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Home My WebLink About22-4619' ME Issue Date: 08/18/2022 "'respect to Reinspection fees will complyFlorida 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 c 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, agencies i w federal agencies. t + ♦ /tip { " ! !` • ! • !; + glill ! +l accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE 4PEOFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT Ab'. CARD WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Data Received Phone Contact for permitting 1( 407 ) 989 — 8701 1 It I a f I f 1#411awswill a " 'I Owner's Name STANLEY JEAN COLEMAN Owner Phone Number 813-838-4032 Owner's Address 6137 19TH ST ZEPHYRHILLS, FL 33542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 1 6137 19TH ST ZEPHYRHILLS, FL 33542 LOT # [ 34 SUBDIVISION ZEPHYR BREEZE SUS PARCEL ID#[�02-26-21 �-0190-0�0000-0340�� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR F__1 ADD/ALT SIGN DEMOLISH El INSTALL E:] REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK SIZE BUILDING SIZE SO FOOTAGE = HEIGHT �YBUILDING $ 4,198 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING 1$ J =MECHANICAL E== VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY I FHIA, LLC. SIGNATURE 12Z 04e] REGISTERED LIKLN _J FEE _.U_RR_ENK/ N Address 3801 SW 30TFi AVE FIC7LLYVVOtii, FL 33312 License # ELECTRICIAN COMPANY E SIGNATURE REGISTERED �J N �FEEMIRREN�� Address E: License# PLUMBER COMPANY SIGNATURE E�= REGISTERED / N FEE CURREN Y/N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED L_y IN _J FEE CURREN Y/N Address License # OTHER COMPANY SIGNATURE REGISTERED FEE �DURRENY / N� Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for now construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster; Site Work Permit for subdivislonsfarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 durnester. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans, ****PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) - Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofis if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW sty -Isla fi City of Zephyrhills hermit Application Fax-81-rser-0021 Burning Department NOTICE OF DEED RESTRICTIONS. The undersigned understands that the permit may be ousted to "deed" restactions° which may be more restrictive than County rerfulatior=s. The undersigned assurnes responsibility for comipliance wah any applicable used rest icttons. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the cwmer has hired a contractor or contractors to unide take V k, they may be required to be licensed in accordance. with state and local regulations, if the contraceir is not licensed as required by law, both the owner and coca€ractor nett' be creed for a rn sderaaeaanor v€olation under state law. if the owner or intended contractor are uncertain as to who' licensing requirements may apply ear the intended work they are advised to t;Clntact the Pasco County Building Inspection i. salon—Licrawit'g section at 727..847... 8009, Furthermore,, tf the owner has hired a contractor or contractors, he is advised to have the contractorts) sign portions of the 'contractor Black' os this application for abich they will he responsible, If yen, as the inner sign as the contractor, that may be an indr;atron that lie is not properly licensers and is root entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACTIUTILI'nES IMPACT U C RECOVERY FEES: The undersigned understands that Transiar rtat an impact Fees and Recourse Recovery Fees may apply to the construction tat new buildings, bangs of use in existing buildings, or expansion of existing tacoldings, as specified in Pasco Courtly Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the trooe of pentritting It is further understood that Transportation Impact Feces and Resource Recovery Fees must be paid prior to reciarring a "certificate of roccuipancy' ry, dims power release. It the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance- Fu?thennore, if Pasco County WatooSewer Impact tees are due, they must be paid prior to peso t issuance in accordance with applicable Pasco County ordfnancris CON STRUCMON L rt LAW (Chapter 713, Florida Statutes, as amended) tf vatuat€ore cot work as $2,500.00 or more, I certify that), the applicant, have beefy province with a copy of the "Florida Construction Lien Lave —Homeowner's Protection