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Home My WebLink About23-57025335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 1 BAR-005702-2023 Issue Date: 02/20/2023 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 relinspection, 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. 1,11FIXIIJ! III I III 1:Ill Jill � I I I I I I 1 11 Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT EXPIRES IN 6 MONTHS PEIMIT OFFICE[) NITHOUT APPROVED INSPECTION rffg-.T-. M; MOM q, r, INTIT. i MMI 813-780-0020 City of Zephyrhills Permit Application Fax-B13-780-0021 Building Department Date Received i t Phone Contact for Permitting ( } -- camacess qg3 g� watts ra src� Owner's Name 6a i A01 O Owner Phone Number '� Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number �® Fee Simple Titleholder Address « JOB ADDRESS { mmus ® a _ . LOT # # / d SUBDIVISION PARCEL ID-+&�9 s 41 - " "'� ®81 15 (OBTAINED FRQM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR 8 ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME y STEEL 0 DESCRIPTION OF WORK G_w< l 1 BUILDING ZE I SQ FOOTAGE HEIGHT BUILDING $ l VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE 0 PROGRESS ENERGY W.REC. =PLUMBING IS —1 =MECHANICAL 1$ :1 VALUATION OF MECHANICAL INSTALLATION =GAS �I(�'' ROOFING SPECIALTY =THE FINISHED FLOOR ELEVATIONS L.J FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED YIN FEE CURREN Y / N Address License # F� ELECTRICIAN COMPANY F SIGNATURE REGISTERED Y/ N FEE CURREN Y I N Address F License # �— PLUMBER COMPANY [— SIGNATURE REGISTERED YIN FEE CURREN YIN Address License ff �^ I MECHANICAL COMPANY SIGNATURE REGISTERED YIN FEE CURREN Y ! N Address License #—� OTHER COMPANY WindowWall LLC SIGNATURE REGISTERED YIN FEE CURREN Y I N Address 410 S Ware Blvd License# t�[iii(iti �fiititE[IfII€fi#4iit4iiiiflii�Etf€lQ6itEi14iQf3 it It tYiS'.ifA€t6tl#i,. RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 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 (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wt Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) " Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department =a NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed' restrictions" which may be more 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 law, both the owner and contractor may be cited for a 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. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not 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 buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve 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): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I 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 a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the 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 of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill 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 less than one (1) acre which are elevated by fill, 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. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit 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. requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension, If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT UUN i rcvu r— Subscribed and sworn to (or affirmed) before me this S cri d s o irm d) e-rjte thi by by C3 Who is/are personally known to me or has/have produced is/are perso a kno to me o has/have produced as identification. identification. Notary Public John Coleman Notary Public Commission No. Commission No. , Name of Notary typed, printed ar stamped Name Notary typed, pnn ed or stamped Notary ev 7'&**lStat �. JohnIr IColeman !I'� �� 059411� INVOICE INFORMATION Design Consultant QUOTE: 137195 QUOTE DATE: 1/12/2023 DELIVERY DATE: 3/16/2023 SHIPPING INFORMATION Design Consultant 1/16/2023 7:09:44 PM 1 of 4 137185 1 1/12/2023 3 (1431eFIN M441aFLG)Vinyl NON -impact SM NFRC:UF=031.8HGC=O,22. VT=0.5 WHITE 8QXFRAM[ 3/4^O.A.INSULATED GLASS PACK GLASS BYWINDOW ANNEALED