "Safell-l- loom https:llfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931°/�2b4g5faHJ3x°/n2fpCzBEwosquaC%2feKn4%3d 3/3 T T T URNER ENGINEERING & CONSULTING, INC. 2428 Old Natchez TraceTrail Camden, TN 38320 Ph. 941-380-1574 Evaluation Report 154G August 3, 2020 Product Description: Series 8 100 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit size, 54 3/8" x 77 1/4" flange size Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 7"' Edition (2020) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Tre Trl, Camden, TN 2) Approval drawing CWS-154G, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3809-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Perforined: AAMA/WDMA/CSA 101/1.S.2/A440-08 4) Supplemental Calculations to support CWS-154G, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-154G. Limitations of Use: This product: • May be used in the configurations and sizes and with daylight openings as indicated in CWS- 154G • Achieves design pressures as indicated in comparative analysis table in CWS- I 54G • Is non -impact and requires the use of shutters in windborne debris regions • May not be used in the High Velocity Hurricane Zone • Requires glass as shown in CWS-154G • Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS- I 54G Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner KINOW0100111IT9 15:09:32 -05'00' A. n No. 58201 W. 08/03/2020 flu= =OX Lucas A. Turner, P.E. 00 STATE OF P41* FL PE #58201 N I At- =4 MAX. OVERALL FLANGE HEIGHT I T_ B 63 36 1 VIE MAX. SASH HEIGHT 62 1/16' MAX UNIT HEIGHT 24" MAX SASH SINGLS SINGLE HUNG - NON -IMPACT E H NON -IMPACT GENERAL NOTES: 0909obw (SHOWN W/DIFFERENT OPTIONS) w PT I 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WNID0W SYSTEMS Ed :'� TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT 54 EDITION, 1900 SW 44TH AVE, MAX OVERALL M - FLANGE WIDTH 54 3/8' OCALA, FLORIDA 34474 MAX OVERALL 2. GLAZING OPTIONS: (SEE SHEET 2) www,CWS'Cc 531/8" FLANGE WIDTH MAX. AX. UNIT WIDTH 3. CONFIGURATIONS: "Olr. 4815/16' GLASS S DLO L. 53118* MAX. UNIT WIDTH 4. DESIGN PRESSURE RATING (SEE SHEET 2Y. 8100 PVC F -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND SINGLE HUNG ir GLASS OLD GLASS TABLEASTM E-1300-0401109, NON -IMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 0 335/16" 69 112" GLASS MAX ASTM E-1300-0401/09. < —Z 3: < Z 3� DLO OVERALL FLANGE B 1 0 I 5/16" GLASS 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED Z OLUC) Wwo 00 WDC <t--W HEIGHT I DLO IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR w ZOZ a. 68114" 1 DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD LL T( U) �E 0 0: �-w Z�-3:zy a MAX ANCHOR CALCULATIONS. Z Z 1: ;E < or w 0 0 I UNIT 6 1 HEIGHT 33 318" 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE 0 0 0 0 f- 0 (j< 0 0- 0) CL Z D x C 0 3/16" 6 MAX x 7/8' SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z < Z I— co C)OD —k0tozo L) D DLO ASH 6 HEIGHT Ll F',L,SS DLO 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT ._20 -Z <�owgmo_ Z'6 C USED AT FIXED MEETING RAIL AND JAMB. < �:02 A C 8. SERIES/MODEL DESIGNATION SH-8100. w 0� 0. 0 tL Cn LU fn Us 0') ui Z 0 � to — y L 0 w . 