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Home My WebLink About21-2677City of Zephyrhills OO' M 5335 Eighth Street Zephyrhills, FL 33542 BAR-002677-2021 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 09/29/2021 !! 1111111MR11 111MICIM! 111111 -om- 0 - - 0 0 6 0 - - - - jrqp-.Vpr CO NKA IGNATURE I' PERMIT EX314ES IN 6 MONTHS PE FIT OFFICE() VITWOUT APPROVED INSPECTION 813-,780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department r. Phone Contact for Permitting Owner's Name t\JM Owner Phone Number I,) I Owner's Address Owner Phone Number L Owner Phone Number JOB ADDRESS LOT # SUBDIVISION Y, VA%1 PARCEL ID# 0 _ZU ' 2 ok?>C) QQCQ0 - moo (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR H ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL -3 fbe- vs� �, DESCRIPTION OF WORK t- A-7 'FP. V,6 WICACW-S a- \ , c in BUILDING SIZE SQ FOOTAGE HEIGHT I ..... ..... =BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE DUKE ENERGY W.R.E.C. =PLUMBING = VALUATION OF MECHANICAL INSTALLATION LILATION =GAS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO R BUILDER COMPANY SIGNATURE REGISTERED FEE CURREN Y Address I License # on kco-1 ELECTRICIAN COMPANY FEE CURREN _1�1/ =N SIGNATURE REGISTERED Address License PLUMBER COMPANY SIGNATURE REGISTERED L_y LN FEE CURREN Address License MECHANICAL COMPANY SIGNATURE REGISTERED LY= FEE CURREN Address License# OTHER COMPANY SIGNATURE I REGISTERED / N FEE CURREN Address License # I 11 11 .... Evil 111111"I'I'm 1111 1111 1144 111 11 11 11 1 1 114 1111111 1 11 11 1111111 ...... -- - - - - - - - - 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, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 clumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500) — Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may bemore restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work. they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by |ow, hcdh the owner and contractor may be cited for misdemeanor violation under otoba law. If the owner o, intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Divis ion—Licen sing Section at 727-847- 8009. Furthermore, if the owner has hired m contractor or oontnactoro, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may bean indication that hn is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSP[tRTAT|ON|K8pACT/WTILIT|ES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing bui|dinQs, or expansion of existing bui|dingo, as specified in Pasco County Ordinance number89-07 and 90-07, as amended. The undersigned also understands, that such #see, as maybe due, will be identified atthe time nf permitting. K is further understood that Transportation |nnpoot Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy' or final power release. If the project does not involve o certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco CountyVVet*r/Suvver Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter713, Florida Statutes, as amended): If valuation of work is $2.500.00 or more, | certify that |, the epp|iomnt, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver ittnthe ''ovvno/'prior tocommencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: | certify that all the information in this application in accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development, Application in hereby made to obtain o permit to do work and installation as indicated. | certify that no work or installation has commenced prior to issuance of permit and that all work will be performed to meet standards of all |ewm regulating onnekuntinn. County and City codes, zoning n*Qu|ohnno. and land development regulations in the jurisdiction. | also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is rnyresponsibility toidentify what actions | must take tobeincompliance. Such agencies include but are not limited to: - Department ofEnvironmental Protection -Cypress Bayheeds, Wetland Areas and Environmentally Sensitive Lands, VVater8NaetevvotarTnaatrnont. - Southwest Florida Water Management Diathct-WeUa, Cypress Beyhemds, Wetland Anaeo, Altering Watercourses. - Army Corps ofEngineere'SnovvaUo.Docks, Navigable Waterways, - Department of Health & Rehabilitative 8ervinea/Environnnente| Health Unit4We||a, Wastewater Treatment. Septic Tanks. - USEnvironmental Protection Agency -Asbestos abatement. - Federal Aviation Authority- Runways. | understand that the following restrictions apply tothe use offill: ' Use nffill isnot allowed inFlood Zone ''V''unless expressly permitted. - If the O|| material is to be used in Flood Zone ''/Y', it is understood that o drainage plan addressing a ''oompensating volume" will be submitted at time ofpermitting which is pn*ponad by professional engineer licensed by the State of Florida. - If the fill mote,|o| is to be used in Flood Zone ''A' in connection with a permitted building using stem vvo|| construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, | certify that use of such U|| will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent propertiea, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated byfill, anengineered drainage plan iorequired. |f|omthe AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. | understand that a separate permit may be required for electrical vvork, p|umbing, eignn, vve||s, poo|o, air oonditioning, goo, or other installations not specifically included in the application. A permit issued shall be construed to be e license to proceed with the work and not as authority to vin|aba, oanne|, a|ter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit ioauance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work imcommenced. An extension may be requested, in vvridng, from the Building DOio|m| fora period not toexceed ninety(QO) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. Notary Public Commission Subscribed and (or�affirmedl before m this or has/have produced L=1� as identification. _ Name of Notary typed, printed or stamped Name of Notary type , prin or stam d Cayla Lincoln My Commission GG 156468 Expires 10/30/2021 Notary Public 21 IVA 1qlgQ%yM I Property Identification No. 02-26-21-0180-O0000-0700 1. Description of property (legal deycripfion:) PARK HILL Sub UNIT l P814PG70LOT 70 a) Street Address. 