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F�trr City Ze h Cam,` tY of p Y rhills PERMIT NUMBER_~ " 5335 Eighth Street Zephyrhills, FL 33542 BAR-000544-2020 -, Phone: (813)780-0020 Fax: 813 780-0021 Issue Date: 08/26l2020 Sk„ Permit Type: Add/After (Residential) Property Number Street Address 35 25 210050 00000 0480 7221 Landover Dr Owner Information Permit Information Contractor Information Name: SANDRA BOSTON Permit Type:Add/Alter(Residential) Contractor: FHIA L Class of Work:Add/Alter Residential Address: 7221 Landover Dr Building Valuation:$4,750.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)892-4297 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$4,750.00 Total Fees:$95.63 Y,d, Amount Paid:$95.63 / �✓ Date Paid:8126/2020 11:31:33AM Project Description REPLACE 4 WINDOWS S/S Application Fees , Building Plan Review Fee $31.88 Building Permit Fee $63.75 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. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." 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 PE 71IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 613-7a0.0020 City of Zephyrhills Permit Application Fax•813.780-0021 Building Department Data Received Phone Contact for Pormittin �a Owners Namo Sandra Boston Owner Phone Number 813-8924297 Owner's Address 1 7221 Landover or.Ze'phythills,FL.33540 owner Phone Number Foe Simple Titleholder Name t Owner Phone Number Foe Simple Titleholder Address JOBADDRESs 7221 Landover Cr.Zephyrhills,FL 33640 LOT# 48 SUBDIVISION ALPHA VILLAGE ESTATES I PARCELto# 35"25'2f-0050-00000.0480 (OWNNED FROM PROPERTY TAX Nomeat WORK PROPOSED e NEWCONSTR ADD/ALT r] SIGN M [� DEMOLISH INSTALL tyg REPAIR PROPOSED USE GQ SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK f efimOve and replace 4 non-impact windows,size for Size BUILD:Nra SIZE SO FOOTAGE HEIGHT I ®BUILDING $4750.00 VALUATION OF TOTAL CONSTRUCTION QELECTRICAL IS » AMP SERVICE © PROGRESS ENERGY [ R.E.C. ]PLUMBING $ � � 4 t{` ]MECHANICAL S VALUATION OF MECHANICAL INSTALLATION V" [ GAS [7 ROOFING E] SPECIALTY= OTHER .U FINISHED FLOOR ELEVAIIONS ��`� FLOOD ZONE AREA AYES NO /J BUILDER COMPANY i -1(-- �c SIGNATURE REGISTERED IrYJN I FEECUMM, YIN Address ZKJ 1�a1 t� License# G G1C,30,x ELECTRICIAN COMPANY SIGNATURE REGISTERED =Y t N FEECUR"RkN Y NN Address License$ i 11 PLUMBER COMPANY SIGNATURE REGISTERED I YIN I reECURM YIN Address I License# MECHANICAL COMPANY SIGNATURE [ RE04MO RED YIN FEECURRARN N LYJ— Address tJcense#(— OTHER ^� COMPANY SIGNATURE REGISTERED I YIN FEecuRRB �Y N Address Licenser ilIIIIfI { IIIIIIIIIIIIIII11 / 111IIIIIIIIIIIIIIIIIIIIIIIIIIIl1t1111A1 RESIDENTIAL Attach(2)Plot Plans;(a)sets of Building Plans;(1)set of Energy Forms;R•O--W Permit for new construction. 01mum ten(10)xw*Ir l days alter submittal date. Required onsite,Construction Plans.Starmwater Plans Vd Sift Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivislonsnarge 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(on(10)working days after submittal date. Required onsite.Construction Plans,StormHater Plans w/Slit Fence Installed, Sanitary Facilitias&I dumpster.Site week Permit for aT new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans, —PROPERTY SURVEY required for all NEW construction. 64.4 Directions; Fill out application completely. Owner&Contractor sign back of application,notarized if over$2800,a Notice of Commencoment is requlrad. (AIC upgrades over$7500) •• Agent(for the corlractot)or Power of Attornoy(for the owner)would be someone with notarized letterfrom owner arthodzing same OVER THE COUNTER PERMITTING (copy of contract required) Retools if shingles Sewers Service Upgrades AtC Fences(Plal/Survey/Faotago) Orlveways•Not over Counter If on public roadways..noods ROW M412020 Pasco County Property Appraiser Generalized Building Schematic 22 12 FSAOI 12 10 12 32 12 26 BAS01 2626 FGROI 26 16 16 12 4 FOP01 4 https://search.pasoopa,comfoketch.aspx?ptd=259458&bid=259458 4/9 INSTR#202O12S792 OR BK 10153 PG 1376 Page 1 of 1 08/07/2020 10:48 AM Rcpt:2190811 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alyare&5pwl sa.. P co County Clerk&Co stroller Perms No p,,,O tD No 35-25-21-OOSO-00000-0460 NOTICE OF COMMENCEMENT State of Flakier C. ,tY f Pasty THE UNDERSIGNED hereby Ewes ncfoe mct Impmvemmtvdf be made tocedaltr reel PmPerty,and In accordance vi19h Chapter713.Florida Statutes, the foRoaAnp InrorrpBlfmr is proHdod Ir1 this Netlne a Canmtencwnerrb t. Dsso"on of PmW.Parcel lderNffiraltan No.3&25.21-O -O0000.0480 streaAddmw, 7221 Landover Dr.Zephyrhills,FL 33540 2. earls t OesariJ>f1ce of kwovement Remove and reptnoe 4 noMmpacl windows,We for aim 3. Owner INommlion or teases Information td the lessee eontrectad dotilte ImpouarweC Sandra Boston 1r 7221 Landover 2ophyAulle FL Addmaa Coy state Interest is pMpMy: OWNER Name of Fes ShnIft TUeho(don (if dffef0t12 from Oyster Uded above) Address City $"late 4. CordwAr. NtA.up 3a44 sw42nana st Fort teuderdate FL 40) ConftoWs ToWiteire No.: -889 8701 City State 8. Surey ?, Name Address CRY State Arnorod aT Bond:S Telephone No.: s. terrtler. Name Address Coy SIffie Leaders Telephone No: 7. Persons vAadn the State of FMIda doslpnated by Ure owner upon Whom nodes or oUs�doamrerds may be owed as Provided by Sedian 713.13(1Re3(7),Florida Statuteat F,-Jl Name --� Ada Cty State Telephone Nambor of Destnated Person B. in addlion to hbn oV.Ifto omw4salgnatan of to receta a copy of ace Uer 9 Notice an provided In Sedton 713.13(1)(b),Florida Statutes, Telephone Number of Parson or ENtly Da krAded by Ovmar. 9. Ehettallcn date of Notice or Commencement(the expiration date may net be b*M Ste 0MVIetion of construction and final payment to the oontrseoor,but will b mho year nom the date of Mori g unless a dflfetont date is speef o* WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMNCEMENT ARE CONSIDERED WIPROPER PAYMENTS UNDER CHAPTtRt713. PART1 BECT=713.13. FLORIDA STAYUTES. AND GW RESULT 1N YOUR PAYING TWICE FOR IMPROVEMENTS T�Og�YOUR PROPERTY. A NOTICE OF.COMAI WXMFM MUST BE WYYODUR�DDERR OR AN AAT'F ON�hYB�OREE COMMENCING y INSPECTION. RK OR RE ICO YOU N i INTENDNOOTIOBTAIN E OF COMMBNCEMENTNT. Under penalty ofeaodury b.l dedare(h ve et I ha read vie forepIng no of eommencemud arM the Stated therein are true to the beat STATE OF FLORIDA om7 COUNTY OF PASCO of(Tyner or Lessee a tX ooetwrt+ en . The forapolrrp trhatr(enent was rjdu(owteeged before ins"this �' day of ,29b by $A-ORA Vc&T-o.a- F 'as C':)' = '' two o1 audtaity,ay.,censor,berates,aeemey in taco rot \� :, (resets ny Fafvd n l ell ermoutedj Personalty 1,010 h❑O@ Produced fdendUeaBon®�Vb' NoterY Si9rta►ure i �. Type olldtNNlfctllon'Prodttoed_ $35��80'68�55$-p...Naime(Pfin!) .vG:Stm ACeesir10 • r :! Notary Public State of Florida Francesco M Almeida My Commission GG 139459 xPdattuacaMotteeoonuneneemen<p�048 ��ii d' State of Florida,County Of Pasco. This is to certify that the foregoing is a F� ,•�� ;�.�,;,,;�k.��;.�,, � true and correct copy of the document yor on file or of public record in this office. 