465116 46 5116* 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: Lu uj GLASS DLO GLASS DLO X = OPERABLE SASH, 0 = FIXED SASH 0. M EL EQUAL SPLIT 5 HI SASH ORIEL 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 54 318" MAX OVERALL 11. EXTERNAL WEEP SLOT 1/2"x 2-112"LOCATED 4" FROM BOTH ENDS. S - %ps FLANGE WIDTH 53 1/8" MAX. UNIT WIDTH IN 0) " 5 ul iit — 4815116' GLASS DLO 1-- 46 5116' GLASS DLO 60140 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS I OR CHARTS & GLAZING DETAIL_ 2 SECTION VIEWS & ALT. FRAME_ _3 EXTRUSIONS & B.OM 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS._... .........6 LucasTurner 7 2020.08.06 33 5116" GLASS 14:57:34 DLO 2011116 GLASS DLO 8105/2020 LUCAS A. TURNER, P,E. FL RE # 58201 2428 Old Natchez Trr Tri Camden, TN 38320 PH�941-380.1574 'ffET —DESCRPTION GENERAL NOTES AND ELEVATIONS TWN WaY HATE: BAT 04/29108 IG 0: REV CVVS-154 G ALE SHEET 1:33.33 1 OF Design Pressures (PSF) with Glass Types A, 8, C, or D Unit Sash Unit Widths {in.)aa,00-ml _ Heights (in.) Heights (in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMS 1900 OCASW LA, FLOR44TH AVE. IDA 34474 WWW.CWS,CC 35 1/2 17 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 39 1/2 19 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 41 1/2 20 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.1 8100 PVC SINGLE HUNG N0144MPACT 43 1/2 21 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.4 +50/-70,6 47 1/2 23 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-68,9 +50 / -662 51 1/2 25 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +501-72.7 +50/-65,2 +50/-62.6 53 1/2 26 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +5D/ -75 +50/-71 +50/-63.6 +50/-61 55 1/2 27 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-69,5 +50/-62.1 +50/-59.5 P Zw: 0 FL Z <Z3: o Dw wZ d C', � L- Z w ZE U) §i >_ 0 Iz @ zi-3:22z 59 1/2 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -66.8 +50/-59.5 +50/-57 63 1/2 31 +50/-75 +50/-719 +50/-72 +50/-71-6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-64.6 +50/-57.3 +50/-54,8 65 1/2 32 +50 / -712 +50/-69.1 +50/-68 +50/-67.4 +50/-67.3 +50/-67.3 +50/-67.3 +50/-67.3 +50/-63.6 +50/-56.4 +50/-53.9 Z 0 0 0 Z < g Pw Z72<=woo 0 �- 0 d < x �_ tz 0 0 F- Z CL f_ (n CL Z - 0 - Z D M 00z) Z0 Z 0 cn-- 1--,20 -Z :2�ouj Xo- , >-�iulzv� 0 0 E 67 1/2 33 +50 / -69.8 +50/-65.6 +50 / -64�4 '0/ -64,4 +50/-63.7 4'0 +50/-63.4 +50/-63.4 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55,5 +50/-53 71 1/2 35 +50/-64 _58 3 +50/-59.7 50/-58.3 +50/-57.3 -50 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-53.9 +50/-51.5 74 3/4 36 5/8 +50/-59.9 +50/-55,6 +50/-54.1 / 0 54 _5C +5D/-53 +50/-51.8 +50/-51.7 +50/-51.7 +50/-51.7 +50/.51.7 +50/-51.7 --+5U7-S0'4- 76 37 1/4 +50/-58,5 0/ 26 +50/-54.1 +50/-52.6 5 _5 +50/-51.5 .50 +50/-50.2 +50/_50 +50/-50 +50/-50 +50/_50 +50/-5L, +50/-S0 718" OVERALL -7/8' OVERALL - 718" OVERALL - 7/8" OVERALL UJ 0) 0 Lu 00 w u_ v) w 0 _I Q) �- Z 0. 0 !2 V) > -118" ANNEALED 3/16" ANNEALED - 1/8" TEMPERED - 3/16' TEMPERED 0 x 0 w CIL Mw 1: W3:wo 518" AIRSPACE 1/2" AIRSPACE 5/8" AIRSPACE - 112" AIRSPACE 118' ANNEALED -3/16" ANNEALED -1/8" TEMPERED --3116' TEMPERED -QUANEXDURASEALor, CARDINAL XL EDGE or, QUANEX DURASEAL or, OU A' CARDINAL XL EDGE or, _OUANEX OURASEAL or. CARDINAL XL EDGE or, DURASEAL or, CARDINAL XL EDGE or, CARD N ,NN� A. Ty%, KODISPACE 4SG TPS LG.SPACER KODISPACE 4SG TPS Ko, I.G.SPACER KODISPACE 4SG TPS I.G.SPACER KODISPACE 4SG TPS I.G.SPACER 46 SIKAFLEX552 OR L' PUR El PURFECTGLAZE'H' SIKAFLEX 552 OR PURFECT I 46 SIKAFLEX 552 OR F PURFECT GLAZE *H' 46 SIKAFLEX 552 OR� PURFECT GLAZE H' No 58201 IME A - �v_rnc,, W�IKA,F 112" GLASS SITE 1/2" GLASS BITE 48 WV2" GLASS BITE 1/2" GLASS