garde"' prpt aced by the FWd<a Fir iparvnent of Agnculture and Consumer Affairs if the app4ioint is someone ether than the'cesner", i certify that I have obtained a copy of the above described docurnent and promisee in good forth to deliver it to the 'r wrier" prior to commencement C CT rSIOWNER*$ AFFIDAVIT i cattily that rail the in€vrrnation in this application is accurate and that all work wali be done in compliance Win all aptaii able have; regulating construction, zoning and tarot dervelopirrent. Appfrestion is hereby made to obtain a Ice. anY to do yolk and installation as #ndicated. I certify that no worker installation has commenced prior to issuance of a peirnlf and that all work a ll be performed to meet standards of all taws regulating construction, trruction, County add City codes, zoning € ulations, and land development ereguiations in the jurisdiction t also certify that f undotc€and that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to Identify wPaat actions I most table to be in cornionince.. Such aCji?i'fi".ies include but are not floated to - Department of Environmental Protection -Cypress Be heads, Wetland Areas and Environmentally Sensitive Lands, WaterNVasterriviter Treatment, - Southwest Florida Water Management District -Wells, Cypress Bayheads, Weiland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health unit -Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority-Rumarays, i understood' hat the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone 'V" unless expressly permitted, If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. if the fill material is to be used in Road Zone "A" in connection with a permitted building using stein wall construction, I cedify that fill will be used only to fill the area within the stern wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties, if use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the Conditions of the building permit issued under the attached permit application, for loots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. if t aria, the AGENT FOR 114E OWNER, I pror se in good larthto lnfertn the owner of the permitting conditions set forth inthis affidavit prior to cona¢nencir til construction. I understand that a separate permit they be required for electrical work, plumbing, srgns wells, beats, air condironing, gas, or other installations not specifically inducted in the applic abom A permit issued shall be Construed to be a license to proceed with the work and not as authority to violate, cancer, after, at set aside any provisions of the technical codes, nor shall lssuarica of as pennit prevent the Building Official from thereafter requiring a Correction of errons in plants, construction or violations of any codes, Every permit issued shall become Invalid unless the work authorized by such restart is corvine iced within six months of permit issuance, or if work anthonzed by the permit is su--penned t r abandoned for a period of six (v) months aa;ter the time the, work is commenced An extensksi may be requested, in writing, fror n the Building Official for a period not to exceed ninitty (c i) claps and wif) demonstrate justifiable cause for the extension, if work ceases fir ishoty t .r consecutive days, the job is considered abandoned. F L R A JURAT (F., 117 OWNSR OR AGSli o;nrnissaon ado. Notary Public t.— lea nie of —Notary tar , printed or stanipeci C` ,,R FRANCISCO M ALMEIDA = Ill` COM ISSION # HH 155124 EXPIRES. August 29, 2025 Bonded Thfu Notary Public Underwriters mom _�� as id�?ati€icatstarr. T •- ' Public _.. .. Commission No, 77 Marra of biif.tary� t}tdaf d, piloted or stam}aaci { � � *ten m`a� +4� II `• ', IM E INSTR#2022183504ORBK10675 PG1094 Page 1 of 1 08/18/2022 09:53 AM Ropt: 2493622 Rec: 1 O00 DS: O00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller K "61111141,409MA1,51AX* I IN W", I 1s 11411-1 , , 11111111 , - , Frill W-1.1 #11'4I[X11212EK4ja 1j, 1, 111 1 it, 1. Description of property (ftal dou*d0n:) ZEPHYR BREEZE SUB PB 14 PGS 141-142 LOT 34 a) Street Address: _1137 _19TH STZEPHYRHILLS. FL 33642 2. Genera.1 description of improvements "1 3 NO 3. Owner Information a) Nameandaddress: STANLEY JEAN COLEMAN - 613719TH ST ZEPHYRHILLS, FL 33542 b) Nam and address of fee simple titleholder (if other than owner) -- c) Interest in property - CA 4Contractor Infonnation a) Nam and address: FHIA, LLC - 3801 SW 30TH AVE HOLLYWC)OD, FL 33312 �) TetephoaeNo.: 407-fey 701 - -- Fax No. (Opt,) S. Surety Information a) Name and address: b) Amount of Bond: c) Telephone No: Fax No. 6Leader 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents my be served; a) Nam and address: � I,- b) TelephoneNo.