41 , yr'ah Wi s my hand nd official seal this 1 day of f 2 �§ ` Nikki Alvarez wl�� sq.,Clerk&Comptroller , o �61 t � ��� Pasc o n ,FI' ON B�/ , Deputy Clerk FHA -'DIAGRAM,SHEET �. L-�,cnc-'scaspmc3 c� aaa MEASURING TECH' MEASURE"DATE FRANCISCO 8/l/2020 CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL It OF FLOORS BOSTON 1108801 HOUSE F/-55) 5 3/4 x 24 3/4 FL4093.5 135 7/8 x 49 3/8 2 (+/-50) FL4091.1 �1 5H ?w (3-6D 2 8n- TH K tt GR LAGS 6 E D r L X � X 35 7/8 x 49 3/8 72 7/8 x 49 3/8 (+/-50)FL4091.1 1(+/-30) FL4092.1 4j 7/21/2020 Florida Building Code Online •YI - aJ,.r lro :t•'• , r"aa<`x;f n `"-' ).i nr BCIS Home Log in ( User Registration �Hot Topics' Submit Surcharge ( Stats&Facts I Publications Contact Us ' BCIS Site Map Links j Search F olida Product Approval, �j;q ° USER:Public User Sf�::ri.:p,�aYf Product Approval Menu,>'Product or Application Search>epplication List>Application'Detali ^:f� FL# 'FL4091-98 Application Type Revision Code Version 2017 Application Status Approved Comments -Archived-- Product Manufacturer Custom Wihdow'Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws:cc Authorized Signature ,Kevin Pine ALL WORK SHALL COMPLY WITH PREVAILING kpine@cws.cd CODES FLORIDA 13UILDING CODE Technical NATIONAL ELECTRIC COD Address/Phone/Emailtive 1900 SW 44th Ave ORDINANCES OF ZEPHYRHILLS 'Ocala,EL-34474 (352)368=6922 Ext291 jlathrop@cws.cc• Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900,SW 44th Ave Ocala, FL 34474 �EVIEvV (352)evende22 Ext 221 P ZEP TE ylG Q 0 arrionteverde@cws.cc C'^►�QF HY+-�•, Category LA EXIMINE� Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or License_d Florida Professional'Engineer 4 ' 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 07/21/2030 Validated By Steven M.Urich,'PE K.-I Validation Checklist-Hardcopy'Received Certificate of Independence FL4091 R8 COI EvalReport154F.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 .PA TAS 202 1994 Equivalence of Product Standards Certified By https://flbridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquzg3l*/`2b4g5faHJ3x%2fpCz8Ew7OMgLld628M`/pad 1/3 7/21/2020 Florida Building Code Onlirre Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-154F.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +50/-50 Evaluation Reports Other:SH-8100,Max.size 53.125"x 76". Glass complies with FL4091 R8 AE EvalReport154F.pdf ASTM E1300-04. Created by Independent Third Party:Yes 4091.2 SH-8100 SH-8100 Vinyl Single Hung, Non-Impact. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4091 R8 II CWS-485C.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:SH-8100 Vinyl Single Hung,OX,Max.size 52"x 71", FL4091 R8 AE Eva[Repo rt485C.pdf see installation dwgs.for DP.Glass complies with ASTM E1300- Created by Independent Third Party:Yes 04. 4091.3 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 FL4091 R8 II CWS-442C.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:SH-8100 Cont. Hd.&Sill,Max,size 72 7/8"x 61 3/4", FL4091 R8 AE EvalReport442C.pdf DP+67.5/-70 psf.Glass complies with ASTM E1300-04. Created by Independent Third Party:Yes 4091.4 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Cont.Head&Sill,Non-Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-492C.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:SH-8100 Cont.Hd.&Sill,Max.size 74 1/8"x 72",see FL4091 -R8 AE EvalReport492C.pdf chart on installation dwgs.for DR Glass complies with ASTM Created by Independent Third Party:Yes E1300-04. 4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/HD Meet. Rail Limits of Use Installation Instructions Approved for use in HVHZ:No FL4091 R8 II CWS-293D.pdf 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 FL4091 R8 AE EvalReport293D.pdf with ASTM E1300-04. Created by Independent Third Party:Yes Bac:-: PIeKt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls 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 here. https:/Ifloridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 213 7/21/2020 Florida Building Code Onlihe Product Approval Accepts: , Credit Card Safe https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 3/3 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 154F August 28, 2017 Product Description: Series 8100 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 61G20-3.005 (4). This product complies with the requirements of the 61h Edition(2017) 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,P.E., at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-154F, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3809-1 and-1A, from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-154F, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-154F. Limitations of Use: This product: • May be used in the configurations and sizes and with daylight openings as indicated in CWS-154F • Achieves design pressures as indicated in comparative analysis table in CWS-154F • 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-154F • Requires Quanex (Mikron)white rigid PVC extrusions as shown in CWS-154F 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. _.___ �atitiaurrrrrrrr F N Lucas y NO 58201 8/28/20175 Turner 2017-08-30 Lucas A. Turner, P.E. 15:58+20:00 a= FL PE#58201 SS STATE aF :&: T r_O � ti O R t ���`� rhrrrnrlN� GENERAL NDTES: SINGLE HUNG - NON-IMPACT I 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW NDOW SYSTEMS WIDIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT W 54 3/8 EDITION. 1900 SW 44TH AVE. MAX OVERALL OCALA,FLORIDA 34474 FLANGE WIDTH MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 2) W W W.CWS.CC 53118' FLANGE WIDTH MAY.UNIT WIDTH 3.CONFIGURATIONS:"O/X'. 4815I16' MAX,UNIT WIDTH 8100 PVC G4 SS DLO qg 15/16' 4,DESIGN PRESSURE RATING(SEE SHEET 2): NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG GLASS DLO GLASS TABLES ASTM E-1300-04e01/09. NON-IMPACT• __ _ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 77 114" INFILTRATION TEST PRESSURE AND GLASS TABLES OVERALL I 33 5116' 69 112" ASTM E-1300-04e01109. Z O Q FLANGE B I B GLASS OVERALLFLANGE i O 33 5116" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z w�o ¢w o w HEIGHT GLASS IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR W Z O Z =�z MAX, HEIGHT DLO DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD o H w 3}O f _ HEIGHT MAx4" ANCHOR CALCULATIONS. Z Z=�¢Z W O O 36 11116" 6 I HEIGHT T 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE p O O,Z 0-F-rn a MAX. X C 33 3I8' 30 3/16' SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z p O O—Z j U SASH I 6 GLASS MAX I 26 718' ¢ Z V u)Z HEIGHT 1 DLO SASH I ,` GLASS } Q LL W p Z LLp Z D DLO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT O p. 6 HE C USED AT FIXED MEETING RAIL AND JAMBcl . '< O ?3 OZ q I I 8.SERIES 1 MODEL DESIGNATION SH-8100. Z y W rn O ui~ A F-- 6 5116' --I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: x~a: w j w O GLASS OLD GLASS DLO X=OPERABLE SASH,O=FIXED SASH D- ~ a 0: IL EQUAL SPLIT 5 HI SASH ORIEL 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ``�y`"%y Mr j1�"���'', LOCATION, 54 318" 11.EXTERNAL WEEP SLOT=1/2"x 2-1/2'LOCATED 4"FROM BOTH ENDS. MAX OVERALL v: No 58201 FLANGE WIDTHlr' ,k ;•k 531/8' b' STATE OF :•Ll:MAX UNIT WIDTH GLASS DLO Lucas ��iFsFC O R 1.... 63 5I1� 2017-08-30 6' Turner MAX OVERALL O 133 5 17:10+20:00 FLANGE GLASS HEIGHT DLO 62 1116' UNIT T— 8/28/2017 UNI HEIGHT 224'X `, 20 11/16- SASH 4 x GLASS LUCAS A.TURNER,P.E. HEIGHT IJ DLO FL PE#58201 J- 1239 JABARA'AVE. NORTH PORT,FL 34288 465/16' PH.941-380-1574 GLASS DLO SHEET DESCRIPTION: 60/40 SPLIT ORIEL GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BV: DATE: GENERAL NOTES 8 ELEVATIONS.....? DP CHARTS 8 GLAZING DETAIL....:...2 EQUAL 53-1/8"x 76" NONE BAT 04/29/08 SECTION VIEWS B ALT.FRAME.......,3 SEE COMPARATIVE ANALYSIS DWG#: REV.: EXTRUSIONS&B.O.M.........................4 5 HI ORIEL 53-1/8 x68-1/4 CHART, SHEET2 I NONE CWS-154 F ANCHOR SCHEDULE " NONE SCALE: NSTALLATIONATION DETAILS.....................6 60140 ORIEL 53-1/8 x 62-1/16 SHEET 1:33.33 1 OF 6 Design Pressures(PSF)with Glass Types A,B,C,or D Unit Sash Unit Widths(in.) 