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Home My WebLink About19-20865 f CITY OF ZEPHYRHILLS 5335-8TH STREET 13 780-0020 20865 (8 ) d BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20865 Address: 38704 CR 54 Permit Type: ' ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0000-02100-0010 Improv. Cost: 11,206.00 OWNER INFORMATION Date Issued: 3/01/2019 Name: MARSHALSEA, CHERYL ORDENES Total Fees: 150.00 Address: 5910 ERHARDT DR Amount Paid: 150.00 RIVERVIEW, FL 33578-3762 Date Paid: 3/01/2019 Phone: 813-541-8237 Work Desc: REPLACE 14 WINDOWS S/S CONTRACTORS APPLICATION FEES LIPTON WINDOW & DOOR BUILDING FEE 150.00 . h Ins ections Required FOOTER 2 D ROUGH PLUMB INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(6)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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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 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. ,��TRAC OR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Phone Contact for Permitting 81 -406-9895 Date Received �—I TITr Owners Name Cheryl Marshalsea Owner Phone Number 813-541-8237 Owners Address 1 5910 Erhardt Dr Riverview FL 33578 Owner Phone Number Fee Simple Titleholder Name F Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 38704 County Road 54 LOT# SUBDIVISION PARCEL ID# 02-26-21-0000-02100-0010 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR B ADDIALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK Replace size for size 14 windows BUILDING SIZE SQ FOOTAGE HEIGHT TYTt-ITITriTITrITI"ITITITt-ITITTI"ITITITr.TITr ITI"ITITITr BUILDING $11,206 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY W.R.E.C. if- 4=PLUMBING $ (' =MECHANICAL $ VALUATION OF MECHANICAL � INSTALLATIOf //1 I (1 J� IBC// � V �v fI�J��r =GAS = ROOFING Q SPECIALTY = OTHER S FINISHED FLOOR ELEVATIONS 1 FLOOD ZONE AREA =YES NO _11-64 �- - - - - : - - : - -- :-f. i . ' �' \ .. I . : . FTI-: .6l. .-.-..r....-iv :.T.-ram BUILDER COMPANY Lipton Window and Door SIGNATUR REGISTERED Y/ N FEE CURREA Y/N Add ss 17335 unlOak Rd Lutz FL 33558 License# ICBC1258461 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREt Y!N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREK LYL/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREt I Y/N Address I License# OTHER ' COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y!N Address License# I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Slormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpsler,Site Work Permit for subdivisionsAarge 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,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpsler.Site Work Permit for all new projects.Al commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. I-�la-1-14-1-1-1-i-f-1-.F • • 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 Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW dtr Mor5kl 5-eo, 3�y Lots y 1-r'�-7��3•� i-?35�•� zY UDC z 23 u3 z€ 1' 13 8 FE06A 8 BAkS 3 9t�xio�- 15 13 12- 12 32 3� 32 RAS 32 32 s FEP s F!5 16X� �. x BCIS Home Log In user Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Or Product Approval I USER:Public User Product Approval Menu>Product or Application Search>Application List>Application-Detall-t ram. I�<AC',u=��.aL•. " � FL# FL8957-R11 ---, Application Type Editorial—Change Code Version C2017---� Application Status Approved_ *A�ppr�oved by DE;It.Approvals by DBPR shall be reviewed and ratified by the e-POC jnna/or the Commission if necessary. Comments Archived ❑ Product Manufacturer Vi Win Tech Address/Phone/Email 2400 Irvin Cobb.4 k-k-4WORK SHALE_COMPLY WITH PREVAILING Paducah,KY 42000DES FLORIDA BUILDING CODE, (270)ler@vi in t?Y�`tj� , swheeler@viwint I:AL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS Authorized Signature Steven Wheeler ORDINANCES swheeler@viwintech.com Technical Representative Steve Wheeler r 'JIEW DATA-:FEB 2 0 2019 Address/Phone/Email 2400 Irvin Cobb Dr CITY OF ZEPHYRHILLS (270)38-4 31003 PLANS EXAM.1INEFR swheeler@viwintech.com �v 1 Quality Assurance Representative Ronnie WIlliams Address/Phone/Email 2400 Irvin Cobb Dr Paducah,KY 42003 (270)538-4437 rwilliams@viwintech.com Category Wlty' �dows l ,- Subcategory Si g e-Hung ✓ Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/17/2018 Date Validated 01/18/2018 Date Pending FBC Approval Date Approved 01/22/2018 i Summary of Products FL# Model,Number or Name Description 'SL"3100"hp-SH 5375 — — _ 3100 SHORELINE PVC SINGLE HUNG NON-IMPACT FULLY REINFORCED 53x75 Limits of Use Certification Agency Certificate —� Approved for use in HVHZ:No FL8957 R11 C CAC NI008095.02-R7.pdf Approved for use outside HVHZ:Yes FL8957 R11 C CAC N1008095.03-R9.pddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +75/-75 05/31/2019 Other:FRAME MATERIAL TO BE RIGID PVC FROM VISION Installation Instructions EXTRUSIONS LTD.AAMA CERTIFIED(VEX-1). FL8957 R11 11 08-00159C .pdf Verified By: Luis R. Lomas P.E. FL 62514! Created by Independent Third Party:Yes Evaluation Reports FL8957 R11 AE 511305C.(�df Created by Independent Third Party: Yes 8957.2 SL 3100 i SH 5275 SHORELINE 3100 IMPACT SINGLE HUNG 52X75 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8957 R11 C CAC NI008082.01-R8 polf Approved for use outside HVHZ:Yes FL8957 R11 C CAC N1008082.02-R7.pdf Impact Resistant:Yes Quality Assurance Contract Expiration'Date Design Pressure: +70/-70 04/30/2019 i Other:FRAME MATERIAL TO BE RIGID PVC FROM VISION Installation Instructions EXTRUSIONS LTD.AAMA CERTIFIED(VEX-1).""NOT TO BE FL8957 R11 II 08-00184G 3100SH IMP-Install pddf INSTALLED 30'OR HIGHER ABOVE GROUND LEVEL"-GLASS Verified By: Luis Roberto Lomas 62514 INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Created by Independent Third Party:Yes FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE NOA Evaluation Reports d FOR KURARAY INTERLAYERS-"Safety Glass on outside pane FL8957 R11 AE 511011G-3100 SH IMP.Evaluation.pdf required in HVHZ zones" Created by Independent Third Party: Yes ' Back fdext � 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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: liii' _ � ecl:zk Credit Card Safe i I I I i REVISIONS REV DESCRIPTION DATE APPROVED A UPDATE TO 2007 FBC 01/06/09 R.L. B REVISED NOTES 03/09/12 R.L C REVISED INSTALLATION DETAILS 07/20/15 R.L NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS. 1 ALL FASTENERS TO BE CORROSION RESISTANT. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19.. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR PROVIDED. ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM 1S REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0712112015 VINYL WaooOIRVINEcoeBOD�vEES, INC ``\\\\\S 1R I1Lo PADUCAH. KY 42002 `v,•��GENS�9s�� TABLE OF CONTENTS SHORELINE SINGLE HUNG NON — IMPACT =*�• 0yy-�51SHEET N0. DESCRIPTION FULLY REINFORCED 53" X 75" ^, +�iv/(�cNOTES -pSTA 1 NOTES DRAWN: DwD No. REV �[ORIOQ: 2 ELEVATIONS R.L.� 08 50001159 C ��iONA 11E�� 3 — 9 INSTALLATION DETAILS NTS �� 7/25/07 1 OF 9 REVISIONS REV DESCRIPTION DATE APPROVED 53" MAX FRAME WIDTH 53" MAX FRAME WIDTH A UPDATE TO 2007 F6c 01/06/69 R.L. 16" B REVISED NOTES 03/09/12 R.L. 6" MAX MAX O.C. 6" MAX LLL�� 6" MAX I I MAX O.C. 6" MAX C REVISED INSTALLATION DETAILS 07/20/15 R.L. 6" MAX 6" MAX 12" J MAX O.C. 14" MAX O.C. MAX 75" FRAME MAX HEIGHT FRAME HEIGHT // O ❑ 4252 FRAME(OPTIONAL) X FIN INSTALLATION 6" MAX 6" MAX f O SHORELINE SINGLE HUNG WINDOW SHORELINE SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW 4252 FRAME(OPTIONAL) FRAME FLUSH INSTALLATION FIN INSTALLATION FLUSH INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +75.OPSF NONE w7l, 4252 FRAME(OPTIONAL) FLANGE INSTALLATION SIGNED:0712112015 NOT 1. VINYL SASH SIZE: 49 1/4" X 37° VINYL W400oIRVIN ECOBBODROIVEES, INC �I(07j'ii 2. MAXIMUM D.L.O.: 46 3/4" X 33 3/4" PADUCAH, KY 42002 v••VGENo 9s�� ------- ---- — ------ - -- -- --- — — — -- SHORELINE SINGLE HUNG NON — IMPACT *• A�51 *_ FULLY REINFORCED 53" X 75" ELEVATIONS ';:-, TATE OF DRAWN: owc NO. REV F•R(p R IOP•�� R.L. 08-00159 C ssIONAI scALE NTS DATE 7/25/07 SHEET2 OF 9 �LIIIIIII111�� REVISIONS 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE 3 4" MIN / -{�----�{ A UPDATE TO 2007 FBC Ol/06/09 R.L. WOOD FRAMING EDGE DISTANCE I I B REVISED NOTES 03/09/12 R.L. OR 2X BUCK BY OTHERS >T FEMBEDMENT MIN. 1/4" MAX. C REVISED INSTALLATION DETAILS 07/20/15 R.L. METAL SHIM SPACE { STRUCTURE BY OTHERS BACKER ROD 1/4" MAX. APPROVED & APPROVED a SHIM SPACE SEALANT a SEALANT o � l #10 0 a 0 a #10 WOOD SCREW SELF S OR SELF DRRI LLING SCREW EXTERIOR EXTERIOR INTERIOR �o O INTERIOR �o OO O NOTES: O 0 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 I° I° I I I I SILL TO BE SET QIN A BED OF I Q SILL TO BE SET ° ❑ ❑O APPROVED SEALANT O ❑ ❑O IN A BED OF APPROVED SEALANT BACKER ROD BACKER ROD & APPROVED 1/4" MAX. & APPROVED SEALANT SHIM SPACE SEALANT 1/4" MAX. SHIM SPACE WOOD FRAMING METAL OR 2X BUCK -T STRUCTURE BY OTHERS BY OTHERS SIGNED:0712112015 VINYL WINDOW TECHNOLOGIES, INC \oNxlIIllIII/7� VERTICAL CROSS SECTION VERTICAL CROSS SECTION 2400 IRVI KOB42002E WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATIONPADUCAH - HEAD AND SILL SHOWN,JAMBS SIMILAR HEAD AND SILL SHOWN,JAMBS SIMILAR SHORELINE SINGLE HUNG NON - IMPACT *• OyE251 �'= FULLY REINFORCED 53" X 75' ' 5 INSTALLATION DETAILS ��0• TAT OF DRAWN: DWG NO. REV %O�••�� •�� R.L.LE DATE 08 s00T159 C �11��\\\� NTS 7/25/07 3 OF 9 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED A UPDATE TO 2007 FBC 01 06 09 R.L. CONCRETE/MASONRY � / / BY OTHERS < B REVISED NOTES 03/09/12 R.L. a`- .. .. e a a 1 1/4" MIN. C REVISED INSTALLATION DETAILS 07/20/15 R.L. OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET 1 �- BACKER ROD a & APPROVED 1 MAX. SEALANT SHIM SPACE OQ 3/16" TAPCON EXTERIOR 0 °= a 0 a o, INTERIOR I I I BACKER ROD & APPROVED O SILL TO BE SET NOTES. SEALANT IN A BED OF 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, ❑ ❑ APPROVED SEALANT NOT SHOWN FOR CLARITY. OPTIONAL 1X BUCK 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEE NOTE 3 - 7 DESIGNED IN ACCORDANCE WITH ASTM E2112 SHEET 1 1/4" MAX. SHIM SPACE CONCRETE/MASONRYBYOTHERS } SIGNED:0712112015 VINYL WINDOW TECHNOLOGIES, INC ,I/r/�� a, 2400 IRVIN COBB DRIVE \\\\fig R•.L p�ij/� a` PADUCAH, KY 42002 \GEN,9*.p�� -- — °-°- -Q °—"-" - ---- --�-- -- - SHORELINE SINGLE HUNG NON - IMPACT : 0 51� : - - c FULLY REINFORCED 53" X 75" INSTALLATION DETAILS ;:-A, TAT OF VERTICAL CROSS SECTION DRAWN: DWG No. REV -;iV. 'c[0R1pP CONCRETE/MASONRYINSTALLATION R.L. 08-00159 C //ss� HEAD AND SILL SHOWN,JAMBS SIMILAR SCALE NTS °ATE 7/25/07 SHEET 4 OF 9 77'//ONA i 10\\\ 1/2" MIN. REVISIONS EDGE DISTANCE 3/4" MIN I��III REV DESCRIPTION DATE APPROVED WOOD FRAMING EDGE DISTANCE A UPDATE TO 2007 FBC 01/06/09 R.L. OR 2X BUCK I I BY OTHERS 1 1/4" MIN. 1/4" MAX. B REVISED NOTES 03/09/12 R.L. EMBEDMENT METAL SHIM SPACE C REVISED INSTALLATION DETAILS 07/20/15 R.L. t I STRUCTURE BY OTHERS BACKER ROD 1/4" MAX. APPROVED & APPROVED a SHIM SPACE SEALANT u SEALANT )F n l nnJ 0 0 0 a Egg 11 10 WOOD SCREW S OR N SELF DRILLING SCREW EXTERIOR 0� 0 EXTERIOR ot INTERIOR INTERIOR I I I I II Q SILL TO BE SET B IN A BED OF II O SILL TO BE SET O ❑ ❑O APPROVED SEALANT O ❑ ElO IN A BED OF APPROVED SEALANT BACKER ROD BACKER ROD & APPROVED & APPROVED SEALANT SHIM SPACE SEALANT 1/4" MAX. SHIM SPACE METAL WOOD FRAMING STRUCTURE OR 2X BUCK BY OTHERS BY OTHERS SIGNED:0712112015 VERTICAL CROSS SECTION VINYL WINDOW TECHNOLOGIES, INC ��111IrrIII,, VERTICAL CROSS METAL STUCTURE INSTALLATION IRVIN G BUCK INSTALLATION HEAD AND SILL SHOWN,JAMBS SIMILAR 2PADUCAH KY 4200002E WOOD FRAMINGOR2X \J\S\ ENS�'s1,9s�� \' E` HEAD AND SILL SHOWN,JAMBS SIMILAR SHORELINE SINGLE HUNG NON - IMPACT f*• , NOTES: ////��''((''��( r 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FULLY REINFORCED 53" X 75" =-v; �` NOT SHOWN FOR CLARITY. INSTALLATION DETAILS 1 -0,A• TAT OF 2 DESIGNEDPERIMETE�NACCORDANCEWITHASTME2I AND JOINT SEALANT BY S�OBE DRAWN: DWG NO. REV G\�'�� R.L. DATE 08 s00159 C NA11��` NTS 7/25/07 5 OF 9 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY A UPDATE TO 2007 FBC 01/06/09 R.L. BY OTHERS a < a .