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HomeMy WebLinkAbout22-3874City of Zephyrhi'lls�� 5335 Eighth Street���,;����;�� Zephyrhills, FL 33542 BAR-003874-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 0410612022 } i t.\. i. i l ti .�.t 12 26 21 0100 00000 0130 5039 Summer Hill Drive `-: ?..`\ ��.2 .t`\t•,4 ":. yi vs4,, ',..^{i "ii �nh"�4,t dS; �i,�.':,4 Y�\ 3t1 �L.Sy�� Name: DOUGLAS & CHERYL SELSETH Permit Type: Add/Alter (Residential) Contractor: REECE BUILDERS Class of Work: Add/Alter Residential WINDOWS INC Address: 5039 Summer Hill Dr Building Valuation: $21,439.00 ZEPHYRHILLS, FL 33542 Electrical Valuation: $1.00 Phone; (720} 233-3203 Mechanical Valuation: $1.00 3 Plumbing Valuation: $1.00 _ Total Valuation: $21,442.00 -, Total Fees: $147.20 rid. Amount Paid: $147.20 Date Paid: 4/6/2022 1:13:46PM ```>,. 7.., ;� r.ts c alai i t.� S a... '\.. t -.. \ .tii.. ?.< \ `� -a,. � ~•a \i"' `.,,i i' \ 'v. 4\\ `c ..45} :\ \l 1'l�f �, \ .,. '.:' #. . � �z,> �.:.. REPLACE 8 WINDOWS & 1 SLIDER S/S \1 1. \\ ...,< t'..0 �... ➢.\..1't :;\ s s'" ��. \ i.Y � `D ?z4i �...s � t. 3-c- i }...i T, �, � 1' �t . ,t 6 .-ti� �.£� 1 ,.i \.l l .4,< 1l \z,:f i ...s�� <\ t \\'... }�5i ::\\ \i. i,\ J \ �7`a� �. i \1 Building Permit Fee $147.20 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection, Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEF! Tz� &' � C-, - CONTRACTOR SIGNATURE ITHOUT APPROVED INSPECTION .!rEeTTENT3 7*17IIETA712wrill: 141 ., 813-780-0020 City Oƒ%enhvrhiUsPermit Application Building Department Phone Contact for Permitting I. -LA L-IL)NOWWWWWWON Owner Phone Number wawcowSrx AnD/ALT �--� SIGN [--1 [--1 DEMOLISH INSTALL [_] REPAIR F—� SFR [—� COMM [--� OTHER BLOCK FRAME STEEL ir -DIN SIZE SQ FOOTAGE HEIGHT HEIGHT MBUILDING 1$ VALUATION OF TOTAL CONSTRUCTION =MECHANICAL VALUATION OF MECHANICAL INSTALLATION L��m F--1 ROOFING F—1 / SPECIALTY �--� OTHER -~----- �<�Ie= FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE nso/nremso `/,w_] psEoonnsw [_l/ �_� Address tJLimano*# ELECTRICIAN COMPANY SIGNATURE RemsreReo [_yi_m� rssoun*sw Address Lioonao# PLUMBER COMPANY SIGNATURE neo/srsnso [_y!��]1111 rseoonnsw [_1�/x_� Address Lioonoe# MECHANICAL COMPANY SIGNATURE nso/srensn �`�,�i_] pEsounnsw Address Licenuo# OTHER COMPANY SIGNATURE neemrsneo `//_m_] rsEoonnEw Address License# -- RESIDENTIAL Attach (2)Plot Plans; (2) sets ofBuilding Plans; (1)set nfEnergy Forms; R-34mPermit 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 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 (1V)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 u[Engineered Plans. ^~~~PRVPERTYSURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back o(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 mfcontract required) Reroofs if shingles Sewers Service Upgrades AIC Fences (Plot/Survey/Footage) Driveways -Not over Counter ifonpublic madwoyu.neodoROW NOTICE OF DEED S: 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 |avv, both the owner and contractor may be cited for m misdemeanor violation under state law. If the owner or 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 Division —Licensing Section at 727-847- 8009. Furthermone, if the owner has hired a contractor or ountnaotoro, 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 oontnactur, that maybe an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATUON|DAPACT/UT|LITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new bui|dingn, change of use in existing bui|dings, or expansion of existing bui|dingo, as specified in Pasco County Ordinance number80-O7 and 90'07. an amended. The undersigned also underatanda, that such feea, as may be due, will be identified atthe time of permitting. It i*further understood that Transportation Impact Foes and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power na|eooe, the fees must be paid prior to permit issuance. Furthermore, if Pasco CountyVVoter/Sewnr Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, asmmmended): If valuation ofwork ie$2.50O.00ormore, | certify that 1, the app|ioant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guido" 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 ittothe ^ovvner'prior tocommencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: | certify that all the information in this application is 000unote and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a 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 laws regulating oonstruoiion. County and City uodos, zoning regulations, and land development regulations in the jurisdiction. | also certify that | understand that the regulations nfother government agencies may apply tothe intended work. and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department ofEnvironmental Protection -Cypress Bayheads.Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. ' Southwest Florida Water Management Diotriot-WmUo, Cypress Bayheado, Wetland Aneoa, Altering Watercourses. - Army Corps ofEngineers-8novve||o. Onnka, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-VVeUs, Wastewater Treatment, Septic Tanks. ' U8Environmental Protection Agency -Asbestos abatement. ' Fodera|AviationAuthority-Runvvoyo. | understand that the following restrictions apply tothe use offill: ' Use offill isnot allowed inFlood Zone ^V''unless expressly permitted. - If the 5|| material is to be used in Flood Zone ^A", it is understood that o drainage plan addressing a ''compansahng volume" will be submitted at time of permitting which is prepared by professional engineer licensed by the State of Florida. - If the fill material is to be used in Rood Zone ''A" in connection with a permitted building using stem vva|| construction, | certify that fill will be used only tufill the area within the stem vvo||. - If h|| material in to be used in any area, | certify that use of such fill will not adversely affect adjacent properties. If use of fill in found to adversely affect adjacent propedioa, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots 1eaa than one (1) acre which are elevated by fill, an engineered drainage plan is required. |f|annthe 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 n|eot,iom| vvork, p|umbing, aigns, we||e, poo|s, air conditioninQ. Qao, or other installations not apedDom||y included in the application. A permit issued shall be construed to be a license to proceed with the work and not asauthority (oviolate, cancel, alter, nr 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 iesuanne, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be naqueotod, in vvriting, from the Building Official for a period not in exceed ninety (80) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. 0R|DAJURAT (F OWNER OR AGENT '77� CONTRACTO �Subscribed and sworn to (or affirmed) before me this Sulbperioed an�sorn to r affirmed) before me this is/ampamnnmly mooxan�ev nmdu�m _-~�� as identification. P L/ // JZ�k��-\/;[,­ m y�as identification. Public J /�-'Notary Public R mm Commission No. o peo Notary Public Sta of Floridi bOnded lbru Troy Fain insurance 800-385.7019 page of Builders/Windows, luc. Since 1972 Customer Name: Measured By: Cn Y L, V\ -j No. Style Location Size Grids Color Panels Comments CA6ot�� y YC, --j, ci 9 ok�s ' MMCP 7 3 77 9 AES Y'vt -7 /r, c�LS t T3Y-G" Grids: Alarm: t,// Existing Windows Wood tram&= Comments: �Ce--C-n Customer Understands Alarm Procedure: Vinyl — Steel Aluminum Block —2 h BUYER'S RIGHT TO : YOU, THE BUYER, MAY CANCEL IS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. s� Sarasota FL Orlando P e; 7191301h Ave N 941.355-5227 863-337-4762 Date: z, St. Petersburg, FL 33710 Ft Lauderdale Toll Free 727.522-3035 $ T54 20i-9190 t366 T17-8S82 LkemciC Cl 7007 This agreement between Reece Builders and tat Address 2Q�.�.Eu&& i Qc City 2st4a,r�2Ntl1 S' State L Zip '� Mr; Email ne �- p ,y q t c®sK Mr. Celt# 6— Mrs: Email Mrs, Cell# 920 — Z 3 S — 3' b 0 This agreement consists of the following work, and only That work appearing on this agreement, LOCATION SIZE STYLE GL�ASSS� IMPACT GLASS LOW -E FRAME COLOR VINYL FRAME GRtt3S Pit ANan ELS OTHER PI f �° /J � j 3 6 5 N ✓r ✓ 8 AI 42- 7 �Z. 41- � /J e 'S 1'j t"3� t0 9i 92 13 91 1S t5 17 98 „ / tl LOCATION ABREVIATIONS: LR=t tVtNG ROM DR -DINING ROOM Kdf= TCHEN BR -BEDROOM MBRzMAST'cR SECROOtA e-aATHRMA fR-FLORIDA ROOM GAR STYLE ABREVIATIONS: OWUTUNG SH=SiNGLE HUNG 2LS=2 PART SLIDER XS=THREE PART SLIDER PIC=PICTURE AWN=AWNING CS=CASEMENT TCS=TWIN CASEMENT SGO=SLPDtNG GLASS DOOR FRAME COLOR ABREVIATI0NK w=vYHTE B-BRONZE T=TAN Services not performed oy li mcwrg cf gas Ones No revamp ng of r*2u sgr cccrmg dues No removal of a c system Reece BuiideraMindows: o ` a stain' No ro hook of alarm systems Not resconsible for r; m conditions Our Corrrasarves the mint to cwvw contract Total Contrail $ /3d Tyredit Card See Separate Form Price r r DOM payment $ grf Date Received 1 t Cash ❑ Check ❑ # 4; c&AtjV Balance $ �l ! To Be Paid Q G�aash or Check to crew upon completion of work CL>='inance by Finance Comoar, won cor..eom of nork Az material is guaranteed to be as specftd, AO work to be completed in a workman -like manner x=r*ng to standard practices. Alt agreements contingent upon strikes, accidents, or boYond our control. Owner to M fire tornado, and outer necessa. insurance. Upon reading this agreement and with FUEL UNDERSTANDING of work to be completed, and Ole fmar =ng agreement WON with what items not to be completed, t(We authorize Reece Builders to complete only the above work. I will make my final payment to Reece Builders, or authorize my finance company to make final payment if this is a finance transaction, at the time of completion. Verbal agr meths will not be authorized by the customer or ROM Builders. In the event tha an Rtin Is not saasiactory at the time of cornptell , THE T ER WILL ONLY WITHHOLD THE RETAIL VALUE OF THAT ITEM. The remainder this reement O be paid in full 4t tOnto of oo A' tamer can with hold In ion. Date / Owner j Representative X Q1mer X T NQ11CLQEgPMMENC N LMM Perm it No. Property Identification NO, 12-26-21-01OD-00000-0130 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 the NOTICE OF COMMENCEMENT. 1. Description of property (legal descripidow) SUMMER HILL SUBDIVISION PS 31 PGS W39 LOT 13 a) Street Address: 2. 0-eneral description of improvements SIZE FOR SIZE WINDOWS TO BE INSTALLED, 3, Owner Information a) Name and address: SELSETH DOUGLAS &CHERYL 5039 SUMMER HILL OR ZEPHYRHILLS, FL 3-4542 b) Name and address of fee simple titleholder (if other than owner)_ c) Interest in property _100% 4. Contractor Information a) Name and address: Re — Euilder's 7181 Mh Ave N Saint Petersburg, FL 33710 b) Telephone No.