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 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 1900 SW 44TH AVE. OCALA,FLORIDA 34474 39 1/2 19 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 W W W.CW S.CC 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 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 8100 PVC 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/-66.2 SINGLE HUNG 51 1/2 25 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.7 +50/-65.2 +5D/-62.6 NON-IMPACT 53 1/2 26 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-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 a z ¢z 59 1/2 29 +50/-75 +50/-75 +50/-75 +SO/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-66.8 +50/-59.5 +50/-57 I- p w O w o0 p 63 1/2 31 +50/-75 +50/-72.9 +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 w Z O z}Oo= F- 65 1/2 32 +50/-73.2 +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 LL Pw�zF- : 0 CO`0c3awp0 67 1/2 33 +50/-69.8 +50/-65.6 +50/-64.4 +50/-63.7 +50/-63.4 +50/-63.4 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55.5 +50/-53 v O 1n r-Z D-F w w 71 1/2 35 +50/-64 +50/-59.7 +50/-58.3 +50/-57.3 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-53.9 +50/-51.5 o z-p-z S2 Z O D U� U U_ 74 3/4 36 5/8 +50/-59.9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.8 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 + ¢ 1=� 2ZOD.0 >- 2 apwOFOz 76 37 1/4 +50/-58.5 +50/-54.1 +50/-52.6 +50/-51.5 +50/-50.2 +50/-50 +50/-SO +50/-50 +50/-50 +50/-50 +50/-50 ¢ w O z w LLwwV)iawmw tr z-a O co I,- 0-0 wl-o wowr}n w F_ m (r 718"OVERALL 7/8'OVERALL 7/8"OVERALL 718"OVERALL 118"ANNEALEDF-3116'ANNEALEDF-118"TEMPERED 3116"TEMPERED 01pvr10REtq .......... Q ,. 5/8'AIRSPACE 112"AIRSPACE 518"AIRSPACE 1/2"AIRSPACE 1 GP.-��GEMg�.,Rai 1/8"ANNEALED 3116'ANNEALED 118"TEMPERED 3116"TEMPERED Zi;' No 59201 SIKAFLEX 552 OR 48 SIKAFLEX 552 OR 46 SIKAFLEX 552 OR 46 SIKAFLEX 552 OR 46 PURFECT GLAZE"H" PURFECT GLAZE'H' PURFECT GLAZE W 0'. STATE OF -.•�W PURFECT GLAZE'H' F 112"GLASS SITE i 1/2'GLASS BITE -�•-I 1/�S BITE i 1/2"GLASS BITE +ileile,...10N�``` i I 8/28/2017 LUCAS A.TURNER,P.E. FL PE#58201 GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D NORTH PORT,FL 3 28B PH.941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN BY: DATE: BAT 04/29/08 DWG#: NOTE: CWS-154 F IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. -§GALE: SHEET 1:1 2 OF 6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA.FLORIDA 34474 45 3 54 1 36 13 35 3 24 45 W W W.CWS.CC 8100 PVC 70 ® _ SINGLE HUNG �o NON-IMPACT 45 Q z : QZ3:, z EWO WWO6 fl c,III IllzOz w=?I`_ 1a — flee p arn-}Ow3rro { 33 I u. H-Ill 3 1 53 17 65 66 63 19 4 ZO ZO O U Q LLJOO =,W SECTION B-B U U rn F-z rL r Uli a °z oZ3In-z��n 53 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, a z U C z o 1.0 RIGHT SIDE SHOWS SASH SECTION VIEW, p w�=O? wLL 0 a:u)ow�nw tr z a Ww O-�mF- 14 39 O W F=-O Q. > 40 — a a w ul 5 7 6 `\\T�p 1II11 ryrr/'I 5 INTERIOR ��`� PNOREkV 9 °:•y\G E N S�G'Q'r • No 58201 •'-P STATE OF :46 16 65 6 — 46 69 34 48 z� 73 o 8/29/2017 33 LUCAS A.TURNER,P.E. 2 00 FL PE#58201 1239 JABARA AVE. 30 NORTH PORT,FL 34288 O 45 PH.941-380-1574 SECTION C-C SHEET DESCRIPTION: ALTERNATE FIN FRAME SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 04/29/08 E..ALE REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: F 20.23.25-26,31,36,37.44,51-52,55-56,64.67-68 SHEET 3 OF 6 omg WINDOW SYSTEMS 190D SW 44TH AVE. 6-MAX.O.C.(TYP.) 4'MAX.(TYP)-.{I 6"MAX.O.C.(TYP.) OCALA,FLORIDA 34474. 6"MAX.6"MAX(TYP.) 4-MAX(TYP.) I W W W.CWS.CC (TYP.) SEE NOTE 2 � SEE NOTE 2 8100 PVC SINGLE HUNG O.C.- NON-IMPACT MAXM p i (TYP.) O MAX.O.C. I a z N zIII O (TYP.) 0,0 INSTALLATION Z w-M ¢k Z w THRU FRAME ANCHOR — ANCHORS TYP. w z O z Ir_- --MEETING RAIL AT FIXED MEETING RAIL O H W CENTERLINE (TYP,) Z Z QBc 4"(TYP) I X I X Q OZUU)ZOLLO INSTALLATION <'S 0 w F F O Z ANCHORS TYP. /� FQ- 0 ��} O lI O 4 LL w 0�/) ---------- O w�0 It = 0- ac�wU) a ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) vkORE(v T,pl �P5•��GE NSF G¢��. No 58201 'm-P O'. STATE OF •-'tu NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"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. 8128/2017 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 PE#RAA1 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380.1574 SHEET DESCRIPTION: 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-1X BUCKS ARE OPTIONAL. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN 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. BAT 04/29/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: 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 F FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA(WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:25 '50FI5 LAIN.EMBEDMENT Ofj�J(ta�r®TjjyDq TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE WINDOW SYSTEMS BY OTHERS MIN.EDGE DIST. 1/4'MAX SHIMt ABLE I MIN.EDGE DIST. SUBSTRATE �— SEE TABLE 1 BY OTHERS 190D SW 44TH AVE. SEE TABLE 1 _ SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 114"MAX.SHIM WWW.CWS.CC SEE TABLE 1 DGE DIST. MIN.EMBEDMENT ABLE 1 PERIMETER SEALANT SEE TABLE 1 8100 PVC BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE I SINGLE HUNG MIN.EMBEDMENT SEALANT BEHIND SEE TABLEI NON-IMPACT FLANGE BY INSTALLER 114"MAX.SHIM O Q Z � QZ� OPERIMETER SEALANT F- OwO ¢WrOO SEALANT n BYINSTALLER W ZOZ D-'FZFW..R LSmINSIDE AND OUT o F w Z o 3MUT INSTALLATION ANCHOR Z Z= Q O:W 0O 0 HIND SEE TABLE 1 O O F-O U Q=F,� INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND O O u)F-Z D_J.-w(- SEE TABLE 1 - � / , HORIZONTAL SECTION C HORIZONTAL SECTION FIN BY INSTALLER C -Z U�J Z o U L) l� Y Q� W 20_ 6 TYPICAL JAMB ANCHORAGE �/ TYPICAL FIN ANCHORAGE Q 0 I-Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION K }zo)?�O Co w fAW�OJ(q i-- . a 0 wr0 ax0�>- Ir1/4"MAX.SHIM a H a Of EL SEALANT B FLANGE BYEHIND INSTALLER� `` PNI)RE.S PERIMETER SEALANT MIN.EMBEDMENT G��;-�1GENSF GR' 3.: ��:' No 59201 'P% BY INSTALLER SEE TABLE 1 - INSIDE AND OUT �-9: :Q ��t STATE OF SUBSTRATE BY OTHERS MIN.EDGE DIST. .,�''�s O . R 0 P SEE TABLE 1 ,G�c,. SEE TABLE 1 ��iS�ONp q VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE 312b/2O] TABLE 1:APPROVED INSTALLATION FASTENERS FRAMETYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1• 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. LED CMU(117 PCF MIN.) 3/16"ITN TAPCON BY INSTALLER NORTH PORT,FL 34288 NGE CONCRETE(2.85 KSI MIN.) 3/15"ELCO ULTRACON 1" 1" INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574 FLANGE 1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3/16"ITW TAPCON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3I8" 7l8" INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" BAT 04/29/08 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWGa: REV.: 1/8"ALUM.