SITE - 48 rul 8 8105/2020 ILUCAS A. TURNER, P.E. FL PE 9 68201 GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D Trc 2428 Old Natchez Camden, TN 36320TrI PH. 941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS ORAWN BY: DATE: SAT 04/29/08 DWG Ak REV, NOTE: SETTING BLOCKS PER FBC 2411.3.3.11 CWS-154 G IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE, SCALE: SHEET 1:1 20F6 SECTION M NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. SECTION C-C ALTERNATE FIN FRAME SECTION A -A NOTE', ITEMS NOT SHOWN FOR CLARITY: 20, 23,25-26,31,36,37,44,51-52,55,56,64,67-68 � srsT•Eras 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www'CWS= 8100 PVC SINGLE HUNG NON -IMPACT ?I < , -3; O'i -Z 'w- . w Z OZ mt:Kr- >- 0 M 3: M OO ZZ=WW2< 0 OE-Od<OO uow t-a. _ 0 m 0 z3o'—Z�_:)o Z Ozo�6�jDO— < F__"_200j'0 >1 HORMOZ Z t6 0 o 3:0 2 LL w fn w Ztow a. 0 to 0 uj �_ 0 c. x: >- R = Z . BE 3:w o EL 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 ET —DESCRIPTION SECTION VIEWS WN —ey _dA—Te BAT 04/29108 9 —A TREV:: ;WS-154 G LE' SHEET 1:2 30F6 91 x I" x 3 68 F f6" PVC FRAME PVC SASH PULL FINIFLANGE RAILISTILE H-6223 H-6231 3 11 j 4" PVC SCREEN SUPPORT S-6227 SIB* 1 REINF. SASH MTG PAIL H-2124 13116, 12 PVC SASH RAIUSTILE H-6225 T— L PVC SASH MTG RAIL H-6224 5 2 1 18" br MTG RAIL H-2121 FRAME CORNER CONSTRUCTION 4 CORNER WELD (ALL SIDES) 1:8 av FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 WINDOW SYSTEMS IS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 WWWZW&CC OEM -` < z 3r. < Z ' 0 owo ow Z W�o <rzoo w w ZOZ U. t-w. Z Z=Z<wwoo is Z-O-ZI-Dw Z 00:� --mu- < -ZUOZO 0 >- �--'20 -, of <30uj ID < M� 2 �- MID MU) F- 0 >.1.-0=) 3:0 2E w Roww'oLu(nw w 0-101- Z! D. D: 0 �� U) W: 0 MX,> = M w n W'D 7/8' No58201 Jul= PVC SCREEN PVC SASH -o' STATE CATCH lIOF TATE OF STOP S-6226 S-6025 718 8/0512020 REINF. C LlING16 LUCAS A. TURNER, P.E. 1 S-2129 BEAD FL PE ff 58201 S-6237 2428 Old Natchez Trc Td Camden. TN 38320 LINE ITEMS NOT USED: 6-7,11,21-23,29,31,41-43,47,,49-50,57- NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED, SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: DATE: PVC MTG RAIL BAT 04129/08 COVER S-6228 DWG #: REV.: CWS-1154 G SCALE: SHEET 1:8 4 OF 6 14- MAX. O.C. (TYP 6"' MAX. (TYP.) -- 6": MAX. (TYP.) T- 1 — �_ MAX. O.C. (TYP.) �I l- 4" (TYP) 4- (TYP)— lJ 0 4' MAX. 4" MAX. SEE NOTE 2 8. MA In THRU FRAME AN - MEETINGRAIL IP FIXED MEET CENTERLINE (TYP.) (T INSTALLATION ANCHORS TYP. INSTALLATION ANCHORSTYP. NOTES: 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 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 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. - 5. 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 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCRETEIGMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE- 1X BUCKS ARE OPTIONAL 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. 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 IN TABLEI,SHEET 6.. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9, SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAfAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(SOX WINDOWS), FMAIAAMAMJDMA 300(EXTERIOR DOORS) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 8100 PVC SINGLE BUNG NON -IMPACT d z �: <Z3� H OWOwfb dw.dp0 O zw ZOZ OW3:E 0 Ovid<=Ifw uj- ui W 0-U wto owcowii EY Z=LL wp�rw w f- 4. W S W 8105/2020 LUCAS A. TURNER, P.E. FL PE 9 58201 2428 Old Natchez Trc Td Camden, TN 38320 PH. 941-380-1574 • BAT 04/29/08 VG N: CVVS-154 G :ALE SHEET 125'' 5OF6 MIN. EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 MIN, EDGE DIST, 114" MAX SHIM — SEE TABLE I SUBSTRATE BY OTHERS SEE TABLE I M,IN. EMBEDMENT TABLE PERIMETER SEALANT SEE TABLE I BY INSTALLER I INSTALLATION ANCHOR — INSIDE AND OUT SEE TABLE I L SEALANT BEHIND FLANGE BY INSTALLER i 11/4' MAX SHIM INSTALLATION ANCHOR SEE TABLE I (]E-11CAL SEALANT BEHIND 114' SHIM 4' MAX"" L�j FLANGE BY INSTALLER' PERIMETER SEALANT MIN EM-� MIN. EMBEDMENT BY INSTALLER T PSEETABLEI INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 IM, EDGE MIN. EDGE DIST, SEE TABLE I A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS BSTRATE TYPE ANCHORTYPE MIN, EMBEDMENT MIN. EDGE NCRETE (2.0 KSI MIN.) 3(16" rrW TAPCON 1. 1.11e rLLOW ORGROUT F:ILLEDCMU (117 PCF MINJ 3116!'IIWTAPCON 2" ,NCRETE (2.85 KSJ MIN.) 3116' ELCO ULTRACON OUT -FILLED ZWO — 2-1/2' MIN. SOUTHERN PINE (G=055) 31W ITW TAPCON OR ELCO ULTRACON 1-318" 718' MIN. SOUTHERN PINE (G=0,55) #10 WOOD SCREW 11-3/8" 7/8, GAUGE (0,060-) MIN, STEEL STUD KS1 YIELD MIN) , ft1016HILT1KWIK-PLEXoRrrw" TEKS SELF -DRILLING SCREW FULLTHREAD THRU 0.060' 7/16" ALUM. (606345 MIN.) OR STEEL (33 KSI MIN,) #10 GRADE 5 SELF -TAPPING DRILLING SCREW FULL THREAD THRU 0, 125" 7/16" MIN, SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-1/2, 1/2. SEE TABLE I MIN. EDGE DIST, SUBSTRATE SEE TABLE I BY OTHERS 111_ 1900SW 44TH AVE, SEE TABLE I 1/4' MAX SHIM — OCALA, FLORIDA 34474 www.cws.cc WIN. EDGE DIST. SEE TABLEI T 8100 PVC SINGLE HUNG MIN. EMBMENT SEE TABLEEDI NON -IMPACT PERIMETER TER SEALANT Z Co 0 I- C) W 0 < woo �- IETER SEALANT BY INSTALLER Z uj � 0 W I ZoZ '3� ITALLER INSIDE AND OUT 0 R to 0 cG 3? 5 AM OUT INSTALLATION ANCHOR ?-, Pw Z�-ujo3::2! Z zm=-<Q�o NT BEHIND INSTALLER SEE TABLE 1 SEALANT BEHIND 0 0 t- 0 U. < = I,_ 0: 0 0 V) F- Z 0- f_ U) CL 0 Z-o-ZI. D �Sy FIN BY INSTALLER Z 0 , - U) 0 t)C6 Du— Z Z rC HORIZONTAL SECTION < p 2 OL o It TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION w M o Z�-!z Z , -S C6 >- 0 uj o U) 0 w U) w LL U, w R Z:F 0. 0 - U) I- M cl� lu 3: w e- It I- Li 8105/2020 LUCAS A. TURNER, P,E. PERIMETER SEALANT FL PE # 58201 2428 Old Natchez Trc Tfl BY INSTALLER INSIDE AND OUT Camden, TIN 38320 ro'\ HORIZONTAL SECTION PH. 941-380-1574 \,L// BOX FRAME INSTALLATION SHEET GESCRi—PTION., SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, "IT UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: �WNBY BATEE SAT 04/29/08 MIN. 114" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED dWG _# —RiN_ INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-11 54 G SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2'i 6 OF 6 11712021 Hai go" ""O'go" sou; a NO ROME-= "MIZZ, - =Mmm 1=1 BCIS Home Log In User Registration 1 Hof Topics Submit Surcharge Stats & Facts Publications I Contact Us I BCIS Site Map 1 Links j Search Product Approval USER: Public User Product mal--Mg-nij > Product or h > A > Application Detail sp— p FL # FL4092-R Application Type Revision Code Version 2020 (V Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws,cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jtathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory or Horizontal Slide Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2028 Validated By Steven M. Urich, PE I Validation Checklist - Hardcopy Received Certificate of Independence FL4092 R9 C-0-1-EyA-1RgpaftZ-2-3-Epd-f Referenced Standard and Year (of Standard) 51411119Ard Year AAMA/WDMA/CSA 101/1.S.2/A440 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect fLIQU _P9Equiv_A2QQ NI EqU:Jy�n y.