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Home My WebLink About23-5509Ills 5335 EiIII ghth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 jW-"1RJ1Tjk- Issue Date: 01/12/2023 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. 1jLTA Wl" 4i • I :: . L - - U - "I - . A &= Whig Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR $1G TURF PE I XPI I OFFICE IN PERMIT E PIR 6 MONTHS WITHOUT APPROVED INSPECTION 1 E0 0 0 EM I FETE- INSTR#2023001191 OR BK10745PG1430 Pagei,fi 01/05/2023 08:17 AM Rcpt: 2537524 Rec: 10DO DS: 0,00 IT: 0.Q0 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller KUXMXMR IN" Property Identification No. 3545-21-0%"0000-00150 THE UNDERSIONED hereby i -i—s notice that irnr tc, certain rea! property. and in accordance with Section I I-- - I To be mqd 713.13 of the Florida Statutes, the following inforination is provided irt the NO-TICE OF COMMENCEMENT. I. Description 3) stmet d 1 General dc,,A d.w, Verojfjo," .:) At P14A V11 i AGF F-STA PHASF I PR 14 PG , M i OT 5 OR W14 PC, -3,42' ',;ATF 7EPHYNHILL 8, FL33540 E= .... ... ........... ... ..... , ,, ,,, I .. ... .. .. ... 3� 0&N�mor informat:ion a) Name and address: KNEW STACEY & BOWMAN SHARON R n 13 APPLEGATE DR ZERMWLLS, FA, 33M b) Name and address of f�c simpic titleholder (if other than owTitcr) 0 in Dro'le lw'� 4, Contractor Information a) Nameand address: R--&M-71813ftAveNS&WPeW$bwg,FL33710 bt Telephone W- 727-522-3035 Fax No, (Opt,) 5, Surety iril'ormallOrt a) Name and address, b) Arriontit of Bond: ci Te1cp1tone 'j"o,- 6, Lender a) Narne and address. 7. Identity of person Within the State of Florida designated by owner upon w1win nolicv.car other documents may be served-, a) Name and address: h) Tclephono No.- Fax No, (Opt ) X, In addition to hintsell, owner designatcs the following person (4) reccive as copy of (lie Vietrtlr'� Notice as provided it) Vieci on 713,13(l) (b), Florida Statuse$: a) Name and address- "') TcicrhoncNo,� Fn'g No, (IC-1171" 9e Expiration date of Notice of Commencement (ffie expiration date is one year from the date of recording unless a different date is *riat Nam f 2 72 wledmed btftiie aw thiX-S, d,,.rbmePnbeA�-- (qW of authority, c -... 0 trust", a ey in t) for (name of party on behalf of wbo 'nsitninkent s t Per,mnally Knnvvri OR Produred Hcr-,Pcanon Nl'nanr 5;'2na- Type of Idenfificattion Produc Name (print) culle� Ve n, fl t. ati, o;-, r"u-n-lu. ra to, S-2 C nii-nlI �. - %i, " , -"- - W�' t� )' wrj:,-iI J e CI wI r:1,-dft 1ae d 1','v,ggct in it am true to die best of my knowle4e and befief. F0R)3&N0Cx— ",7 Notary Pubfic State 9t Florida F!2rmtwm�fNfurml Pmen&pz!+zke AbK7vc CV ,a Rodhellit Lintein CommiS$ton fit 14111 181-837 Ex p- 10130/2025 813-780*020 City DfZephVrhU/8Permit Application Fox-813-7e0-0021 Building Department Date Received iz. 12_5 .1-L I Phone Contact for Permiffing V11-1 )15'2-Z Owner's Name + C-4c bez � Owner Phone Number i �3-5� - �U I Owner's Address 1-12-\aAQp_\M;��e . -br. I Owner Phone Number Y'hl Iks Owner Phone Number JOB ADDRESS SUBOKnG|UN PARCEL|D# WORK PROPOSED (OBTAINED FROM PROPERTY TAX NOTICE) |�| [| F| wswcomon R xDo»\LT S|Gw DEMOLISH INSTALL [_] REPAIR PROPOSED USE �—1 SFR [—1 COMM F--1 OTHER TYPE VFCONSTRUCTION �—1 BLOCK [—� FRAME [---| STEEL = �� .� ~~, '`, .�� /a�E SoFDOTAGEHEIGHT �� ~^°�~��~--~ BUILDING rn,ewo� I VALUATION OF TOTAL CONSTRUCTION F--lELECTn|CAL AMP SERVICE �--| DUKEENERGY [--| miR.E.C. [--lPLUMB|wG F--l�sC*^w|�� u^�U�T0m�p��xaw|�^L|w3n��u\T|ow __ =GA8 F--| ROOFING [—� SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA F--lYES NO BUILDER COMPANY SIGNATURE REGISTEREDpssounnsx Address License# ELECTRICIAN COMPANY' SIGN V xT n� GI RE rssoonns^ [_y/N�] Address L|crnuew PLUMBER COMPANY SIGNATURE nso/arenso L,/i_N_1 pssComns^ Address I Liuunae# MECHANICAL COMPANY �N a| ATURe nsu/srcnco [_y!N pssounnsx Address I Lioonxe# OTHER COMPANY SIGNATURE REGISTERED FEE ounnsN Address Limynee# RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (1o)working days after submittal date, Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities &1dvmpmer; 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 (1O)working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities &1gumpntor. Site Work Permit for all new projects, All commercial requirements must meet compliance SIGN PERMIT Attach (2)sets ufEngineered Plans. ~~~~pnOPERTYSURVEY required for all NEW construction. Directions: rmout application completely, Owner & Contractor sign back ofapplication, notarized |fover *2s0w,aNotice of Commencement iarequired. (ACupgrades over $rsVO} ^~ 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 vfcontract required) Rempfs if shingles Sewers Service Upgrades A/C Fmnuea(PloV8ummy/Footage) Driveways -Not over Counter nonpublic magwaya'needs ROW NOTICE OFDEED RESTRICTIONS: The undersigned undershyndothatthiupennitnlaybesubeotto^deed^reotrictions^ which may bamore 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 e contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor in not licensed as required by |aw, both the owner and contractor may be cited for misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended vvork, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired e contractor or contnectons, 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 oontnactor, that may be an indication that he ionot properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES 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|d|nge, or expansion of existing bui|dingn, as specified in Pasco County Ordinance numberO9'O7 and 90-07. as emended. The undersigned also understands, that such fees, as may be due' will be identified at the time of permitting. K is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving e "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer 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, as amended): |fvaluation ofwork ia$2.5OU.00ormore, | certify that |, the app|ioont, have been provided with o 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 ittothe ^owner'prior tocommencement. CONTRACTOR'S/OVVWER`SAFF|DA\/!T: | certify that all the information in this application is accurate 