- 727,522-30M Fax No. (Opt.) 5, Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6, Lender a) Name and address: 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(l) (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 is specified): STATE OF FLORIDA COUNTY OF PASCO Print Name foregoing ins 1 seat vvas me this _L day of IF wledged be 20by as (type of authority, e. . offic ruste , omey ' fact) for (name of party on behalf of wh ' strurnent It cute Personally Known OR Produced Identification Notary Signatu Type of Identification Produced L Name (print) --- Verification pursuant to Section 92,525, Florida Statutes, Under penalties of perjury, I declaree that I have read the foregoing and that the facts stated in it am true to the best of my knowledge and belief. otary PMic $Utte of Floritia cav! wa Rocliefle Lincoln yrn Ccmissiorl Anift" HH 167037 EXP.IC130i2025 MAN �*, Z I Pasco County Property Appraiser Generalized Building Schematic tD FOAD1 1 D -12 /'IV BAS01 51 20 20 5 22 FGROI 22, 5 2 8 20 Company: REECE BUILDERS Prepared By: JOHNNY Client Name: SELSETH Design Data Building Data Job Description: Project Number: WINDOWS DOORS 18491 Wind Velocity (mph) 145 Mean Roof Height 18 Risk Category 2 Building Width (ft) 64 Exposure Category B Building Length (ft) 40 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coefficient 0.18 Design pressures listed below are: Allowable Strength OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEVATION OPENING DIMENSIONS WIDTH (INCHES) HEIGHT (INCHES) MAXIMUM POSITIVE PERSSURE(PSF) MAXIMUM NEGATIVE PRESSURE(PSF) I PW 4 3 52 21 22.7 -24.6 2 DH 4 3 35 so 22.4 -24.3 3 21-S 4 3 73 62 21.0 -22.9 4 2LS 4 3 73 62 21.0 -22.9 5 SGD 4 0 71 79 20.7 -22.6 6 21-S 5 3 73 62 21.0 -27.0 7 DH 4 3 36 62 22.0 -24.0 8 DH 4 3 36 37 22.7 -24.6 9 21-S 4 3 73 62 21.0 -22.9 Width of End Zone (a) in feet = 4 (a STRUCTURES INTERNATtONAL, ILLC pm��v SO"* soutom to corp*. pvbk.-4. 2/9/2022 10:22 AM Comments Archived Product Manufacturer Jeld-Wen Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 850-2650 fbcl@jeldwen.com Authorized Signature Rylee Sumner Fricks fbcl@jeldwen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Fenestration and Glazing Industry Alliance (formerly AAMA) Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/18/2020 Date Validated 11/30/2020 Date Pending FBC Approval Year 2008 Date Approved 12/03/2020 is Summary of Products 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 I Approved for use in HVHZ: No FL21704 R6 C CAC XXXXXX LC-PG50 353x96 DP- I 55 New.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-55 01/13/2027 Other: Installation Instructions j FL21704 R6 II FL21704 R2 II PV MTSLDR 6P4T XXXXXP I FBC 281x96 SS 2018-01-14.pdf FL21704 R6 II PV MTSLDR 6P4T XXXXXP FBC 281x96 SS 2018-01-14.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL21704 R6 AE PER5389 SS 2018-02-19.pdf j Created by Independent Third Party: Yes 21704.2 Premium Vinyl (V-4500) Multi -Slide Sliding Patio Door 281.375" x 96" Insulated Glass I (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 CAC OX PG50 118x96 DP-55 New.pdf FL21704 R6 C CAC OXX PG50 177x96 DP55 New.pdf Approved for use outside HVHZ: Yes FL21704 R6 C CAC OXXX PG50 235x96 DP-55 New.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-55 Other: 01/13/2027 Installation Instructions FL21704 R6 II PV MTSLDR 2P2T OX NI FBC 118x96 SS 2019- 11-22.pdf FL21704 R6 II PV MTSLDR 3P2T OXX NI FBC 177x96 SS 2019-11-22 pdf FL21704 R6 II PV MTSLDR 4P2T OXXX NI FBC 235x96 SS 2019-11-22.pdf FL21704 R6 II PV MTSLDR 6P4T OXXXXX FBC 281x96 SS 2018-03-14.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL21704 R6 AE PER6476 SS 2019-11-22.pdf 9 FL21704 R6 AE PER6477 SS 2019 11 22.pdf FL21704 R6 AE PER6478 SS 2019 it 22.pdf 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 Approved for use in HVHZ: No FL21704 R6 C CAC XXXX LC-PG50 196x120 DP - 55 Nempdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-55 03/21/2026 Other: Installation Instructions FL21704 R6 II PV MTSLDR 4P2T XXXXP FBC 191x120 SS 2018-01-14.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL21704 R6 AE PER5387 SS 2018-02-21.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Rgaad, 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: Ed "" MAX. M NERS 8" O.C. MAX TYP. THRU NAI TYPICAL ELEVATION_ WITH, FASTENER SPACING 1 1/2" MIN EMBEDMENT MINIMUM DISTANCE 1 1/2" MIN. -f-EMBEDMENT /4" MAX. SHIM SPACE FRAME _SECTION _ TYP.) VERTICAL SECTION LII 1U 1/4' MAX. SHIM SPACE o S_z 1 1/2" MIN. EMBEDMENT 3 3/4" MINIMUM EDGE DISTANCE 1 1/2" MIN. EMBEDMENT 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 #10 PH or greater fastener through the nailfin with sufficient length to penetrate a minimum of 1 1/2" 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 arch t _ Reer 9f record for the project of installation. Digitally sigq�! �lor�d¢ NAILFIN / THROUGH FRAME INSTALLATION I-ax Frame DP IMPACT 118 x 96 +50 —55 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 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. Date: �61 1 'Q DATE: 3737 LAKEPORT BLVD. 11/06/2019 ++?�2°8 + + + SCALE: KLAMATH FALLS OR, 97601 DRAWN BY: This schedule addresses only the fasteners required to anchor the unit .° 7 00 J.HAWKINS NTS PHONE: (800) 535-3936 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 does the 's - CHECKED BY: TITLE: process and not address sealing consideration that may arise in different wall conditions. For the c+ .