-. I', 1A ------Fa-x-No.(Opt.) & In addition to himself, owner designates the followinj p4son to receive a copy of the Lienor's Notice as provided in Section Florida Statutes: a) Name and address: b) Telephone 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified).- fW54, PerSonaRy KWwn OR Produced Identification ry qianatil - Typeof Identificatioa Produced Nam (print) 1VOA"�-s "Ct ' Verification pursuant to Section 92.525, Florida Statutes, Under peaWfies ofperj , I declare that have read the foregoing and that the facts stated in it am true to the best of my knowledge and belief. 13 0 SWO Of FlOrlds,ty ` This is to certify that the trfr� i true and correct co fg fii serf PY Of the document O t PUblic record In this office s, My hand d Official se 1 thi day of Nikki Alvarez.Sowls E Pasco County, Fi a Clerk & Comptroller By Depuiy Clerk E/-353/4 x \/� a 65 L 5%! . . )\�< %. .. , .. C14 35 3/4 x 37 28 { am FL40911 » � q 560 > %R . . 35 3/4k )} 1/8� &» .\ EZaS44J . .. . \# . a . ...� . QV n 44< 4f .rw. %.d 1/15/2021 Florida Building Made Online k �c�,'e.axy�'t'eii-.x�� `z,' ,yt'�.�,y'S�=,.�T€.�`��y��y �1`•.v�.�li�4'txt�ti��aS2�T^'.��i°��`rk ti��r}`a t�,tac�1 �S'} { ��`.,�t {1 ��}s3si}h as`�t\' s it .,�.a SC%S Home Log in User Registration Not Topics Submit Surcharge I Slats & facts Publications j Contact Us SCiS Site Map [:inks j Search C 5 Product Approval r;. USER: Public User tt .-t�� sits a { r t A r v M" nu > r du 2 An ii ti ....q _h.> Agpti t , .. ist > Application Detail Application 'Type Revision Code version 2020 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@o cws,cc Authorized Signature Technical Representative Address/Phone/Email Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352) 3 8-6 22 Ext M jtathropcws.cc Quality Assurance Representative Jay Lathrop Address/PhonetEmall 1900 SW 44th Ave. Ocala, FL 34474 (352) 8-6922 Ext 291 jlathropcws.cc Category windows Subcategory casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report . Flardcopy 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/ 028 Validated By Steven M. Clrich, P Validations Checklist - Nardcopy Received Certificate of Independence F 7 . v IR , t1A0 f Referenced Standard and Year (of Standard) standAwy � AAMAjwDMA/C Aj101f .S.2%A440 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL4452 R7 Ecauivj.i 9 Y 1/15/2021 Florida Building Code Online # Product Approval Method Method 1 Option D Gate Submitted 08/08/20 0 Date Validated 08/09/2020 Date Pending FSC Approval 08/19/2020 Gate Approved 10/13/ 020 00 Vinyl Fig/Fin Frartio Casement $400 Vinyl F19/Fin Frame Casement Window indow Limits of Use Installation Instructions Approved for, Approved Impact Resistant., No,,Yes Design Pressure,. +651��65 Other: 8400 Vinyl Flg/Fin Frame Casement Window 0A65 psf. Glass complies with ASTM E1300.! X^.. 0Yes DOWN:` d t x Limits of Use Installation Instructions Approved# Approved for use outside HVHZ.- Yes Verlff�d By* Lucas A. Turner 58201 164A!��O==Pff Thipact Resistant. No Created by Independent Design Pressure- N/A Evaluation Reports Other: See Installation Drawings for Design Pressure, Non- impact, 'Max, size 36" x 7 ". glass complies with ASTM 13i3t}, Created by Independent Third Party: Yes QnLqQt_VIi :: 4 n I 9 9 Ehane: 850-A$7-i834 The State of Florida is an:AA(EEO employer. RF3itCi. t .� 7- f Eri{acv Statement :: : $yfund 91fta dint Under Florida taw, email addresses are public records. If you do: not want your e-mall address released In response to a public -records request, do not send ele ensee: However email addresses are public iecord3 If you do not wish to supply a personal address, please made available to the public, To determine if you are a licensee under Chapter 4SS, F.S., please click berg_. Product approval Accepts. 