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 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 laws regulating conatrucUon. County and City codeo, zoning regulations, and land development regulations in the jurisdiction. | also certify that | understand that the regulations of other government agencies may apply to the intended vvork, and that it is my responsibility to identify what actions | must take to be in compliance. Such agencies include but are not limited to: - Department ofEnvironmental Proteotion-Cypress Boyheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management D|ptrict-VVe||s, Cypress Bayheedo, Wetland Ansos, Altering Watercourses. - Army Corps ofEngineero-Geam/a||s, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-AeUa, Wastewater Treatment, Septic Tanks, - U8Environmental Protection Agency -Asbestos abatement. - Federal Aviation Authority-Runwoya. | understand that the following restrictions apply tothe use offill: - Use offill imnot allowed inFlood Zone ^V''unless expressly permitted. - If the fill material is to be used in Flood Zone "A'', it is understood that a drainage plan addressing a "componoeting volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fi|| material is to be used in Flood Zone ''A^ in connection with o permitted building using absnn vvo|| construction, | certify that fill will be used only tofill the area within the stem wall. - If fill material is to be used in any area, | certify that use of such fi|| will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots |aoo than one (1) acre which are elevated by h||, an engineered drainage plan is required. If I am the 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 o separate permit may be required for electrical vvurk, p|umbing, aigna, vve/|s` pools, air oonditioning, gas, or other installations not specifically included in the application. A permit issued shall beconstrued tobealicense to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the taohoiom| codeo, nor shall issuance of permit prevent the Building (]ffinio| 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 issuance, 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 requeoted, in vvribng, from the Building Official for period not to exceed ninety /QO\ days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. FLORIDA JuxATVF.s. 11 ~- oxvmERomAGs � 4= --Subscribed and sworn to (or affirmed) before me this - Who Z0 or has/havuproduced , identification. LAC Notary Public Public Name g!I`ktaY1yp9d'printed or stamped Name ofNotary typed, printed orstamped Notary Public State of Florida Corporate I I I VLK I I%Ve IN, Sal FL 33711 866-717-8582 License#: CGC1 507607 OUTM.1,004ME License#: CGC1527975 Stacey / Pete Knebel 813-528-1114 Date:IV 1 7213 Applegate Dr daisyrosek@hotmaii.com Rep: Ryan Mitchell Z_hyrhN!� M "VZr"'n V1. - M , - ___�+_ This agreement is between Reece Builders/Windows, Inc. and Stacey / Pete Kriebel 1, Total number of Windows in the home 711 Total number of Windows being installed 7 I -- ber of SMIng Glass Doors �_ AV.0 -U "LlUt. -IV it 1� X lk-A.Ji. -Size 73x5O Ouentity Interior Color White Exterior Color White <'= Grids No Grids Glass Coating Conservation Glass Shle -ble ung® L ocation Bpdronm 1 Siz 36x50 Quantity Interior Color White Exterior Color White Grids No Grids Glass Coating Conservation Glass Style Double Hung- Location Bedroom 2 size 36x5O Quantity 1 Interior Color White Exterior Color Whit -- Grids 11jo Gidds Glass Coating Conservation Giass Style Double Hung- Location Bathroom 1 Size 36x25 Quantity interior Interior Color White -terior Color Ex %� White O nds No Crids CUMSS C-ntfnrl Obscure Glass Frosted I MIIMI- kle-um.an Gliders Double Hung- 36x38 %vvnabA!, ' I e No Grids Double Hung - it No Grids "M-- !I Iwo L-Ight Sfilder�- "7 TM Location Quantity T.T*=. E � = Kitchen V Le Consentation GiasS Master Bedroom 1 ftL Conservation Glass Master Beudroom White Cosservation Glass PI I x 618 Ss R n a Opening(Outside View)* L-o) *Opening Disclosure: Opening orientation will be confirmed at measure with tech, will require customer initials >1 als� +, - Page 1 .,.- of — 1 Builders/Windows, Inc. Since 1972 CustomerNarne: KNEBEL, QTAnr:V/r)r:Tr C)l -rZqj; Address: If — I 111 1- _rE nm 7013 A-DPL17GIAI —a I 71=P"YRHII L'Z "435-40 Date: 12 /13 1/ 22 Measured By: DAITE - No. I Style Location Size Grids Color Panels I Comments e)) 2 x 41 -N NO WHITE NO blo X( - 4 x 2A-. DH V-Vr x 37 U 1 DIPE 7t &I?- x 10( L/2- 7. X \,v IKIL) X X X X Grids: NO Alarm: 0 Existing Windows 'Wood House Style Customer Understands Alarm Procedure: —*jk— Vinyl — Steel — Aluminum Brick Wood — Block Company: REECE BUILDERS Job Description: WINDOWS SGD Prepared By: JOHNNY Client Name: KNEBEL Project Number: 21595 Design Data Building Data Wind Velocity (mph) 145 Mean Roof Height 18 Risk Category 2 Building Width (it) 42 Exposure Category B Building Length (ft) 45 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coefficient 0.18 Design pressures listed below are: Allowable Strength OPENING MARK 1 OPENING DESCRIPTION 2LS LOCATION ZONE 4 OPENING ELEVATION 3 OPENING DIMENSIONS MAXIMUM POSITIVE WIDTH (INCHES) HEIGHT (INCHES) PERSSURE(PSF) 73 50 21.3 MAXIMUM NEGATIVE PRESSURE(PSF) -23.2 2 DH 4 3 36 50 22.4 -24.3 3 DH 5 3 36 50 22.4 -29.7 4 DH 4 3 36 24 223 -24.6 5 DH 4 3 36 38 22.7 -24.6 6 SGD 4 0 72 80 20.6 -22,6 7 DH 4 3 36 37 22.7 -24.6 8 21-S 4 3 73 50 21.3 -23.2 . .. .. ...... Width of End Zone (a) in feet = 4.2 -,-S�-- --<- STRUCTURES INTERNATIlONAL, LLC SrTm %ko" v cvr� 12/20/2022 8:03 AM MONO 1 I BCIS Home 1 Log In 1 User Registration i Hot Topics Submit Surcharge I stats & Facts Publications Contact Us BCIS Site Map Links I Search dProduct Approval Florida USER: Public User Product Approval Menu > Product or App lication Search > & ication List > Application Detail _pCgyA1__-jn _pL__ 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 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 Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard )Leff AAMA/WDMA/CSA 101/I.S.2/A440 2008 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect _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 g# Model, Number or Name Description 11411.1 Series 2000 Series 2000 Vinyl Horizontal Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 other: Certification Agency Certificate FL11411 R9 g CAC NI006137-R9.pdf Quality Assurance Contract Expiration Date 03/31/2027 Installation Instructions 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 EL11411 R9 AE PERNo2520 Rev2 FL11. 