® °� OF : J.GOOSSEN Premium Vinyl Multi -Slide Patio Door APPROVED BY: complete installation procedure, see the instructions packaged with the ® y unit or go to www.jeld-wen.com. � O i(� ®++' `� J.GOOSSEN 2-Panel 2-Track OX Stack RECORD No: D015673 DISCLAIMER: This drawing and its contents are confidential and are not to be +0 HE R reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. ra, p (-7 396 I a 't a,,ia" b d p� ft 9T I 00�4� e 33fl REPORT No: NCTL-210-4025-01 CAD DWG. No.: REV: SHEET 1 ®� PremVinyIMTSLDR2 Cert SEE ANCHORING DWGS 4" MAX. FOR FASTENER LOCATIONS FROM THRU HEAD/SILL CORNERS 24 " O.C. MAX TYP. THRU JAMB TYPICAL ELEVATION WITH FASTENER SPACING EDGE 3/4' EDGE Installation Notes: I 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 11/2" into the wood framing. See additional details for location and spacing. For 2X wood frame substrate (min. SIG = 0.42) 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 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, 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 except as authorized by JELD-WEN Inc. WE .u_ 4UM NCE /2' MIN BEDMENT /4" MAX. SHIM SPACE :CTION (TYR) �L SECTION 4" MAX. SHIM SPACE 1 /2" MIN. EMBEDMENT IMUM 'ANCE THROUGH FRAME INSTALLATION F-1/4"MAX SHIM SPACE-- -Ff- 3/4" MINIMUM EDGE DISTANCE a2 1 1/2" MIN.]_ EMBEDMENT 3/4" MINIMUM EDGE DISTANCE FRAME JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame D - P - _Jl _MP A C T �T —1 � 118 x 96 �+50 N D o 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 current 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: 11/06/2019 _DRAWN BY:— SCALE: TS N 7 W. J.HAWKINS CHECKED BY: TITLE: 1GOOSSEN �0 .00 OF APPROVED BY: 0., 0 3.G00SSEN_____ HE RECORD No: D015673 t h v 398 Ea ggl.K �138 Dania splirI , 4 REPORT No: NCTL-210-4025-01 3737 LAKEPORT BLVD. JELBrWENKLAMATH FALLS OR, 97601 PHONE: (800) 535-3936 Premium Vinyl Multi -Slide Patio Door 2-Panel 2-Track OX Stack CAD DWG. No.: I REV: SHEET PrernVinvIMTSLDR2 Cert I A � 2 of 8 SEE ANCHORING DWGS 4" MAX. FOR FASTENER LOCATIONS FROM THRU HEAD/SILL CORNERS 4" O.C. IAX TYP. HRU JAMB TYPICAL ELEVATION WITH FASTENER SPACING 2 ,/2" EDGE DI 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 3/16" tapcon or equivalent fasteners 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 concrete or masonry at each location with a 2 1/2" min. from edge distance. For concrete (min. fc = 3000 psi) or masonry substrate (CMU shall adhere to ASTM C90). 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. MINIMUM STANCE 1 1/2" MIN. EMBEDMENT BUCK (OPTIONAL) MAX. SHIM SPACE N TYP CTION AX. SHIM SPACE TUCK (OPTIONAL) I/2" MIN. BEDMENT MINIMUM STANCE CONCRETE/MASONRY INSTALLATION WOOD BUCK 1 1/2" MIN. (OPTIONAL) EMBEDMENT 1/4" MAX j SHIM SPACE Io a a i a o 2 1/2" MINIMUM EDGE DISTANCE E3 a 2 a ) p 'assrs.. o a 2 1/2" MINIMUM EDGE DISTANCE I FRAME JAMB SECTION_(TYP) HORIZONTAL SECTION P ax Frame PACT 118 x 96 +50/-55 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 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. (DATE: This schedule addresses only the fasteners required to anchor the unit to the design impact ® ° �' m° y DRAWN BY: ). HAW KINS NT_ achieve rated pressure and performance (where applicable) up to the size limitations noted. It is not intended as a guide f ; ° CHECKED BY: TITLE: to the installation process and does not address the sealing m S �.G®®sCJEN consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the OF o ° 0 a APPROVED BY: unit or go to www.jeld-wen.com. �i{1� w {3 � � ; `� •® °® 1000SSEN DISCLAIMER: HE R ��� 1 RECORD No: D015673 This drawing and its contents are confidential and are not to be B�Fj'7 reproduced or copied in whole or in part or used or disclosed to others except as authorized byJELD-WEN Inc. ��� 398 East Tia[r.' eac Biv V)iie 338 � REPORT No: NCTL-210-4025-01 Dania jr i��W4 10 3737 LAKEPORT BLVD. --JELD-WEL IKLAMATH FALLS OR, 97601 PHONE: (800) 535-3936 Multi-Slide"rerniurn Vinyl Patio Door • OX Stack CAD DWG. No.: I REV: H A SHEET ®� PremVinylMTSLDR2 Cen SEE ANCHORING DWGS 4" MAX. OR FAST ENER TENER LOCATIONS FROM THRU HEAD/SILL _rr CORNERS 24 ' D MAX T�. THRU JAMB i. TYPICAL ELEVATION WITH FASTENER SPACING MIN. PENETRATION OF THREE THREADS PAST FRAME 3/4" MINIMUM EDGE DISTANCE 3/4" MINIMUM EDGE DISTANCE MIN. PENETRATION OF THREE THREADS 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. This schedule addresses only the fasteners required to anchor the unit 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 Gonditibns. For the complete installation procedure, see the instructions packaged with the unit or go to wwwJeI&wen.com. DISCLAJMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in pad or used or disclosed to others except as authorized by JELD-WEN Inc. MINIMUM DISTANCE 18 GLACE MIN. STEEL STUD FRAME SECTION CTU P _ VERTICAL SECTION 18 GUAGE MIN. STEEL STUD 3/4" MINIMUM EDGE DISTANCE STEEL INS'I'ALLATION 18 GUAGE MIN STEEL STUD 1/4" MAX SHIM SPACE 3/4" MINIMUM E3 EDGE DISTANCE 2 MIN, PENETRATIO OF THREE THREADS 3 PAST FRAME 3/4" MINIMUM EDGE DISTANCE at FRAME JAMB SECTION (TYP) HORIZONTAL SECTION M a x Frame DP IMPACT 1 18 x 96 + 5 0 5 5 N 0 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 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: 3737 LAKEPORT BLVD. 11/06/2019 lCir DRAWN BY: SCALE: juL.13rWENKLAMATH FALLS OR, 97601 J.HAWKINS NTS PHONE: (800) 535-3936 CHECKED BY: TITLE: IGOOSSEN APPROVED BY: Premium Vinyl Multi -Slide Patio Door I.GOOSSEN 2-Panel 2-Track OX Stack RECORD No: D015673 REPORT No: CAD DWG. NO.: REV SHEET NCTL-210-4025-01 PremVinylMTSLDR2 Cert A] 4 ®� 8 NOTES: 4.272-- [L> ANCHOR PATTERN LOCATED IN TRACK TOWERS I & 2 SHIFT AS DETAILED L-1.) HOLES TO BE OMITTED IF ON CENTER CALCUATIONS FALL WITHIN 2" OF KEEPER LOCATION 1.819--- M ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS IN JAMB E3:.> THRU FRAME INSTALLATION THIS DRAWING NOT INTENDED FOR I FASTENER SPACING REQUIREMENTS JELBrWENK WINDOWS & DOORS P 2-TRACK FRAME MULTI -SLIDE PATIO DOOR JAMB ANCHOR HOLE DETAIL groTm 4.272— ANANCHORrA PI FKLOCATED IN TRACK I�N UVVEK I SHIFT DETAILED MILEAJ HOLES TO BE OMITTED IF ON CENTER CALCUATIONS FALL WITHIN 2" OF KEEPER LOCATION F2.> ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS _ A PS 7 IN JAMB [3:> NAIL FIN INSTALLATION 5 124 OC MAX 0.172 THRU TYP L_J 0 .375 T FIRST & SECOND WALLS TYP -- — THIS DRAWING NOT INTENDEDFOR C21 FASTENER SSpPACING REQUIREMENTS R DETAIL R SCALE I I 24 OC MAX 0111111 t$"" UNLESS SPECIFIED ALL DIMENSIONS IN INCHES RRONECT ENGINEER: DATE; .-*\�k E DO NOT SCALE DRAWING - REPORT ANY ERRORS N H ERTZOG 9/11/2015 3737 Lakeport FIN ING N . 7 0 -_ ----TOLERANCES— DRAWN BY: sCA.: JELBrWEN. Klamath Falls, OR 976( 1 toWINDOWS& DOORS Phone: (541) 882-34! UNLESS SPECIFIED A PUIRWEI I COMPONENT i PART TOLERANCES CHECKED MLE. -D S 2-TRACK FRAME �10 OF Z UNDER SO'-O" ± 1/32 X ±.1 J ]ONES MULTI -SLIDE PATIO DOOR S-, 0, • ts OVER I o'-O" ± 1/16 XX ±.02 APPROVED.Y: - 0 jj)�' �z JJONES F3 ) JAMB ANCHOR HOLES DETAIL ANGULAR J, 1' 'XXX ±'006 IDENTIFIER N1. MODEL NPPO PAWING N..: Hitk UNIT ASSEMBLY TOLERANCES 12967-198.ipt P012967 N HEIGHT A, 1/16 WIDTH ± 1/16 RE, —_ �Sfii7r_ —_ 398 E.J' Da I Deac I" UP 339 WEN, rx. ALL RIGHTS RESERVED NO DUPLICATION OR 6 of 1 0 2015 JELD MULLION ± 1/16 FRACTION ± 1/32 DISTRIBUTION PERMITTEDAELDANEN, - CONFIDENTIAL AND PROPRIETARY] A DETAIL S EXT 1 SCALE 1 / 4 DETAIL T SCALE 1 / 4 NOTES: I 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 [4->1 ANCHOR AT ENDS LOCATED IN TRACK 1 TOWER BOTH HEAD AND SILL FOR CiTYP 4 ANCHOR PATTERN LOCATED IN TRACK 1 & 2 TOWERS APPROXIMATE CENTER OF THIS DRAWING NOT INTENDED FASTENER SPACING REQUIREMENTS EACH CLOSED POSITION PANEL INTERLOCK AREA CONFIGURATION FOR PG50/-55 DOORS WITH THRU FRAME INSTALL LENGTH/(# OF PANELS)/2 LENGTH/(# OF PANELS) TYP TCI S - /--� EXT I LENGTH/(# OF PANELS) TYP-- -t t PATTERN 0.172 THRU TYP LJ 0.375 T FIRST & SECOND WALLS TYP 0 4. EXT I DETAIL W SCALE 1 / 4 I EXT I IL PATTERN, SYM DETAIL X SCALE I / 4 � THIS DRAWING NOT INTENDED FOR THIS SPACING REQUIREMENTS LENGTH/(# OF PANELS)/2 W i - Y <--2] z EXT I LENGTH/(# OF PANELS) TYP NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL ED2TYP 1 ANCHOR PER PANEL LOCATED IN TRACK 1 TOWER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL F L 3 >ANCHOR PATTERN LOCATED IN TRACK 1 TOWER AT EACH INTERLOCK AREA E4D1 ANCHOR AT ENDS LOCATED IN TRACK I TOWER BOTH HEAD AND SILL L-D5TYP 3 ANCHOR PATTERN LOCATED IN TRACK 1 TOWER APPROXIMATE CENTER OF EACH CLOSED POSITION PANEL INTERLOCK AREA ©CONFIGURATION FOR PG50/-55 DOORS WITH NAIL FIN INSTALL LENGTH/(# OF PANELS) TYP V11 0.172 THRU 0.375 T FIRST& SECOND WALLS TYP IA FL # FL11409-R13 Application Type Editorial Change 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) 339-3374 tony@cwbyrpi.com Authorized Signature Tony Procopio tony@cwbyrpi.com Technical Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel, SD 17851 (570) 339-3374 joek@window-pros.info Quality Assurance Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570) 339-3374 joek@window-pros. info Category Windows Subcategory Fixed 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 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2012 ASTM E1996 12a TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11409 R13 Equiv EERNo2518 Rev2 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Product Approval Method Method 1 Option A Date Submitted 10/19/2021 Date Validated 10/20/2021 Date Pending FBC Approval Date Approved 10/26/2021 Summary of Products I FL # Model, Number or Name Description 11409.1 Series 3000/4000 Series 3000/4000 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11409 R13 C CAC NI006320-R9.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2027 Design Pressure: +70/-70 Installation Instructions Other: FL11409 R13 II EPLS0053 RevA 3000-4000 F ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 R13 AE PERNo2518 Rev2 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Created by Independent Third Party: Yes 11409,2 Series 5105 Series 5105 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11409 R13 C CAC NI006317.01-R2.p�df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2027 Design Pressure. +55/-55 Installation Instructions Other: FL11409 R13 II RPLS0054 RevA 5105 F ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 R13 AE PERNo2518 Rev2 FL11409 3000- 4000 5105 5108 5110 6613 F ss.pdf Created by Independent Third Party: Yes 11409.3 Series 5108 Series 5108 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11409 R13 C CAC NI009490-R5,pAf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2027 Design Pressure: +55/-55 Installation Instructions Other; FL11409 R13 II RPLS0059 RevA 5108 F ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 R13 AE PERNo2518 Rev2 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Created by Independent Third Party: Yes 11409.4 Series 5110 Series 5110 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11409 R13 C CAC NI011103-R3.12.ff Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2027 Design Pressure. +55/-65 Installation Instructions Other; FL11409 R13 II RPLS0073 RevQ 5110 F ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 R13 AE PERNo2518 Rev2 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Created by Independent Third Party: Yes 11409.5 Series 6613 Series 6613 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11409 R13 C CAC NI011688-R3.