(6063-TS MIN.)OR AID GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,PULL PERIMETER,BY INSTALLER. FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0,125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-154 F FIN 2XMIN.SOUTHERN PINE(G=0.55) HID WOOD SCREW 1-1/2" 112" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 12 6OF6 7/21/2020 Florida Building-Code Online A:r • ll ,y. r� �l �: t - � '-j� r•a E V: - ....+- t,'F...,%....,_..3-:w-.�•..-_+..�..-.�_.s-� -..-. _..I.:�i:?:S.,:f..::: !'.<.:ry BCIS Home—I Log In .'YUser Registration I Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us j BCIS Site Map Links Search F�01"Ida I Product Approval USER:Public User d rN.t,�,:. r Product Approval Menu>Product or Aoplication Search>Apyl(ca[ion List>Application Detail FL# FL4092-R8 `%mot?��'��;'♦� .. ',� Application Type Revision Code Version 2017 Application Status Approved Comments Archived J Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th A�(ggqque Ocala,FL 3447, ' WORK-SHALL CO(352)368-69z2C@9L231FLORIpA E I AAF' WI hl PREVAILING jlathrop@cws.c IVATIOI���L ELCC r'RIC CODES, Authorized Signature Kevin Pine AND AE CITY O!=,;E, P��'R� ILLS kpine@cws.cc ORDINANCES Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc REVIEW DATE AUG CITY OF ZEPH1_ -- 17 z � 20 LL Quality Assurance Representative Arturo Monteverde PLAN E IWINER n �r Address/Phone/Email 1900 SW 44th Ave CAW Ocala,FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category indows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J' 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 07/21/2030 Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL4092 R8 COI EvalReport223E.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By https://Floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 1/2 _ P•1 F FLORIDA HOME IMPROVEMENT ASSOCIATES 08/07/20 City of Zephyrhills 5335 8th St Zephyrhills, FL 33542 Authorization Letter I, Wayne Burnett, qualifier of FHIA, LLC, Authorize Luis Collazo to drop off, pick up, and sign, on my behalf. Thank You for the attention to this matter. \ e ett CGC061890 STATE OF FLORIDA COUNTY OF OSCEOLA The foregoing instrument was acknowledge before ����1111111111/�� me on (date) bwho is \`\��vePo-NORtijgNzi� G H I110 Ef o,' personally I n to me or who has produced As identification. = OGG 957480 '0 S� a 6 0 •��:�O� ���j9P•?,Oblic Uode�4•'•O�\�� i e of Notary blic—State of Floridan %�Bpc �p//1111111111���� 3044 SW 42nd St 9 Fort Lauderdale,Florida 33312 954-792-4415 *FHIAproducts.com 9 Lie.CGC061890 7/21/2020 Florida Building Code Online. Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 4092.1 HS-8200 8200 Vinyl Flange and Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL4092 R8 II CWS-340E.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: HS-8200,54 x 62,2 lite, DP 45 PSF; HS-8200,125 FL4092 R8 AE EvalReport340E.pdf 5/8 x 62,3 lite, DP 30 PSF.Glass complies with ASTM E1300- Created by Independent Third Party:Yes 04. 4092.2 HS-8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL4092 R8 II CWS-223E.pdf 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 R8 AE EvalReoort223E.pdf DP 40 PSF. Glass conforms to ASTM E1300-04. Created by Independent Third Party:Yes 4092.3 HS-8200 HS-8200 PVC Horizontal Slider,OX or XO. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4092 R8 II CWS-486C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: HS-8200 PVC Horizontal Slider,XO or OX,74"x 54". FL4092 R8 AE EvalReoort486C.pdf See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party:Yes with ASTM E1300-04. e ^li•xt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall 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 45S.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 emalls 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 here. Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnj]Gdio%3d 2/2 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 340E August 28,2017 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`h 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 61h Edition (2017) 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,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-340E,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-210-3459-1,-IA, -2 and-2A fi-om National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J.Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05 4) Supplemental Calculations to support CWS-340E,signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-340E. 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-340E • Achieves design pressures as indicated in comparative analysis tables in CWS-340E • 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-340E • Requires Quanex(Mikron)white rigid PVC extrusions as shown in CWS-340E 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. ,,���u n rrrrrrn Lucas no 58201 ,'•`� Turner 2017-08-30 � •� STATE OF: •'arc `Z- 16:03+20:00 f°,c�•,A' � ;�_`��' 8/28/17 R •' N ��~� Lucas A. Turner, P.E. FL PE#58201 ------- GENERAL NOTES: <� HORIZONTALS L'D E R - N�wN-I M�PEA_Ca�T--- t THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS OPTIONS} p s�IM TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT (SHOWN��IDIFFER�ENT EDITION. 1900 SW44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.cC 126718' 3.CONFIGURATIONS:"OX"."XO",*XOX". MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 3): 8200 PVC 125 5/8'MAX UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORZ.SLIDER kx - GLASS TABLES ASTM E-1300-0001109. NON-IMPACT GLASS DLO GLASS DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES D ASTM S-1300-0401109. < z 0 P: owo 0)w 0 0 63 1/4" T_ S.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z w_j 0 <rzw MA>L IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR W zoz a:--�- OVERALL F DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 -<fn 0 It jE LL Pw ZI-3:my FLANGE ANCHOR CALCULATIONS. z <ff"0 0 55 114" 6 ol-0,3<x'w HEIGHT 5' 1311 U C)U)�- D. t')(L MAX x GLASS 0 x D GLASS 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE (n z 7 UNIT a z U) OLD DLO 0 Z 0 U)Z HEIGHT SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 1 (9 -- r_-LLmootL z 58 9116* < =0- 2 0 W;= MAX. 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT �_0 t=Z SASH USED AT FIXED MEETING RAIL AND JAMB. Er��-cn:)3'2 > HEIGHTL L oot U)0 w 0)w F lh LL 8.SERIES I MODEL DESIGNATION HS-8200. Z. w 0 ILI Q. a:>_ R w NJ CL 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: m m 3511/15 F D KT7 E I- E mAx. X=OPERABLE SASH.0=FIXED SASH SASH WIDHT 10.SECTION CALLOUTS;APPLY TO ALL ELEVATIONS IN A SIMILAR 65 114" LOCATION. N.�y MAX.OVERALL FLANGE WIDTH 11.EXTERNAL WEEP SLOT 114"x T'LOCATED G"FROM BOTH ENDS, 1-: No 58201 54'MAX.UNIT WIDTH STATE OF oil 23 3116" n T'. GLASS OLD GLASS DSO Lucas A Turner T T -—1— 2017-08-30 N A 63114' 17:13+20:00 MAX. So 9LI 6- OVERALL MAX. FLANGE SASH HEIGHT HEIGHT B IB 'SG7L A13116 3S'Sl 6' 62, 55 141 x 0 OLD 812812017 MAX GLASS I I LUCAS A.TURNER,P.E. UNIT DLO HE GHT FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 C PH.941-3B0-1574 26112 SHEET DESCRIPTION: MAX SASH WIDTH GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: . GENERAL NOTES&ELEVATIONS 1 MAX. IMPACT RATING AAJ 07/0V08 GLAZING DETAILS...............................2 CONFIG. UNIT SIZE DESIGN PRESSURE RATING- 5w—r.0: REV.: COMPARATIVE ANALYSIS..................3 SECTION VIEWS&ALT.FRAME._.4.5 xO 54"x 62" SEE COMPARATIVE ANALYSIS NONE CWS-340 E- EXTRUSIONS&&O.M.........................6 NONE SCALE: ANCHOR SCHEDULE&NOTES__: 7 XOX 1/4 1/2 1/4 125-5/8"X 62" CHART, SHEET 3 SHEET INSTALLATION DETAILS.....................8 1:33.33 1OF8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA.FLORIDA 34474 www.CwS.Cc 8200 PVC HORZ.SLIDER NON-IMPACT < K � <Z� I= 0 ,,0 V)w 00 0, z zoz W-10 <�:zw hi Z0 ;rcw§�-o3:Wffi Pw 0 z zm;E �Woo w —7/8"OVERALL —7JB'OVERALL 7/B*OVERALL 7/8"OVERALL 0 0 to I-z d EL f-X w(L 0 z —1/8'ANNEALED —3116"ANNEALED 1/8'TEMPERED 3116 Z 0 TEMPERED < pz 2zo,fj* —5t8"AIR SPACE —112*AIRSPACE SIB'AIR SPACE 112'AIRSPACE >_ <�Elolwg=OK 2���-�-!