1 2000 5405 HS ss.pdf Created by Independent Third Party: Yes 11411.2 Series 5405 Series 5405 Impact Vinyl Horizontal Sliding Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Certification Agency Certificate FL11411 R9 C CAC NI006383-R7 pdf Quality Assurance Contract Expiration Date 11/30/2027 Installation Instructions FL11411 R9 II RPLS0056 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.pdf Created by Independent Third Party: Yes Contact Us :: 226QI BI is r 5tgne Road, TallPhassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-20 3 State of Florida.:: Privac 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: ';k M eCksck ... 18=.rj SERIESRJEGENCY PLUS, INC. ! VINYL HORIZONTAL j WINDOW 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. 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/NW WDA 101/1.S2-97. 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 E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMAM/DMA/CSA 101/IS2/A440 SHALL BE ALLOWED PER ASTM E1300. T 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" Oft 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 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. 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 314" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 11 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 I DESCRIPTION 1 NOTES 2 ELEVATION & ANCHORING 3 INSTALLATION DETAILS O N Q �oK Z Z T oy O r U) < u 2 Q H t n d z Z w 49 w NN 01 1. Fm ofZ 4 O U OJ ~ Z og o } N O N 8 w O w Robert J. AmoNso, P.E. Florida P,E. No. 49752 'n' INMESr4 s N 4975a • Gs g ar• •;oc -v yOT;,s •0: ^4^FS LORt�?@'Q�'�e^• Digitally signed by Robert J Amoruso Date: 2018.02.02 13:33:02-05'00" PTC Product Design Group, LLC PO Boa 520775 Longwood, FL 32752-0775 321-690-1788 WoOptc-corp— FBPE Certificate of Authorization No, 25935 111^ MAX pxxwc vumm 4" ^ � MAX.� | | | MAX O.C. | MAX. �MAX. X X EYTEVIOVVIEW DESIGN PRESSURE RATING (PSF) IMPACT RATING +40.0/40.0 NONE NOTES: 1. MAXIMUM ACTIVE PANEL SIZE: 85-5/4^X58-@m^ 2. MAXIMUM [\Ul: 35"X574/2"(FIXED LITE) 5. (4)1-1/2^X1/4^WEEP LOUVERS 3^AND 3ZFROM EACH END. 4. (4)3M''X1M^WEEP NOTCHES AJEXTERIOR OFSILL TRACK. 5. (2)3/4^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 | | | i�a|�� Flodd. P.E. No 49752 Digitally signed byRobert ] *moruso Date:2Ol8.0ZQ2 "C��~� �� =�°= ."" � MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. PERIMETER SEAL BY OTHERS WINDOW 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. IX 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 3116" 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 +/- l" 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 +/- l" 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 3/4" 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 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 INTER -PERIMETER SEAL EXTERIOR BY OTHERS WINDOW WIDTH HORIZONTAL (JAMB) CROSS SECTION WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED N � N on o F D LL i w C) 0 F o Z d 1 a hO o Robert J. Amoroso. P.E. Florida P.E. No. 49752 mQi z �.��GE%Jg�.'.. h�G'p N 49752 1• O y 1I1 -- 9TAYE OF :4uv .z°d+SfONAr ��-prp Digitallysigned by Robert J AmOrUSO Date: 2018.02.02 13:33:27-05'00' PTC Product Design Group, LLC PO Be. 520775 Longwood, FL 32752-0775 321-690-1788 info@pto-corp.com FBPE Certificate of Authorization No.25935 1/4/2021 - Florida Building Code Online =NO BCIS Home 1 Log In j User Registration Hot Topics I Submit Surcharge j Stats & Facts 1 Publications Contact Us # BCIS Site Map Links Search Mori*Product Approval USER: Public User Product Approval Menu > Lrg— uct or ApplicIn n a r h > Apal-10 _onList > 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) 339-33�4 tony@cwbyrpi.com Tony Procopio tony@cwbyrpi.com Tony Procopio 2000 Locust Gap Hwy Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Windows Wouble Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute 514ndsmd AAMA/WDMA/CSA 101/l.S.2/A440 Method I Option A Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval hftps://www.floridabuilding.org/pr/pr�_app_dti.aspx?param=wGEVXQwtDqvsWZ7iutEqYpU7vOmfZjgUK99bH7YOlhw2605Lao3tlw%3d�/�3d Y&M 2011 HE, 4 Florida Building Code Online Date Approved 11/20/2020 Sumer of Products FL odel, Humber or Name Description 28486.1 Series 8313 Vinyl Tilt Double Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Series 8313 Vinyl Tilt Double Hung Window 53" x 77" Non - Impact Through Jamb Anchoring. Certification Agency Certificate _ FL28486 R2 C CAC NIO14261-R1.pd Quality Assurance Contract Expiration Date 10/31/2022 Installation Instructions FL28486 R2 II RPLS0076 RevO Series-8313-DH ss.pdf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL28486 R2 AE PERNo2579 Rev2 FL28486 8313 DH ss pdf Created by Independent Third Party: Yes t..ac&t fdexfi Contact Us :: 26Q1 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statemen 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(l), 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 . httDS://www.floridabuildina.orq/Dr/i)r aDo dtl.aspx?param=wGEVXQwtDgvsWZ7iutEgYpU7vOmfZjgUK99bH7YOlhw2605Lao3tlw%3d%3d 2/2 ' } SERIES sr313 VINYL TILT DOUBLE HUNG WINDWV 53" MAX. FRAME WIDTH -1 / I ELEVATION EXTERIOR VIEW _ 6" MAX. O.C. (7YP.) 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 CONCRETEWASONRY 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 IX 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. AAMA(WDMA/CSA 101A.S.2/A440-11. SEE TEST REPORT NO. NCTL-110-21524-2, DATED 10/16/18 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA. 5. MATERIAL: 5.1. FRAME: EXTRUDED RIGID PVC 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 (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 (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 THE REQUIREMENTS OF AAMAANOMA/CSA 101A.