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +55/-55 Other: 11409.6 I Series 7113 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.0/-50.0 Other: 10/31/2027 Installation Instructions FL11409 R13 11 RPL50074 RevQ 6613 _Fss piff Verified By: Robert J. Arnoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 R13 AE PERNo2518 Rgv2 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pd Created by Independent Third Party: Yes Series 7113 Vinyl Fixed Window Certification Agency Certificate FL11409 R13 C CAC NIO11585-R3.p f Quality Assurance Contract Expiration Date 04/30/2027 Installation Instructions FL11409 R13 II RPLS0075 RevQ 7113 F ss.pff Verified By: Robert J. Arnoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11409 R13 AE PERNo2518 Rev2 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.p�ftf Created by Independent Third Party: Yes EE EE 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. 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: M W1 MON ER M 74" MAX FRAME WIDTH 6" MAX 1 2 " MAX 6" MAX O.G. ri 6" MAX 1 2" MAX O.C. A 1 6" MAX. ELEVATION EXTERIOR VIEW NOTES: 1. MAXIMUM D.L.O.: 68-3/4" X 66-1/4". TABLE OF CONTENT SHEET DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 INSTALLATION DETAILS DESIGN PRESSURE RATING (PSF) IMPACT RATING +50.01-50.0 NONE 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 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, IX 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 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. 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA TO THE FOLLOWING. 4.1. NCTL-110-15928-1 DATED 4112113 TO AAMA/WDMA/CSA I01/1.S. 2/A440-05/08 5, MATERIAL: 5.1. FRAME: EXTRUDED RIGID PVC. 6. GLAZING: 72" 6.1. GLAZING DETAIL AS TESTED: 15/16" NOMINAL O.A. IGU COMPRISED OF 2 LITES OF 1/4" TEMPERED GLASS AND STEEL SPACER, PANEL INTERIOR GLAZED USING SEALED INSULATING GLASS WITH SIKA SIKAFLEX 552 BACK BEDDING AND A MAX SNAP -IN DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD. FRAME 6.2. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL HEIGHT DOCUMENT. 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMAANDMA/CSA 101/I.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 1/4". 9, 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 1 118" 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. 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" 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 +/- 1" 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 (G) OF 0.42 (NON-HVHZ) AND 0.55 (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 13A. METAL STRUCTURE: STEEL 18GA (0.0428"), 33KSI OR ALUMINUM 6063-T5 0.048" THICK MINIMUM 4 Q 0 Z o 0 Z 0 a wx Z � a °. COw W 3 3 :E YO Z_ Z Z c) < > U®(J tYaF N Lu O W Robert J. Arremso, P.E. Florida P.E. No. 49752 adP;�°jPMES q�� ' N 49752 ' O- 9 ' r.cca Digitally signed by Robert J Amoruso Date: 2018.02.02 13:25:37-05'00' PTC Product De Ign Group, LLC PO Box 520775 Longwood, FL 32752-0775 321-690-1788 Inio/@pt—rp.— FBPE Certificate of Authorization 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 WINDOW 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. 1.1, WOOD FRAMING 1.2. 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, 0 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE IX 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. C SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/1 6"OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 1/4" MAX. 5. SUBSTRATE ANCHORING METHODS: SHIM SPACE 5.1. FOR ANCHORING INTO CONCRETEIMASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH i 118"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, t.5 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO 0 ACHIEVE A I 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. T 0) 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 (6T < xw DETAILS, ANCHOR LOCATIONS HAVE -/- 1"TOLERANCE. _j < z CL (1) 0 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY, 1 0�_ w >_ (,)2 Z' 11� > n 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. z :3 000 < wz INTERIOR MIN. EMBEDMENT, SEE NOTE 5 THIS w a SHEET. 1/4" MAX. INSTALLATION ANCHOR. WOOD SHIM SPACE SCREW SHOWN. SEE NOTE 5-17 THIS SHEET FOR ANCHOR TYPE REQUIRED, uf MIN. EDGE DISTANCE. SEE NOTE 5 THIS 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 R.b.ft J. A-., P.E. Florida P.E. No. 49752 INTERIOR ................ 49752 .............. 44, -PERIMETER SEAL EXTERIOR ..... 00 BY OTHERS Digitally signed WINDOW WIDTH— by Robert J HORIZONTAL (JAMB) CROSS SECTION Amoruso WOOD FRAMING, 2X WOOD BUCK, Date: 2018.02.02 CONCRETE/MASONRY OR METAL FRAME 13:25:50 -05'00' APPROVED PTC P,.d.d Design Group, LLC P0 B.. 520775 L-9—d, FL 32752-0775 321-690-1788 Info@pt—orp.com FBPE Certificate of Authod-bon No.25935 Search 13CIS Home I Log In 11 User Registration Hot Topics Submit Surcharge I Stats & Facts Publications t Contact Us 1 BCIS Site Map I Link-, ra'a Product Approval USER: Public User Product Approval Menu > Product or _p Application Search > Application List > Application Detail FL # FL11411-R9 Application Type Editorial Change 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 Address/Phone/Email Authorized Signature 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) Regency Plus Inc 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi,com Tony Procopio tony@cwbyrpi,com Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, SD 17851 (570) 339-3374 joek@window-pros. info Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570) 339-3374 joek@window-pros.info Windows Horizontal Slider Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/1.S.2/A440 TAS 201 TAS 202 TAS 203 Year 2008 1994 1994 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect fl-11411 R9 Equiv EERNo2520 Rev2 FL11411 2000 5405 HS ss.pdf Product Approval Method Method 1 Option A Date Submitted 10/19/2021 Date Validated 10/20/2021 Date Pending FBC Approval Date Approved 10/26/2021 Summary of Products FL # Model, Number or Name Description 11411.1 Series 2000 Series 2000 Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11411 R9 C CAC NI006137-R9.