998 16TH STREET, ZEPHYRHILLS, FL 33542 2. General description of improvements Size for size SGO and vAindows to be installed. 3. Owner Information a) Name and address: MURPHY ANTHONY & ESTES HEATHER 6048 16TH STREET ZE 'HYRHILLS, FL 33542 b) Name and address of fee simple titleholder (if other than owner) c) Interest in property 100% 4. Contractor Information a) Name and address: Reece Build— 7181 30th Ave N Saint Petersburg, FL 33710 b) Telephone No.: 727-522-3035 5. Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: 6. Lender a) Name and address: Fax No. (Opt.) 239som 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served; a) Name and address: b) Telephone No.: Fax No. (Opt.) 8, In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date specified): WE lima 190012vii Print Name W ,#/ 1 Oki The foregoing instrument was acknowledged before me this /9 / of 2z by as C)"YVT (type of authority, e.g. officer, trustee, arto m- infact) for (name of party on behalf of whom *instrument Personally Known OR Produced Identification Notary Signature Type of Identification Produced 7)1 Name (print) Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I ve read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Notary Public State of flojn�da SignaWm of Manual P— Sipis Ab"� Christopher Joseph Natal My Commission HH 0886WW E pires 02103IM5 ly X E^A^0%EF1 Sl'ATE OF FLORIDA, COUNTY OF PASCO -MUE AND CORRECT COPY D")(", , JMENT ON FIE OR OF PUSUC REMAD N TH6 OFFICE " J SEAL THS jv- 1 2 D MI NIKKI JOU &COMPTROLLL- ER BY-- - ----,.DEPUTY CLERK sby f 711130*4 AV* St Petersburg, FL 33710 W.. 1;1— 727-522-303' , ♦ it5 AWO 7-1 I-B S) �t.. - I rP-`�' s63-337-4762 To Fro aar�'71 7_8L 2 I E Customer Name: 6. Address: 0 Date: S 1 Mea�uxed By. No. Style Location Size in `7 Grids Color Panels Comments V-1 V%4- t/ -79 Lp Ot GTids: —�—() Alarm: Customer Understands Alcedure: F—Yis-dng WIndows Wood — vinyl — Steel Aluminum HOUSf Brick— Wood— Block ><,' I= 5 Wind Velocity (mph) Risk Category Exposure Category Directionality Factor Internal Pressure Coefficient Company: Reece Builders Prepared By: Cory Client Name: Murphy ME= Job Description: windows and doors Project Number: 16728 145 Mean Roof Height 18 2 Building Width (ft) 50 B Building Length (ft) 52 0.85 Roof Slope (x: 12) 4 0.18 Design pressures listed below are: Allowable Strength OPENING DESCRIPTION 0 1 P I E NIN I G I D 1 11 M - E N , S161SIt WIDTH (INCHES) IHIEIGH� SGD DH Window Width of End Zone (a) in feet = 5 5/25/2021 1:42 PM 1/4/2021 Florida Building Code Online OEM, a0 loiida Product Approval r * USER: Public User ELQLu(.t--Approval —M-1nU > LradjL—t2-r—Application > App-LLc �onU t > Application Detail FL # FL11411-R8 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Regency Plus Inc Address/Phone/Email 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3,;&74, -w-, tony@cwbyr,pi Authorized Signature Tony Procopi tonY@cwbYr,R,k.C,0,lT Technical Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel, SD 17851 (570) 339-3374 joek@window-pros.info V V J-) �A, "I"",Z, 4 do r, Quality Assurance Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. AN Mount Carmel, PA 17851 (570) 339-3374 joek@window-pros.info Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Windows Horizontal Slider Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute SIABSgrA AAMA/WDMA/CSA 101/l.S.2/A440 TAS 201 TAS 202 TAS 203 Y-em 2008 1994 1994 1994 Florida Licensed Professional Engineer or Architect ELIIAIJ-Ra-Equiv EERNo2520 Rev2 FL11411_ 2000 5405 H ss Off https://www.floridabuilding.org/prlpr�_app_dti.aspx?param=wGEVXQwtDqv8JyqqZ9WuEOl %2bBMpxP5CWESYEZ3q22SEVFKN9rcaciA%3d%3d 1/2 1 /4/2021 Florida Building Code Online Product Approval Method Method 1 Option A 0 Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval Date Approved 11/17/2020 Summary of Products I —1 FL # Model, Number or Name I Description 11411.1 Series 2000 Series 2000 Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11411 R8 C CRC NIQ06137 R9 pdf Approved for use outside HVHZ: Yes 1 Quality Assurance Contract Expiration Date Impact Resistant: No € 03/31/2027 Design Pressure: +40/-40 I Installation Instructions Other: j FL11411 R8 II RPLS0055 R�vB 2000 HS XOX ss p�1f Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports F411411 R8 Ap�lf Created by Independent Third Party: Yes 11411.2 Series 5405 Series 5405 Impact Vinyl Horizontal Sliding Window Limits of Use i Certification Agency Certificate Approved for use in HVHZ: Yes FL11411 RS C CAC NIOQ 8 - Approved for use outside HVHZ: Yes ; Quality Assurance Contract Expiration Date Impact Resistant: Yes i 11/30/2021 Design Pressure: +55/-55 Installation