2 EP Credit Card safe =r 242 Cold Natchez Tree Trail URNERCamden, "TN 38320 ENGINEERING & Ph, 941-380-1574 TCONSULTING, INC. '1 PE C.O.A. #29779 Evaluation Report 160 August 03, 020 Product Description: Series 8400 PVC Casement Window, Non Impact, 36" x 7 " unit size 37 1/4" x 73 1/4" flange size, 1/8 or 3/16 Annealed or Tempered IG Glass 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 ofliAC Product Approval mule Chapter 61 G20m3.005 (4). This product complies with the requirements of the 7th 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-160F, signed and sealed by Lucas A. Turner, P.E. 3) Test Deports NCTL-210-3586®3, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. on 4/20/0 as ` Testing Performed: AAMA MA/CSA 10 i11.S.21A440-05 ) Supplemental Calculations to support CWS-160F, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-160P. Limitations of Use: This product: May be used in X configuration in sues up to 36"-x 72" unit sizes or 37 1/4" x 73 1/4" flange size, with max. glass daylight size of29 1/4" x 641/4" * Achieves design pressures as indicated in comparative analysis table in CWS-160F Is non -impact and requires the use of shutters May not be used in the high Velocity Hurricane Zone Requires 1/8 or 3/16 Annealed or Tempered 16 Glass (E1300 limitations prevent the use of 1/8 Annealed IG glass in some sizes as indicated in CWS-1601~) Requires t uanex (Mikron) white rigid PVC extrusions as shown in CWS-160P 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 donot 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. /03,2020 Lucas A. Turner, P.E. FL PE #58201 CASEMENT - NON -IMPACT ;. FLANGE WIDTH s MAX, SIT WIDTH 7_1 . sASH WIDTH N l 6 iJ A GLASS OLD LEFT HINGE SHOWN RIGHT HINGE QOPPOSITE TABLE OF CONTENTS GENERAL NOTES 8. ELEVATIONS . 9 GLAZING DETAILS & DP C T... ..2 SECTION VIEWS.. - ................3 '. SOM & EXTRUSIONS_ .,4 ANCHOR SCHEDULE & NOTES INSTALLATION DETAILS...,._„,;...,:..,,,A M 9ENgR&L NOTES, f3. �*SIGNED CONFIGURATIONS,".—� ALL WINOOWSOPEN TO OUTSIDE LEFT OR ASTM E-lal 04e0llos. S. ANCHORAGE, THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN T149 DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR DETAILS, WINDLOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR mc(kAtoii� 6. NOT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE 7ALL FRAMES AND VENTS FULLY WELDED, 9. THE DES) AND 0 STAND FOR THE FOLLOWING- LUCAS A. TURNER,; P.E. FL PE # 58201 2428Old Natchez TrcTrl Camden, TN 38320 PH. 941-380-1574 iEET:DESGREPTtO?+t. GENERAL DOTES AND ELEVATION mwN BY; l7ATE' ADE 07/2107 I.. RE-1 W -160 F ;ALE. I HEET 115 i 1 OF"6 DESIGN PRESSURES (PSF) FOR -)C'CQNFIGURATION UWlt Height (in MISS —7/8' OVERALL OVERALL —718' OVERALL 118' ANNEALED 3116" ANNEALED I---lWTEMPERED Sle" AIR SPACE 11Z AIR SPACE 5V AIRSPACE 118' ANNEALED — —3067ANNEALED —l/r TEMPERED QUANEX DURASFAL or, —QUANEXDURASEALor, CARDINAL XL EDGE CARD CARDINAL >1 EDGE or, KODISPACE 4SG TPS "DI KO SG TPS IG, SPACER E LG PURFECT GLZE"W PURFECT GLZE"W RFECT GLZE 'H' 3, SIKAFLEX 652 SIKAFLEX 552 552 LIZ GLASSSITE I/;GLASS SITE 117 GLASS SITE GLASS TYPE 8 GLASS TYPE C GLASS TYPE A NOTES: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE, 2. SHADED SIZES ARE NOT ALLOWED F•OR THAT GLASS TYPE, 0 L-- 1/2' GLASS StTE 8105/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 DO Natchez Tv; TrI Camden, TN 38320 PH. 941-380-1574 ADE 1 07/27107 -SETTING BLOCKS PER FBC 2411.1111 DWG#,, CWS-160 F SCALE: SHEET 1 1:1 2 017 6 66) :7- Iffin-plift ITEMS NOT SHOWN FOR CLARITY: 14,16-17,19-20,25,27,32. 34,37-38,42,44-45,50 8400 PVC CMEMENT NOWMPACT 8105/2020 LUCAS A. TURNER, P.E, FL PE 9 58201 2428 Old Natchez Trc Td Camden, TN 38320 PH. 941-380-1574 iEET OFSCRIPTiON, SECTION VIEWS aAWR BY: DATE: A 07/27107 NG #' RM� CWS-160 F 5RL�E' SHEET 1:2 30F6 5 H-6235 FR- CASE., Y11sFIN PVC 6 7 "234 H-6234 SASK CASE., TOP RAIL SASH, CASE., Bp . It PVC 8 H-6234 SASH, CASE., SIPE RAIL„ HINGE PV 9 10 1 11 H:6234 H-1592 H-1593 SASH, CASE., SIDE RAtt, LACK SCREEN RfitL, !DEISTM SCREEN RAIL, TOPtSIDE PVC ALUM ALUM 12 GLASS SEE SHEET 2 13 P-5615 SET, BLK., 85 DUR„ 118" X I- X2" LG. RUBBER 14 P-3029 SCREEN LIFT -OUT 16 P:3996 :SCREEN SPRINGAO HOLE TENSION 17 1 P-3197 isuREEN CORNER KEY NYLpiV i9 1 P-322i3 j,$UKthN �$FLINt, .4b5:# IA, 6LK. 20 1 ISPACER, SEE SHEET 3 21 P-3342 SEAM SEALER, -5504 SILICONE 22 P-3429 WSTP." ,270 X,187 BACK, ULTRA FIN, BLACK, SASH 23 PURFECTGLAZE ' ", SIKAFLEX552 24 P-3539 #8 X 314" QUAD PH TEK, ZINC, SCREW 25 P-3581 SCREEN CLOTH, 8 X FIBERGLASS 26 P-3587 98 X 1" PH FH TEK 2, SS, SCREW ;SS 27 P=3613 CWS LBL(LOGO 28 P 5 CS GOLD CRY LABEL, NFRC TAB 29 P7-5-WB CAP PLUG,;1f2" HOLE NYL 30 P-3881 JTEMF L L: Cf Pj 31 P-3940 SNUBBER, SS, PbC R7 W, fmn tTip RA.R €;3:Mr RoTo,FiR9hl�._ SS. 4 • 4 y NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 4 3 iAt4i>.. C GLAZING BEAD S-6237 PVC CS FRAME 251i8"� 5!8" 7f96" 1tIV, tf18' :29f4* COIL,.062X.656 COIL.05XA37 6 P-449 f P-4€I50 L 7 8 PVC CS SASH 23€ 9ftS^ 9tt5' i6 � 51 '5 Sf1B'. 