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2027 Design Pressure: +40/-40 Installation Instructions Other: FL11411 R9 II RPLS0055 RevB 2000 HS XOX ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11411 R9 AE PERNQ2520 Rev2 FL11411 2000 5405 HS s5.pd Created by Independent Third Party: Yes 11411.2 Series 5405 Series 5405 Impact Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11411 R9 C CAC NI006383-R7 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2027 Design Pressure: +55/-55 Installation Instructions Other: FL11411 R9 II RPL$0056 RevC 5405 HS XO ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11411 R9 AE PERNo2520 Rev2 FL11411 2000 5405 HS ss.odf Created by Independent Third Party: Yes v ;E ii Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Pine: 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: Wi eChak .. SERIES 0 VINYL HORIZONTAL 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 CONCRETE/MASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY 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/NWWDA 101/I.S.2-97, SEE TEST REPORT NO. NCTL-210-2661-2 DATED 416101 BY NATIONAL CERTIFIED TESTING LABORATORIES, ORLANDO, FL FOR DETAILS. S. MATERIAL: 5A. 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. 62. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMA/WDMA/CSA 101/I.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 1/4". 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 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 +/- V 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" 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 +/- 1" 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"), 33KSI 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 Us I F OZ w0 O a O z z � a Y Z >d � y N J Z Q n �D_azw wz a W O t- Z o z 5Of O U �ogz N 0 o gBg 1n fi w w w <n Robert J. Amoroso, RE Florida P.E. No. 49752 g'jP14E6 q,�r. oe`bm.r`i F ••.GAP 49752 ' O :� •. STA E OF rrr 70NAlEka� Digitally signed by Robert J Amoruso Date: 2018.02.02 13:33:02-05'00' PTC Predud Design Group, LLC PO Box 520775 Lorg—d, FL 32752-0775 321-690-1788 mfo@pt—,p.com FBPE Certificate & Auttloriaatioo No.25935 4" MAX. SERIES 2000 VINYL HORIZONTAL SLIDING WINDOW XOX EXTERIOR VIEW DESIGN PRESSURE RATING (PSF) IMPACT RATING NOTE 1. MAXIMUM ACTIVE PANEL SIZE: 35-3/4^X5S-3/4^ 2. M/0(|MUK4 D.LO.: 35^X57-1/2^(FIXED LITE) 3. pV1-1/2"X1N^WEEP LOUVERS 3^AND 32"FROMEACH END. 4. (4)3M^X1/4^WEEP NOTCHES ATEXTERIOR OFSILL TRACK. 5. (2)3M''X1/4^WEEP NOTCHES ATINTERIOR TRACK ENDS. HARDWARE SCHEDULE A. (2) METAL CAM -TYPE SWEEP LOCK 11 " FROM EACH END OF MEETING STILE B. (2) METAL KEEPER AT FIXED MEETING STILE C. GALVANIZED STEEL REINFORCEMENT AT RAILS AND STILES OF ACTIVE PANELS Fiortda P.E. No. 49752 Digitally signed byRobert ] *mn,uso Date: 2018�2.02 "u~����~� ����~� MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. PERIMETER SEAL BY OTHERS WINDOW 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. 1.1. WOOD FRAMING 1.2. 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 CONCRETE/MASONRY 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 1/4". 1/4" MAX. 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 1 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. 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 +/- 1" 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 y 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 -PERIMETER SEAL EXTERIOR BY OTHERS WINDOW WIDTH HORIZONTAL (JAMB) CROSS SECTION WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED Q Z = Z (� fq = ILQ fD Z W O (D W� � O N O 0 O "a O i� z Z z �y J J J w F-- Z O r coZZ Z KO 05 SQ J � Z � Z O N W w R w m Robert J. A—mso, P.E. Florida P.E. No. 49752 ............... R�sntaes Ado Q�4...��GEM1l3F.,�GJme' e�f N 89752 OT�sF� O R j 9 P G\�4'Ise ryziy /ON11110" `'`a• Digitally signed by Robert J Amoruso Date: 2018.02.02 13:33:27-05'00' PTC Product Design Group, LLC PO Box 620775 Longwood, FL 32752-0775 321-890-1788 1nfo@p1u c.'p.com FBPE Certifcate of Authorization No.25935 1 /4/2021 Florida Building Code Online BCIS Home i Log In i User Registration ' Hot Topics Submit Surcharge I Stats & Facts i Publications Contact Us BCIS Site Map Links Search Product Approval y =USER: Public User Product Approval h9enu > Product or Application Search > Application List > Application Detail 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 Product Manufacturer Address/Phone/Email Authorized Signature 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 Regency Plus Inc 2000 Locust Gap Highway Mount Carmel, PA 17851 (570)339-3374 tong@cwbyrpi.com Tony Procopio tony@cwbyrpi.com Tony Procopio 2000 Locust Gap Hwy Mount Carmel, PA 17851 (570) 339-3374 tong@cwbyrpi.com Windows Double Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval hfps://www.floridabuilding. org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvsWZ7iutEgYpU7vOmfZjgUK99bH7Y0l hw2605Lao3tlw%3d%3d Year 2011 IN 1 /4/2021 Date Approved Summary of Products Florida Building Code Online 11/20/2020 FL # Model, Number or Name j Description 28486.1 Series 8313 Vinyl Tilt Double Hung Window i Series 8313 Vinyl Tilt Double Hung Window 53" x 77" Non- ( Impact Through Jamb Anchoring. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL28486 R2 C CAC NI014261-R1.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No ( 10/31/2022 Design Pressure: +50/-50 Installation Instructions Other: E FL28486 R2 II RPL50076 RevO Series-8313-DH ss.pd Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes j Evaluation Reports FL28486 R2 AE PERNo2579 Rev2 FL28486 8313 DH ss.pdf Created by Independent Third Party: Yes Back €text 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.:: Privacv 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: MEMMERE https://www.floridabuildinq.orq/i)r/i)r app dtl.aspx?param=wGEVXQwtDgvsWZ7iutEgYpU7vOmfZigUK99bH7YOlhw2605Lao3tlw%3d%3d 2/2 f AvIvAylval,qu I PLUS.) INC. SERIES 8313 VINYL TILT DOUBLE .I O)] INSTALLATION Y ANCHORAGE DETAILS 53" MAX. FRAME WIDTH -1 PI FVATInN NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE EXCLUDING HE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL 3. LOADS TO STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. IX BUCK OVER CONCRETEWASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY 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 THE FOLLOWING. 4.1. AAMANJDMA/CSA 101/LS2/A440-11. SEE TEST REPORT NO. NCTL-110-21524-2, DATED 10/16JIB BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA, 6" MAX. 5. MATERIAL: � 5.1. FRAME: EXTRUDED RIGID PVC O.C. (TI I p .) 5.2. REINFORCEMENT: 5.2.1. GALVANIZED STEEL TUBE - TOP RAIL OF SASH AND INTERIOR MEETING RAIL. 5.2.2. 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 10.119") 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 (2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. 6.2. 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. ALTERNATE GLAZING MEETING HE REQUIREMENTS OF AAMA/WDMA/CSA 101/I.S.2/A440 SHALL BE ALLOWED PER ASTM E1300 IN NON-HVHZ LOCATIONS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1116" OR GREATER OCCURS. MAXIMUM 9-3/8 MAX, ALLOWABLE SHIM STACK TO BE114". O.C. (TYP 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3116" FLATHEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO ,) CONCRETE WITH 1 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 -I- 1" TOLERANCE. 6" MAX. t0 ANCHORING OSUFFICIENTR 2X BUCK USE #10 FLAT HEAD WOOD SCREWS WITH I NIMUM EMBEDMENTINTO SUBSTRATE WI WITH 3/4NG MINIMUM MUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN ININSTALLATION AND STALLATION DETAILS. ANCHOR O.C. (TI 1 P .) LOCATIONS HAVE +/- V 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 +/-1"TOLERANCE. 12. ALL FASTENERS TO BE CORROSION RESISTANT. G/� 1 GRI V R Y IGVV NOTES: 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. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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 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"), 33KSI OR ALUMINUM 6063-T5 0.048" THICK MINIMUM 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 Q v1 O p Z �O 0 ZQ = Z m o r° O N o a M LL O ?(9, WQ ¢ vi U p O ZQ Z l)d (DOOO jz W _i F Z O m W w w N Robert J. Amowso, P.E. Florida P.E. No. 49752 , "OV 8,14", dR ts.4Sc.Eky'R?$�rP�S '��k52 ` N 4976 r. 5YA EE DF '; '1_1-Nk1wi on Digitally signed by Robert J. Amoruso, P.E. Date: 2018.11.21 10:45:00-05'00' PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 321-690-1788 In(o@ptc-corp.wm FBPE Cedificate of Authorization No. 25935 INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. PERIMETER SEAL BY OTHERS EXTERIOR WINDOW HEIGHT II JI PERIMETER SEAL BY OTHERS INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. HEAD BEDDED IN SILICONE SEALANT 1/4" MAX. SHIM SPAC 112410 11*111 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 Z; 1/4" MAX. SHEET. c6 SHIM SPACE INSTALLATION ANCHOR. WOOD REW SCE SHOWN. SCREW SHOWN. SEE NOTE 5 R THIS THIS SHEET FOR ANCHOR TYPE SHEET S REQUIRED. Q RED 0 of (L MIN, EDGE DISTANCE. SEE NOTE OTE 5 THIS SHEET, en 0 V 0- -Z INSTALLATION SUBSTRATE z b EXTERIOR PERIMETER SEAL BY OTHERS. SEE NOTES 1 BY OTHERS TO 3 THIS SHEET. z -WINDOW WIDTH--� :D T z W m_1 w - HORIZONTAL (JAMB) CROSS SECTION 7) 0 z j< CL 0 z WOOD FRAMING, 2X WOOD BUCK, (DW 00 CONCRETE/MASONRY OR METAL FRAME APPROVED Z D I= W 0 00 W F� Z9 INSTALLATION NOTES: 2 5;z 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1 - 1, WOOD FRAMING I 1.2. STEEL STUD FRAMING AND 1.3. CONCRETE AND/OR MASONRY 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO Lu U) STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. I . 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE TX BUCK IS NOT USED, DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR Robert J. Amoroso. P.E. Florida 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 1/16"OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". N 407 5. SUBSTRATE ANCHORING METHODS: 5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" FLAT HEAD TAPGONS WITH SUFFICIENT LENGTH TO ACHIEVE A I 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 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. Digitally SIgned 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 FLAT HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM by, Robert 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 WITH 314"MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 10:44:42 -05'00' INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE /- 1" TOLERANCE. PTC Prodont Design Group, ULC 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. PO Box 520T75 Longwood, FL 32752-0775 321-690-1788 iofu@pt­orp.­rn 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH FBPE Certificate of Authorization ASTM E2112. No. 25935