�f r-1 --,. - - -- 1.1 - A -- I A 01'>A 41') RZIEN Sections from the Code Product Approval Method Method I Option D Date Submitted 08/08/2020 Date Validated 08/09/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products FL # Model, Number or Name Description 4092A HS-8200 8200 Vinyl Flange and Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No f1402Z_R%1L_CAa-14QErQ1f 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 F 4 2 R9 AE EvaiRepg 14OFpdf 5/8 x 62, 3 lite, Dip 30 PSR Glass complies with ASTM E1300. Created by independent Third Party: Yes 4092,2 HS-8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use In HVHZ: No 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 R9 AE EvaIRepp_q223F.pOf Orr 40 PSF, Glass conforms to ASTM E1300. Created by Independent Third Party: Yes 40923 HS-8200 HS-8200 PVC Horizontal Slider, OX or XO, Limits of Use Installation Instructions Approved for use in HVHZ: Yes &4Q22 Ra_a_gWS:AMP�P_df 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". See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party: Yes with ASTM E1300, Phone:_ 850.487-_14_24 The State of Florida is an WEED employer. -Qp_y Edya" ElgIgmenA :: &S91giblity Statement :; Ra[4jiA_5tajement _ 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 or by traditional mail. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The ernaft provided may be used for official communication with the licensee. 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 it you are a licensee under Chapter 455, F.S., please click bare_ Product Approval Accepts: MWORRM Credit Card Safe &ME= NER ENGINEERING & CONSULTING, INC;-m •, Trace Trail Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 340F August 04,2020 Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 54" x 62" unit size XO or OX, and 125 5/8" x 62" unit size XOX Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 7"' Edition (2020) Florida Building Code outside the High Velocity Hurricane Zone, The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Trc Trl, Camden, TN 2) Approval drawing CWS-340F, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3522-2 and -2A, NCTL-210-3525-1 and -2, and NCTL-210-3450- I, -IA, -2 and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/l.S.2/A440-05 4) Supplemental Calculations to support CWS-340F, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-340F. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 54" x 62" unit size, and X/O/X configuration in sizes up to 125 5/8" x 62" unit size, with max, glass daylight widths as shown in CWS-340F ® Achieves design pressures as indicated in comparative analysis tables in CWS-340F • Is non -impact and requires the use of shutters • May not be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS-340F • Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-340F Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner N S�_ 2020.08.06 15:07:32 0 -05'00' V'kill111111J., \\\, ;,,s A. 