Instructions Other: FL714' j R8 II �p�Sn_05C�_ga«P 5405 HS XO ss p1 Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes 1 Evaluation Reports j FL114tt R8 AE P�RLyo252Q Rev2 F I14 1 2000 5405 HS ss � Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stoneggad, Tallahassee FL 323Qo Phone• 550.4$7-1824 The State of Florida is an AA/EEO employer. C�QRysjght 2007-20� 3 State of Florida :: Privacy Sta m nt Accessibility Statement :: EjtUDJ_atQtej= 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 . https:l/www.floridabuilding.orglpr/pr_app_dti,aspx?param=wGEVXQwtDgv8JygqZ9WuEOl%2bBMpxP5CWESYEZ3g22SEVFKN9rcaciA%3d%3d 2/2 PLUS, INC. SERIES Or N NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHERE 1X BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETE/MASONRY SUBSTRATE, DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO AAMA/NW WDA 101/I.S.2-97. SEE TEST REPORT NO. NCTL-210-2661-2 DATED 4/6/01 BY NATIONAL CERTIFIED TESTING LABORATORIES, ORLANDO, FL FOR DETAILS. 5. MATERIAL: 5.1. FRAME: EXTRUDED RIGID PVC. 5.2. REINFORCEMENT: GALVANIZED STEEL TUBE - CENTER HOLLOW OF ACTIVE PANEL MEMBERS (RAILS AND STILES). 6. GLAZING: 6.1, GLAZING DETAIL AS TESTED: 7/8' NOMINAL O.A. IGU COMPRISED OF 2 LITES OF 1/8' TEMPERED GLASS AND DESICCANT STEEL SPACER. ACTIVE PANELS INTERIOR GLAZED USING SEALED INSULATING GLASS WITH A DUAL DUROMETER BACK BEDDING AND A SNAP -IN RIGID DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD. FIXED PANEL INTERIOR GLAZED WITH A FOAM TAPE BACK BEDDING AND A SNAP -IN DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD, 6.2. AS TESTED GLAZING MEETS ASTM El300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMAIWDMA/CSA 101/1.S.2/A440 SHALL BE ALLOWED PER ASTM E1300. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 114". 9. FOR ANCHORING INTO CONCRETE/MASONI P fB ,"1'1, i"T ?4 M> p TAP„OO, ,I{liTF SU6);IC(ENT K.ENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 118" MINIMUM EDGE DISTANCE AND T MINIMUM t�E3MEPF'�1r+rtef#lA'�fYl/if2Y I7K"2" MINtMUM'EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +1- 1" TOLERANCE, 11. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE TOLERANCE, 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 13.1. WOOD - MINIMUM SPECIFIC GRAVITY OF (G) 0.42 (NON-HVHZ) 13.2. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY > 117 PCF 13.4. METAL STRUCTURE: STEEL 18GA (0.0428"), 33KS1 OR ALUMINUM 6063-T5 0.048" THICK MINIMUM 14. APPROVED CONFIGURATIONS: XOX, OX AND XO. TABLE OF CONTENTS SHEET DESCRIPTION 1 NOTES 2 ELEVATION & ANCHORING 3 INSTALLATION DETAILS ? Z Q S=mO 0 r� m jdazwSS�sz L �ryw NO 5 j U Q Q Z U J o � Z o � N O O U w of w U Robert J. Amoroso, P.E. Flodoa P.E. No. 49752 w` `�" N t97S2 at3a r x Digitally signed. by f6bertJ Ar6oruso Date: 2018.02.02 13:33:02-05'00' PTC Product Design Group, LLC Z Son 520775 Longwood, FL 32752-0775 321-690-1788 info@p[cr rp.com FBPE Certificate of Autfmd h- No.25935 MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. PERIMETER SEAL BY OTHERS HEIGHT EXTERIOR PERIMETER SEAL BY OTHERS INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. INSTALLATION ANCHOR. WOOD INSTALLATION NOTES SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: TYPE REQUIRED. I.I. WOOD FRAMING 91. STEEL STUD FRAMING AND 1.3. CONCRETE AND/OR MASONRY MIN. EMBEDMENT, SEE 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND NOTE 5 THIS SHEET. CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHERE 1X BUCK IS NOT USED, DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114". 1/4- MAX. J 5. SUBSTRATE ANCHORING METHODS: SHIM SPACE 5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16' HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 11/8" MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- I"TOLERANCE. 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 5.3. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- P TOLERANCE. 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. INTERIOR MIN. EMBEDMENT, SEE NOTE 5 THIS SHEET. INSTALLATION ANCHOR. WOOD SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE REQUIRED. MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. 1/4" MAX. SHIM SPACE INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 MIN. TO 3 THIS SHEET. EMBEDMENT, SEE NOTE 5 THIS SHEET. MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE VERTICAL CROSS SECTION REQUIRED. WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED 1/4" MAX. SHIM SPACE 112111141. -PERIMETER SEAL EXTERIOR BY OTHERS WINDOW WIDTH HORIZONTAL (JAMB) CROSS SECTION WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED Q Z 2 Lry t/1 = J q a 0 zD W 2 � O N Robert J. Amoroso, P.E. Fbrba P.E. No. 49752 NiaNpit .. s` r N 44752 o e c�"n QRSD x;oasts' Digit4lly sighed by Ebert J 4rorU50 Date: 2018.02.02 13:33:27-05'00' PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 321-690-1788 Info@ptccorp.com FBPE Certificate of Authorization No. 25935 1/4/2021 Florida Building Code Online BCIS Nome I Log In 1 User Registration i Hot Topics 1 Submit Surcharge I Stats&Facts Publications Contact Us j BCISSite Map Links Search rProduct Approval USER: Public User ErgAUgt ApaEgyaLMen t or Application > Application List > Application Detail .0 > ELQdUg _p _p_LKqtnn _. _ FL # FL28486-R2 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Tony Procopio 2000 Locust Gap Hwy Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com REIVIEV,"�'," C ILA N A Windows Double Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute 510!nAag AAMA/WDMA/CSA 101/I.S.2/A440 Method I Option A YQM 2011 Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqvsWZ7iutEqYpU7vOmfZjgUK99bH7YOlhw2605Lao3tiw°/�3d`/`3d 1/2 1 /4/2021 Date Approved 11/20/2020 9 Summary of Products FL # Model, Number or Name Description 28486.1 Series 8313 Vinyl Tilt Double Hung Series 8313 Vinyl Tilt Double Hung Window 53" x 77" Non- WIndow Impact Through .iamb Anchoring. e Limits of Use Certification Agency Certificate Approved for use in HVHZ. No EL28486 R2 C CAC NI014 62 1-RI.p-jt: Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date ! Impact Resistant: No 10/31/2022 Design Pressure: +50/-50 Installation Instructions Other: [ FL28486 RZ II RPL50076 RevQ 5eries-8313-13H ss.pdf f Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports 1 FL28486 R2 AE PERNo2579 Rev2 FL28486 8313 DH ss.pdf Created by Independent Third Party: Yes Hack Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phane: 850-487-1824 The State of Florida is an AA/EEO employer. Copyri 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 . hops:llwww.floridabuilding.orglprlpr_app__dti.aspx?param=wGEVXQwtDgvsWZ7iutEgYpU7vOmfZjgUK99bH7YOlhw2605Lao3tlw%3d%3d 2/2 REGENCY PLUS, INC. SERIES 8313 VINYL TILT DOUBLE HUNG WINDOW INSTALLATION ANCHORAGE DETAILS NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE A A d A EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 53 " MAX. FRAME WIDTH 2, WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE IX BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHERE 1X BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETEIMASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. ---III--- l 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING. TI 4.1. AAMAfWDM VCSA 10i/I.S.2/A440-11. SEE TEST REPORT NO. NCTL-110-21524-2, DATED 10/16/18 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA. 6" MAX. 5. MATERIAL: 5.I. FRAME: EXTRUDED RIGID PVC O.C. (TYP.) 5.2. REINFORCEMENT: 5.2.1. GALVANIZED STEEL TUBE - TOP RAIL OF SASH AND INTERIOR MEETING RAIL. 5.22. U-SHAPED GALVANIZED STEEL - BOTTOM RAIL OF SASH AND EXTERIOR MEETING RAIL. 6, GLAZING: 6.1. GLAZING DETAIL AS TESTED: 22.1mm (0.870") NOMINAL O.A. IGU COMPRISED OF 2 LITES OF 3mm (0.119") TEMPERED GLASS AND 16.05mm (0.632') STAINLESS STEEL SPACER (TYPE SS-D). INTERIOR GLAZED AGAINST A (2}LEAF DUAL DUROMETER BACK BEDDING AND A SNAP -IN (2KEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. '777--- 62. 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT, ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMA/WDMA/CSA 101/I.S.2/A440 SHALL BE ALLOWED PER ASTM E13001N NOWHVHZ LOCATIONS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM 9-3/8 MAX. ALLOWABLE SHIM STACK TO BEI/4'. 0. C - (- YP , ) 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3116" FLAT HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112" MINIMUM EMBEDMENT INTO CONCRETE WITH i 1/8" MINIMUM EDGE DISTANCE AND 1' MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1" TOLERANCE. 6 MAX. 0 . FOR ANCHORING INTO WOOD FRAMINGR 2X BUCK USE#10 FLAT HEAD WOOD SCREWS WITH IENT LENGTH TO ACHIEVE A I 31&'MINIMU EMBEDMENT INTO SUBSTRATE 3/4OMIN MUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN INELEVATIONSAND INSTALLATION DETAILS. ANCHOR O.C. (TyP . \ J LOCATIONS HAVE +/-1" TOLERANCE. 11. FOR ANCHORING INTO METAL STRUCTURE USE #10 FLAT HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- V TOLERANCE. 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: ELEVATION 13.1. WOOD- MINIMUM SPECIFIC GRAVITY OF G=0.42 13.2. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI EXTERIOR VIEW 13.3, MASONRY -STRENGTH CONFORMANCE TOASTM C-90,MEDIUM WEIGHT WITH DENS"� 117PCF NOTES: 13.4. METAL STRUCTURE: STEEL 18GA (0.D428"), 33KSi OR ALUMINUM 6063-T5 0.048" THICK MINIMUM 1. MAXIMUM TOP SASH SIZE: 49.063" X 37.188"; MAXIMUM BOTTOM SASH SIZE: 50" X 37" 2. MAXIMUM TOP SASH D.L.O.: 45.563" X 33.375"; MAXIMUM BOTTOM SASH D.L.O.: 46.813" X 33.188" 3.0.938" X 0.25" WEEP HOLE AT 1" FROM EACH END OF EXTERIOR SILL FACE. 4. 1.27" X 0.3" WEEP HOLE AT 3.625" FROM EACH END OF EXTERIOR SILL FACE. 5.0.375" X 0.375" WEEP HOLE AT EACH END OF INTERIOR SILL TRACK. TABLE OF CONTENT SHEET DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 INSTALLATION DETAILS 3 BILL OF MATERIALS DESIGN PRESSURE RATING (PSF) IMPACT RATING +50.0/-50.0 NONE ,2 <*r 1Z N 0 0 z 0� F O o Z Z Z w = ESQ mZ r� Z i �Q -00 a�w u t, F U J D ¢ Q 0 U..} Z war Z_d v mw W W LU W N Robert J. Amoruso, P.E. Florida P.E. No. 49752 fggtl0ffg,�f!�� $"~."• N 49762 C� k = a f!tlYYttYiifl+f Digitally signed by Robert J. Arroruso, P.E. Date: 2018.11.21 P10MINITIZ4111111m PTC Product Design Group, U-C PO Box 520775 Longwood. FL 32752-0775 321-690-1788 info@pt-p-in FBPE Certificate of Authorization No. 25935 INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. PERIMETER SEAL BY OTHERS EXTERIOR WINDOW HEIGHT unr PERIMETER SEAL BY OTHERS INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. HEAD BEDDED IN SILICONE SEALANT 1/4" MAX. SHIM SPACE INTERIOR SILL BEDDED IN SILICONE SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED MIN, EMBEDMENT, INTERIOR --SEE NOTE 5 THIS 1/4" MAX. SHEET. SHIM SPACE INSTALLATION ANCHOR. WOOD SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE lo REQUIRED. n�DGE . SEE THIS SHEET. U)O 10 VINSTALLATION 0 21 SUBSTRATE z EXTERIOR PERIMETER SEAL —/ BY OTHERS. SEE NOTES 1 BY OTHERS TO 3 THIS SHEET. z —WINDOW WIDTH Z D W U) a ¢ W w HORIZONTAL (JAMB) CROSS SECTION cz �z WOOD FRAMING, 2X WOOD BUCK, 00 N CONCRETE/MASONRY OR METAL FRAME F- (0 I.