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. OO 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM 9 - 3/v MAX, ALLOWABLE SHIM STACK TO BE 1/4'. 0. C , (TYP .) 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16- FLAT 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 +I- I. TOLERANCE. 6 MAX. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 FLATHEAD 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 _ O.C. .C. (Tyn .) tt�� 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 +/-1"TOLERANCE. _ t2. ALL FASTENERS TO BE CORROSION RESISTANT. 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 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=0A2 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 Robert J. Amq so. P.E. Fonda P.E.No 49752 Iti Njg{ 4g752sk �6 '.�I; rA E O7 F wt'?;O R111E 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 Info@pto- rp.com FBPE Certif le of Aulhonz fioo No. 25935 MIN. EMBEDMENT, INTERIOR —SEE NOTE 5 THIS E; 1/4- MAX. SHEET. /--HEAD BEDDED IN SHIM SPACE INSTALLATION SUBSTRATE INSTALLATION ANCHOR. WOOD BY OTHERS. SEE NOTES SILICONE SEALANT SCREW SHOWN. SEE NOTE 5 1 TO 3 THIS SHEET. THIS SHEET FOR ANCHOR TYPE vx REQUIRED, .......... > l"u 1/4" MAX. I SEAL 0 SHIM SPACE MIN, EDGE PERIMETER DISTANCE. SEE BY OTHERS NOTE 5 THIS SHEET. 0 INSTALLATION SUBSTRATE z EXTERIOR PERIMETER SEAL BY OTHERS. SEE NOTES 1 T BY OTHERS TO 3 THIS SHEET. 2--a— Z D (n —WINDOW WIDTH— LD n w< < 0j. Din HORIZONTAL (JAMB) CROSS SECTION mw WOOD FRAMING, 2X WOOD BUCK, a < 0 0z 0 EXTERIOR INTERIOR CONCRETE/MASONRY OR METAL FRAME WINDOW APPROVED z D < I_ uju HEIGHT 0 0- w 0 INSTALLATION NOTES: zc,) > z 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: �2 I.I. WOOD FRAMING 12 STEEL STUD FRAMING AND 1.3, CONCRETE AND/OR MASONRY w 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO U) STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 3, 1 X BUCK OVER CONCRETE/MASONRY IS OPTIONAL- WHERE 1 X BUCK IS NOT USED, DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR Robert J. Amomen, P.E. MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. Ronde P.E. No. 49752 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 'A SNMEI; 4, A-,. 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". N.1�11 SILL BEDDED IN 497S2da SILICONE SEALANT 5. SUBSTRATE ANCHORING METHODS: — . -- i PERIMETER SEAL 5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" FLATHEAD TAPCONS WITH SUFFICIENT BY OTHERS DO E: LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8"MINIMUM EDGE Cs STA e 0, 4.0 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 INSTALLATION SUBSTRATE 77 ---------- TOLERANCE. BY OTHERS. SEE NOT 1/4" MAX.] 52 FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 FLAT HEAD WOOD SCREWS WITH DigUlly signed,, 1 TO 3 THIS SHEET. SHIM SPACE 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 WITH 314"MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 10:44:42 -05'00' VERTICAL CROSS SECTION INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE /- l"TOLERANCE. PTC Product Design Gmup, LC 0 8.� 520775 WOOD FRAMING, 2X WOOD BUCK, 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. Loog=d, FL 32752-077 CONCRETE/MASONRY OR METAL FRAME 32 1_690-1788 ofo@pv,—rp.coio APPROVED 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE WITH FBPE Centilioate of Auftrizaijon ASTM E2112. No 25935 114 Series Tech 9313 Non -Impact Double Hung / Bill of Material I , Series Tech 9313 Non -Impact Double Hung f Bill of Material I Su'p ,pow PattNumthirs Qua Supplier Part Numbers Description QuantwA 4-1911 Royal IV ftfte 100 17720 Water Frame (H) 2 , Hygrade Metals ST-226-144-0,052 Operating Sash I (W-1) Keeper Sash I Impact Lock Top I Heavy Reber i Energl/Royal IVWhite 106017720 Master Frame (w) 2 Hygrarle Metals ST-187-144-GA32 1 Operating Sash, 1,(W-11 Keeper Sash / Bottom I Light rebar I EnargllR I' lit '6282t7760 Sash Frame tOperadlog4ash) I (H) 4 ProductDosign 14 Screen Cup Clear 2 EnerglIRoyal 01111(blie,128217750 Sa*hfraqwtOPemOnOSash)4(W) 4 ProduLtDasvn H-310 Screen CUP Clear 2 Ehrarml!!Oyal IVWhftIO67t?746 Glatift goad Stop (operating Sashes)f(H) 4 Product Design H-808WHIZ weep Hole coverwhits 2 E"OfM I F12yal Pit Whits 10611,1746, Qlall"ji Bead Stop (Operating Sashes) I (W) 2 RH products HH-66V"Camnt Interlock Cover (Operating Sash) I Lock Sash (W) I EAerM / Royal W White IM4 7747 Gliazing Lillrall Handle (Operating Sashes)I(W) 2 R14 Products HH-60vinyleems"t Interlock Cover (Operating Seen) I Keeper Sash fM i, Ehargl[Reyat JVWjf#jpajO,73j7T24 P*cWC*vor Head I (M' I 11 1 Amesbury ITnft 003827 271b,3Colit984Sot, IC I onstant Fow4 Balance I 4 15MMI I Royal fil'Whilial"817725 1 Sash Cover H (Keeper Sash) I(M I S.I.L. Plastic 06466-co01 Liftrall end Capre'While 4 VuerOORoyal IV W14110118017727 interlock Cover (Operating Sashes) I tM 2 Smith Staple BEA 00110 Stainless Steel Staples 318 x 112 Sash (M (Hi 20 aoerllifr2qal IV While 1070 17736 Sash Stop frame Cover I (H) 2 Ltmtarmbeyir WOSI1022 30PP12-18P50-9/16 X1 3111X 3 foam Stock 2 EMI I ROY&I N Whita487017736 Sash Ste p frame Cover Head I I Lanurtak 21300-O0077 .75White Phi. l —4 EOIVIROY41 IV While 119117738 SlopedISM11fM I i�ja �dn �Wf- CS026 ,Salance Hurricane Grade Sp AR9 4 tiara -Fab W23303NWOOOO 210 Y.300 Fin Seat Pocket Cover Mj 1107317724 1 Frame Head I NqKa ard$ficones 02AMI50010C2 Accessory Paris Installation Translucent I Uftra-Fab W23303NW0000 210 x 300 Fin Seat Pocket Cover(WI/ 11181 17'7381fra baSill I Vision industries 1057A-003-EW Hurricane Tilt Latch 4 Uftra.fab W2-3303NW0000 .210 x,300 Fin Seal Sash Frame (H) / 128217780 1 K"p r Sash 4 Vision Industries 3220SS-003-EW 2 Uft-Fab W23303NW0000 210 x.Mfln Seat Sash Frame (H)J 1282177501 Lock Sash 4 Vision Industries 8292&003�M Safe Seal K!aer 2 2 Uftra-fab W23303NWOOOO 110 X .300 Fin Seat Sash Frame PT 1128217760 1 Look Sash I Vision Industries 6987, Pivot Sam IT-S!Laped Head 4 K4 Ultri E2071OM2020 .200 X 340 8-Bulb Seal Sash Frame (M 129217750 f Look Sash I Frank Lowe MB-BK-0,125-032-064 Glass Satin Blocks Sash �Topf$ash(H) 12 Liftni-Fab W2331 I W0000 .187 X .Lqq Fin Seal Interlock Cover (M 1118017727 /!Stmr Sash — I ... OLF Co!poraffon 112003 # 5132" Tri-Riveat A401275 Grip I Sash Pivot Sam 12 