° B REVISED NOTES 03/09/12 R.L. 1 1/4" MIN. C REVISED INSTALLATION DETAILS 07/20/15 R.L. OPTIONAL 1X BUCK d. ' EMBEDMENT SEE NOTES 3 — 7 SHEET 1 BACKER ROD a& APPROVED 1/4" MAX. SEALANT SHIM SPACE O0 3/16" TAPCON EXTERIOR t INTERIOR I u I I O SILL TO BE SET O IN A BED OF NOTES: BACKER ROD El APPROVED SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, & APPROVED ❑ NOT SHOWN FOR CLARITY. SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 — 7 SHEET 1 } SIGNED:07/21/2015 CHNOLOGIES, INC CONCRETE/MASONRY VINYL WINDOW TE BY OTHERS ° ° a �' 2400 IRVIN COBB DRIVE �� s R�ILIO�///i/ a • PADUCAH, KY 42002 v••�DENs�9(p.1 ° _ _ SHORELINE SINGLE HUNG NON — IMPACT *•• _ _ _ _ _ v gGl1w, FULLY REINFORCED ETA X 75"INSTALLATION DETAILS �- VERTICAL CROSS SECTION 0 DRAWN: owc No. REV �( P CONCRETE/MASONRYINSTALLATION 59 C //FS•.OFjID,G�� HEAD AND SILL SHOWN,JAMBS SIMILAR R.L. 08-001 SCALE NTS DATE 7/25/07 001 OF 9 1/2" MIN. REVISIONS EDGE DISTANCE 3/4" MIN REV DESCRIPTION DATE APPROVED WOOD FRAMING EDGE DISTANCE I A UPDATE r0 2007 Eec of/oe/os R.L. OR 2X BUCK I I B REVISED NOTES 03/09/12 R.L. BY OTHERS 1 1/4" MIN. 1/4" MAX. EMBEDMENT METAL SHIM SPACE C REVISED INSTALLATION DETAILS 07/20/15 R.L. t I STRUCTURE BY OTHERS 1/4" MAX. APPROVED 0 BACKER ROD SHIM SPACE SEALANT & APPROVED SEALANT ❑ ❑ 0 a 0 0 10 WOOD SCREW S S OR � SELF DRILLING SCREW EXTERIOR EXTERIOR t 0= INTERIOR Q INTERIOR I� la I I I I SILL TO BE SET I SILL TO BE SET Q IN A BED OF Q IN A BED OF 0 ❑ ❑O APPROVED SEALANT ❑ ❑O APPROVED SEALANT BACKER ROD BACKER ROD & APPROVED 1/4" MAX. & APPROVED SEALANT SHIM SPACE SEALANT 1/4" MAX. r SHIM SPACE METAL WOOD FRAMING —T STRUCTURE T OR 2X BUCK BY OTHERS BY OTHERS SIGNED:07/21/2015 VERTICAL CROSS SECTION VERT/CALCROSSSECTION METAL STRUCTURE INSTALLATION VINYL WINDOW TECHNOLOGIES, INC \\�\++IRllL0/,,,, WOOD FRAMING OILLAR PADUCAH, Y 42002 N HEAD AND SILL SHOWN,JAMBS SIMILAR 2 K COBB DRIVE HEAD AND SILL SHOWN,JAMBS SI �v %oF-N0,..,p'% NOTES: SHORELINE SINGLE HUNG NON - IMPACT =*• 0 61 FULLY REINFORCED 53" X 75" -0 *= _ 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, C� NOT SHOWN FOR CLARITY. INSTALLATION DETAILS i�• TAT OF 2 PERIMETER AND OINT SEA WNTIBYOTHERS T E STOBE DRAWN: DWG NO. REV DESIGNED ��'OFs:c[ORIOP R.L. DA1E 08 00T159 C ALE NTS 7/25/07 7 OF 9 2 1/2" MIN. --I REVISIONS EDGE DISTANCE I REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY - I A UPDATE TO 2007 FBC 01/06/09 R.L. BY OTHERS B REVISED NOTES 03/09/12 R.L. e a a 1 1/4" MIN. C REVISED INSTALLATION DETAILS <° 07/20/15 R.L. OPTIONAL 1X BUCK ° ° °: `� EMBEDMENT SEE NOTES 3 - 7 SHEET 1 BACKER ROD a & APPROVED 1 MAX. SEALANT SHIM SPACE OO 3/16" TAPCON n EXTERIOR O O INTERIOR I I I SILL TO BE SET O IN A BED OF O APPROVED SEALANT NOTES: BACKER ROD 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, & APPROVED ❑ NOT SHOWN FOR CLARITY. SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1/4° MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 OPTIONAL 1X BUCK 0 SHIM SPACE SEE NOTE 3 - 7 SHEET 1 SIGNED:0712112015 CONCRETE/MASONRY VINYL WINDOW TECHNOLOGIES, INC ��111111rrr BY OTHERS ° _° n . 2400 IRVIN COBS DRIVE ��\\C, R L p��i�i� a < ' PADUCAH, KY 42002 `��••�GENS-•9�+�� - -_---- ---`---- e c ,. SHORELINE SINGLE HUNG NON - IMPACT ^*• 0,�51 T>; FULLY REINFORCED 53" X 75" 5 - INSTALLATION DETAILS �.A• TAT OF VERTICAL CROSS SECTION �0�.• CONCRETE/MASONRYINSTALLATION DRAWN: DWG NO. REV S,fpRIpP HEAD AND SILL SHOWN,JAMBS SIMILAR SCALE NTS DATE 7/25/07 08 50071890F 9 C �ij�s/ONAL1Ea�� APPROVED REVISIONS SEALANT REV DESCRIPTION DATE APPROVED BEHIND FIN 1 1/4" MIN. A UPDATE TO 2007 FBC 01/06/09 R.L. #8 WOOD EMBEDMENT B REVISED NOTES 03/09/12 R.L. SCREW WOOD FRAMING C REVISED INSTALLATION DETAILS 07/20/15 R.L. BY OTHERS 7/16" MIN 1/4" MAX. EDGE DISTANCE SHIM SPACE O O EXTERIOR I INTERIOR I I #' I 1/4" MAX F SHIM SPACE MR 7/16" MIN EDGE DISTANCE NOTES: #8 WOOD WOOD 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SCREW FRAMING NOT SHOWN FOR CLARITY. 1 1/4" MIN. BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE APPROVED EMBEDMENT DESIGNED IN ACCORDANCE WITH ASTM E2112 SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED:0712112015 HEAD AND SILL SHOWN,JAMBS SIMILAR VINYL WINDOW TECHNOLOGIES, INC \J,\5V. Lo4oIRVIN COBB DVE ` `\v • �GENSFPADUCAH, KY 42002 9s�� SHORELINE SINGLE HUNG NON - IMPACT *.- 0 51251 FULLY REINFORCED T" X 75" INSTALLATION DETAILS �y0_� STATEE OF DRAWN: DWG NO. REv G��'\� L. . DATE O8 SOOT159 C //�S�ONAL1��\�`� NTS 7/25/07 9 OF 9 ?.Lt4_`_'.-"-•.--�.'z ✓.; +q.,i�ti: ;f y�„ "-fie- ^,.,;^'-^'.,.:- _ ... . .r`�;x�`_�w„..7'-..� `' �s� .._ �',•�: :Y.; �.//,,1.t�tlJji �>','' �.r`�'It��rt3.'y^;g• 7-7 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map I Links Search Honda Product Approval USER:Public User Product Approval Menu>Product or Aoolication Search>Application List>Application.Detail FL# - FL-7883�R-13�"" Application Type Revision ._l Code Version (720ff Application Status Approved----- — r'*Approved-by DBPR.