- APPROVED z D C) 00 F- 5-, W zo, INSTALLATION NOTES: rY o g 5;z 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1.1. WOOD FRAMING �2 U) 1.2, STEEL STUD FRAMING AND w 1.3. CONCRETE AND/OR MASONRY 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO w U) STRUCTURE. FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE IX BUCK IS NOT USED, DISSIMILAR Robert l Amoroso, P.E. m MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR Fbdda P.E. No. 49752 MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1116" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 49762 5. SUBSTRATE ANCHORING METHODS: 5.1. FOR ANCHORING INTO CONCRETEJMASONRY USE 3/16" FLAT HEAD TAPGONS WITH SUFFICIENT A LENGTH TO ACHIEVE A I 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH I 1/8"MINIMUM EDGE S STA E OF DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE I- I" TOLERANCE. Dig itaAly,Mg pcd;" 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 FLAT HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4"MINIMUM by Rbbert J. EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. Amoruso, P.E. 5.3. FOR ANCHORING INTO METAL STRUCTURE USE #10 FLAT HEAD SMS OR SELF DRILLING SCREWS Date: 2018.11.21 WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL 10:44:42 -05'00' WITH 314"MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +I- I" TOLERANCE. PTC Product DesignGroup, LLC 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. PO Bo. .52 ,., FL �2-7'5'2L L775 321-690.1788 lff.@pt—lp... 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH FSPE Certificate of Ant—Wo ASTM E2112. No. 25935 Series Tech 8313 Non4mpaet Double Hung J Bill of Material Series Tech8313 No mpact Double Hung / Bill of Material Supplier PartNnmbers €t 2!! Qua ... Supplier Fart Numbers Description 4#oan Energl/Royal. IV white106017720'. --"—On Master Freres (H) 2 HygradeMetats:. ST226444-0.052 Operating Sash I(W4) Kasper Sash Iimpact Lock Top IHeavy Reber ': "I Energl / Roya€ : €V White 4060 t7720 Masterframe (M 2 Hygrade Metalk ST487444.0.032 Operating Sash l (W-11 Keeper Sash I Bottom f Ught r abar 1 Enargl t Royal : fir Whits 128217750 Sash Frame (Operating Sash)1(H) 4 Product Deskin H-P$4 : Screen Cup clear 2 eparoi / Royal €V White 1282/7750 Sash Frame (Operating Sash) / JM 4 Product Design H-310:, Screen Clip Clear 2 Energl l Royal , FV White 106717745 Glazing Bead Stop (Operati ng Sashes)k(H) 4 Product Design:, H-808WHZ Weep HolaCoverWhits .: 2 E"41Rnyai PVtVildhe404111745 Glazing; Bead Stop (Opm!!jSashes)I(W) 2 RHProducts HH-86 Vhw Cement inteH4ck Cover tpRwztln§Sash) 1Lock Sash(W) i Energi / Royal lV White 406617747 GWIng 1,11W Handle (Operating Sashes) /(Wi 2 RH Products HH-66 Vinyl Cement Interlock Cover (Operating Sash) / Keapor Saab (W) 1 Enargi/Royal €VWhite 1017317724 Pocket Cover Head I(W) AmesburytTruth 803827 27ib.3Coil/984Ser1eslConstant Force Balance 4 eneigl / Royal MWh#c 1078 fT725 $ash Cover Head (Keeper Sash) / (W) 1 S.i.L Plastic 00165�Gg04 Llttrall End Cap* White 4 Energt 1 Ro al IV While 418017727 Interlock Cover (Operating Sashes) 1(M 3 Smith Stapto SEA 80110 Stainless Steel Staples 310 x 112 Sash (W) (it) 20 Enargif Royal - W White 101017736 Sash Stop Frame Cover t (H) 2 Lindenmeyr W0511022 30PP1248P50-9116 X1318 X 3 Foam Block 2 EMI t Ra at' ' €V White 107017736 Sash Stop Frame Cover Head In I Lamatek 24300=00077 IS Wh€ a Batance Plug 4, Ena " i t R a€ ,. IV Whits 118117738 1 James Spring Wire C6025'. Hurr€cane Grade S dog 4 '. Ultra -Fab _31opedfliff/W W23303NW00oo .210.x.30(1 fin Seat Pocket Cover I 1073177241'FrameHead 1 Nova ardS€r1¢ones 02-MX615061OC2... Accessory Parts Installation Translucent 1 Ultra -Fab W23303N 210 x .300 Fin Seat Pocket Cover / 4101177391frame SW 1 I, Vision Industries 1057A-003}EW Hurricane tiff a b 4 . U€trafab W23343NW0000 .210:x.300Fin :Sea€SashFeanno /1262f7T50fK. rSash. 4 Vision Industries 322OSS-003-EW.. Safe Seal Lock 2 Ultra -Fab W23303NW0o00 .210 x 200 Fin Sea€ Sash Frame H 11282177501 Lock Sash 4 V€sksn industries 8202A-003-EW Safe Seal Keeper 2 Ukra=Fab W23303NW0000 .210 x..300 Fin Seal Sash Frame n 11202177501 Lock Sash t Vision Industries 6987 Pivot Sam IT-Sba d Head 4 Ultra fab E2071 S. 2020 200.x .340 H-Balb Seat Sash Frame 1282 /77501 Lock Sash 1 Frank Lowe 2N0.8K-0.125.032.064 Glass Selling $€ocks Sash Lop 1 Sash H 12 Ultra -Fab W2330INW00o0 AS7x .300 Fin Seal Interlock Cover f 1180177271 Kasper Sash 3 GLF Corporation 112003 # 6132" Td-Rhvot A40127S "p 1 Sash Pivot Bars 12 Uma Fab W2330INW000O .187 x .300 fin Seat Interlock Cover 141 so 17727 / Lock Sash 1 GLF Co aratwn 137341 # 9-40 x 0,850 FlatWafar Shoulder t Sash / Hurricane Latch : 4 Ultra -Fab W112257WOM .270 x 220 Fin Seat Sash Frame (H) 1 Single Leg Screen Frame 2 GLF Corporation 120375 # 8 x 11/4" Tek While Locks 4 Shop" Unlimited 06518NEW192 Single L Frame Now White 3 GLF Corporaflon 146824 # 6 x 1" Tek WhHa / Kee rs 4 ,Shapes Unlimited 06515NEW192 Doubts France Now White 1 GLF Co oration 117,695 # 6 x SW TO 1 Sash Reber H 12 Ado 2584 `. Tension S r€n s 2 GLF Co rattan 117695 #6 x 5/6" Tek t Sash Rebarft 12 Phifor 3002606 Fiberglass Screen Cloth Charcoal 160" x 96' 1 GLF -C radcm 120766 # 9x3/4" Tek t Pao Head. a€anca Shoss 4 "del Plastic USA EX-FLX4"65-81( Scream 8 nine H / 4 GLF Corporation 116606 # 5 x 318" Tak 1 Screen Clips Whits 4 HOW* Metal CK2S2X280 Aluminum Comer Kos 4 GLF; Co oration 401168 #' 12 x 3" Fiat t Installation Screws 10 H rada Meta .:. ST-221i-144 0.052.:. eatM Sash:i -1 Lock Sash I impact Lack Top 1 Heavy Reber ' .I Cardinal Double Sfren ih Tem red O rattn ock Sash 131 T C3661154 FED 131 T . 