UNY*fab W2330'INWOOOO A 87 x.300 Fla Seat Interlock Cover M 11180 17727 1 Lock Sash 1 GLF Corporation 137341 # MO x OX50 FfaltWater Shoulder I Sash / Hurricane Latch Uhra Fab w112257w0000 270 -x 120 Fin Said Sash Frams (HilS!!jgIeLal;Screen Frame 2 GLF Corporation 120376 # lix 1 IW'Tek White I Locks 4 Shapes Unlimited 06546NO"92 Single!" Frame Now Who 3 GLF Corporation 11-6-824 #OX1"Tek White jKee r& 4 ShOPO Unlimited OSSISNEW102 DoubloLeg Frame Now White 1 Corporation 117696 #6 X SW Tek I Sash Reber (H) 12 Adopt 2584 Tension Springs il 'GLF GLF Co!porratlon 117596 # 6 x 610"Tek I Sash Reber Phftr 3002606 Face )ass Screen Cloth Charcoal I Wx Sw GLF Corporation 120760 --12 # 8 x1W Tek I Pon Head (Balance Shoes 4 flialeeffal Plastic:USA EX•FLX-0165-BK Isor"AsolmetHl1w) 4 GLF Con�2ratkm 116606 # 6 X 3W Tek I Screen Clips While, 4 H"mde metals CK252X260 =iCO-11 I(= gRebaral 4 GLF Co!poration 401168 # 42 x 3" Flat I installation Screws. 10 1HYgrademetals $T-220-1444.052 I Lock Sash I lmp�!ot Look Top I Heavy Cardinal I Double Stren gith Tempered j0perating Lock Sash I 3A T G366 1452 FE61 3.1 —T I jHygradeMetals ST-187-144-0.032 10perating Sash l(W-1i LockSash I Bottom ILIghtReber I Cardinal IDouble Strength Tempered [Operating Lock Keeper/ 3A T 0366 116.8 FED 13A T Robert J. A"ooreo, P.E. Florida P.E. No. 49752 Ng 4 snare of 4r .00 Digitally signed,, by Hobert J. Amoruso, P.E. Date: 2018.11.21 10:44:19 -05'00' PTC Prel.d Design Group, LLC PO Box 520775 Loog—d, FL 32752-0775 3214M_1788 Inf.&I—P.— FBPE Certificate of Authorization No.25935 Product Approval Menu > Product 0, App lication Search > Application List > Application Detail FL # Application Type Code Version Application Status 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 FL10181-R14 Revision 2020 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Nan Ya Plastics Corporation USA 8989 North Loop East Houston, TX 77029 (713) 674-7822 Ext 105 ajen96@yahoo.com.tw RUSKIN WU ajen96@yahoo.com.tw Ruskin Wu 8989 North Loop East Houston, TX 77029-1217 (713) 674-7822 Ext 105 ajen96@yahoo.com.tw Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute M I AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2012 ASTM E1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL.10181 R14 E uiv FL 10181 ANSI p_df FL10181 R14 Enjjiv FL 1Q� ASTM E _Eg�LA_pjf https:llfloridabuilding,orglprlpr_app—dfl.aspx?param=wGEVXQwtDquracBeVCbdMbmutL4y5L8bK50JYYHemly34bhOSeMnGg%3d%3d 1/6 - Dullumy uoue uniine https:llfloridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquracBeVCbdMbmutL4y5L8bK50J)'YHemly34bhOSeMnGg%3d%3d Product Approval Method Method 1 Option A Date Submitted 08/20/2021 Date Validated 08/21/2021 Date Pending FBC Approval Date Approved 08/30/2021 Summary of Products Go to Page OW Ow Pa g e 1 2 0 Ow fF L 47P4odet, Number or Name ' 10" GLIDING FRENCH DOOR 0181.1 GLIDING FRENCH DOOR N NEUMA NON -IMPACT GLIDING 12'0" X 8'0" - OXXO, OX, XO, 60" x 8'0" GLAZED DP50 Limits of Use Approved for use in HVHZ: No Fpact C Certification Agency Certificate Approved . es f 0. HVHZ: Approved for use outside HVHZ: Yes Y FL10181 R14 QSg NjCj06L18-RS.p _�jf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 05/31/2025 Other: Installation Instructions FL10181 R14 II 08-01545C.pg Verified By: Luis Roberto Lomas 62514 I Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes '1 10 181:.2 GLIDING PATIO DOOR FIBERGLASS GLIDING PATIO DOOR W/ REINFORCED FApproved SIDELITES IMPACT Limits of Use f, for use in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes EL10181 R14 C C-Ar. NTniaiSr,-Pi p jj Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2025 Design Pressure: +50/-50 Installation Instructions Other: FL10181 R14 II nR-r)l rrar) pdf i Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL10181 R14 AE 512343Fp L 1 Created by Independent Third Party: Yes 10181.3 Gliding �Two Panel Patio Door I Gliding Two Panel Patio Door - Non -Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ.- No FL10181 R14 LjZ�j�j �-R p Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2025 Design Pressure: +50/-50 Installation Instructions Other., FL10181 R14 II nR-ni nc)qr) pdf Verified By: Luis R. Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 10181.4 MasterPlece Series Gliding Patio Door MasterPiece Series Gliding Patio Door, Nan Ya 6068 UF4b Limits of Use Approved for use in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ- Yes F-LIQ01 RIA (-- QAC NI0jjQQ9-RI .p Quality Assurance Contract Expiration Date Impact Resistant- No 04/30/2025 Design Pressure: +45/-45 Installation Instructions Other. ELIQ181 R14 1L_Q8-Q2232ELpdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports ]`LlQ181 R14 &E_UZ25q(; ,p_df Created by Independent Third Party: Yes 10181.5 SERIES "LPS GLIDING PATIO DOOR" SERIES "LPS GLIDING PATIO DOOR" GLAZED FIBERGLASS SGD GLAZED FIBERGLASS SGD W/SILL W/SILL RISER & BUBBLE COVER, XXO NON -IMPACT RISER & BUBBLE COVER Limits of Use Approved for use in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ.* Yes FL10181 R14 C CAC N 1 7 P-Iff Impact Resistant: No 181 R14 C CA(' wIni�7)Q .J-Rl,pd 2/6 . '.. vuuuariy L,UuC Ur 11irlu Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other: 02/28/2025 I Installation T—f--ti— FLIQI8I R14 11 _08z0a112_pdf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports 1 Created by Independent Third Party: Yes 10181.6 SERIES "LPS GLIDING PATIO DOOR" I SERIES "LPS GLIDING PATIO DOOR" GLAZED FIBERGLASS SGD 1 GLAZED FIBERGLASS SGD W/SILL 1 W/SILL RISER & BUBBLE COVER, XXO IMPACT RISER & BUBBLE COVER Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIQI81 R14 _QAg NI013729.06 Approved o r f use outside HVHZ: Yes FL1 1 1 R14 (-Ar- KIMI -�-7-)Q n Impact R,si,tant: Yes L10111 R14 C LLL_N�72 Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other: 02/28/2025 Installation Instructions 1 Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL1 I I R14 AE 5140IrA p Created by Independent Third Party: Yes 10181.7 SERIES "LPS GLIDING PATIO DOOR" SERIES "LPS GLIDING PATIO DOOR" GLAZED FIBERGLASS SGD GLAZED FIBERGLASS SGD W/SILL RISER W/SILL RISER & BUBBLE COVER, XXO IMPACT & BUBBLE COVER Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ* Yes