'rt% 08/04/2020 Lucas A. Turner, P.E. FL PE #58201 hm 718' 0' 118" At 518" At 1/8' At IN QUANEX DURASEA� CARDINAL XL EDGE . KODISPACE 4GS TPS I.G. SPACER GLASS TYPE A 7/8' OVERALL 3f16" ANNEALED 1/2' AIRSPACE — 7/8' OVERALL — 1/8. TEMPERED — 5/8" AIRSPACE 3116" ANNEALED 1/8" TEMPERED SIKAFLEX 552 OR SIKAFLFX 552 OR PURFECTGLAZE 'H 0 PURFECT GLAZE "H" MARIllil QUANEX DURASEAL or, \QUANEXDURASEALor. CARDINAL XL EDGE or, CARDINAL XL EDGE or, KODISPACE 4GS TPS KODISPACE 4GS TPS I.G.PACER I.G,SPACER 5W7� CTI GLASS TYPE B GLASS TYPE C 718" OVERALL 3116" TEMPERED 1/2" AIRSPACE 3116" TEMPERED SIKAFLEX 552 OR PURFECTGLAZE 'H" 1/2" GLASS BITE OUANEX OURASEAL or, CARDINAL XL EDGE or, KODISPACE 4GS TPS I.G.SPACER 1900 SW 44TH AVE. OCALA FLORIDA 34474 wwwlCwS.CC 8200 PVC HORZ. SLIDER NON -IMPACT I < z 3: <,3: I- l awo wwoOo LZU 0 Td2 MC —Fc 0 — r 0 ry 3: Fn Z rw Z �25E Z=�<PWOQ 0 Ok-Orj X�-Q� z < 2wz g_zo _W20o u_Z > < OWE=O— M t Z C6 u- ED lw: wo W2 ZEE 0 I 0 cc: 0 to Wow`) w Ix ' 8105/2020 LUCAS A. TURNER, P.E. FL PE 9 58201 2428 Old Natchez Tre Td Camden, TN 38320 PH. 941-380-1574 EST DESCRIPTION: GLAZING DETAILS AWN BYi DATE; AN 07/01/08 TG -4, REV,: CVVS-340 F ALE SHEET 1:1 20F8 wort] HEIGHT (IN) 17 718 15-5/8 +451-45 18 7/16 +451-45 21 5116 +45/-45 24 7/8 +45/-45 29 1/8 445/-45 30 718 +45145 31 5/16 745/45 34 1/16 +42.5 / -42.5 35 11116 +401-40 29 1/2 +45/-45 +45/-45 +45/-45 +45/45 +451-45 +40,11401 +39.11-39.1 +33.5/-33.5 +30.9/-30:9 31 1/2 +45/45 +451-45 +451-45 +45/45 +451-45 +40/-40 +39/-39 +33A / -33.1 +30.4 1 -30.4 35 1/2 +45/-45 +45/-45 +45145 +45/45 +45/-45 +40/40 +39/-39 +32.9/ -32.9 +301-30 39 1/2 +45/45 +45/45 +45/45 +451-45 +45/45 +401-40 +39/-39 +32.9 -32.9 +30/-30 41 1/2 +45/45 1 +45/45 +45/45 1 +45/45 +45/-45 +40/40 1 +39/-39 +319 -32.9 +301-30 43 1/2 +45/45 +451-45 +45/-45 +45/45 +451-45 +40140 +39/-39 +32.9 -32.9 +30/-30 47 1/2 +45/-45 +451-45 +45/45 +451-45 +45/-45 +401-40 +391-39 +32.9 -32.9 +30/-30 51 1/2 +45/45 +45/45 +45/45 +45145 +418 / -418 +40140 +391-39 +32.9 -32.9 +301-30 53 112 +451 -45 +45/45 +45/-45 +44.71-44,7 +4131-41,3 +40/40 +39/-39 +32.91-32.9 +30/-30 55 1/2 +451-45 +45/45 +45/45 +42.4/42A +391-39 +38/-38 +37.71-37.7 +32.91-32.9,-f3Tr--30- 62 +451-45 +44.9 / -44:9 +40A / -40A nA +30.61 J+321 / -32.1 L3 -8 �131-8 � XO OR OX DESIGN PRESSURES (GLASS TYPEA, B, C, OR D) ��NWIMTIWM. ®R UNIT HEIGHT 17.875 29.5 +45/-67.5 31,5 +45/-67.5 35.5 +451-67.5 39.5 +451-67.5 41.5 +45/-67.5 43.5 +45/-67.5 47,5 +451-61.9 51.5 +45/-54,6 54 +45/-50,8 29.5 +45/-67,5 +45/-67,5 +45/-67.5 +45/-67.5 +45/-67.5 +45 / -67.5 +45/-58,2 +45 / -49:5 +45/-45 31.5 +45/-67,5 +45/-67.5 +451-67.5 +45/-67.5 +45 / -67.5 +45 / -67Z +45/-58.2 +45/-49,5 +45/-45 35,5 +451-67.5 +45/-67.5 +45 / -6T5 +45/-67,5, +45/-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +45/-45 39.5 +45/-67,5 +45 / -67,5 +45 / -6T5 +45/-57.5 +451-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +45/-45 41.5 +45 / -67.5 +45 / -6T5 -+45/-67.5 +451-67.5 +451-67.5 +45/-67.5 +45/-58.2 445/-49.5 +451-45 415 +45/-67.5 +45/-67.5 +45 / -15TS +45 / -67.5 +45 / -67:5 +45 / -67.5 +45/-582 +45/-49.5 +45/-45 49 +45/-67.5 +45 / -67.5 +45 / 67.5 +45 / -6T5 445/-67.5 +45/-67.5 +451-582 +451-49.5 +45/-45 51.5 +45 / -6T5 +451-67,5 +451-67.5 +45/-67.5 +45 / -67.5 +45/-66.7 +45/-58.2 +451-49.5 +45/45 515 +45 / -6T5 , +451-6T5 +45/-67.5 +451-67.5 +451-65.91 +45 t -63,6 +45 / -582 +45 / -49,5 +45/-45 55.5 +45/-67.5 +451-67 5 +45/-67,5 1451-65A +45/-62.91 +45/-60.71 +451-56.9 +45 / -49.5 445/-145 59,5 +45 -675 +45/-67.5 +45/-65,6 +45 f -60,1 .45 62 +45 -67,5 +45/-67.5 +45 / -62:5 +451-57.21 -45_ NOTES: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE 2. ALL XOX UNITS MUST USE EITHER GLASS TYPE 8 OR TYPE D ONLY. 01 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CwS'CC Z > <'3� w 0 I awo wwoo Z W�o <�-Zw ZOZ Pw Z Z=2E<=WOO 0 oo-Zo-Poo. Z zoozo <> '�o HOWHO- c6 L Z LL w fn I a: Z I aw CL - 2 0 -2 U) 0 w 0 mmm CL 0. 