=z 6 0: u)L) 118'ANNEALED 3116'ANNEALED 1/8'TEMPERED —3116'TEMPERED 00 >-=)3'0 2 Lu w U)0 uj U)w LL v) 1- z CL cc U) SIKAFLEX 552 OR L X;9 SIKAFLEX 552 OR SIKAFLEX 552 OR 0 W�o a(:0 }2 36 SIKAFLEX 552 OR PURFECTGLAZE'H" T GLAZE W PURFECT GLAZE'W It 2: a: lu tu PURFECT GLAZE W CL I- (L 0. 112"GLASS BITE 1/2'GLASS BITE 112"GLASS BITE 1/2"GLASS BITE ........ J, No 58201 9 9 .t4l STATE OF �Wifolmst, GLASS TYPE A GLASS TYPE 6 GLASS TYPE C GLASS TYPE D 8/28/2017 LUCAS A.TURNER,P.E. FL PE 0 58201 1239 JABARA AVE: NORTH PORT,FL 34288 PH,941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: AAJ 07/01/08 DWG M REV.: CWS-340 E SCALE: SHEET 1.1 20F8 XOX DESIGN PRESSURES(GLASS TYPE B OR D IN THE FDCED LTTE,GLASS TYPE A,B,C,OR D IN THE SASH) UNIT WIDTH(IN) 55 165 175 187 112 1102 112 1108 314 1110 1/4 1120 1125 5/8 WINDOW SYSTEMS Lp`f1"(LJ UNIT SASH WIDTH(IN) 1900 SW 44TH AVE. HEIGHT(IN) 15 5/8 18 7115 21 5116 24 7/8 29 1/8 30 7/8 31 5/16 34 1116 35 11116 ww CwS CC FLORIDA 34474 17 7/8 +45/45 +45/45 +451-45 +45/45 +45/45 +451-45 +45/-45 +42.5/-42.5 +40/-40 29 112 +451-45 +45/-45 +451-45 +45/-45 +451-45 +40.1/-40.1 +39.1 I-39.1 +33.5/-33.5+30.91-30. 31 V2 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +40/-40 +39/-39 +33.1/-33.1 +30.4/-30.4 8200 PVC 35 112 +451-45 +45/-45 +45 I-45 +45/-45 +45/-45 +40/-40 +39 I-39 +32.91-32.9 +30/-30 HORZ.SLIDER 39 112 +451-45 +45/-45 +45/-45 +45/-45 +45 I-45 +40/-40 +39/-39 +32.9 -32.9 +30/-30 NON-IMPACT 41 112 +451-45 1 +45/-45 +451-45 1 +45/-45 +45/-45 +40/-40 1 +391-39 +32.9!-32.9 +301-30 43 112 +451-45 +45/-45 +45/-45 +45/-45 +45/-45 +40/-40 +391-39 +32.91-32.9 +30/-30 ¢ z a z 3 47 112 +45/-45 +45/-45 +451-45 +45/-45 +451-45 +40/-40 +39/-39 +32.9/-32.9 +3D/-30 z O W o ¢w Oo w 51 112 +451-45 +45/-45 +45/-45 +45/-45 +43.8/-43.8 +40/-40 +39/-39 +32.9/-32.9 +30/-30 w z O z w z t 53 1/2 +451-45 +45!-45 +461-45 +44.7/-44.7+41.3/-41.3 +40/-40 +39!-39 +32.91-32.9 +30/-30 0 �w 3 z F-�� Z Z= SOfw 00 55 112 +451-45 +45/-45 +45/-45 +42.4/-42.4 +39/-39 +381-38 +37.7/-37.7+32.9/-32.9 O 0�O CS¢a 2:�M 62 +451-45 +44.9/-44.9+40.4/-40.4+36.4/-36.4+33.1/-33.1 +32.1/ Q. -32.1 +31.81-31.8+30.6/-3 6 +3D!-30 z zo-0 z z?s w Q P_'20OD.Z 2� _t=°- XO OR OX DESIGN PRESSURES(GLASS TYPE A,B,C,OR D) w O o 0)0 w U)w 'Lmw 0JU)F UNIT WIDTH(IN) p w O a > UNIT a F a ��a� HEIGHT(IN) 29.5 31.5 35.5 39.5 41.5 43.5 47.5 51.5 54 17.875 +45/-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +45/-67.5 +45/-61.9 +45/-54.6 +45/-50.8 Pp1OREbt"T�.�� 29.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +451-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +45/-45 gip`?. 31.5 +45/-67.5 +45/-67.5 +45/-67.5 +45 I-67.5 +45/-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +45/-45 No 58201 35.5 +45/-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +45!-67.5 +45/-58.2 +45/-49.5 +45/-45 39.5 P/-67.5 +45 1-67.5 +45/-67.5 +45 1-67.5 +45 1-67.5 +45/-67.5 +45/-58.2 +45/ 49.5 +45 1-45 STATE A OOE F 041.5 +45/-67.5 +45/-67.5 +45/-67.5 +451-67.5 +451-67.5 +45/-58.2 +45/ 49.5 +451-45 43.5 +45/-67.5 +45/-67.5 +45/-67.5 +451-67.5 +451-67.5 +45/-58.2 +45/ 49.5 +45/-45 49 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-58.2 +45/ 49.5 +451-45 51.5 +451-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-66.7 +45/-58.2 +45/ 49.5 +451-45 53.5 +45/-67.5 +45 I-67.5 +45!-67.5 +45/-65.9 +45/-63.6 +451-58.2 +45/-49.5 +45/-45 x 55.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-65.4 +451-62.9 +451-60.7 +45/-56.9 +45 I-49.5 +45/-45 59.5 +45/-67.5 +45/-67.5 +451-65.6 +45 I-60.1 +451-57.8 +45/-55.7 +45/-52.1 +45/-49.1 +45/-45 8/28/2017 62 +45/-67.5 +45/-67.5 +45/-62.5 +45/-57.2 +45 I-55 -+45/-53 +45/-49.5 +45/-46.6 +45/-45 LUCAS A.TURNER,P.E. FL PE 11158201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS DRAWN BY; DATE: AAJ 07/01/98 NOTES: DWG e: REV.: 1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE CWS-340 E 2.ALL XOX UNITS MUST USE EITHER GLASS TYPE B OR TYPE D ONLY. BCALE: SHEET 1:1 3 OF 8 3s 6 INrER1oR 3 2 3D a 7 4 9 ' 35 7900w 4 Symms OC 44 HAV WWW.CWS.C,A- 474 8200 pVC 46 35 14 0�St/D 75 4 NON-1Mryp/�C 7. 49 7q � Q ? 13 it sECrION VIEW 4g SO q o ti ZL Q z amo yz 36 B'B t7 26 4 2pZ Q�p LO ° o oa,Zz Q U to,-.U,Z o o z z- z 1-0,,r 43 02 0 16;jUa2 INTERIOR G gs'pZ00,0 ,_g:x o.z 2r p zSa o0Lu�� 50 Q:-tL� nrioREt%,,,tea N`CENS$!-. r. 5�: 0*8201 4 •'xC 2 Op 54 SS SECTION VIEW A-A N VI 5/28/2017 ITEMS NOT S SECNIO 20,25 27.3 HOa.39,40,FOR CLAR17Y: At qN FRAME LOCAS A.NOR NER,p,E ai,a8.51.52 7239 ABA5$207 NORTH p0�PA AVE. PH-941.g86 L4 32*88 SHEET DESCAIPTION, SECTION VIEW �-- DRgWry BY. oX s AA Dwc a; 07101108 CWS-34p REv.: SOME; E 7.2 SHEET 4F8 �y�7 INTERIOR �LSLGn�)(�®[11111•• 3 6 1D 9 4 43 7 38 8 6 30 3 2 3 31 30 6 8 3B 7 43 9 38 1D 26 35 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA.FLORIDA 34474 W W W.CWS.CC I �0 8200 PVC HORZ.SLIDER NON-IMPACT OI I floe Q z QZO,. F- CW0 10 w,p w zoz � W, 3 26 17 47 50 49 14 49 50 47 15 5 3B 14 44 4 14 3 b5 15 4 50 49 49 50 47 17 4b LL 0 W 3 Z O z zS�Qwwpp 1 O 0 0 U 6= 0 UVJ� a-F-0m O zU zz0 SECTION VIEW E-E ¢ 0z0 cd zp0 6 Z Q �-w -0tn 18 6 W 2 w 0 W 171 W 6 1t 0 =r0 a2�} 5 a K�wCn 49 _ I 36 n• ~ a 13 No 58201 INTERIOR STATE OF :W 13 ,. ONA4 �i S/ 45 rrrn m��a�1� 1 36 J_ 11 49 10 46 r� O �l s/zsrzo I 7 18 —1© LUCAS A.TURNER,I•E. FL PE#58201 ` 1239 JABARA AVE.- 4 NORTH PORT,FL 34288 0 PH.941-380-1574 2 SECTION VIEW F-F SHEET DESCRIPTION:: ALTERNATE FIN FRAME SECTION VIEWS SECTION VIEW D-D XOX DRAWN BY- DATE• AAJ 07/01/06 DWG#: '17ET..`--- CWS-340 E ITEMS NOT SHOWN FOR CLARITY: — 20,25,27,34,39,40,41,48,51.52 scale:1:2 SHEET so 8 PARTS LIST --- ITEM CORNER CONSTRUCTION PART DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron PVC 3 ile^ � 2 H-6031 Main Fr.,SH,w/Fig.,PVC.Sill Mikron PVC z 3n 6• WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron PVC 1 1 15/16" 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Fig.,PVC.R.Jb. Mikron PVC 2 r 7 �--{— 19 WWW.00ALA WS.CCFLORIDA 34474 3 I 1 �qt' WWW.CWS.CC5 H•1836 Meel.Rail,Fxd. Ke mark Alum 6 S-6005 Anti-Lift/Roller track 21v16" 1 519' 1 518"7 H-6027 Sash Meet.Rail,PVC Mikron PVC 1/16' I CORNER WELD 8200 PVC 1/16'B H•1497 Reinf.Sash Meet.Rall Keymark AlumL 16' (ALL SIDES) 9 H-6028 Sash Bottom Rail,PVC(S.S.R.for HS) Mikron PVC t'e HORZ.SLIDER 10 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum NON-IMPACT 11 H-6004 Sash Top/Bol.Rail Mikron PVC PVC FRAME FLANGE PVC SASH MTG.RAIL PVC SASH SIDE RAIL H-6031 H-6027 H-6028 12 5-1776 Roller track Keymark Alum z � C z 0 13 S-6064 Glz.Sd.,7/8",Fxd.,Hodz. Mikron PVC ¢ 14 5�064 Glz.Bd.,7/8".Fxd.,Vert. Mikron PVC \ z w Of w O w w zOz Of 0M3:M 15 S-6013 Fixed Rail Corer Mikron PVC 3 118' 1 ❑ �w 3 Z O 3 3 17 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC LL z Z=t Q KK 18 S-6014 Scm.Adapt.,PVC Mikron PVC 54 1 1/2" FIXED MEETING RAIL O O t-O ¢Ill O O 21 P-3804 Roller,Tandem M&M Nylon 1 3/16'- SCREWED TOGETHER WITH O O Ln r�z° I-M a 22 P-3783 SpringLock,Impact.PVC Interlock Zlnc 77 5 ouTERFeRAME G O Z v�z O w z 23 P-4069 Keeper,Impact,PVC Interlock 7Jnc } a-LL w O F p- 24 P-4479 Weep Cover wl Flap M&M Nylon z 4a I.