FLIQIBI R14 CCAC NIQ13722&Z-2j�pdf Impact Resistant: Yes F rAr h11013729 r Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other: 02/28/2025 Installation Instructions BUM R14 11 08-03118,Qd Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FLIQ181 R14 AE 514Q27A,pd Created by Independent Third Party: Yes 10181.8 SERIES "LPS GLIDING PATIO DOOR" SERIES "LPS GLIDING PATIO DOOR" GLAZED FIBERGLASS SGD GLAZED FIBERGLASS SGD W/SILL W/SILL RISER & BUBBLE COVER, XXO NON -IMPACT RISER & BUBBLE COVER Limits of Use Certification Agency Certificate Approved for use in HVHZ: No l FL10181 R14 C CAC NI013729.03:R1.p_Lf Approved for use outside HVHZ: Yes FL10181 R14 C CAC NIQ15722,04:R1,p f Impact Resistant. No FL10181 P14 C CAC N1013729&1-_Rl p�Lf Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other: 02/28/2025 Installation Instructions Fi 1 n i R i T7 R14 Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 10181.9 SERIES "NAN YA SLIDING GLASS SERIES "NAN YA SLIDING GLASS DOOR" - 6'06'11 DOOR" Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10181 R14 (- (-A(- N1OQ6928-R5.pdf Approved for use outside HVHZ. Yes Quality Assurance Contract Expiration Date Impact Resistant: No i02/28/2025 Design Pressure: +45/-45 Installation Instructions Other: F1 10181 R14 II Verified By; Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Fl-lQlal R14 AE_512_p�df Created by Independent Third Party: Yes 10181.10 SERIES "SRS GLIDING PATIO DOOR SERIES "SRS GLIDING PATIO DOOR WITH FIELD MULLION"_7 WITH FIELD MULLION" FIBERGLASS SLIDING DOOR WITH SIDELITE - NON -IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ; No FL10151 R14 C CAC N101103S-R3.pd https:llfloridabuilding.org/pr/pr�-app_dtl.aspx?param=wGEVXQwlDquracBeVCbdMbmutL4y5L8bK50JYYHemly34bhOSeMnGg%3d`/`3d 3/6 i -jua Dujjuing uoae unone Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2024 Design Pressure. +511-50 Installation Instructions Other - I Verified By: Luis Roberto Lomas 2514 Created by Independent Third Party: Yes Evaluation Reports EL1Dj3_j__RJ_4_AE_5 t2jZ4F p_df I Created by Independent Third Partv: Yes 10181.11 SERIES "SRS GLIDING PATIO DOOR SERIES "SRS GLIDING PATIO DOOR WITH FIELD MULLION" WITH FIELD MULLION" FIBERGLASS SLIDING DOOR WITH SIDELITE Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: 10181.12 Series Gliding 3 Panel Patio Door Sliding Door Limits of Use Approved for use in HVHZ.- No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 10181.13 SERIES SPLS FIBERGLASS GLAZED I SGD 8'0 3/4 LITE IMPACT Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other., GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARY INTERLAYERS 10181.14 SERIES SPLS FIBERGLASS GLAZED I SGD 8'0 IMPACT Limits of Use Approved for use in HVHZ; yes Approved for use outside HVHZ. Yes Impact Resistant. yes Design Pressure: +50/-50 Other-, GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARY INTERLAYERS Certification Agency Certificate FL10181 Quality Assurance Contract Expiration Date 03/31/2024 Installation Instructions Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports EU0181 R14 AE 512175E,pdf Created by Independent Third Party: Yes Series Gliding 3 Panel Patio Door Sliding Door w/ Field Mullion - Non -Impact Certification Agency Certificate ELIQlU R14 C -R?_pLjj Quality Assurance Contract Expiration Date 03/31/2026 Installation Instructions Verified By: Luis R. Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes SERIES SPLS FIBERGLASS GLAZED SGD 8T 3/4 LITE MPACT Certification Agency Certificate FL10181 R14 C rAf- KIM141 Ir al,,Rl Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL10181 R14 II _Qa:035a_Qpjf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLjQLaL_&Lj_AE_51466 A pjf Created by Independent Third Party: Yes SERIES SPLS FIBERGLASS GLAZED SGD 8'0 IMPACT Certification Agency Certificate nJ-Rl.nri Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL10181 Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party; Yes 10181.15 I SERIES SPLS GLIDING PATIO DOOR 1 SERIES SPLS GLIDING PATIO DOOR - 120611 - NON -IMPACT Limits of Use Approved for use in HVHZ, No Approved for use Outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other; Certification Agency Certificate FL10181 R14 C CAC NL01I356_R3.pjjf Quality Assurance Contract Expiration Date 06/30/2024 Installation Instructions ELI0181 R14 IL 0 01 _ L 897C.pAf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports EL-101E1 R14 8E, 51258212.p f Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app—dti-aspx?param=wGEVXQwtDquracBeVCbdMbmutL4y5L8bK50JYYHemly34bhOSeMnGg%3d%3d 4/6 10181.16 I SERIES SPLS GLIDING PATIO DOOR 1 SFRTFS SPI ra Tnrntr: DATM nnno _ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No -�S FL10181 R14 A TOt 1 ,d Approved for use outside HVHZ: Yes j Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2024 Design Pressure: +50/-50 J Installation Instructions Other: FL10181 R14 II OS-01RQRr P f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes j Evaluation Reports f FL10181 R14 AE 512590D pdf 1 Created by Independent Third Party: Yes 10181.17 SERIES SPLS GLIDING PATIO DOOR SERIES SPLS GLIDING PATIO DOOR 3/4 LITE PANELS - 120611 3/4 LITE PANELS - NON -IMPACT i Limits Certification Agency Certificate Approved eUse for use in HVHZ: No FL10181 R14 C CAC NI011356-R3. df ' Approved for use outside HVHZ: Yes P j Quality Assurance Contract Expiration Date Impact Resistant: No 06J30/2024 Resign Pressure: +50/-50 E Installation Instructions Other: FL10181 R14 II 08 03621 pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL10181 R14 AE 514731.pdf Created by ' Independent Third Party: Yes I 10181,18 SERIES SPLS GLIDING PATIO DOOR j SERIES SPLS GLIDING PATIO DOOR 3/4 LITE PANELS- 120611 3/4 LITE PANELS i - IMPACT Limits of Use Approved for use in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes FL10181 R14 C AA- N T T n2_R p 3 Quality Assurance Contract Expiration Date Impact Resistant: Yes j 06/30/2024 j Design Pressure: +50/-50 Other: Installation Instructions i F i 018, R' 4 IT 08-03pcif Verified By: Luis Roberto Lomas 62514 j Created by Independent Third Party: Yes Evaluation Reports FL10181 R14 AE 514732 pdf 3 Created by Independent