11i8"' i S/16" it16' 3 SCREEN RAIL SIDEfBTM SCREEN RAIL TOPISIDE H-1592 H-1593 5.. iili8" Sfg SASH REINF, S-1505 4112" ills, 4FIN FRAME 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trf Camden, TN 38320 PH. 941-380.1574 HEET:DESCRIPTIDN, SOM AND EXTRUSIONS 'PAWN BY: DATE: ADE 07/27/07 DWG#: REV,; CWS-1 0 F ,CALE: SHEET 1:2 ( A nT A a In SEE NOTE 2 l t ANCHOR LAYOUT - €ELANGE} NOTES: 1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME ASHFAD. 2. SP M AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX, ALLOWABLE SHIM STACK TO BE 1I4". USE SHIMS WHERE -SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR SETTER, WOOD SHIMS ARE NOTALLOWD. 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. SETS ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET S. 6, ANCHOR 'EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WAIL DRESSING OR STUCCO. FOR C}NCRETEICMU OPENINGS, EMBEDMENT SHALL. BE BEYOND WOOD SUCKS, IF USED, INTO SUBSTRATE-1XSUCKS ARE 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, SUCKS AND SUCK FASTENERS SHALL 0E 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: 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DUNE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAA 100(FIN WINDOWS), PMAl '. A 200(FLANGE WINDOWS), FM : 260(SOX WINDOWS), FMAEAA D. 300(EXTERIOR DOORS). Bt45/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old NatchezTsc TrI Camden, TN 38320 PH. 941-380-1574 SHEET DESCR4PTION: ANCHOR SCHEDULE AND ADE I D7127 140 0, IREY.: CS-160 F �ALE. SHE 1:14.29 5 OF SUBSTRATE BY OTHERS SEE TABLE 4 #f PERIMETER SEALANT. -------- BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION SEE TABLE I SEALANT BEHIND FLANGE BY:INSTA€LER PERIMETER INSIDE AND UT SUBSTRATE BY £}TITER SEE TABLE I SEALANT UNDER SCRE HEAD BY INSTALLER MIN, EMBEDMENT SEE TABLE I SUBSTRATE )RAGE BY OTHERS 1w MAX SHIM SEE TABLE 4 MIM EDGE DIST. SUBSTRATE MIN, EDGE D€ST. £E TABLE i ( BY OTHERS. SEE TABLE 1 1/4" SHIM---+ id$ SEE T E 1 MIN, EDGE OIST, SEE TABLE 1 MIN;. EMBEDMENT SEE: TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 MIN. EMBEW SEE TABLE 4 . 4t4" ;.SHIM A VERTICAL SECTK G TYPICAL SILL AN4 'GABLE 1: Al 'LANGE 2X I ,SPRUCE-NNE-FIR(G=0.42) wiB" Hw twruvrt OR ELCO ULTRACON MANGE 2XMIN, SPRUCE -PINE -FIR (G--OA2) 910 WOOD SCREW 16 GAUGE (0,060");MIN, STEEL STUD # 0.4S HL11 KWIK-FLEXOR ITW rLANGE (33 KSt'YIELD MIN) TEKS SELF -DRILLING SCREW 116" ALUM. ( 3-T5 MIN.) OR 414 DE 5 SELF TAPPING It iA GE 1IT STEEL (33 KSI MIN,) DRILLING SCREW ;IN 2XMIN, SPRUCE -PINE -FIR (G=0,42) 1#8:WOOD SCREW t -� PERIMETERS _. Z. .._....... PERIMETER S BY INSTALLER ELBY ALLER INSIDE AND OUT T w L?. INSIDE AND OUT INSTALLATION ANC LL Z SEALANT BEHIND SEE TABLE 1 NGE BY INSTALLER SEALANTBEHIND FIN BY INSTALLERCTION (G ? HORIZONTAL SECTIONNGMORAGE ErE TYPICAL FIN ANCHORAGE tX , HEAD AND SILL SIMILAR: FOR FIN INSTALLATION --- " NOTE: ADDITIONAL THF UL PPAME ANCHORS (AS SH0AfN IN DET, 816) RECfD AT THE HINGE O SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. it o 8/05/2020 7ne LUCAS A. TURNER, P.E. EMBEDMENT MINE E DIST FL PE # 58201 1" 1-118,. PERIMETER 'S ' T 2428 Old Natchez Trc Tri * 2" BY INSTALLER Camden, TN 38320 INSIDE AND OUT PH 941360-1574 1" 1"> r p."\ HORIZONTALSECTIONSt;EET€7ESCRiPTtC1M BOY, FRAME INSTALLATION 43I6* 716" HEAD AND SILL SIMILAR FOR. BOX INSTALLATION INSTALLATfONL1Ei`A.ILS 13i$" 7/8, FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE: DRAWN BY: DATE: ULL THREAD UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 47I27107 [HRUO, 7146" IN, 114" FILLET OF CONSTRUCTION -GRADE ADHESWE CAULK IS APPLIED arrc : REV.: LILL THREAD pti6n INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, CWS-160 F €HRU D125" - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS E: SHEET 1-4(2" 7116' SHOWN FOR FLANGE WINDOWS 12 60176 Florida Building Code Online 9CIS Home I Log In I User Regfstration Not Topics ! Submit Surcharge 'I Stars & Facts Publications ( Contact Us ? aCIS Site Map Links { Search l�I oduct Approval Op, USER: Public User .. er. ng g c v I u > EC4�4�' AR t l.....r51? >.AR i a i II > Appiteation 97eItall FL FL4091-R9 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Cicala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.ec