- z 3 9/16" 1 5/8' 2 118" 1116" Q rn U- vi 25 P-3893 Reinf.Plate,F.M.R. BearMetals Alum F�0 w O❑w>O O z 26 P-3429 Wslp.,0.270 x.187 back FinSeal,Gray Ullrafab U 1/16 I Z V7 w ❑O w 0)Iw- 27 P-463B #8 x 2.5 Ph Modified Truss,Type A TEK Fastenal Steel II� .IL Q. w O a } 29 P-376B #B x 0.625 Ph PH SMS Fastenal Steel F�1' d a W�:w rn 30 P-4051 W #8 x 1.250 Ph FH TEK,Whl. Fastenal Steel L PVC SASH TOP/BTM RAIL FIXED MTG RAIL EL 31 P-3748W 46 x 0.625 Quad FH TEK,Will. Fastenal Steel pVC FRAME FIN H-6004 H-1836 � N�RES{ 34 P-3342 Seam Sealer,SM-5504 Schnee Silicone H-6026 �.`r5 P;G..... 2z;"",, 35 P-3752 Cap Plug,1/2"Hole M&M Nylon G 36 Purtect Glaze"H"or Sikasex 552 Henkel/Sika Silicone No 59201 3B P-3352 Set.Blk.,85 Our.,1/6"x 5/8"x 2"Lg. FmnkLowe Rubber --{ =*e 39 P-3683 HS-8200 Gold Cod.Label,NFRC,Non-Impacl ASTME 7n6' ill' 5/t6'� 31t6', I I y I =-a- 40 P-3881 Temporary Lbl.(NFRCIDP) j J LI I :13 t STATE of .111 41 P-3613 CW S Lbl.(logo) 1 �� t u ._. � 10 t- 8 �'��F��.4 O R 10 P'���� 442 Glass,Fixed3 Glass,Sash 1lt6• t/1s' L�t/1s' T L-1116' L t116- %.SSfpNA�.. 44 P-3281 Spacer,DuraSeal,Fixed Tremco ROLLER TRACK HORZ SCRN ADAPTOR VERT SCRN ADAPTOR REINF.SBR/SSR REINF,SASH MTG.RAIL S-1776 S-6013 S-6014 S-1498 S-1497 45 P-3281 Spacer,DuraSeal,Sash Tremco 46 P-3218 Screen Frame,Honz. Allmetal RollFonn 47 P-3218 Screen Frame,Vert. Allmetal Rol[Forn Z� 48 P-3321 Screen Frame Comer Key Allmetal Nylon 8/29/2017 49 P-3581 Screen Cloth,18 x 16 Fiberglass 9116'- 1!2' 50 P-3228 IScreen Spline,.155 Dia.,Blk. Dapa 15 114 r 3116' LUCAS A.TURNER,P.E. 51 P-3029 Screen Pull Tab Hurley 1314 1 r 3' -1 FL PE#58201 52 P-3033 Screen Spring,SS Fla.Spdng 1 5116• 7/8" O 55 1239 NORTH JABARA AVE: 54 H-6026 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16" 1— r NORTH PORT,FL 34288 55 P-3113 Screw Support,PVC Team Plastic Rubber SCREW SUPPORT PH.941-380-1574 PVC FIXED RAIL COVER PVC GLAZEBEAD P-3113 SHEET DESCRIPTION: S-6063 S-6064 BOM AND EXTRUSIONS DRAWN BY: DATE: AAJ 07/01108 DWG 4' REV.: LINE ITEMS NOT USED: CWS-340 E 16,19-20,28,32-33.37,53 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-TG UNLESS OTHERWISE NOTED, scALE: SHEET 1:2 6 OF B. lz MAX.O.C.(TYP.) F-T 3^(TYP.) 15^MAX.O.C.(TYPJ V-fbtS'O]I�l(IoUUf1�•(](�I"J,j 6-SASH @ FIXED MAX.O.C.(TYP.) WINDOW SYSTEMS I\_�/I 6'MAX.(TYP.) @FIXED 6'MAX(TYP.) 6'MAX.(TYP.) I SEE NOTE 2 8.MAX(TYP,) y -3'(TYP.) 1900 SW 44TH AVE. OCALA.FLORIDA 34474 W W W.0 W S.CC INSTALLATION 16'MAX-O.C.- ANCHOR(TYP.) (TYP.) 8200 PVC 9*MAX.D.C. O �/ (TYP) O.C. O X HORZ.SLIDER ANCHOR @ MIDSPAN /� NON-IMPACT (TYP.) b a az3QZ3. - Ow0 Qwow I I ANCHOR LAYOUT-(FLANGE) w z 0 z m k z t ANCHOR LAYOUT-(FLANGE) LL Im-a w 3 z 3 z zx2QCYwp0 0 Oa-0(3<xo m �z 4'MAX(TYP.) 8'MAX.O.C.(TYP.) 4'MAX.(TYP.) IT 8'MAX.O.C.(TYP.) z ZO o-) ?j U- 4"MAX.(TYP.) �� SEE NOTE 2 4^MAX.(TYP.) } ¢Z O W O 0 O Z 3 0 F 0-,0- Q 0�cr .5 ZO2 INSTALLATION 7-E INSTALLATION w O WFW 0 0 w U)W, ANCHOR(TYP.) ANCHOR(TYP.) a Z=D- D'O S y B'MAX O.C. 0 w F-O D-x x} 8^MAX.O.C. X X (TYP) EL a 3 a(TYP) T�It G =v:• No 58201 •'gyp ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) 13• ,STATE OF :40 NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ 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 f. CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED. 8/28/2017 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. --- LUCAS A.TURNER,P.E. 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 FL PE N 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 4288 PH.941-38D-1-1574 SPECIFIED IN TABLE 1,SHEET 8. --- SHEETT OESCRIFTIpN� 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-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN 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. AAJ 07/01/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET B. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CW S-340 _ E FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) TGALE: SHEET 1:40 7 OF 8 MIN.EMBEDMENT (( 17n�c�r® •I/.(/�f TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE ll-�LAl6v(� 'If`yl�11�11/cif, BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST, 1/4'MAX.SHIM FSEE TABLE 1 MIN.EDGE DIST. S UBSTRATE —�— SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 --r SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS I 114"MAX SHIM--y WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 / SZOO PVC INSBY N ALLER INSTALLATIOSEE TABLE1 ANCHOR- HORZ.SLIDER INSIDE AND OUT / �0114' MIN.EMBEDMENT SEALANT BEHIND J SEE TABLET NON-IMPACT FLANGE BY INSTALLER MAX.SHIM < z 3 <Z3 PERIMETER SEALANT Z 0 W O Q W O W -PERIMCTER SEALANT BY INSTALLER W Z O Z �-Z I- BY INSTALLER INSIDE AND OUT O a to 3>0 Ir s m INSIDE AND OUT LL I-W Z F-��_ INSTALLATION ANCHOR Z Z=2<Z w 0 0 SEALANT BEHIND SEE TABLE 1 0 0 I-O Li<=,a INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND O O N to?Q.�'In a SEE TABLE 1 FIN BY INSTALLER Z ZO(7 0 - U- r B� HORIZONTAL SECTION / C 1 HORIZONTAL SECTION < I-.Z 2 Z O,Z > « w-20_ . 8 TYPICAL JAMB ANCHORAGE 8 HEAD AND TYPICAL ISILL SIMILAR FOR FIN INSTALLATION <N ANCHORAGE [r 9 O Y 0 O W �v/wNOwv)w a flo 00 wl=-0 W=�y 1/4'MAX SHIM (L f='- d 3 a SEALANT BEHIND FLANGE 8Y INSTALLER o OREW PERIMETER SEALANT :may:'�GEN g'• •Q��� BY INSTALLER No 58201 MIN.EMBEDMENT `�O�• 4 •:'i SEE TABLE 1 } * •. INSIDE AND OUT SUBSTRATE BY OTHERS �p STATE OP •t�W SEE TABLE 1 MIN.EDGE DIST. i�`FS• 0 R I I;.:G�2: SEE TABLET ����SiONA'S ,%' q� VERTICAL SECTION TYPICAL SILL ANCHORAGE y O TABLE 1:APPROVED INSTALLATION FASTENERS 8/28/2017 FRAMETYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST, p LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3116"NW TAPCON 1-112" 1-118" 39 A#RA Al FLANG 2' BYRINSTALR SEALANT 1 NORTH JABARA 34 " INSIDE AND OUT NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1' r3o\ PH,941-380-1574 L HORIZONTAL SECTION FLA 3116"ELCO ULTRACON \,B BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=D.55) 3/16"ITW TAPCON 1 3/8„ 7/6„ HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 16 GAUGE(0,060")MIN.STEEL STUD � #10-16 HILTI KW IK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE' FLANGE 7/16' AAJ 07/01/08 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG q: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CVVS-340 E FIN 2X MIN.SOUTHERN PINE(G=0.55) N8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE' SHEET 1:2 8OF8 '8/6/2020' Florida Building Code Online 4,. 'U j�.ti.�Ji]i 1,e.��;ko1 4�-`,i .,i"��ij.>T„'�.",�`,'L��•u p R�;'.a z:M ��•^�'jy-G�",''.��w''t��p'��, .J' �. ,::�� �..'_ „_v�.1J�.I� �� .v..w._._t...-....,,.___-......�.•.�1..._...� ..-._._,.-.':::t.,'t._t....r�._-_.s< <..._.__ - C���.'��!�^c-;J�.2:J,�.aF=:P L:'sc':-`,;:sy�•s_::1�rJ ._ BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts j Publications Contact Us BCIS Site Map Links Search Florida r f :�Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL4093-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc ALL WORK SHALL COjWp LY NATIONAL FLORIDA BUIL®111iO V1/ITWRB�gILIlvC Technical Representative Jay Lathrop BLBCTBU GOq�° Address/Phone/Email 190 Ocala, FL 34474 ND FTHE CITY OF IC Co)E' (352) 368-6922 Ext 3'�NCE�` LS jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 REVIEW ®ATLAUG 2 4 �020 everde@cws.cc CITY OF ZEPHYRHIL � Category Windows PLAN EXAMINER Subcategory Fixed °V 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 07/21/2030 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL4093 R9 COI EvalReport234F.