1: Hy qmde Metals ST-107-144-0.032 I OperatingSash ! (W-1) Lock Sash l Bottom t Light Rebar 1 Cardinal Double Strength Tampered Operating Lack Kasper I aA T 0366/463 FED 13A T 1 0 0 U w o 0 p a is y u q D 9 � � q X<M6 ' z <a 0¢ w Q O p >J_ o�>m N � co w w U) Robert J. Amoroso, P.E. Ronda P.E. No. 49752 �tgrr6rr €rpr `�,yxr4"r%iG6Ma�, Oq�,�c 49792 C.1 _.e 5% STA ;B OF rum Q„o��s� (171y41�A C3�� rONfi4 E�a:`. DigitAy signed - by Robert J. Amoruso, P.E. Date: 2018.11.21 10:44:19-05'00' PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 321-690-1788 Wo@pto—p— FBPE Certificate of Authonraaon No. 25935 5/25/2021 Florida Building Code Online FICIS Home 1 Log In User Registration Hot Topics i Submit Surcharge Stats & Facts t Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User PMg[9-�—tApproval _Menu > Pr t r Appticatian Search > Ajppli ntion Lis > Application Detail FL # FL21704-R6 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97r`' (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks,N[''; fbcl@jeld-wen.Com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeId-wen.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method 01, Exterior Doors Sliding Exterior Door Assem6li, es Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association 514—ndAN AAMA/WDMA/CSA 101/l.S.2/A440 Method I Option A YW—r 2008 Date Submitted 11/18/2020 Date Validated 11/30/2020 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDqulXQ6Wb7W9*/`2b7RZusfczH9WHpdnzb9hD2YIJdhlnj%2bW7w%3d%3d 1/3 5/25/2021 , Florida Building Code Online Date Approved 12/03/2020 Summary,of_Products ._,_........ ...._.._.......... _.... ___. _._.__ _-._.._....__ _-___ __.__ __._____.._-_.__ m _ .. _ ___.___.. FL # Model, Number or Name Description 21704.1 Premium Vinyl (V-4500) Multi -Slide Sliding Patio Door 281.375" x 96" Insulated Glass (3/16" in - 3/16" out Tempered) (Safety Glazing) (XXXXXX) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No E121704 R6 C CAC XXXXXX 1<� PG��53�t96 DP - Approved for use outside HVHZ: Yes` Rif Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-55 01/13/2027 Other: Installation Instructions FL21704 R6 II �1704 R2 II PV M"fSLDR 6P4T XXXXXP � FBC 2la x96 SS 2018-01-14 Rdf FJ_21Z04 R6 II PV MTSLDR 6P4T XXXXXP FBC 281x96 SS 2018-01-14.Rdf i Verified By: Hermes Norero 73778 fCreated by Independent Third Party: Yes Evaluation Reports FL21704 R6 AE PER5389 SS 2918-02 19 Of j Created by Independent Third Party: Yes __.._.....-_.._.-_ ._......._ .._....-__......_.._....-._...._._.........._.__._..__.._.._.__._.._.._.._ ---------- . ...-_-.._.... .----_..__-_-......_._..._.._._._..____._..___...._.-.m. ...____....._..._._._._......._..-....._.._-._. 21704.2 Premium Vinyl (V-4500) Multi -Slide Sliding Patio Door 281.375" x 96" Insulated Glass (3/16" in - 3/16" out Tempered) (Safety Glazing) (OXXXXX) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21704 R6 C CAS OX PG50 118x9.r' DP-5S N.Qw Rff Approved for use outside HVHZ: Yes 217Q4 R6 CAS OXX PGSO i77x96 DPSS New Of Impact Resistant: No F��17Q4 R6 C CAC OXX PGSO 23Sx96 DP SS New Rif Design Pressure: +50/-55 Quality Assurance Contract Expiration Date Other: 01/13/2027 Installation Instructions F2174 P MT PT F 1 1 - FL21ZQ4 R6 II PV MT5 R 3P2T OXX NI FBC 177.X96 SS �Q19-11-22,R,�f FL217Q4 R6 II PV MTSI R 4P2T OXXX NI BF C 2'1x5 96 SS FL217Q4 R6 ��'\LMTSLDR 6P4T OX FBC 2$� 9�c 6 S� 7„Q18-03-14.it,�f Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL21704 0R6 AE PER6476 SS 2019-1 P 1 L21704 R6 AE PER6477 SS 2Q?�� 7�1291f E( 217Q4 R6 PER647$ SS�i)) 9-11-22 Of j Created by Independent Third Party: Yes 21704.3 Premium Vinyl (V-4500) Multi -Slide Sliding Patio Door 190.75" x 120" Insulated Glass (3/16" in - 3/16" out Tempered) (Safety Glazing) (XXXX) Limits of Use Certification Agency Certificate 3 Approved for use in HVHZ: No FL21704 R6 C CAC XXXX LC-PG50 196x120 DP- Approved for use outside HVHZ: Yes SS New.pdf Impact Resistant: No I Quality Assurance Contract Expiration Date Design Pressure: +50/-55 j 03/21/2026 Other: f Installation Instructions FL21704 6 II PV MT CDR 4P?T XXXXP FBA 191x120 SS ( 2018-01-14.RS1f ' Verified By: Hermes Norero 73778 I Created by Independent Third Party: Yes Evaluation Reports FL217�4 R6 AE P�R53�7,�,5,�t�18-02-21 ppff Created by Independent Third Party: Yes i �gnfiact Us :: akgjjajair Stone Road,�ll�,see 32399 PhoneQ 487-1824 The State of Florida is an AA/EEO employer. QRXd0129192 2: 1 ,fit, tP of Florida.:: D2Y2ry 5tAtement :: Ace ssQ ment :: QfUod StOpgment 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 emaiis 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: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqulXQ6Wb7W9%2b7RZusfczH9WHpdnzb9hD2YIJdhlnj%2bW7w%3d%3d 2/3 5/25/2021 , https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu]XQ6Wb7W9°/`2b7RZusfczH9WHpdnzb9hD2YIJdhinj`/`2bW7w%3d%3d 3/3 I.E. TYP. NAI TYPICAL ELEVATION WITH.-FASTENERSPACING Installation Notes: 1 . Seat flange/frame to substrate. Sill shall be set on a continuous serpentine bead of structural grade silicone caulk when no fastener is used to anchor the sill (typical). 