Third Party: Yes j i 10181.19 SERIES SRS GLIDING PATIO DOOR WITH FIELD SERIES SRS GLIDING PATIO DOOR WITH FIELD MULLION - I MULLION 1120611 - NON -IMPACT Limits of Use Approved for use in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes FL10181 R14 C CAC NI01135F-D-z )Sif Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2024 Design Pressure: +50/-50 Other: Installation Instructions FL101�1 R14 II _�$-21 899C �,P Verified By: Luis Roberto Lomas 62514 j I Created by Independent Third Party: Yes Evaluation Reports j f10781 Rr4 A S7�S�in Created by Independent Third Party: Yes 10181.20 SERIES SRS GLIDING PATIO DOOR SERIES SRS GLIDING PATIO DOOR WITH FIELD MULLION -^ WITH FIELD MULLION 120611 - IMPACT Limits of Use Approved for use in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes FL10181 Rio C AC Nmi i ass a� Quality Assurance Impact Resistant: Yes Contract Expiration Date j 06/30/2024 Design Pressure: +50/-50 Other: Installation Instructions i EL10181RT4 III-0?20-gip Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL10181 R14 AE 512542D �f i Created by Independent Third Party: Yes i Go to rage f W Page 1 / 2 Sa (;i5 %E Ew: Contact Us :: 26oi Blair Stone Road, Tallahass�g FL' 2329Phone: B50-487-16 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of FJgri :: Privary 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 https://floridabuiiding.org/pr/pr app_dd.aspx?param=wGEVXQwtDquracBeVCbdMbmutL4y5L8bK50JYYHemly34bhOSeMnGg%3d%3d 5/6 , -- vui�ylilUy —ut, VI]III IC 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 emads 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: y A tits k https:llfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquracBeVCbdMbmutL4y5L8bK50JYYHemly34bhOSeMnGg%3d°/p3d 6/6 NOTES I. LIFE PRODUCT ';HCIWN HEREIN IS DESIGNED AND MAIIIIJFA(-rtJPED TO COMPLY WITH HEOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MAS(-,,IJRY OPENING ID BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING ADD MASONPv OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. ly BUCK OVER MASONRY/CONCRETE is crTIONAL, 4 WHERE SHIM OR BUCK THCI<NESS IS LESS THAN 1-1/2" LIP41TS MUST BE ANCHOPIED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED ItAISTALLATi011 IFISTRUCTIO1,4S, ANCHORS SHALL BE SECURELY FASTENED DIRECTLY IfArCl MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. WHERE WOOD BUCK THICKNESS IS 1-1 ' /2" OR GREATER, BUCK: SHALL BE SECUR.El", FASTENED TO MASOIAR)', CONCRETE OR OFF�, OFFER STRUCTURAL LJBSTRATE. UNITS MA)' BE AHCHORED THROUGH FPAL4E TO SECURED WOOD BUCK IEl ACCORDANCE WITH MAJAIJ17ACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. WHERE I;e BUICK IS Hol USED DISSIMILAR fjIAIERIALS MUST BE SEPARATED WITH APPROVED ,OAlIFIG OR IMEMPRAFIE. SELECTION OF COADLic, OR MEMBRAIAE IS THE PESPOFISIBILIh' OF THE ARCHITECT OR ENGINEER OF RECORD, BUCKS SHALL EXTEND HE(C)HD UNIT FRAME INTERIOR FACE SO THAT FULL FRAME '.-,UPP(-,Rl IS PROVIDED. 8 SHIM AS REUUIRE0 AT EACH ANCHOR LOCATION WITH LOAD BEAR IA(; SHIM, SHIM WHERE SPACE CIF 1/16" OR ,RIATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4" 9. SHIM',; ',HALL 13E LOCATED, APPLIED AND MADE FRI-ijj MATERIALS AND THICI<NESS CAPABLE OF SUSTAINING APPLICABLE LOADS 10 WIFID LOAD DURATION FACTOR C.cf= 1.6 WAS USED FOR WOOD ANCHOR CALCULAIIC)Fl. 11. FRAME JAMB AND HEAD MATERIAL: CO -EXTRUDED PVC LONNA 17/4" TIAICI,',. 12. FRAME SILL MATERIAL: CO --EXTRUDED PVC FOAM 1/32" THICK. 13. DOOR PANEL MATERIAL: PVC COMPOSITE FOAM WITH AN EXTRUDED PVC SKIN .031" 14. UNITS MUST BE GLAZED PER ASTM E1300-04/00, WITH SAFETY GLAZING. 15. APPROVED IMPACT PROTECTIVE SYSTEM r5-R—E0LJREIlF DEBRIS REGIONS. D FOR THIF PRODUCT IN WIND BORNE REVISIONS _REV DESCRIPTION DATE I APPROVED REVISED CROSS , SEC LIONS & DETAILS L04/1 I/ I'd I P.L. 16 FOR ANCHORING THROUGH FRAME IIAFO WOOD FRAMING CAR `x BUCk JSE #1'3 WGOD SCREWS WITH SUFFICIENT LENGTH TO A('H;EVE A 1 3/3" MINIMUM 04,IBEDIAEFIT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN fill ELEVATIONS AND tIT-ITALLATI(IIAl DETAILS, I/ FOR ANCHORING THROUGH FRAME INTO MASOIARY/'-OfAG'f',EFE USE I ' 14* TAP -CONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINlIvIUM EMBEDMENT IIATC, SUBSTRATE WITH MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN 11A ELEVATION -1 AND IIASTALLATIOII.j DETAILS I R. FOR AIA10-fOrIFIC, THROUGH FRAME INTO METAL STRIJC:IUPE USE # 1 2 SIvI S CIP SELF FRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 ]HPI[AC'S M4,11MUM BEI'OHD TRUCTIJRE HAHEP10R WALL. LOCATE ANCHORS AS '-&IOWN IN ELFVl`Tl,-4'IS AND INSi.QlLATICIN DETAILS. 19. ALL FASTENERS TO BE CORROSIOIA RESISTANT. 2D. INISTALLAFON ANCHORS SHALL BE (FISTALLED IN ACCOPE)AH"E WITH Al,l'-H,--'F' LANAUFACTURER'S INSTALLArTINI INSTRUCTION'S ADD AFICHORS, SHAII FF-T RF 0--FE) IN `�UBQITRATES WITH -,TflEFlGlHS LESS THAN THE 11,41111MLIM STPEIAGTH �IPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GPA\/Ily OF (0.42 B. CONCRETE. MINIMUM COMPRESSIVE STREFICTH OF 2,010 PS] C. MASONRY: HOLLOW/FILLED BLOCF PER ASTM C90 Will -I Fm=2.000F`S1 itummitA. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33k'SI/FIj=52IlSI .-)R AUJMIIALIM 6063-T5 FU=30KSI .054" THICL: jmAtutim APPROVED CONFIGURATIONS: YO, Ol. 21. 'TEE[- REINFORCEMENTS AT STILES ARE C)PTIOFIAL. SIGNED: 05102120 19 NAN YA S COT RP. USA PNORTHLASTIC 9 898OP EAS LO HOUSTON, TX 77029 x P, L E . N 'y' GLIDING TWO PANEL PATIO DOOR 71 3/8" X 79 1/2" NON —IMPACT ZZ 0 5 yF 97--a)rz TABLE OF COFITUAITS NOTES SHEET NO, v :Z-A TAT OF 44U -0. DESCRIPTION DRAWN MIG NO. RE`, A NOTES TJH 08-01099 D ELEVATION SC/,LE DATE 08/19/10 1 I-EEI I NTS OF 6 L 3 — 5 INSTALLATION DETAILS L. ROBEnTO LOMAS P.E. 1432 WOODFORD RD LEWISVII LE, NC 27023 COMPOLIENTS 434-688-0609 ttf=�T&dbmaspe,com Luis R. Lomas P. E. FL No.: 62514 6 9 1/2" MAX I/26" MAX. 17" MAX. QIc;. t 4 7 1/2" MAX. ---- 71 3/8" FRAME WIDTH ---- 35 3/4" _ 26 1/4" PANEL WIDTH 1)1_0. WIDTH 17 1/2 `) MAX O.0 GLIDING TWO PANEL PATIO DOOR EXTERIOR VIEW DESIGN PRESSURE RATING IA4PACT RATING ±50PSF NONE 35 3/4" X 76 5/6" PANELS SHOWN. OTHER PANELS SIZES APPROVED AS LONG AS INDIVIDUAL PANEL AREA DOES NOT EXCEED 19.02 F! HARDWARE SCHEDULE _- (2) ADJUSTABLE ROLLER AT ACTIVE PANEL (1) FLUSH BOLT WITH KEEPER AT TOP OF ACTIVE PANEL (1) SINGLE LOCKING SYSTEM WITH KEEPER AT ACTIVE PANEL (1) GLIDING HANDLE SET AT ACTIVE PANEL STEEL REINFORCEMENT AT ACTIVE PANEL STILES AND PASNE PANEL INTERLOCK STILE (OPTIONAL) REVIS101-S ItD k LSECTIC SECTIONS & DETAILS 04/i7/14 RL REVISED CROSS APPRGVED 9 1/2" MAX. I .. 