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By hftps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faCwYPbNZrr6Kc3j7EcCI BDg%3d 1/3 8/6/2020 ' Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# I Model, Number or Name Description 4093.1 8300 Vinyl Fin/Flange Picture 8300 Vinyl Fin/Flange Picture Window Window Limits of Use Installation Instructions Approved for use in HVHZ: No ! FL4093 R9 II CWS-339E.pdf Approved for use outside HVHZ:Yes ; Verified By: Lucas A.Turner 58201 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A !Evaluation Reports i Other:See detail for sizes and DPs. Glass complies with ASTM FL4093 R9 AE EvalReport339E.pdf E1300-04. Created by Independent Third Party: Yes - --- 4093.2 PW-8100 Vinyl FIg/Fin Picture :PW-8100 Vinyl Flg/Fin Picture Window. Window -------- ----- --- -- - --- ----- Limits of Use I Installation Instructions Approved for use in HVHZ: No FL4093 R9 II CWS-234F.pdf 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 i Evaluation Reports Other:See detail for sizes and DPs. Glass complies with ASTM ; FL4093 R9 AE EvalReport234F.pdf E1300-04. — — — _ ; Created by Independent Third Party:Yes 4093.3 I PW-8150 Vinyl FIg/Fin Picture PW-8150,Vinyl Fixed Window, Non-Impact. Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4093 R9 II CWS-506C.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other:See detail for sizes and DPs. Glass complies with ASTM FL4093 R9 AE EvalReport506C.pdf E1300-04. — I Created by Independent Third Party:Yes I 4093.4 PW-8150 Vinyl FIg/Fin Picture PW-8150 Vinyl Fixed Window, Non-Impact,Continuous Head& Window Sill. i Limits of Use i Installation Instructions Approved for use in HVHZ: No ! FL4093 R9 II CWS-511C.pdf i Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 00,See detail for sizes and DPs. Glass complies with ! FL4093 R9 AE EvalReport511C.pdf !ASTM E1300-04. Created by Independent Third Party:Yes T 4093.5 PW-8300 Vinyl FIg/Fin Picture PW-8300,Vinyl Fixed Window, Non-Impact. j Window j Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4093 R9 II CWS-507C.pdf j 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:See detail for sizes and DPs. Glass complies with ASTM FL4093 R9 AE EvalReport507C.pdf j E1300-04. Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone 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 https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquz931%2b4g5faCwYPbNZrr6Kc3i7EcCl BDq%3d 2/3 8/6/2020 Florida Building Code Online 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 determipe if,you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: " EChecY. Credit Card Safe - https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faCwYPbNZrr6Kc3j7EcC1 BDg%3d 3/3 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 507C September 7, 2017 Product Description: Series 8300 PVC Fixed Window,Non-Impact, 50"x 72"unit size 51 1/4"x 73 1/4"flange size, 3/16—air—3/16 annealed or tempered IG glass Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6"'Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-507C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3619-1, 1A from National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara,P.E. a. Testing Performed: TAS 202 1994(Full 202 performed on 3 identical specimens of 50"x72"unit size with Design Pressure+/- 55 psf b. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05 4) Supplemental Calcs. to support CWS-507C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-507C. Limitations of Use: This product: • May be used in O configuration in sizes up to 50"x 72"unit size, 51 1/4"x 73 1/4" flange size, with max. glass daylight size of 47 1/8" x 69 1/8" • Achieves design pressures as indicated in comparative analysis table in CWS-507C • Is non-impact and requires the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 3/16 Ann. —air—3/16 Ann. IG glass minimum • Requires Quanex (Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.1 Ot. tI have evaluated the framing material in this NOA and find that it complies with the requirements of the 6`'Ed. (2017)Florida Building Code for use in this product. 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 =- : No 58201 •':�� 9/07/2017 c :*= Lucas A. Turner, P.E. Turner t3 i cr� FL PE #58201 2017-09-16 ��' ' STA'rr: OF :•iu� GENERAL NOTES: PICTURE W I N D OW - N O W M PAC 1.THE PRODUCT SHOW N HEREIN IS DESIGNED AND MANUFACTURED �ppyy g®�• TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION AND IS RATED FOR USE IN THE HIGH VELOCITY HURRICANE 1900 S44THFLORIDA E. ZONE(HVHZ). 34474 WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 3) 51 1/4"MAX.FLANGE WIDTH 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE 8300 PVC NOT LIMITED TO,THOSE SHOWN ON SHEET 2. PICTURE WINDOW 50"MAX.UNIT WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 3): NON-IMPACT FA -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER I INFILTRATION TEST PRESSURE AND GLASS TABLES r w Q H 0 0 -- - ASTM E-1300-04e01/09. z w I❑ w zOz D_tZ�- o Qrn�>-O0�m 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED -- IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ANCHOR O O r 0¢4 w 0 0 B I B ANCHDETAILS. WINDLOAD OR CALCULATIONS. FACTOR Cd=1.6 WAS USED FOR WOOD o Z ,z Z H j EL 73 1/4' I z 0(D 7 MAX, I I 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Q F-Z,2 O 0 w z FLANGE I >- Q�0w�20_ HEIGHT SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. K 2 F- _H 72" I O 69118" D�H}��OU MAX. GLASS 7.ALL FRAMES FULLY WELDED. w I U w U)00 W U)w UNIT DLO d Z E D_ of 0 co HEIGHT I I 8.SERIES/MODEL DESIGNATION PW-8300. 0 w I-of w x IX- a _ �w 10 a of I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: °- ~ o_ 0=FIXED SASH +`%PNORE W I 7 J1,�S:�GEids"•41 , C `�l• No 58201 ••' LucasTurne 13 STATE OF Ca 47 1/6"GLASS DLO WIDTH 2O17-09-22 13:04-04:00 ZZ 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS DRAWN BY: DATE: ARCHITEGLAZING DETAIL SHAPES.................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 08/29/09 GLAZING DETAILS..D..CHART........4 DWG#: REV.: SECTION VIEWS..NS...........................5 SEE COMPARATIVE ANALYSIS ANCBOM&EXTRUSIONS............ES..........6 50"X 72" NONE CWS-507 C ANCHOR SCHEDULE 8 NOTES..........7 CHART, SHEET 3 SCALE: INSTALLATION DETAILS.....................? � SHEET 1:1 1 OF 7 OU09 om WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW NON-IMPACT a 0 F- ❑WQ OW-OOz W FULL ELLIPSE(OVAL) w w- zoz a_ o aW3zo��= z zxmaawoo 0 oro a=F.Of U UHF-ZaPma FULL CIRCLE z ZO j�/j z—w Q ZU z bD U TOMBSTONE TRAPEZOID >- LL< o W Op m O? Q W } U-zviw � UU >E W W O W ZFaQJU)I- cn a � a W�oxO w0 w _ a> 1.10 RE(4,����ii `�5 P. T 'v N. 58201 'm?10 1/2 CIRCLE OCTAGON '9 STATE OF :01 0 4 NOTES: SlONAt.sil 1.SEE SHEET 6 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. y r1• 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF /- RECTANGULAR WINDOWS ON SHEET 1. 