2. Use #10 PH or greater fastener through the naiffin with sufficient length to penetrate a minimum of 11/2" into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42) 3. Use #8 PH or greater fastener through the pre -drilled holes in the head, sill and side tracks at both towers with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. See additional details for location and spacing. 4. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the arc •$4b i;AfIrlif record for the project of installation, Digitally s4g, Date: 4-14 This schedule addresses only the fasteners required to anchor the and to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the unit or go to www.jeld-wen.com. 40 7.( DISCLAIMER: 4P This drawing and its contents are confidential and are not to be H reproduced or copied in whole or in pan or used or disclosed to others except as authorized by JELD-WEN Inc. 398 E.,� n mum ONCE 1/2" MIN. MBEDMENT 1/4" MAX. SHIM SPACE N "TYP :CTION ,X. SHIM SPACE /2" MIN. BEDMENT NUM ,NCE NAILFIN / THROUGH FRAME INSTALLATION Max Frame i DP IMPACT 18- NO General Notes: product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted International Building Code (113C), the International Residenfial Code (IRC), the current Florida Building Code (FBC) and the industry requirement for the stated conditions. 2All glazing shall conform to ASTM E 1300. 3. At minimum, glazing is 4.7mm tempered Glass - 12.9mm airspace - 4.7mm tempered Glass 4. Use structural or composite shims where required. I DATE: 11/06/2019 DRAWN BY: SCALE: • J.HAWKINS NTS CHECKED BY: T1TLE: 1GOOSSEN APPROVED BY: 1GOOSSEN RECORD No: D015673 REPOIRT No: NCTL-210-4025-01 11:914 Q2JA I Premium Vinyl Multi -Slide Patio Door 2-Panel 2-Track OX Stack CAD DWG. No.: 1 REV; SHEET PremVinvIMTSOR2 CeII i A � 1 of 8 3I 4" EDGE EDGE DISTANCE 1 1/2" MIN. 1/4" MAX EMBEDMENT SHIM SPACE SEE ANCHORING DWGS 1 4" MAX FASTENER LOCATIONS FROM THRU HEAD/SILL FOR S A CORNERS —1/4" MAX, SHIM SPACE 3/4" MINIMUM co 'MU- O.C. EDGE DISTANCE UTYP. 2 JAMS .1 FRAME 1 1/2" MIN- A I VERTICAL SECTION EMBEDMENT Ti 3/4" MINIMUM EDGE DISTANCE 0 0 0 09 —1/4" MAX- SHIM SPACE Jill - 1 1/2" MIN. FRAME JAMB SECTION (TYP) 1 1 1 - -- V EMBEDMENT HORIZONTAL SECTION I 3 TYPICAL ELEVATION WITH -FASTENER SPACING THROUGH FRAME INSTALLATION 3/4- EDGE Installation Notes: 1 . Seal flange/frame to substrate. Sill shall be set on a continuous serpentine bead of structural grade silicone caulk when no fastener is used to anchor the sill (typical). 2. Use #14 PH or greater fastener through the pre -drilled holes in the head, sill and side tracks at both towers with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. See additional details for location and spacing. For 2X wood frame substrate (min. SIG = OA2) 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the unit b to achieve the rated design pressure and Impact performance {where applicable) up to the size limitations noted. It is not intended as a guide to the insWation process and does not address the sealing consideration that may arise in different wall Conditions. For the complete installation procedure, see the instructors packaged with the 0 unit or go to www.jeld-wen.com. 00 DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others I 396 East except as authorized by JELD-WEN Inc. L hM CE M--axFrame DIP IMPAC�l �F-118 x 96 ___J+50/755 NO General Notes: 1 . The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted international Building Code (IBC), the International Residential Code (IRC), the Curren), Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM El 300. 3. At minimum, glazing is 4.7mm tempered Glass - 12.9mm airspace - 4.7mm tempered Glass 4. Use structural or composite shims where required. DATE DRAWN BY: SCALE: J.HAWKINS CHECKED BY: TrrLE: ► 1GOOSSEN APPROVED BY: 1GOOSSEN -RECORD • D015673 REPORT No: WAFL-210-4025-01 06/2019� 1 3737 LAKEPORT BLVD. - I JELDrWEN6. KLAMATH FALLS OR, 97601 NTS I I PHONE: (800) 535-3931 2-Panel 2-Track OX Stack CAD DWG. No.: I REV: I SHEET PrernVinyIMTSU)R2 Cert I A I 2 of 8 SEE ANCHORING DWGS 4" MAX. FOR FASTENER LOCATIONS FROM THRU HEAD/SILL CORNERS 11 D.C. X TYP. RU JAMB TYPICAL ELEVATION WITH FASTENER SPACING 2 1/2' MINIMUM 2 1/2- MINIMUM EDGE DISTANCE 3 EDGE DISTANCE 4I - - ----------- 1/2' MIN. - 1-1 EMBEDMENT SUCK (OPTIONAL) MAX, SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION Installation Notes: 1 . Seal flange/frame to substrate. Sill shall be set on a continuous serpentine bead of structural grade silicone caulk when no fastener is used to anchor the sill (typical). 2Use 3/16" tapcon or equivalent fasteners through the pre -drilled holes in the head, sill and side tracks both towers with sufficient length to penetrate a minimum of 11/2 into concrete or masonry at each location with a 2 1/2" min. from edge distance. For concrete (min. fc = 3000 psi) or masonry substra! t (CMU shall adhere to ASTM t. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads. to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. � tiAtWIttit. I This schedule addresses only the fasteners required to anchor the unit -ft to achieve the rated design pressure and impact performance (where oft applicable) up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall Conditions. For the complete installation procedure, see the instructions packaged with the unit or go to www.od-wen.com. DISCLAIMER This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others 398 East except as authorized by JELD-WEN Inc. MAX. SHIM SPACE SUCK (OPTIONAL) 1/2' MIN. EMBEDMENT MINIMUM CONCRETE/MASONRY INSTALLATION 1 1/2� MIN. WOOD BUCK EMBEDMENT (OPTIONAL) 1/4" MAX SHIM SPACE I 2 1/2- MINIMUM EDGE DISTANCE Ci _j 2 1/2" !MINIMUM V DISTANCE EDGE D NCE —JI FRAME JAMB SEQTION.LTYP) HORIZONTAL SECTION — -----��Max Frame DP CT' 118 x 96 +50/— General Notes: I . The product shown herein is designed,tested and manufactured to comply with the wind load Criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the curre Florida Building Code (FBC) and the industry requirement for the stated conditions. Z All glazing shall conform to ASTM E 1300. 