Technical Representative Jay Lathrop Address/Phone/Email 1900 Slit 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. "Scala, FL 34474 (352) 368-6922 Ext29I jlathropcws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect flame who developed the Lucas A. Turner Evaluation' Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Duality Assurance Contract Expiration Date 07/21/2028 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence F 4D ft3IyIReoL11 4 Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA/10I/1.S.2/A440 200 PA TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect L4Q9I R9 Eguly 8100 Non-Irn v n =pAf https:Ilfloridabuilding.org/pr/Rr_app_dti.aspx?param=wGEVXQwtDquz931°/o b4g sfaHJ3x°/a fpCz8 wosquaC°/*2fe n4%3d 1/3 1/7120 1 Florida Building Code {online Sections from the Code Product Approval Method Method '1 Option D Date Submitted 08/08/2020 Date Validated 08/09/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10113/2020 F'L Model, Number or Nance 4091.i SH-8100 DesignApproved for use in HVHZ, No Approved for use outside HVHZYes Impact Resistant. No Other. SH-8100, Max, size S1125" x 76", Glass complies with Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ-. Yes Impact Resistant, No Desion Pressure- N/A Limits of Use Approved for use in HVHZ,, No Approved for use outside HVHZ, Yes Impact Resistant: No Design Pressures N/A 3100 Vinyl Flange/Fin Frame Single Flung Installation Instructions F Verified By: Lucas A. Turner 58201 Creaked by Independent Third Party. Yes Evaluation Reports, Created by Independent Third Party Yes 5H«8100 Vinyl Single Hung, Non -Impact, Installation Instructions F f Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Crewed by Independent Third Party: Yes SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non - Impact, Installation Instructions FL4 1 Verified By. Lucas A, Turner $8 01 Created by Independent Third Party. Yes Limits of Use Installation Instructions Approved for use in HVHZ, No Wf Approved for use outside HVNZs Yea 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. hid. & Sill, Max, size 74 1/8" x 72", see ELAQ9j_jL%_AE_Ev_9iJ1&pqft4=PAF chart on installation dwgs, for OR Class complies with ASTM Created by Independent Third Party: Yes 4091.5 1 SH-8100 Oriel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ.- Yes Impact Resistant- No Design Pressure-, A othart i Installation Instructions L Verified By: Lucas A. Turner 5820 Created by Independent Third Marty; Yes Evaluation Reports FL4091 R9 AF Fvdit 22 PAf Created by Independent Third Party: Yes contactyt::ib01BIairStaneRaatl..TaElah s'::. n '. The State af Florida i9 an AA/EEO employer, r2ty ioht 2007+2013 State of Fiarida, rt tity alatement :. getund 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 or by traditional mail. if you have any questions, please contact 850,487A395, *Pursuant to Section 455.275(t}, 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 emetic 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 mane available to the public: To determine if you are a licensee under Chapter 455, F S'.; please click bw . Product Approval: Accepts: https.//floridabuilding.org/prlpr_app_dti.aspx?param=wG V QwtDqu 931°/o2b4g5faHJ x°/o2fpCz8 wosquaCa/� feKn4a/i 3d 1 1 /?l202"1 https:llfloridabuildim.org/prlpr�_app_dti.espx?param=wGEV QwtDqu 931°/o2b4g5faHJ3x°/e2fpCz8EwosquaC°/02f Kn4°/n3 1 - ol 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 1h 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-1541, 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 Performed: AAMA/WDMA/CSA 101/LS.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- 1540 * Is non -impact and requires the use of shutters in windborne debris regions * May not be used in the High Velocity Hurricane one * Requires glass as shown in CWS-154G * Requires Quanex, (Mikron) white rigid PVC extrusions as shown in CWS-154G 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 2020.08.0665 08/03/2020 15-09.32 t=z Lucas A. Turner, P.1, -05 1 00 FL PE #58201 SINGLE HUNG - NON -IMPACT (SHOWN wIDIFFERENT OPTIONS) 54 MAX OVERALL 54 3IS' FLANGE WIDTH MAX OVERALL , 531/5, FLANGE WIDTH MAK UNIT WIDTH 46 iSlIS' 53 118* MAKUNIT WIDTH GLASS DLO 48 151W GLASS OLD 33 5116" 69 0 GLASS AX DLO L. L GE B 1 0 HEIGHT !.