9/22/2017 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS MUST LUCAS A.TURNER,P.E. FOLLOW THE LAYOUT SHOWN ON SHEET 6,WITH ANCHOR SPACING FL PE#58201 MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: ARCHITECTURAL 114 CIRCLE TRIANGLE SHAPES DRAWN BY: DATE: ADE 08/29/09 DWG#: REV.: CWS-507 C SCALE: SHEET 1:1 2 OF 7 DESIGN PRESSURES (PSF)WITH GLASS TYPE A or B IGU GLAZING (DIMENSIONS ARE UNIT SIZES) ��rr L4 �am II11��//II Short Long Side (in.) !WINDOW SYSTEMS1900 SW 44TH AVE. Side (in.) 18.000 24.000 30.000 36.000 42.000 48.000 54.000 60.000 66.000 72.000 OCALA,FLORIDA 34474 www.CwS.cc 18.000 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 -- ---- 24.000 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 8300 PVC 30.000 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +75.6/-75.6 PICTURE WINDOW 36.000 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +74.8/-74.8 +66.5/-66.5 NON-IMPACT 42.000 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +77.9/-77.9 +77.9/-77.9 +77.9/-77.9 +77.9/-77.9 +68.4/-68.4 +60.3/-60.3 o w o w o 0 48.000 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +77.9/-77.9 +59.7/-59.7 +59.7/-59.7 +59.7/-59.7 +59.7/-59.7 +5 -56.1 o Z 0 Z � Z~ Ei 5_ �w�z��gx 50.000 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +82.5/-82.5 +77.9/-77.9 +59.7/-59.7 +55.0/-55.0 +55.0/-55.0 +55.0/- +55.0/-55.0 0 0 Ti a¢w o 0 Z O'er—ZjUU) �0c <_0Woo1)z w 2 >-(nU—Zfn w O[nW U)O WOW a O wF0 D.> Lu a F a a3a ul 1"OVERALL —1"OVERALL 3116"ANNEALED 3/16"TEMPERED 5/B"AIRSPACE 518"AIRSPACE v; No 58201 - —3116"ANNEALED 3/16"TEMPERED - QUANEX DURASEAL QUANEX DURASEAL IG SPACER = 2 S IG SPACER 9 PURFECT GLAZE"H" 9 PURFECT GLAZE"H" 9 STATE OF :4i SIKAFLEX 552 SIKAFLEX 552 'O O R I V.G�� SO------ - N -- 1/2"GLASS BITE U 4�� 1/2"GLASSBITEN- 10QmE � El a �� 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. GLASS TYPE A GLASS TYPE B NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN BY: DATE: ADE 08/29/09 DWG k: REV.: SETTING BLOCKS PER FBC 2411.3.3.1 CWS-507 C NOTE:IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. scAiE:-"'-- SHEET 1:1 3 OF 7 INTERIOR WINDOW SYSTEMS 8 1900 SW 44TH AVE, OCALA.FLORIDA 34474 www'CvvS.CC 8300 PVC 17 17 PICTURE WINDOW 01 NON-IMPACT <ZR: U) Lu 0 ci Z z0z w.8 < w tF- Lu P 0 ;z w§i>-0 0�3:F0 LL �-Lu Z 3:2 T Z z m 2< LLI 0 0 0 O�-o .< 0 Ln if 0 CL 'Z �-WIL 3 15 z 0 15 5 4 < p z 2 0 0 u- >- <�:Ow-moz cr !!S; F- SECTION VIEW B-B rcl>_u)0 ZC6 0�- 3t Lu 0 CC>- 2 LL U) U)a Lu(0 w w 0 �2 I- 0- cc 0 co c8) 0 w 0 (L X: m W Lu w U) a Oi4OREtv No 53201 STATE OF (ID5 ............ 9/22/2017 2 LUCAS A.TURNER,P.E. FL PE#58201 17 1239 JABARA AVE. NORTH PORT,FL 34288 SECTION VIEW A-A PH.941-380-1574 f F fff- C DESCRIPTION: SECTION VIEWS Ed WS DRAWN By AIDE 08/29/09 ITEMS NOT SHOWNFOR CLARITY: REV.; lll�li 1 9.11-14 CWS-507 C S L SHEET 1:1.33 4 OF 7 PARTS LIST FRAME CORNER ITEM PART# DESCRIPTION VENDOR MATERIAL- CONSTRUCTION I FI-6006B Fr.,PW,Main,Head Mikron PVC 2 _H-600613 Fr.,PW,Main,Sill Mikron PVC 1900 SW 44TH AVE, 3 H-6006B Fr.,PW,Main,L.Jb. Mikron PVC OCAL&FLORIDA 34474 www.cws.cc 4 K6066B Tr.,PW,Main,R.Jb. Mikron PVC 5 S-6064 Gfz.Bd.,Fxd. 718-O.A.LG.) Mikron PVC 8 P-3752 Cap Plug, 1/2"Hole M&M Nylon CORNER WELD 8300 PVC 9 Turfect Glaze"H",SikaFlex 552 Henkel,Sika (ALL SIDES) PICTURE WINDOW 1:8 10 P-3352 t.Blk.,85 D.r,, 1/8"x 5/8"x 2"Lg. Frank Lowe Rubber NON-IMPACT 11 P_3684 PW-8300 Gold Cert Label,NFRC Tab 13 P-3881 Temporary LbI.(NFRCIDP) < Z � < 14 P-3 13 CWS Lbl,(logo Z C)LUO 010 Qw 6 2_10 <�- 15 1 GLASS SEE SHEET 3 w ZOE W!ZK� - g d U)�E>-0 of 3.Fn- upport for PVC Team Plastics Rubber LL I-wZ I_3:m 1! Z Z 1:2<cc"0 0 LINE ITEMS NOT USED: 0 0 0 0 0 (3<m�-cl: 6-7,12,16 Z 0-P-cn EL 0 Z-U) Z�_Du) Z 0(q:) --=)o- < -ZOU)ZO LL >_ <3:owpxo 2� UF- cr U) 3:Z(6 i>__ 0 0 > w w 55 LU Fr Z W 0 (L xo!�w 3 1/8" 0 w 0 CL a: (if X w LU n_ n_ w U) .... ...... 112" _#G .-'\G E 311 N. 58201 21/16" 7/8" SCREW SUPPORT ........1- PVC GLAZEBEAD P-3113 S-6064 PVC FRAME FLANGE H-6006B 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 BOM AND EXTRUSIONS TRKVV`N_6Y�___DA_TE-._____ AIDE 08/29/09 CWS-507 C SHEET-_ 50177 aug 10 1!2^MAX.O.C.(TYP.) WINDOW SYSTEMS 6"MAX.(TYP.) 1900 SW 44TH AVE. -- --SEE NOTE 2 OCALA.FLORIDA 34474 6"MAX.(TYP.) WWW.CWS.CC ----------- I-------------- L 8300 PVC I I PICTURE WINDOW I I NON-IMPACT I I 10112" I I z a MAX.O.C. O—INSTALLATION WwO O QFzANCHOR(TYP.) w zoz wt �- O 0w zw zx _ z =�a I I 0 o�oZa=oIL I I o Z F tnLL z z -DW I I a P—,200LLz I I >- 2�ow-mo I I w owwci 0wU)w I I ZLL ia O- wu I I o w a W=Lu� I I a a x ORE",r ANCHORLAYOUT-(FLANGE) 41 E14 G ` v. No 55201 •:tom �O', STATE OF :li i F'•.0 0R1C, �. G. NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ 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. xf 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. __9/22/2017 LUCAS A.TURNER,P.E. 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 FL PE#58201 MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 7. SHEET DESCRIPTION: 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-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. oRWW_ eV-- DATE: B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, owc ADE 08/29/09 a:-------Rev.: —SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. 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: CWS-507 C -- FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET _...-- —------- - — ------ — ---- ---- --1:20- 6 OF 7 MIN.EMBEDMENT o=00 TYPICAL HEAD ANCHORAGE SEE TABLET -SUBSTRATE WINDOW SYSTEMS BY OTHERS 114"MAX.SHIM-- SEE TABLE 1 1900 SW 44TH AVE. -i--MIN.EDGE DIST. _ OCALA,FLORIDA 34474 SEE TABLET WWW.CWS.CC SUBSTRATE BY OTHERS� SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 8300 PVC PERIMETER SEALANT- SEE TABLE 1 INSTALLATION ANCHOR-- - —.� BY INSTALLER II SEE TABLET PICTURE WINDOW INSIDE AND OUT `--- - - --I----- 04 NON-IMPACT SEALANT BEHIND - FLANGE BY INSTALLER '� -1/4"MAX.SHIM Q Z 3: Q Z 0 FWD p W H ZOZ Q_ Z� --PERIMETER SEALANT O C 0-}O K m BYINSTALLER LL I-W Z F :_ INSIDE AND OUT O O a:�a Q W 0 0 SEALANT BEHIND O O u)F Z IL H(F/J FLANGE BY INSTALLER 0 ZO-U-?7 U� INSTALLATION ANCHOR--- --- ¢ Z Z O O SEE TABLE 1 B HORIZONTAL SECTION } Q-,2 o LL Z SOW =O- 7 TYPICAL JAMB ANCHORAGE Q }�U 1-Z Uj w Lbw U)0uJOW nW OJfoF a a0 W~0 a—m> cf SEALANT BEHIND L_ ---�--"'1/4"MAX.SHIM ol,Pr�ORu"��h FLANGE BY INSTALLER O ' _ to-- 5,...... .,• G PERIMETER SEALANT------ v:• No 58201 ''`i Z BY INSTALLER MIN.EMBEDMENT INSIDE AND OUT SEE TABLE 1 =v ----� _ -- :9'. STATE OF IG1C FS• FII . SUBSTRATE BY OTHERS- .O L SEE TABLE I ----- - -�---MIN.EDGE DIST. ���4S�ONA1,tip���� SEE TABLE 1 SEALANT UNDER SCREW- A VERTICAL SECTION I- - HEAD BY INSTALLER 7 TYPICAL SILL ANCHORAGE �O __9,22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. _ FL PE#58201 CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT---��-- 1239 JABARA AVE. ROUT-FILLED C BY INSTALLER / NORTH PORT,FL 3428E INSIDE AND OUT PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" C HORIZONTAL SECTION __ SHEET oESCRIPiloly-�------- 7 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITV TAPCON WO O S R 1-3/8" 7!8" INSTALLATION DETAILS OR FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, oRnwN ev: onrE:—--2XMIN.SOUTHERN PINE(G=0,55) #10 WOOD SCREWEW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITV FULL THREAD AIDE 08/29/09 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG p."" ---- REV.--_-- 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-507 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE'------- SHOWN FOR FLANGE WINDOWS. SHEET ----- ----- — 1:2 7 O F 7