-Approvals by DBPR shall be reviewed and ratified by Elie POC and/or the Commission if necessary. Comments Archived Product Manufacturer Vi Win Tech Address/Phone/Email 2400 Irvin Cobb Drive Paducah,KY 42003 (270)538-4431 swheeler@viwintech.com Authorized Signature Steven Wheeler swheeler@viwintech.com Technical Representative Steve Wheeler Address/Phone/Email 2400 Irvin Cobb Dr Paducah, KY 42003 (270)538-4431 swheeler@viwintech.com Quality Assurance Representative Ronnie WIlliams Address/Phone/Email 2400 Irvin Cobb Dr Paducah,KY 42003 (270)538-4437 rwi lliams@viwintech,com Category Windows Subcategory Horiz6n�Slider'---- � Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E 1996 2005 ASTM E1886 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7883 R13 Eguiv 511020A-EO.Ddf I Product Approval Method Method 1 Option A Date Submitted 02/06/2018 Date Validated 02/09/2018 Date Pending FBC Approval 02/15/2018 Date Approved 02/20/2018 I I Summary of Products I FL# Model,Number or Name Description 7883.1 SL 3100 i SG 7463 ShoreLine 3100 Single Glider(Horizontal Rolling)Window, Impact,XO or OX. Fixed-Operating or Operating-Fixed panels. Jamb,Fin,Flange install. HS-050 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL7883 R13 C CAC NI008084 01-RB,Ddf Approved for use outside HVHZ:Yes FL7883 R13 C CAC NI008084.02-R8.(�dff Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 05/31/2019 Other:WHEN USED IN THE HVHZ FRAME COLOR TO BE Installation Instructions WHITE AND OUTER GLASS PANE TO BE SAFETY GLASS.WHEN FL7883 R13 II 08-00207E pdf USED 30FT OR MORE ABOVE GROUND LEVEL OUTER GLASS Verified By: Luis R. Lomas,P. E. 62514 PANE MUST BE SAFETY GLASS. FRAME MATERIAL TO BE Created by Independent Third Party:Yes RIGID PVC FROM VISION EXTRUSIONS LTD.AAMA CERTIFIED Evaluation Reports (VEX-1).GLASS INTERLAYER COMPLIES WITH THE EL-7-U3 213 AE 511020F.Zdf REQUIREMENTS OF THE FLORIDA BUILDING CODE Created by Independent Third Party:Yes ACCORDING TO MIAMI-DADE NOA FOR KURARAY INTERLAYERS. 7883,2-- - SL 3100 SG 7463 __� - -- - -Shoreline PVC Single Glider Non=Impact-Fully-reinforced Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7883 R13 C CAC NI008097.01-R7.pdf Approved for use outside HVHZ:Yes FL7883 R13 C CAC NI008097-R6.pdf Impact Resistant:No Quality Assurance Contract Expiration)Date Design Pressure: +45/-45 05/31/2019 Other: FRAME MATERIAL TO BE RIGID PVC FROM VISION Installation Instructions EXTRUSIONS LTD.AAMA CERTIFIED(VEX-1). FL7883 R13 II 08-00162D.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7883 R13 AE 510281D.pdf Created by Independent Third Party: Yes Back Noxt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement I Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a'personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® Et M Credit Card Safe i i I REVISIONS REV DESCRIPTION DATE I APPROVED D REVISED ANCHORS 02/05/18 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 REQUIREMENTS OF THE FLORIDA BUILDING CODE. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY INSTALLATION DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 19. APPROVED CONFIGURATIONS: OX, XO. THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-'. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0210512018 VIWIN 2400 IRVI NDCOOBB ARID DOORS `\,\.IR IILO PADUCAH, KY 42003 `v•��GENSF•J1�� 3100 SHORELINE PVC SINGLE GLIDER NON—IMPACT .�*�•/�0,.6125�1 Y*_ FULLY REINFORCED 74" X 63" vL{ttii(�ir �1 NOTES ��o, TAT OF- tL TABLE OF CONTENTS ��'A, '*' P SHEET NO. DESCRIPTION DRAWN: Dwc No. 08-00162 RD ��`rSj(.R..T�C'`��` 1 NOTES SCALE NTS DATE 06/03/07 SHEET OF 6 �NAj1E�� 2 ELEVATIONS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 3 — 6 INSTALLATION DETAILS 434-688-0609 dlomas@ldomaspe.wm REMISIONS REV DESCRIPTION DATE APPROVED D I REVISED ANCHORS 02/05/18 R.L. 74" MAX FRAME WIDTH 74" MAX FRAME WIDTH 6" MAX 12 1/2 6" MAX 6" MAX 12 1/2" 6" MAX MAX O.C. MAX O.C. 6" MAX 6" MAX 13 1/2" 13 1/2" MAX O.C. MAX O.C. 63" MAX 63" FRAME HEIGHT MAX / FRAME / HEIGHT 6° MAX 6" MAX 3100 SHORELINE PVC SINGLE GLIDER(SL3100 SG 7463) SHORELINE 3100 SINGLE GLIDER EXTERIOR VIEW EXTERIOR VIEW FRAME INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +45.OPSF NONE NOTES: SIGNED:0210512018 1. MAXIMUM SASH SIZE: 36 1/4" X 60" 2. MAXIMUM D.L.O.: 33 3/16" X 57 7/8° vIWIN TECH 2400 IRVI NDCOOBB DalVE WS D DOORS pii�� PADUCAH, KY 42003 ``��•�\GEA(SF 9s�� 3100 SHORELINE PVC SINGLE GLIDER NON-IMPACT ;*� 0 ,�251 ••�t FULLY REINFORCED X =9 _ --- -------------- -- ------- -ELEVATIONSS ------ TAT 6F DRAWN: DWG NO. REV % A R.L. 08-00162 DHARDWARE /�d'S+ ULE A (1)METAL SPRING LOADED LOCK 8 FROM EACH ENDOF ACTIVE MEETING STILE SCALE NTS DATE 06/03/07 SHEET 2 OF 6 ��/jNA V1%\\ B. (1)METAL INTERLOCKING TILT LATCH AT TOP OF STILES L ROBERTO LOMAS P.E. C. (1)EXTRUDED ALUMINUM REINFORCEMENT BAR AT ACTIVE PANEL MEMBER 1432 WOODFORD RD LEWISVXLE,NC 27023 Luis R. Lomas P.E. D. (1)EXTRUDED ALUMINUM REINFORCEMENT BAR AT FIXED MEETING STILE 434-688-0609 rllomas@lllomaspe.com FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED D REVISED ANCHORS 02/05/18 R.L. 1/2" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS75K 1 1/4" MIN. EMBEDMENT I 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE SEALANT 1/2" MIN. � O O EDGE DISTANCE INTERIOR c� Q #8 WOOD SCREW #S WOOD p o 0 SCREW O O O WOOD FRAMING �o OR 2X BUCK -7 � o BY OTHERS EXTERIOR INTERIOR BACKER ROD EXTERIOR & APPROVED SEALANT I JAMB INSTALLATION DETAIL O SILL TO BE SET WOOD FRAMING OR 2X BUCK INSTALLATION O O IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED 1/4" MAX. SEALANT SHIM SPACE NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. WOOD FRAMING 2. PERIMETER AND JOINT SEALANT BY OTHERS TOBE OR 2X BUCK DESIGNED IN ACCORDANCE WITHASTME2112 BY OTHERS SIGNED:02/05/2018 vIWIN 2400 IRV TECH I NDOCOBB WS oRID DOORS \\\\J\s R 0VE 9�� PADUCAH, KY 42003 `v•��GENS'.