3. At minimum, glazing is 4.7mm tempered Glass - 12.9mm airspace - 4.7mm tempered Glass. 4, Use structural or composite shims where required. CHECKEDwu BY: SIB •APPROVED 1GOOSSEN BY: 1GOOSSEN RFCORD D015673 # 2-Panel 2-Track OX Stack CAD DWG. No.: I REV: SHEET PremVin�MTSLDR2 Cert A 3 of 8 SEE ANCHORING DWGS 4 11 MAX FOR FASTENER LOCATIONS FROM THRU HEAD/SILL CORNERS O.C. TYP. U JAM8 TYPICAL ELEVATION WITH FASTENER SPACING MIN. PENETRATION OF THREE THREADS PAST FRAME MINIMUM DISTANCE MINIMUM DISTANCE 18 GUAGE MIN. FRAME SECTQN-�TY� VERTICAL SECTION 18 GUAGE MIN. STEEL STUD STEEL INSTALLATION 18 GUAGE MIN. F T S EL STUD 1 /4" MAX SHIM SPACE 3/4" MINIMUM PI EDGE DISTANCE 2 11 -- -L-- E3 MIN. PENETRATION -- OF THREE THREADS U PAST FRAME 3 3/4" MINIMUM EDGE DISTANCE T/ FRAME JAMB SECTION (TYR) HORIZONTAL SECTION 3/4" MINIMUM /4" MINIMUM ---- Vax Frame i D lmp��T EDGE DISTANCE� STANCE EDGE 01 MIN PENETRATION+ 0 THREE S118 x 96 F T* THREAD E2 D I PAST FRAME Installation Notes: 1 . Seal flange/frame to substrate. Sill shall be set on a continuous serpentine bead of structural grade silicone Caulk when no fastener is used to anchor the sill (typical). 2. For anchoring into metal framing use #12 TEK Self -Tapping screws with sufficient length to achieve a minimum penetration of three threads past the frame thickness. Steel substrate min. 18ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. General Notes: 1 . The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted international Building Code (IBC), the International Residential Code (IRC), the current Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 4.7mm tempered Glass - 12.9mm airspace - 4.7mm tempered Glass. 4. Use structural or composite shims where required. This schedule addresses only the fasteners required to anchor ft unit u -W N "M lkl I .0 so DRAWN BY: J.HAWKINS to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide 4 4" CHECKED BY: to the installation process and does not address the sealing that arise in different wall conditions. For the �0 S' OF ow 4" 1GOOSSEN APPROVED BY: consideration may complete installation procedure, see the instructions packaged with the oft unit or go to www.*-wen.com. '0 110 ..' V-.1% I.GOOSSEN RECORD No: D015673 DISCLAIMER: This drawing and its contents are confidential and are not to be HLI L7Blv REPORT No: reproduced or copied in whole or in part or used or disclosed to others by JELD-WEN Inc. 398 East ea Mki e 338 except as authorized Dania 111; NC7L-210-402 DATE: 3737 LAKEPORT BLVEN 11/06/2019 OW S �E JELD-WENKLAMATH FALLS OR, 976 NTS PHONE: (800) 535-39311-12 `iIF-?r,TiTMT?A - r- TV 2-Panel 2-Track OX Stack CAD DWG. No,: REV: I SHEET 4 of 8 PremVin0MTSLNQGe� A I 4.272--4- i 1.819-1 ml ZIN Iflar.31m: NOTES: [DI ANCHOR PATTERN LOCATED IN TRACK TOWERS 1 & 2 SHIFT AS DETAILED [::.� HOLES TO BE OMITTED IF ON CENTER CALCLIATIONS FALL WITHIN 2" OF KEEPER LOCATION Lf> ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS IN JAMB El) THRU FRAME INSTALLATION 0.172 THRU TYP L-JO .375 -f FIRST & SECOND WALLS TYP THIS DRAWING NOT INTENDED FOR FASTENER SPACING REQUIREMENTS 4.272 mm am DETAIL R SCALE I : I NOTES: [T)ANCHOR PATTERN LOCATED IN TRACK TOWER 1 SHIFT AS DETAILED HOLES TO BE OM177ED IF ON CENTER CALCLIATIONS FALL WITHIN 2' OF KEEPER LOCATION ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS IN JAMB NAIL FIN INSTALLATION 0.172 THRU TYP " 0 .375 T FIRST & SECOND WALLS TYP THIS DRAWING NOT INTENDED FOR <=2 FASTENER SPACING REQUIREMENTS 4.272 DETAIL S EXT I SCALE 1 / 4 DETAIL T SCALE 1 / 4 DETAIL U EXT I SCALE 1 / 4 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL (P MTYP 1 ANCHOR PER PANEL LOCATED IN TRACK 1 TOWER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL [ANCHOR PATTERN LOCATED IN TRACK 1 & 2 TOWERS AT EACH INTERLOCK AREA ®1 ANCHOR AT ENDS LOCATED IN TRACK I TOWER BOTH HEAD AND SILL THIS DRAWING NOT INTENDED FOR [::5>TYP 4 ANCHOR PATTERN LOCATED IN TRACK I & 2 TOWERS APPROXIMATE CENTER OF FASTENER SPACING REQUIREMENTS EACH CLOSED POSITION PANEL INTERLOCK AREA C>CONFIGURATION FOR PG50/-55 DOORS WITH THRU FRAME INSTALL EXTI LENGTH/(# OF PANELS) TYP tPATTEPN OJ72 THRU TYP 0.375 T FIRST & SECOND WALLS TYP -4] DETAIL W SCALE I / 4 I k PATTERN, I ERN, SYM FRTT�l I DETAIL Y E XT SCALE I / 4 THIS DRAWING NOT INTENDED FOR ............ LENGTH/(# OF PANELS)/2 W Y EXT I LENGTH/(# OF PANELS) TYP NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL MTYP I ANCHOR PER PANEL LOCATED IN TRACK I TOWER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL E3>ANCHOR PATTERN LOCATED IN TRACK I TOWER AT EACH INTERLOCK AREA E4�> 1 ANCHOR AT ENDS LOCATED IN TRACK I TOWER BOTH HEAD AND SILL MTYP 3 ANCHOR PATTERN LOCATED IN TRACK 1 TOWER APPROXIMATE CENTER OF EACH CLOSED POSITION PANEL INTERLOCK AREA E6DCONFIGURATION FOR PG50/-55 DOORS WITH NAIL FIN INSTALL LENGTH/(# OF PANELS) X<J] 0.172 THRU L-J 0.375 T FIRST & SECOND WALLS TYP ma•