-.Ix'G'T T— 1 C 303(161 x GLASS MAX x SASH HEIGHT iUrx I A� C L 46 $116' 46 StI61 GLASS OLD GLASS OLD EQUAL SPLIT 5 Hl SASH ORIEL 64 3/8' MAX OVERALL FLANGE WIDTH 53 1/r MAX, UNIT VVIDTH��, S.T MAX UMT HEIGHT 24' MAX SASH HSfG 46 5116- GLASS OLD 60/40 SPLIT ORI TABLE OF CONTENT$ RAL NOTES & ELEVATIONS.-.1 TARTS & GLAZING DETAIL,; ..... 2 ION VIEWS & ALT. FRAME. 3 USIONS & B.O.M-,.- -A IOR SCHEDULE & NOTES---.5 �LLATfON DETAILS—. ---k GENERAL NOTES, I - THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FSC), CURRENT tomfok 2. GLAZING OPTIONS. (SEE SHEET 2) 1 CONFIGU99PW Olrl PVC 4* ESION P lEGATIV SINGLE HUi AND T NOWMP9 _GLASS POSITIVE WATER INFILTRA ASTM E_j 5� ANCHORAGE� THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAU. WINDLOAD DURATION FACTOR Cd---l.6 WAS USED FOR ANCHORtALOULATJONS� 6NOT APPROVED FOR IMPACT RESISTANCF- IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION, 7 USE7ATWL RAIL AND JAM& IL SERIES t MODEL DESIGNATION $14-8100. 9� THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING� X -- OPERABLE SASH, 0 = FIXED SASH 10. SECTION ACALIOUTS APPLY TO ALL ELEVATION$ IN A SIMILAR LOCAT`IQN Lucas Turner 2020.08.06 N AU 1457:34 -05'00' 8105/2020 LUCAS A. TURNER, RE, 5L RE 0 58201 2428 Old Natobez Trc Tri Camden, TN 38320 PW941-380-1574 SHEET DES �RO�rJON GENERAL NOTES AN[ ELEVATIONS DRAWN BY,' BAT' D4/29/08 vw-D F REV, CWS-154 G scale`-- --gH—EET Design Pressures (PSF) with Glass Types A, 8, C, or D unit Unit Widths (In,) ii2;ghts(i-n) _Sash He€ghts(in,} 23 1t2 27 1/2 29 1/2 31 112 35 112 39 112 41 ld2 43 id2 47 id2 51 1/2 53 id8 s8t SY 35 1/2 17 +50/-75 +5t?t 75 +s0t 75 +Sttf 75 }SC}d 75 /-75 +50f-75 +50/-7s, +501-75 +501-75 +50/-7S 1900 SW 44THAVE_ OCALA, FLORIDA 34474 39 1/2 19 +sill-75 +strd'75 +50/ <75 +s t 75 +sC d'75 f5tl t ` 5 +sod ` s : +sDd-75 +st1t -7s +sttd -7s ¢acid-75 w.CWS.cc 41 1/2 731;, 43 1/2 121 +Sot -75 +54d 75 '' +50t-75 +s0d-75 +SOt eS +SO d -75 +50'/ -75 +s0 j -75 +50/ -75 +50/-73.4 '+Sad -70.6 81 PVC 47 1/2 23 +50/-75 1S2/45 +50/-75 +50/-75 +50/-75 /-7s +Sa'/-75 +50/-75 +sob- 5 +50/-68.9 +50t-56zSINGLE 51 112 25' +50/ -75 +50/-75 +50 / -75 +50 /'-75 +501-75 +50/ -75 +50/ -75 +50/ -75 +50/ -72.7 +50/ -65.2 +50t -62 5 53 1/2 26 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 /- 5 +50/-75 +50/-75 +50/--71 /-63.6 +50/-61 - 55 1/2 27 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 1-75 +S0f-75 +50/-75 +50/-69.5 +50t-52.1 +50/-59.5 Z ¢Zs 59 1/2 29 +50d-75 +stad`75 +50/-75 +50 '-75 +50/-75 +501-75 +50/-75 +501-75 +50/-66.8 +50/-59.5 +50/-57 Feu a' a€LUC, 0i 63 1/2 31 +sad-75 +50/-7Z9 +50d-72 +Sat-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-64.6 +5[/-57.3 w Z0Z X� � 65 1/2 32 +50/-73.2 +50/-69,1 +50/-68 +50/-67.4 +50/-67.3 +50/-673 +50/-67.3 +50/-67.3 +50/-63,6 +50/-56A U. €--W z��y 67 1/2 33 +50/-69.8 +50/-65.6 +50/-64.4 +50/-63.7 +50/-63.4 +50/-63.4 +50/-63A +50/-63.4 +50/-62,7 +5p/-55.5 z ZT-2aCmwoo 0 01--0,3d�r-�t3 112 35 +50/-64 +50/-59.7 +50/-58.3 +50/-57.3 +57/-56.5 +50/-56,5 +50/-56,5 5at-56.S +50/-55,5 +5C/-53.9 g-53.9 vvak a.Pmea,71 74 3/4 36 5/8 +50/-59.9 +50/-55.6 +50/-54.2 +50/-53 +50/-51.8 +50/-51.7 +50/-51.7 +50/-51,7 +501-51.7 +50/-51.7€ 0 Z Zi-�ua - 7E> 37 1d4 +501-58.S +sod-S4.1 +S0/-526 +50/-51.5 +50/-50.2 +50/-50 +50/-50 +5D/-50 +50/-50 +50/- z I9 C)r - z w � c� ?t8" OVERALL 71$" OVERALL 7f8° OVERALL: Tt8" OVERALL C p -j � --lie" ANNEALED 3/16' ANNEALED 'IW TEMPERED 3/16" TEMPERED � W �'" cc W 3: W -518" AIRSPACE IIT AIRSPACE 5/8' AIRSPACE lir AIRSPACE a. 1r8" ANNEALED 3116` ANNEALED 118" TEMPERED 316" TEMPERED idtlANEXDtYRAB or, XL EDGE ix: Q DU S or, CARDINAL XL EDGE or; OU XDU EALor. {j f XL EDGE or; QUANEXDU EALor, DfMALXLEDGE or, �okit4A4k�INJ!1/' 9 ,,,' /, I [ r i ( r CARDINAL KGDIBPACE 4SG TPS I,G. SPACER KOVI$PACE 4SG TPS LG. SPACER € iC4 PACE 43GTP8 I.G. SPACER ( KOMSPACE 4SG TPS L SPACER :* q,4 , SIKAFLEX 552 OR SIKAFLEX$52OR: SIKAFLEX$52:OR N6. 