•cP�� VERTICAL CROSS SECTION 3100 SHORELINE PVC SINGLE GLIDER NON—IMPACT =*�• �'('�0,�251 WOOD FRAMING OR 2X BUCK INSTALLATION FULLY REINFORCED 74" X 63" FRAME INSTALLATION DETAILSQ•• TATE OF•�` R.L.DRAWN: DWG No. 08-00162 RD ��EV /�FSS,�40R10 aG\N SCALE NTS DATE 06/03/07 sHEET3 OF 6 %//1/1NA11��\\ L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514 434-688-0609 rllomas@IAamaspe.com AII REVISIONS REV DESCRIPTION DATE APPROVED D REVISED ANCHORS 02/05/18 R.L. 9/16" MIN EDGE DISTANCE 1/4" MAX. METAL SHIM SPACE 1/4" MAX. STRUCTURE SHIM SPACE BY OTHERS APPROVED 9/16" MIN. SEALANT EDGE DISTANCE INTERIOR o O f 0 0 0 SMS OR SMS OR SELF DRILLING SELF DRILLING C� SCREW SCREWS n _ METAL � o STRUCTURE BY OTHERS BACKER ROD EXTERIOR EXTERIOR INTERIOR & APPROVED SEALANT I JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION Q SILL TO BE SET O O IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED SEALANT 1/4" MAX. NOTES: SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, METAL NOT SHOWN FOR CLARITY. STRUCTURE r 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BY OTHERS DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:02/05/2018 vIWIN 2400 IRVINDCO BB WS ARID DOORS RI�Lo, VERTICAL CROSS SECTION PADUCAH, KY 42003 \��•�VGENo(p METAL STRUCTURE INSTALLATION 3100 SHORELINE PVC SINGLE GLIDER NON-IMPACT f*41TAYE pg1 �•*= FULLY REINFORCED 74" X 63" =�FRAME INSTALLATION DETAILS _ 7oOF_,-Q _- ----------------- -- - ----- - ------ ---- - — DRAWN. DWC NO. REV ��'�F•'cC0RI SCALE NTS DATE 06/03/07 08 SHEET142 OF 6 D /Y�Sj�NA11E?G�� L ROBERTO LOMAS P.E. P.E. P Lomas 1432 WOODFORD RD LEWISVILLE,NC27023 LUIS R.FL No L as 434-688-0609 rIlomas@lilomaspe.c REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" MIN. D REVISED ANCHORS 02/05/18 R.L. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a ° 4` a 1 1/4" MIN. 1 1/4" MIN. 1/4" MAX. °d °° `< EMBEDMENT SHIM SPACE OPTIONAL 1X BUCK 4. EMBEDMENT SEE NOTES 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS `o v e` BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE OPTIONAL NOTESX3 BUCK 7 SEALANT SHEET 1 a 3/16" TAPCON c� 3/16" TAPCON a. o INTERIOR t� • o 2 1/2" MIN. ,. EXTERIOR EDGE INTERIOR DISTANCE �o ' o OSILL TO BE SET BACKER ROD EXTERIOR BACKER ROD ❑ IN A BED OF & APPROVED & APPROVED ❑ APPROVED SEALANT SEALANT SEALANT OPTIONAL t x BUCK r 1/4" MAX. JAMB INSTALLATION DETAIL SEE NOTE 3 — 7 SHIM SPACE CONCRETFJMASONRYINSTALLATION SHEET 1 t NOTES:1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, CONCRETE/MASONRY NOT SHOWN FOR CLARITY. BY OTHERS ° 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE n ° DESIGNED IN ACCORDANCE WITH ASTM E2112 ,° ° ° SIGNED:0210512018 ° VIWIN TECH WINDOWS AND DOORS \��ttIIII/li��/ Lo 2400 IRVIN COBB DRIVE \\\J\�?R• '�f9�i� PADUCAH, KY 42003 `v,•�\GENS'..,p-! VERTICAL CROSS SECTION 3100 SHORELINE PVC SINGLE GLIDER NON-IMPACT _*�•//,p;(��0 5�1 ` CONCRETE/MASONRYINSTALLATION FULLY REINFORCED 74" X DETAILS :,-p4-a FRAME INSTALLATION DETAILS ��1�• STAT OF. ttT DRAWN: DWG N0. REV %�'OFS'[OR1OP . .R DATE OS 500�62 D L. NTS 06/03/07 5 OF 6 L.ROBERTO LOMAS P.E. Luis R_ Lomas P.E. 1432 WOODFORD RD LEWISVILLE,PIC 27023 FL No.: 62514 434-688-0609 d10maS@1rl0maspe. REVISIONS REV DESCRIPTION DATE APPROVED D REVISED ANCHORS 02/05/18 R.L. APPROVED SEALANT BEHIND FIN 1 1/4" MIN, 1/4" MAX EMBEDMENT WOOD FRAMING 'I SHIM SPACE #8 WOOD WOOD BY OTHERS SCREW FRAMING BY OTHERS 1/4" MAX. #8 WOOD INTERIOR SHIM SPACE SCREW 7/16" MIN j EDGE DISTANCE �� O MIN. EMBEDMENT O T__ 0 0 0 0 APPROVED SEALANT BEHIND FIN O O 7/16" MIN EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK INSTALLATION I I O O o O O NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 1/4" MAX 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:0210512018 } 7/16" MIN VIWIN TECH 2400 IRVI NDCOWS OBB ARID DOORS `SNR IlC0-/Z #8 WOOD WOOD PADUCAH, KY 42003 �� J EfV •.9 �( 3100 SHORELINE PVC SINGLE GLIDER NON-IMPACT k 0 51 *= SCREW FRAMING _ 1 1/4" MIN. BY OTHERS - - FULLY REINFORCED 74" X 63" APPROVED _ EMBEDMENT __ _- _ _ _--- _ __- ____-__ ___ _ --- ------ ---- -- -- -FIN_INSTALLATION-DETAILS--- -- - ---- A0�- TAT OF.-•, - - SEA BEHIND�FIN VERTICAL CROSS SECTION NT DRAWN: DWG NO. REV �i�'s`F-''ZORM G ' 16 WOOD FRAMING OR 2X BUCK INSTALLATION R. NTS DATE 06/03/07 08 SOoEr62 OF 6 D //sIOIIlAI11�N\\\` L.ROBERTO LOMAS P.E. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 LU15 R.FL No L 62514 434-688-0609 Alomas@lrlomaspe.com 'a %;`u'�, b' ", "?•: _�$"h*"^;',i°^*, '"'",,�4, . i''°,,p�.,�yea� � .bra„• y,a; •:�..:'i�.p� i S V t yt2 7 f f '•`�'-1`l)�"irt'i�(C JJ}}'' •yf:. �g y�g� ® t( 4pp � {{ppg¢ II t } *`l it` � 4ie d-4«`^:+^� �, gvz' 13CIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map j Links I Search Florda r c�F Product Approval �� ►USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail-- FL# FL`17355-R3r� Application Type Affirmation Code Version 2 7 Application Status #-,Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Ewindows. - _ Subcategory Ho izo�lider - - Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE ❑ Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ^Yes ryNo !-)N/A FL17355 R3 COC 6thEdFB -FL17 55j)df • r Product Approval Method. Method 1 Option A I Date Submitted 09/14/2017 Date Validated 09/14/2017 Date Pending FBC Approval Date Approved 09/15/2017 Date Revised 01/24/2019 Summary of Products FL# Model,Number or Name Description 17355.1 HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider,XO, Non-impact. Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17355 R3 C CAC CAR 138-1315 Ddf Approved for use outside HVHZ:Yes FL17355 R3 C CAC CAR 138-1316.12df' Impact Resistant:No FL17355 R3 C CAC CAR 138-1334.pdf Design Pressure:N/A Quality Assurance Contract Expiration Date Other:Max.sizes: 74"x 63"and 74"x 72".See installation 10/16/2018 details for DPs.Glass complies with ASTM E1300-04. Installation Instructions FL17355 R3 II CWS-1031A(HS-620.XO).pdf Verified By: Lucas A.Turner PE-58201 ' Created by Independent Third Party:Yesl Evaluation Reports FL17355 R3 AE EvaIReD CWS-1031A(HS-620 XO).pdf Created.by„Independent Third Party:Yes `/ 17355.2 - HS-620 Vinyl Horizontal SlideF XOX HS 620 Vinyl Fiorizorital Slider;XOX,.Non±rr pact. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17355 R3 C CAC CAR 138-1341 pdf Approved for use outside HVHZ:Yes FL17355 R3 C CAC CAR 138-1342. df Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2019 Other:Max.size 111"x 63",XOX 1/3-1/3-1/3 and Installation Instructions 1/4-1/2-1/4.See installation details for DPs.Glass complies FL17355 R3 II CWS-1067(HS-620.XOX)pdf with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17355 R3 AE EvaIReD CWS-1067(HS-620.XOXDdf Created by Independent Third Party:Yes 17355.3 HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl Horizontal Slider,XX,Non-Impact. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17355 R3 C CAC CAR 138-1328.Ddf Approved for use outside HVHZ:Yes FL17355 R3 C CAC CAR 138-1329.(2df Impact Resistant:No FL17 55 R3 C CAC CAR 138-1332.()df Design Pressure:N/A FL17355 R3 C CAC CAR 138-1333.pd Other:Max.sizes: 74"x 63"and 74"x 72".See installation Quality Assurance Contract Expiration!Date detail for DPs.Glass complies to ASTM E1300-04. 12/10/2018 Installation Instructions FL17355 R3 II CWS-1059(HS-620.XX):2df Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17355 R3 AE EvaIReD CWS-1059 (HS-620.XX).pdf Created by Independent Third Party:Yes Back Next 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 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: ini"` WJ gChstk Credit Card Safe I I GENERAL NOTES: HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED Wl�sys5 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. 1121/4"FLANGE WIDTH OCALA,FLORIDA 34474 111"MAX.UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) WW W.CWS.CC 36 11116' 3.CONFIGURATIONS:"XOX". MAX.SASH WIDTH j"H"W6ID - 620 PVC MAX 4.DESIGN PRESSURE RATING: 32 3/4"GLASS DLO 32 3/ -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER A GLASS TABLES ASTM E-1300-04. NON-IMPACT -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 64 FLANGE 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED HEIGHT IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR63" DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR B MAX. WOOD ANCHOR CALCULATIONS.NIT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE Cl) B 587/8' SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z 6 MAX. O C SASH C0 HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED. 6 551/16" Z W D GLASS 8.SERIES/MODEL DESIGNATION HS-620. cc C i g DLO a 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: U X=OPERABLE SASH,O=FIXED SASH A C A W 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR � 6 1/3-1/3-1/3 1121l4'FLANGE WIDTH LOCATION. O Z 111"MAX.UNIT WIDTH 11.EXTERNAL WEEP SLOT=5/16"x 2-1/8"LOCATED 4-1/2"FROM 281/8^ BOTH ENDS. MAX.SASHpy:'\GENg••.,Q �. 53314"MAX SASH WIDTH WIDTH ��JG •''L�,�:. 49 13116' GLASS DLO „v J NO 58201 ,� 241/4' GLASS DLO Lucas A.Turner 2015-06-09 -a'" '�' �9•, STATE dF 641/4" 10:07-04.00 'o FLANGE V��•�•'�.l O R 1 t. 63" HEilril 4�FSS+ONA1 MAX. UNIT XZ HEIGHT �( O �( 58 7/8" 6/8/ 015 SASH LUCAS A.TURNER,P.E. HEIGHT FL PE#58201 55 1/16" 1239 JABARA AVE. GLASS NORTH PORT,FL 34288 DLO PH.941-380-1574 _ SHEET DESCRIPTION: GENERAL NOTES AND 1/4-1/2-1/4 ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES B ELEVATIONS.....1 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EMK 06/02/15 DP CHARTS&GLAZING DETAIL........2 DWG#: REV.: SECTION VIEWS..................................3 XOX 1/4-1/2-1/4 111"x 63" SEE COMPARATIVE ANALYSIS NONE CWS-1067 EXTRUSIONS&B.O.M......................... XOX 1/3-1/3-1/3 CHART, SHEET2 SCALE: ANCHOR SCHEDULE&NOTESES..........5 SHEET INSTALLATION DETAILS.....................6 1:25 1 OF 6 DESIGN PRESSURES FOR 1/3-1/3-1/3 CONFIGURATION WITH GLASS TYPE A OR B IN OPERABLE AND FIXED SASH �q Unit Unit Height 11 J]/7((�jJn�• WidthY 171/2 23 1/2 29 1/2 35 1/2 41 l/2 471/2 53 1/2 59 1/2 63 WINDOW SYSTEMS 53 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 1900 SW 44TH AVE. 59 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 OCALA,FLORIDA 34474 65 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.0 +50.0/-71.3 W W W.CW S.CC 71 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.6 +50.0/-64.5 77 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-67.1 +50.0/-61.4 83 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0!-75.0 +50.0/-75.0 +50.0/-74.7 +50.0/-64.9 +50.0/-60.3 620 PVC 89 1/2 +50.0/-75.0 +50.0/-75.0 +50.0!-75.0 +50.0/-75.0 1+50.0/-75.0 +50.0/-75.0 +50.0!-71.5 +50.0/-61.9 +50.0/-57.4 HORIZ.SLIDER 95 1/2 +50.0/-75.0 +50.0/-72.5 +50.01-67.9 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-59.3 +SO.D/-54.9 NON-IMPACT 101 1/2 +50.0/-75.0 +50.0/-65.9 +50.0!-60.8 +50.0/-59.8 +50.0/-59.8 +50.0/-59.8 +50.0/-59.8 +50.0!-57.1 +50.0/-52.8 111 +50.0/-69.2 +50.0/-57.7 +50.0/-52.1 +50.0/-50.1 1+50.0/-50.0 1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0 -50.0 ui DESIGN PRESSURES FOR 114-1/2-1/4 CONFIGURATION WITH GLASS TYPE A OR B IN OPERABLE SASH,GLASS TYPE B IN FIXED SASH Q Unit Unit Height Width 171/2 231/2 29112 351/2 411/2 1 471/2 531/2 591/2 63 } 53 112 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 m 59 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-66.2 of) Z 65 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-66.3 +50.0/-61.6 0 71 112 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0!-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-62.5 +50.0/-57.9 LD 77 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-59.3 +50.0/-54.9 w 83 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-66.1 +50.0/-56.7 +50.0/-52.3 F cc 89 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-63.8 1+50.0/-54.5 +50.0/-50.2 2: 95 112 +50.0/-65.5 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-52.7 +48.4/ 48.4 v 101 1/2 +50.0/-59.6 +50.0/-54.1 +50.0/-53.8 +50.0/-53.8 +50.0!