1/8" TEMP 1/8" TEMP EXTERIOR INTERIOR STEEL SPACER SYSTEM GLAZING DEAD 3/8" BITE k' --- P)W CORNING 1199 r�. SILICONE GLAZING. DETAIL A 76 5/8„ PANEL HEIGHT 43/64" — 66 1/8" 79 1/2" INTERIOR D.L0. FRAME 1/9" TEMP -- HEI GHT HEIGHT 1 /8" TEMP EXTERIOR STEEL / SPACER SYSTEM 3/8" BIT ,X GLAZING BEAD rw CORNING 1199 SILICONE GLAZING DETAIL B NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 GLIDING TWO PANEL PATIO DOOR 71 3/8" X 79 1/2" NON —IMPACT ELEVATION DRAWN: DWG No TJH 08-01099 SCALE NTS JDATE 08/19/10 1 > 'T2 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODF'ORD RD LEWISVILLE, NC 27023 434-688.0689 rtlanasta'trtanaspe.cam SIGNED: 0510212019 EAl 7k� 0 5 °s ; 'CAT OF W ZZ fORX0As.�ts Luis R. Lomas P.E. FL No.: 62514 EXTERIOR FINISH BY OTHERS 2X ELUCK/WOOD FRAMING BY OTHERS, 2X BUCE< To RE PROPERLY SECURED BACKER ROD AND SEALANT 9/16" MIN EDGE DISTANCE INTERIOR FINISH /F BY 01-1-IERS I 3'"MN EMBED"MENT u l 1/4" MAX SHIM 1 3/8" M11,L EMBEDMENT td INTERIOR FINISH BY OTHERS 1112 WOOD SCREW -- EXTERIOR S11 L TO BE SET IN FULL LENGTH BED Of APPROVED STRUCTURAL SEALANT 'X BUCK/WOOD FRAIR11111C, Y OTHERS, 2X BUCI< TO BE PROPERLY SECURED 9/16" MIN. INTERIOR EDCE DISTANCE El x # 12 WOOD SCREW 2X BUCK/WOOD FRAMING 8,1, OTHERS, 2x BUCK TO BE PROPERL'r SECURED EXTERIOR FIN15H BY OTHERS VERTICAL CROSS SECTION &D FRAMING 2X BLIC01NO REVISONS REV DESCRIPTION DAZE APP-.V0) ROVED D REVISED CRGSS SECTIONS 51 DETAILS 04/17/19 R.L. STEEL REINFORCEMENT 1/4" MAX. (OPTIONAL) SHIM STEEL REINFORCEMENT (OPTIONAL) INTERIOR FuEXTERIOR STEEL REINFORCEMCEIT J (OPTIONAL) HORIZONTAL CROSS SECTION 2X BUCK/WOOD FRAMING SIGNED: 0510212019 NAN YA PLASTICS CORP. USA \wMIIl///// 8989 NORTH LOOP EAST HOUSTON, TX 77029 0 .E GLIDING TWO PANEL PATIO DOOR 0 5 71 3/8" X 79 1/2" NON —IMPACT INSTALLATION DETAILS TAT OF DRAWN DWG 00. REV TJH 08-01099 D lIfIll /1111 SCALE NTS I DATE 08/19/10 Is"CET3 OF 6 L. ROBERTO LOWS AE 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL No.: 62514 434 6BB-0609 ritomas@lftmaspe.com METAL STRUCTURE BY OTHERS BACKE AND St SILL TO BE SET i FULL LENGTH BED C APPROVED SIRUCTURA SEALAN METAL STRUCTURE By OTHERS - VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION ED/16" MIN. GE DISTANCE METAL STRUCTURE BY OTHERS 9/16" MIN. 114" MAX. SHIM EDGE DISTANCE fit SMS OF, SELF DRILLING SCREW REVISIONS REV DESCRIPTION DATE APPROVED D] REVISED CROSS SECTIONS !c DETAILS 04/17/19 R.L. STEEL. REINFORCEMENT (OPTIONAL) STEEL RONFORCEMCIT (,OPTIONAL) INTERIOR E EXTERIOR STEEL REINFORCEMENT (OPTIONAL) HORIZONTAL CROSS SECTION METAL STRUCTURE INSTALLATION NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 GLIDING TWO PANEL PATIO DOOR 71 3/8" X 79 1/2" NON —IMPACT INSTALLATION DETAILS DRAVIN. DIIG I'D- TJH 08-01099 SCALE NTS 111-E 08/19/10 1 S.CE74—OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rfiomas@ltfmaspa,c m SIGNED: 0510212019 n TA0 OF Z: CV D Luis R. Lomas P.E. FL No,: 62514 2" MIN. COIACREIF/MASONRY EDGE DISTANCE BY OTHERS 1 1/4" MIN. OPTIONAL IX BUCK EMBEDMENT SEE NOTES 3-7 SHEET I BACKER ROD � 1/; MAX. AND SEALANT ElISHIM [/,I" LAPCON EXTERIOR EMBEDMENT El 1 /4" TAPCOIII nuua 2 Mlf'l I All EDGE CONCRETE/MASONRY BY C)THERS SILL TO BE SET IN FULL LENGTH BED OF APPROVED STRUCTURAL SEALANT CONCRETE/MASONRY BY OTHERS VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION INTERIOR REVISIO14S REV DESCRIPTION DATE I�APMI.JV-01 L D REVISED CROSS SECTIONS k DETAILS 04/17/19 R.L. 1/4" MAX� M SHIM Er - AX STEEL REINFORCEMENT (OPTIONAL) STEEL REINFORCEMENT (OPTIONAL) INTERIOR EXTERIOR STEEL REINFORCEMENT -J (OPTIONAL) HORIZONTAL GROSS SECTION CONCRE TEIMA SONR Y INSTALLATION SIGNED: 0510212019 NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 GLIDING TWO PANEL PATIO DOOR :j*: 0 71 3/8" X 79 1/2" NON —IMPACT INSTALLATION DETAILS TA OF RLV .1 . OR ltlt' DRAWN: lnlG PIO. TJH 08—C D 71—-.IT 5 SCALE NTS 1` 08/19/10 OF 6 If I. ROBERTO LOMAS RE N32 WOODFORD FID LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL No.: 62514 434-688-060,9 r1lomasCMdomaspexam F—P F-017s,. I'q I 54N� �FRA ME HEAD AND JAMB CO -EXTRUDED PVC FOAM 75' THICK 4 3/4" 19,132' 0 4 314" GLIDING SILL CO -EXTRUDED PVC FOAM 1.032" THICK 6 5/8" 6 1/4" 1 3/4" 0 65A4"130] TTOM RAIL ADJUSTABLE ROLLER PVC COMPOSITE FOAM WITH —STAINLESS STEEL .031 THICK EXTRUDED PVC SKIN 3 3/32" 1 3/4" 1 11/32" "Do 5/32" _2 THRESHOLD T_r FRAME BOLT STILE END -COVER EXTRUDED ALUMINUM 6063-T6 �059" THICK FIN EXTRUDED RIGID PVC. 051 THICK RIGID PVC 6, 1/32" 1 /'T 1-3/32" 1 1/32" �FLUSH BOLT I,(EE�PER STAINLESS STEEL PANEL STILE PANEL BOTTOM R�IL REINFORCEMENT REINFORCEMENT PINE PINE I 13/16 11/32" FLUSH BOLT BAR STAINLESS STEEL REVISIONS DESCRIPTION REVISED CROSS SECTIONS & DETAILS 04/17/19 1 R.L. 4 3/4" 1 3 1 /4" 3/4" 4 314" LOCK STILE AND TOP RAIL PVC COMPOSITE FOAM WITH ,031 * THICK EXTRUDED PVC SKIN 6 5/32" SINGLE LOCKING SYSTEM STAINLESS STEEL, DIE, STEEL " - 1 1.3I/ 16 - 3/4" MEETING STILE INTERLOCK CO -EXTRUDED PVC FOAM .75" THICK 3/4" 3/14 JAMB REINFORCEMENT PINE 1/321" 1__� 25/ 32" TLOCK STILE REINFORCEMENT STEEL 4 314" STILE PVC COMPOSITE FOAM WITH .031" THICK EXTRUDED PVC SKIN 3 3/4" 9/16" (=D LOCK KEEPER STAINLESS STEEL 2 15/16" I — 21/32" , doc Ij _E_ 1 17/32" 1 - L - ANTI -LIFT STOPPER 19/32" DIE CASTING _F SCREEN RAIL EXTRUDED ALUMINUM 6063-T6.059* THICK I - I I I I'/ 16", 1 — 19/32 (Q (_j r j_ r— 7/8" 29/32 FLUSH BOLT TOP GUIDE LSH I 5 /8 5 STAINLESS STEEL T_ 1"GLAZING BEAD 43/6FGLAZING BEAD EXTRUDED RIGID PVC 039- THICK EXTRUDED RIGID PVC 3/32" F] T_ TJH STILE SCALE NTS REINFORCEMENT STEEL NAN YA PLASTICS CORP. USA 8989 WORTH LOOP EAST HOUSTON, TX 77029 GLIDING TWO PANEL PATIO DOOR 71 3/8" X 79 1/2" NON -IMPACT COMPONENTS I DWG NO _ 1 08-01099_ DATE 08/19/10 1 _'N ... 6 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, AIC 27023 434-688-0609 diomas@k1maspexam SIGNED: 0510212019 0 A OF -Zzz D Luis R. Lomas P.E. FL No.: 62514