22fol 4 SIKAFLEX5S2DR. PURFECT GLAZE"W 4 PURFECTGLAZE:"H' 4 PURFECTGLAZE"W 4 PURFECTGLAZ£"H" j sue"" = s JJJ 11 fit. AM OF ' I---i12" GLASS SITE IR' GLASS SITE 9f2" GLASS BTf£ 912" GLASS BITE 8105F2020 FL PE GLASS TYPE A GLASS TYPE B GLASS TYPE G S TYPE C7 24Ca d n,TNNatchez 32 Trt i! T Gamdees. TF! 38320 PH. 941-380-1574 .:SHEET VESCR1PT ON" COMPARATIVE ANALYSIS AND GLAZING DETAILS DviAYYN BY: DATE:: BAT 04/29/08 DWG#: REY.:.. hIk7TE: SE1 Tt6aG BLOG#fS PER FBG 24t 1.3.3:t CWS-154 G IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. SCALE: SHEET 1.1 2 o - am SECTION A -A NOTE: ITEMSNOTSHOWN FOR CLARITY: 24, 23, 25.26, 39, 36, 37, 44, 54-52, 55.56, 6d, 67.68 99 SECTION VIEWS [7RAWN BY, DAT E: aaT 04t29108 CWS-154 G sense: SHEET 1:2' 30F6 dalanae fi59 Sash Cam, PVC W Take O0I Ciip _ 783 Lock ImpacLPVC 069 Keeper Impact PVC tTERIAL 3118, tiny[ 1 rstis¢ Aryl 23ttfi^— Vinyl 8 Jinyk Ills, S0 1 ALIJ-M FFffny 9516" tfls' f tffa' tislyl 3916' � iI_ lawn Vi,fjnyl PVC SASH PULL PVC SASH MTG Vinyl PVC FRAME RAIUSTILE H-6223 IL 41um FINtFLANGE H-6224 tlnyl N 6281 Vinyl Vinyl Anyt t 91ts" Aryl 31f8' tiny) 1 3116 Anylw t 5 2 � 9 Iastic3 21 18" SS 2 3(4°'4 aiiaC L PVC SASH MTG IL VSTILE H-2121 H-6225 i�vtd8" 's4294. g 9 1tt9' I 1 1115" Ills" Steel S�_ 0 Steel 1/4' S9 71-1-5-- 48 Its' tfls" Ttyton PVC SCREEN PVC SCREEN PVC SASH SUPPORT CATCH STOP ubkez S-6227 S-6228 - 025 i 9 ry F:. 6t46 93 7t 14 Rlc tPlS" EIRINNF, PVC G ING 17 Mum INF: SASH MTG S-2129 BEAD Iastium RAIL S-6237 H-2124 efglass Vinyl alum SS ill s, y Vinyl vinyl t3fts--#..--- PVC MTG RAIL COVER S 6228 NOTE. ALL EXTRUSIONS ARE ALUMINUM 6063-T5 UNLESS OTHERWISE NOTED, WINDOW SYSTEMS 1900 SW 44TH AVE, II OCALA, FLORIDA 34474 WWW.CWS.GC CORNER WELD $100 Pvc (ALL SIDES). � SINGLE FLING l:8 ggON gp0PggaT Z 4 -j Q Ltt zw z C1 -lt <mwoo C 0x-Od<xcyp C74-ClzCL1-0o- ca vs Z vl r FiXEO MEETING PAIL p z � Z SCREWED TOGETHER WITH z O E0 � Dy`'" O uz OUYERFRAME i=- =x. O u.Z f S cs to 5 x o to ulr-2 `SOM AND EXTRUSIONS DRAWNBY` ..DATE: BAT , 04/29/08 DWG#: REV- CWS-154 G SCALE: SHEET 1:8 4OF6 4- MAX. (TYP} i-� a- MAk O.C, (TYP.) 4- MAX, (TYP :) 7—� I I a, MAX O.C, (TYPJ THRUFRAMEANCHOR AT FIXED MEETING RAIL (TYpj I 0 ANCHOR LAYOUT - (FINI olwpvc SlNot4 Hut W!-g ab 'a. w 01111111111, ZZ A, T�j NOTES: Z"ilitim�\ . " 111111�10: 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 11167 IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED. 8/0512020 3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET S. 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 LUCAS A, TURNER, P.E. FL , RE A 58201 BE PROTECTED TO PREVENT REACTION. 2428 Did Natchez Trc Tri 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 Camden, TN 38320 PH, 941-380-1574 SPECIFIED IN TABLE 1. SHEET 6, SKEET DESCRIPInow 6, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - IX BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7. A MINIMUM CENTER TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: T FOR MASONRY, I'FOR WOOD AND METAL, OPAWN BY, DATE 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. SAT 04/29108 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, UFG —#-, IAs, —I.- 9, SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-154 G FMAIAAMA 100(FIN WINDOWS),..FMAAAMA 200(FLANGS WINDOWS), FMAIWOMA 250(BOX WINDOWS), FMAfAAMA/WDMA 300(EXTERIOR DOORS) '-7� SHEET 1:25 5OF6 SUBSTRATE BY OTHER SEE TABLE 1 RAIN, EDGE DIST, SEE TABLE 1 t MII'L EDMEN SEE TABLE I ---1(4" SHIM SEALANT BEHIND 114" MAX. SHIM FLANGE BY INSTALLER = PERIMETER SEALANT PA70" I BY INSTALLER . EMBE INSIDE AND EE TABLE SUBSTRATE BY OTHERS. SEE:7ABLE1: MIN.EDGE SEE A VERTICAL SECTION 6 CAI.. SILL ANCHORAGE TABLE 1t PRCiYE[i ;4ft TE:TYPE -.A I##'SRRETE (�:0 KSI hRlh€:j;3f98" ITOW dR GRdUi=FILED 1 " ITVRETE {2.85 KSI MINT)3t16" EEUT-F1LLE#3N. S€3Ui'iERN PINE 4O*=£1.554 ��S I'iU MIN. EDGE DIST. SUBSTRATE ,, SEE TABLE 9 BY OTHERS � SEE TABLE I AVE. S OCALA, FLORIDA 34474 Sf4" MAX SHIM :: -- WYi+wZW$.CC Wo PVC. SINIOLE ILL«£ MIN. EMBEDMENT SEE TABLE € N-IMP ° {"j [ I: i PEPJMETER:SEALANT El Q U4 0. C HORIZ.ONTALSECTION B TYPICAL FIN ANCHORAGE . HEAD AND SILL SIMILAR FOR FIN INSTALLATION 5,yizo-iw�'7 I DIST. EI �"�F VIA* 810512020 TION FASTENERS TYPE MI& EMBEDMENT MIN. EDGE DIST. LUCAS A. TURNER,: I.E. racsrrJld... 9" 1-tJ8"....f/// FL PEf582{i4. i PERIMETER SWEALANT 2428 Old Natchez Trc: Trl 2" BYINSTALLER Camden, TN 38320 INSIDE AND OUT PH. 941-380n157$ D HORIZONTAL SECTION 2-1/2" $ BOX FRAME U45TALLATION SHEET DESCRfPTIOM }N - SINLAR FOR SILLAND JAMBS FOR BOX INSTALLATION 4Ci?N 1.318" 719 INSTALLATION DETAIL; EW 1-318" 7I6": FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, K-FLEXOR FULL THREAD UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ORAWN Bv: DATE: ZING SCREW THRU 0.460" 71i6" BAT , 04129108 - MIN. 114" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED uwcn. v.: :LF FAPPIPIG 7 FULL THREAD 7116" INSIDE AND OUT, FULL PERIMETER BY INSTALLER. OiiS f 54 Cx TEIRLI t1.925° - ODUCT C GE IS IN ACCORDANCE WITH REQUIREMENTS AS EW I-112" UZI SHOWN FOR FLANGEWINDOWS.. Sca : Si1EET 1:2 6 OF 6