0.w10 8/0512020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 COMPARATIVE ANALYSIS AAJ 07/01108 7G- M, REV.: - CVVS-340 F ALE', SHEET 1:1 3 OF 8 I SECTION VIEW B-8 SECTION C-C ALT, FINIFLANGE FRAME SECTION VIEW A -A 1900 SW 44TH AVE, OCALA, FLORIDA 34474 9 it 4 I . al 0 .1 Ire-91, 119 3; ?: < , 3: owo (<oLuo'cj Z w wi�2 WrKw W�i >- 23E Zo Pw Z0�-32;F 6X496,1<1iT22 0 0 w Z Q- f-- oz '�- 9 3 - -- < >- PZ'02'soiLoz <3:owpxo— Z ,6 0 co 0 uj M w LL (n I. w Z Y a1 CWL w ui 0 cc , 81G512020 LUCAS A. TURNER, P.E. Ft. PE ft 58201 2428 Old Natchez Trc TrI Camden, TN 38320 PH, 941-380-1574 OEM DRAWN IM DATE AN 07/01108 -dWG -9 RFV, ITEMS NOT SHOWN FOR CLARITY: CWS-340 F 20, 25,27, 34, 39,40,41,48, 51, 52 - GREET TC-LE' 1:2 4 OF 8 §Agffgmo� SECTION F-F ALT. FIN/FLANGE FRAME SECTION VIEW D-D ITEMS NOT SHOWN FOR CLARITY: 20, 25, 27, 34, 39, 40, 41, 48,51, 52 VYINDOW SYSTFMS L� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www:CWSOC 8200 PVC HORZ. SLIDER NON -IMPACT Z ;2t �;W6 -wod Z Wc Ill Zo�Z WtK- 0 Q w !�: >. 0 W!-> M u- I- :2 W Z = Z zxz<�7woo 0 01--Od<X'w 0 0 F- Z a- }- w E 0 Zo-< Ow O-5 0W 1--U�oOu- OWE Z'6 51w 0owCow _j �2 l- a- w m (n cc W� LUCAS A. TURNER, P.E. FL PE It 58201 2428 Old Natchez Trc TrI Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS xOx DRAW BY: GATE AAJ 07/01/08 mv—d-w— ifEq— -1 CWS-340 F 13 3 1/8" 2 314" PVC FRAME FLANGE H-6222 v 3 PVC FRAME FINtFLANGE H-6231 —23116 F� i--7 I Ste" ---(7 L f� —1/16, PVC SASH MTG RAIL H-6224 1 3fl6- ti 15/8. L PVC SASH RAJUSTILE H-6225 4— 1 151,T] ' 1518, r-7P 6- PVC SASH PULL RAIUSTILE H-6223 21 IS" MTG RAIL H-2121 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 "L� FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 71`16" 11116- 518- j_I I 18 14— 5/16- 5 4�; ROLLER TRACK PVC SCREEN CATCH PVC SCREEN SUPPORT REINF. SBR/SSR REINF. SASH MTG RAIL S-1776 S-6226 S-6227 S-2129 H-2124 PVC MTG RAIL COVER S-6228 PVC GLAZING BEAD S-6237 WlNDOw SYSTEMS tS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.Cws.CC 8105/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Tee Tri Camden, TN 38320 PH. 941-380-1574 BOM AND EXTRUSIONS AAJ 07/01108 DVVG A, CWS-340 IREV, F UNE ITEMS NOT 'ED: N SCALE: NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 0, 37, 44-45, 53 SHEET 1:2 6OF8 11E MAX. D.C. (TYP.) ---jjj @ SASH -- 6" MAX. (TYP.) 6" MAX. (TYP.)-: 16" MAX. O,C.-{ (TYP.)91 {i (TYMAX. O.C._ ANCHOR @ MIDSPAN (TYP.) 3" (TYP,) 11 3116- MAX. D.C. (TYP,) @ FOXED SEE NOTE 2 INSTALLATION 11 IF ANCHOR (TYP.) t) X ANCHOR LAYOUT - iFL_ANGE3 ""'3 4" MAX. (TYP,) 8" MAX, D.C. (TYP.) 4" MAX, (TYP.)--1 3 L I I T' I 8- MAX. O.C. �^+� (TYP) { ) X vV ANCHOR LAYOUT - (FIN) NOTE INSTALLATION ANCHOR (TYP.) IW MAX. O.C.— (TYP.) 0 ANCHOR LAYOUT - (FLANGE) 4- MAX, (TYP,) 8' MAX. O.C.(TYP,) 4" MAX. (TYP,) T INSTALLATION 8" MAX, QC. ANCHOR (TYP.) (TYP) 0 x M ANCHOR LAYOUT - (FEN) NOTES: 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 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8. 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. 5. 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. 5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEtCMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD SUCKS, IF USED, INTO SUBSTRATE -1X BUCKS ARE OPTIONAL. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8, 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 IN TABLEI, SHEET 8, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 100(FIN WINDOWS), FMAtAAMA 200(FFLANGE WINDOWS), FMAfWDMA 250(BOX WINDOWS), FMAIAAMAIWDMA300(EXTERIOR DOORS) 1900SW 44THAVE. OCALA, FLORIDA 34474 WWW.CWSCC 8200 PVC HORZ. SLIDER NUN -IMPACT Q Z 3: QzS' EwoW ;z c-�g`c z o Z= �4��QQ �n�Q�Fu�ia 4 z—Zzr �cn z 4re QQLy =ry- Q.Qe -Z�QQz�Z 'S{}F4� 2 z cc OL7 .. rF owt gw z IY O 1 0 I_ co W.i-�0, Qjx" a °' a ! i 8/0512020 LUCAS A. TURNER, P.E. FL PE.# 58201 2428 Old Natchez Tro Tri Camden, TN 38320 PH. 941-380-1574 AAJ VH07101/08 0 n: affv:: CWS-340 F �krE__, SHEET 1:40 7 OF 8 SUBSTRATE BY OTHEF SEETABLE I PERIMETER SEALANT - BY �NSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BYINSTALLER INSTALLATION ANCHOR SEE TABLE I SEALANT BEHIND - FLANGE BY INSTALLER PERIMETER SEALANT- BYINSTALLER. INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE I AL HEAD ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS WINDOW MIN EDGE DIST. SEE TABLE 1 1/4" MAX SHIM SEE TABLE I MIN. EDGE DIST. — SUBSTRATE SEE TABLE I BY OTHERS SYSTEMS 1900 SW 44TH AVE. ---------- T SEE TABLE I 1/4* MAX SHIM — OCALA, FLORIDA 34474 WWW.CWS'CC I EMS' MIN,EMBEDMENT MIN, EMBEDMENT EDGE DIST. MIN. N� TABLE A TABLE1 SEE TABLE I T L SEE AS I 1 8200 PVC L INSTALLATION ANCHOR SEE TABLE I $VIE HORZ. SLIDER 1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE 1 NON -IMPACT 0 n Z �: < PERIMETER SEALANT I' owo &0 Lu 0 ri W-0 < ow PERIMETER SEALANT BYINSTALLER w OZw � K I_ Z BYINSTALLER INSIDE AND OUT 0 Z In 0 Ix 3: F3 INSIDE AND OUT INSTALLATION ANCHOR LL �-Zw Z =2 Q xwc)o SEALANT BEHIND FLANGE SEE TABLE 1 0 0 1- O'j < aI_ a-, 0 0 0 D T- Co CL BY INSTALLER SEALANT BEHIND FIN BYINSTALLER o - Z Z Z -_ D 0 - Z 0 Q - < Z=) 0 8 HORIZONTAL SECTION HORIZONTAL SECTION P:z 2EC6u O,o Ox 8� TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE < o ui o 9 Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION >-5 2E 0 w (t) 0 LU CD III W 0 � Co �- (L :F a- w 0 In W'._ X IL 0 of — 1/4' MAX SHIM (L 0- 0- I MIN. EDGE DIST. SEE TABLE I ,__�VERTICAL E.�TIO_ TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" 17W TAPCON 1-1/2" 1-118. FLANGE Z CONCRETE (2.85 KSI MIN.) W16"ELCO ULTRACON 1. pp V FLANGE 3116- ELCQ UL186= FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON 718" OR ELCO ULTRACON FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10WOOD SCREW 1-318" 7/8" FLANGE 16 GAUGE (0.067) MIN. STEEL STUD 910-16 HILTI KWIK-FLEXOR rMrW FULLTHREAD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" 71fW FLANGE 1/8- ALUM, (6063J5 MIN,) OR Al 0 GRADES SELF -TAPPING I FULL THREAD 118' STEEL (33 KSI MIN) DRILLING SCREW THRU 0. 125" 1 7/16" IFIN 2X MIN, SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2' 7/16' 0 8105/2020 Iu — LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT BYINSTALLER 2428 Old Natchez TIC Tri INSIDE AND OUT Camden, TN 38320 rD'\ HORIZONTALS SECTION PH. 941-380-1574 BOX FRAME INSTALLATION SHEET DESCRIPTION: HEAD AND BILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, 'NAT97 UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: AAJ 07101/08 MIN. 114"FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DING #: REV. INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-340 F PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SHEET 1:2 8 OF 8