-53.8 +50.0/-53.8 +50.0/-53.8 +50.0/-51.2 +46.9/ 46.9 w 111 +50.0/-52.1 +46.1/-46.1 +45.0/-45.0 +45.0/45.0 +45.0/-45.0 1+45.0/-45.0 +45.0/-45.0 +45.0/-45.0 +45.0/-45.0 O NOTE:GLASS TYPE B REQ'D FOR FIXED SASH WIDTHS LARGER THAN 36-11/16" 1 1 1 IZI 7/8"OVERALL 7/8"OVERALL ��P�";yOREyy�� 1/8"ANNEALED or TEMPERED 3/16'ANNEALED or TEMPERED �GPo.�"�CEFlSE�i'p'L,� 9/16'AIRSPACE 7/16"AIRSPACE �v:• No 53201 '�7� 1/8"ANNEALED or TEMPERED 3116"ANNEALED or TEMPERED C90; STATE OF ;mow: z� 5/8"GLASS BITE 5/8'GLASS BITE 6/8/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DP CHARTS AND -- --- -- - - - --- GLAZING-DETAILS - - DRAWN BY: DATE: GLASS TYPE A GLASS TYPE B EMK 06/02/15 DWG#: REV.: CWS-1067 - NOTE:IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE: SHEET 1:1 20F6 1 18 3 11 6 3 2 13 // j7/71�r��//n�•� WIfdDOW SYSTF37S 1900 SW 44TH AVE. 0 0 0 0 0o OCALA,FLORIDA 34474 WWW.CWS.CC o0 11 14 o0 620 PVC 3528 0 5 0 HORIZ.SLIDER NON-IMPACT o Q OR 0 b O � } 9 19 31 6 33 34 tD aSECTION VIEW B-B O 1 O > 9 ® 11 Z w 3 cr 3 D_ 4 Cl:4 U 33 w 24 ® 0 19 O z RE ENgFGA,�.. INTERIOR v No 58201 34 :'�• •�9= STATE OF :4Q� 33 O � tC___ I A O R t P� 2`$ 4 36 1 '*l4S/ONWE,%%%� 3 4 1 s 3 6/8/2015 11t D 1 LUCAS A.TURNER,P.E. FL PE#58201 5 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 1 �❑ SHEET DESCRIPTION: p o p o u u SECTION VIEWS 0 0 DRAWN BY: DATE: SECTION VEW A-A EMK 06/02/15 SECTION VIEW C-C DWG#: REV.: ALTERNATE FIN FRAME CWS-1067 - SCALE: SHEET 1:2 30F6 ITEM I PART DESCRIPTION MATERIAL VENDOR PARTS LIST CORNER CONSTRUCTION ((s 1il7(YW/ 1 H-6127 MAIN FRAME PVC ATN 41/8'—�{ WIISdDOW SYSTEPIS 2 H-6135 SASH INTERLOCK RAIL,INT.PANEL PVC ATN 1900 SW 44TH AVE. 3 H-6139 SASH DRAW RAIL PVC ATN 1 4 H-6140 SASH TOP/BTM RAIL PVC ATN 1 1/2• OCALA,FLORIDA 34474 1$ WWW.CWS.CC 5 H-6140 SASH INTERLOCK RAIL,EXT PANEL PVC ATN 6 P-3028 SETTING BLOCK,1/8•x 7/8"x 2" FRANK LOWE 4 5 7 P-3029 SCREEN LIFT TABS STEEL SUMMIT 1/16' 8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN 41/8. 1 15116• Z RNER WELD 620 PVC 1/16" ALLSIDES HORIZ.SLIDER 9 P-3218 SCREEN FRAME ALUM FLA SCREEN r 0L 1:8 10 P-3228 SCREEN SPLINE DAPA NON-IMPACT 11 P-3305 WTSP.,0.187"x 0.270"SOFT FIN AMESBURY 12 P-3511 #8-18 x 0.625"PN PH TEK#2 POINTZP STEEL FASTENAL 13 P-3783 IMPACT SASH LOCK INTERLOCK w 14 P-3784 KEEPER INTERLOCK 15 P-4146 #8-18 x 0.750"FH PH#2 POINT TEK ZP STEEL FASTENAL PVC MAIN FRAME-H-6127 PVC TOP/BTM RAIL-H-6140 0 16 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 17 P-5450 JUMBO WEEP COVER ASSY NYLON ASHLAND �1 11/16' �21/8" m 18 P-5421 0.625"HOLE PLUG NYLON HEYCO .05A- 15@ " 7/16- /16' z 19 P-3511 #8-18 x 0.625"SO PH TEK#2 POINT ZP STEEL FASTENALO 20 P-5428 ROLLER ASSY AMESBURY 1/16' 1/16 1116• � 21 P-5429 EXTERIOR TRACK FILLER INSERT PVC TEAM PLASTICS 1 15/16' 1 15/16" 1 3/16" g 15 Z > 23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER L712 3 O > 24 P-5451 T BLOCK,FIXED SASH NYLON a 25 P-5448 #8 x 1.50"PN PH#2 POINT TEK ZP STEEL FASTENAL a[ 26 S-2004 REINF.,SIDE RAIL ALUM ASCEND PVC INTERLOCK RAIL-H-6135 PVC DRAW RAIL-6139 ALUM INTERLOCK-S-2029 PVC GLAZING BEAD-S-6141 w 05 27 S-20 REINF,MEETING RAIL,INT.PANEL ALUM ASCEND p 28 S-2029 INTERLOCK ADAPTOR ALUM ASCEND 29 S-2030 ROLLER TRACK ALUM ASCEND z 31 S-2043 REINF,MEETING RAIL,EXT.PANEL ALUM KEYMARK 1 1/16" 1116• 1 5/16• 1 5/16• J ll� �I1/111!!l 32 S-2044 REINF.,TOP/BOTTOM RAIL ALUM ASCEND ', 5/1s'—{ �� 1CREW.•...... P T 4� 33 S-6141 0.875"GLAZING BEAD PVC ATN 3 JOSFG�Q 34 GLASS SEE SHEET 15/16' 31 11/16• 111I16' 7 11/I16' �J;' No 58201 35 DOW CORNING 1199 SILICONE 36 PURFECT GLAZE-H",SIKAFLEX552 SILICONE HENKEL/SIKA 1/16 LINE ITEMS NOT USED: ALUM REINF.-S-2043 ALUM REINF.-S-2044 ALUM REINF.-S-2005 ALUM REINF.-S-2004 '9 s STATE OF 411 22,30 l o..° P,:-$�� 1 5/8' 25/16' 'i�CCs•�O R 1 .. r 1 5/8' 1 9/16• I 4 �4S�ONpllopff 1%lk% 13116" 1/16' 57 I 1/16" 9 L 6/8/2015 PVC TRACK FILLER-P-5429 ALUM ROLLER TRACK-S-2030 O LUCAS A.TURNER,P.E. 4' FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 O PH.941-380-1574 SHEET DESCRIPTION: O _ BOM AND EXTRUSIONS- DRAWN BY: DATE: I sns O EMK 06/02/15 1 1/a 1 DWG R: REV L O .: CWS-1067 - NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. sCALE: FIXED PANEL"T"BLOCK SHEET P-5451 1:2 4 OF 6 6-MAX.(TYP.) 14 1/2'MAX.O.C.(TYP.)12 ANCHOR 6"MAX.(TYP.) TYP.) CENTERLINE(TY MTG P.) 1\fWIN�W SYSTEMS I�4"( 1900 SW 44TH AVE. INSTALLATION OCALA,FLORIDA 34474 ANCHOR(TYP.) WWW.CWS.CC 4"MAX(TYP.) 8"MAX O.C.(TYP.) SEE NOTE 2 620 PVC IT . 1 . -.{I 4 THRU FRAME ANCHOR(TYP.) MAX.O.C. X X HORIZ.SLIDER 4°MAX.(TYP.) i SEE NOTE 2 (TYP.) NON-IMPACT INSTALLATION ANCHOR(TYP.) 8" a W Q MAX O.C. for � (TYP.) X O X ANCHOR LAYOUT-(FLANGE) } m 1/3-1/3-1/3 Z O ANCHOR @ MTG RAIL Z > a CENTERLINE(TYP.) 4'(TYP.) O LLI 6-MAX.(TYP.) 13 1/4'MAX.O.C. d L FT 6"MAX.(fYP.) U ANCHOR LAYOUT-(FIN) U) w 1/4-1/2-1/4 and 1/3-1/3-1/3 INSTALLATION 0 L NOTE THRU FRAME ANCHORS @ MTG RAIL ANCHOR(TYP.) p z SEE NOTE 2 ,� tAOREW IF,, 18' MAX.O.C. X O X GENS�•.'QZ (TYP.) v: No 58201 •'�� NOTES: rr %p ••�U: 9 STATE �z 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �i,1S'S,O... 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". ANCHOR LAY -( USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH 1/4-O (FLANGE) UT ( � DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. - xz6/8/ 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.NORTH PORT,FL 34288 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 PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 6. 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-1 X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: EMK 06/02/15 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. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1067 - 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 5 OF 6 MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE (( TJ/] //)�7-LfLn• ��!(YLi6L(SIIU[1L/C� TYPICAL HEAD ANCHORAGE BY OTHERS MIN.EDGE DIST. MIN.EDGE DIST. SUBSTRATE 1/4"MAX.SHIM SEE TABLE 1 WINDOW SYSTEMS SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS - - MIN.EDGE DIST. WWW.CWS.CC SEE TABLE 1 SEE TABLE 1 EMBEDMENT INSTALLATION ANCHOR LA ��❑ 620 PVC PERIMETER SEANT SEE TABLE SEE TABLE 1 HORIZ.SLIDER BY INSTALLER INSIDE AND OUT a MIN. SEALANT BEHIND b O o0 00 SEE TABLEDMENT NON-IMPACT FLANGE BY INSTALLER ��7-1 1/4"MAX.SHIM n . Qoo PERIMETER SEALANT W PERIMETER SEALANT n voo BY NSTALLER Q BY INSTALLER t-z INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND m FLANGE BY INSTALLER SEALANT BEHIND U) INSTALLATION ANCHOR / \ FIN BY INSTALLER 0 SEE TABLE 1 / � HORIZONTAL SECTION rC \ HORIZONTAL SECTION 6 6 TYPICAL FIN ANCHORAGE D TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION z W 0 ccNOTE:ADDITIONAL THRU-FRAME ANCHORS a (AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL, o[ SEE SHEET 5 ANCHOR LAYOUT. W 0 O SEALANT BEHIND 1/4'MAX.SHIM Z FLANGE BY INSTALLER p 0 DREVy PERIMETER SEALANT MIN.EMBEDMENT Z'CP�•�VG E NS� BY INSTALLER SEE TABLE 1 t• No 58201 :�'/� INSIDE AND OUT oo *: * :# SUBSTRATE BY OTHER I MIN.EDGE DIST. SEE TABLE I SEE TABLE I Ot•• STATE OF 4u SEALANT UNDER SCREW A VERTICAL SECTION i�tCs 0 R HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE zz TABLE 1:APPROVED INSTALLATION FASTENERS 6/8/2015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. ___l 9FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" 39 A #RA Al 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" SIDEBY TAND OUT � HORIZONTAL SECTION PH.941-380-1574 ALLER FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-3/4" 2-112" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"FfW TAPCON 1 3/8" 7/8" SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION OR ELCO ULTRACON _ 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" 7/16" EMK 06/02/15 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: 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 CWS-1067 IF 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6 i1 � ' INSTR#2019021355 OR BK 9855 PG 3108 Page 1 of 1 02/07/2019 11:46 AM Rcpt:2026788 Rao: 10.00 DS:0.00 IT:0.00 Paula S. UX66 Ph.D., Pasco County Clerk&Comptroller r Permit Number D.'2-aIG-a(-0000-- 6a j 00 on t p Parcel ID Number NOTICE OF COMMENCEMENT State of Florida TtaS;NREA IS RESERVED FOR CLERK OF THE COURT CERTIFICAiiON County of Pinellas THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. 1.Dascription of Property(legal des cNpUon): r-pM ,X u i; c.,,R 6F AX 0 OF 5C-e'y'fiA car i t65 F-, 6oS44 ISO Fr a)Street Qob)Address: 39,30!1 !'ny g0 R- Lt2 2.General description of Improvements: Q,L�t.� i,zLkAbOL,6 3.Owner Information or Lessee Information If the Lessee contracted for the improvement: a)Name and address: MAtZSj1,4t__SC`sA 5gt0 W�.►(Ag.V'T M Q4XL►r � 33S"? b)Name and address of fee simple titleholder Of different than Owner listed above) c)Interest in property: Gw y&-W- 4.Contractor Information a)Name and address: Lipton Window and Door,2438 Merchant Ave,Odessa,FL.33556 b)Telephone No.: 727-372-2455 Fax No.:(optional) S.Surety Of applicable,a copy of the payment bond is attached) a)Name and address: b)Telephone No.: c)Amount of Bond: $ 6.Lender a)Name and address: b)Telephone No.: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: a)Name and address: b)Telephone No.: t Fax No.:(optional) 8,e.ln addition to himself or herself,Owner designates of to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b),Florida Statutes. b)Phone Number of Person or entity designated by Owner. 9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 year from the date of recording unless a different date is specified): ,20 WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEk BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under by of perjury,I edare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my kno ed be x Cqu-Q*i L E 1v '�kpz S tm'l.sEk re of ease,or Owner's or Lessee's(Authai W oOf tcedDhctxMarmbr/manager) (Pdrd Name and Provide SIgnabrys Tttle/OAlce) The foregoing Instrument was acknowledged before me this' day of )b 44"Y, ,20 19 by as . (type of a thority,e.g.officer,trustee,ad may In fact) for �� §a.� as d cots (Name d,Perscyhi) (type of authority,...e.g.officer,trustee,attorney in fact) for -.., . I r; (nameiof daily on behalf of whom Instrument was executed). Personally Known ❑ Produced'ID ; Type of ID J Notary Signature ; �i"Inn JANfES KGYIN 1,itDW LL -'• MY COMMISSION#FF914 600 EXPIRES August 31,20t9 c�a15!ts-015.7 - GlwgeNcturyS¢rvkacao ' •i i it t Aq��P.dYW STATE OF FLORIDA,COUNTY.OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT a t aNJ ON FILE OR OF PUBLIC RECORD IN THIS OFFICE ;. end dyer, J"1 WITNESS MY HAND AND OFFICIAL LSSEAL THIS x Qu-, _DAY OF - kJI tQf64�2� PAULA S.O'NE L CLERK&CO ROLLE ` �?� BY DEPUTY CLERK FL�� ' Plan Review Windows & Doors 1) Need manufacturing installation specifications: 2) Must meet sections R308 and R612 of the 2017 F.B.C. 3) If windows are to be installed inside the historical district,_they will need to be approved by the historical committee. 4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise specified, 5) This is for replacement (glass for glass) only. If you wish to change from screen or vinyl windows-to glass,then additional information is required. 6) All windows to wall con n.ections:shalI be left visible for inspection. 7) All labeling and stickers shall remain on windows unt.il;final inspection. 8.) No work shall start without permit first.