GLASS 1/O''LEANNXSPACER X10^CLANN ARGON LOE"-36O +/-5OP8F DOUBLELOCK LOCATION =[DiningRoom ] COMMENTS: 4 (1431sFIN /1441sFLG)Vinyl NON -impact SH FL#:140042 NFRC:UF=O.31.8HGC=022. VT=O�5 WHITE BOXFRAME 3/4"O.A.INSULATED GLASS PACK GLASS BY WINDOW ANNEALED GLASS 1/0^LEANN XSPACER X 1/8^CLANN ARGON LOE'-36O +/-50P8F DOUBLE LOCK LOCAT0N=|0tuhen-Eq COMMENTS: 5 (1431sFIN /1441oFLG)Vinyl NON -Impact SH FU¥:14504.2 NFRC: UF=0,31.GHGC=022. YT=U.5 WHITE BOXFRAME 3/4^O.A. INSULATED GLASS PACK GLASS BYWINDOW ANNEALED GLASS 1/8^LEANN XSPACER X 1/8"CLANN ARGON LDE2-300 +/-50PSF DOUBLE LOCK �MM'Z11 8ysigning the bottom ofthis order form ' re you this represents a bindingagreement VuPumhas* products between your company ondEA8. You �*�sponsi�o�nany aU��bnneUonao�pe�ans1nUh�c 6r�,Dm|kmryda�smsubject ma terial Credit approval, *Quotes are valid for 40hours after creation ofthe quote and subject md otavai|abi|hy. Any and all quotesfor enorder that will require one hundred or more combined products requires prior review and authorization by EAS to be considered a valid quote. EA8reserves the right 1nmake changes to product hdngand availability a1all Umeefor reasons indu�ng.but not |imi�dto, changing me�etoondiUuno. ° pmduc\diocoU—�"--n.restricted material availability, and supplier price changes. EAGretains the sole right hoaccept nrdeny any order. **°Subject toApplicable Sales Tax. °° SIGNATURE 1/16/2023 7:09:44 PM 4 of 4 INSTR#2023020854OR BK10762 PG265 Page 1 of 1 02/03/2023 09:53 AM Rcpt: 2547789 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller 191219M Ms Tax Folio # 11-26-21-0010-21600-0115 The undersigned hereby gives notice that Improvement will be made to certain Real Property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal desetipWri of the property and street address, if available). 5024 19TH ST ZEPHYRHILLS, FL 33542-2167 2, GENERAL DESCRIPTION OF IMPROVEMENT: Replacement of winclows/doors, _ This space reserved for record/0-q I 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name & Address: :SuC.%!%az1 502419THSTZEPHYRHILLS.FL33542-2167 Interest in Property: Fee Simple Title Holder (if different from owner listed above): 813-64"959 4. CONTRACTOR* Name: WindowWalILLC Phone Number: Contractors Address: 410SWare Blvd, Suite 5. SURETY (if applicable, a copy of the payment bond is attached): Amount of bond: Name: — Address: S. LENDER'S NAME: Lender's address: Phone Number', Phone Number 7. Person's within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7,, Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates Of to receive a copy of the Lienor's Notice as provided in Section 713,13(1)(b), Florida Statutes. Phone number of person or entity designated by Owner: 9. Expiration of notice commencement (the expiration date will be 1 year from date of recording unless a different date is specified. 20, WARNINQL_Tg _QWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713-13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOURPOTICE OF COM/ tr/yENCEMENT. (Signature of Owner or Le"ee. or Owner's or Lessee's (Print Name and Provide Signatory's Titteloffice) Authorized Officer/Director/Pariner/Manager) State of Florida -- County of Pasco Thq foregoing instrVLnent was acknowledged before me by means Of IZI physical presence or n online notarization this ----L$E:day of f'66vZfW 202a_, by_ V",V" :S;g -,d� for (name of party on behalf of whom Instrument was executed) {type -Qfa6thDnty.,e.g. officer, trustee, attorney in fact) —personally Known or X_Produced Identification Drivers License (type of identification produced) (Signal re Public —State of Florida) ,0 p "I-NotaIS3/2020 qry ub" $t*1`0 of Florida ForrnlFS"audia MartlneZ Y amoilsolon % Q " McH 209031 EXP.1211612025 Product Approval }y USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16804-R6 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext4305 easengineering@easternmetal.com Authorized Signature James Flesher easengineering@easternmetal.com Technical Representative Jim Flesher Address/Phone/Email 10030 Bavaria Rpad Fort Myers, FL 33913 (800) 432-2204 jflesher@easternmetal.com Quality Assurance Representative Address/Phone/Email 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 Year AAMA/WDMA/CSA 101/I.S2/A440 2011 ASTM E1886 2012 ASTM E1996 2012 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16804 R6 Equiv FL16804 AAMA EQ_pdf FL168Q4 R6 Eaniv FL16804 ASTM EQ,p_1f https:I/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsclyp4ruwl9w6c7gkK93tR4fyML1 fl 17Eg %3d%3d 1 /3 10/25/21, 4:35 PM Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 16804.1 Method I option A 02/23/2021 02/25/2021 03/03/2021 Model, Number or Name Series 143 Vinyl HR Non -impact Fin 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: Maximum Size: 72" x 60", Approved Configurations XO, OX. FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1) 16804.2 Series 143 Vinyl HR Non -Impact Flange Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ-. Yes Impact Resistant: No Design Pressure: +35.0/-40.0 Other: Maximum Size: 74" x 72", Approved Configurations XO, OX. FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1) Description Series 143 Vinyl HP Non -Impact Fin Certification Agency Certificate psilf Quality Assurance Contract Expiration Date 08/30/2024 Installation Instructions FL16804 R6 I-02251A.pjj Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL16804 RLA_E 512971B.p�jf Created by Independent Third Party: Yes Series 143 Vinyl FIR Non -Impact Flange Certification Agency Certificate FI 1QQQ4 R6 Q Quality Assurance Contract Expiration Date 07/31/2024 Installation Instructions FL16814 R6 II 0 - 2 pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports 1`1_16804 R6 _AE513297B.P.d_f Created by Independent Third Party: Yes 16804.3 E VINYL NYL SERIES 176 HR _142RIZONTAL SLIDING WINDOW Lr"2 i . S: �se for use in HVHZ: Yes � T-P P roved for use outside HVHZ. Yes impact Resistant: Yes Design Pressure: +60/-60 \()ther: FRAME MATERIAL TO BE RIGID PVC FROM DEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1). GLAS-8,LNTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE FLORUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY IN e'L,4y,�RS. 16804.4 1 SERIES 176 HRP 333 PVB VINYL I HORIZONTAL SLIDING WINDOW Limits of Use Approved for use in HVHZ, Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other; FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1). GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY INTERLAYERS. 16804,5 SERIES 176 HRP 424 PVB VINYL I HORIZONTAL SLIDING WINDOW Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure; +60/-60 Other: FRAME MATERIAL TO BE RIGID PVC FROM SLIDING WINDOW Certification Agency Certificate FLI6804 R6_L_CAC _ �01 5 1 2�O 2 - P.01f Quality Assurance Contract Expiration Date 11/30/2024 Installation Instructions FL16804 R6 II 08i0325_7.12cLf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL_ ��PA� 0 Created by Inclp,��d� r y Y��S SERIES 176 HRP 333 PVB VINYL HORIZONTAL SLIDING WINDOW XOX Certification Agency Certificate FLI6804 R6 C..,_CAC _�1512�12_df Quality Assurance Contract Expiration Date 11/30/2024 Installation Instructions FL16804 R6 II 08 03658. P—Cif Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLI6804 R§_AE4ZZ4.p_5 L _�Jf Created by Independent Third Party: Yes SERIES 176 HRP 424 PVB VINYL HORIZONTAL SLIDING WINDOW XOX Certification Agency Certificate Of Quality Assurance Contract Expiration Date 11/30/2024 Installation Instructions FLL0304—RLII 08-0lb_5_9.12.1 I https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqtmmTSTNdVPsclyp4ruwl9w6c7qkK93tR4fyMLlfil7Eg%3d°/�3d 213 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. 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. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT lS PROVIDED. 8, FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS, 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12, UNITS MUST BE GLAZED PER ASTM E1300, SEE SHEET 8 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, 14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET N0. DESCRIPTION 1 j NOTES 2 ELEVATIONS 3 HORIZONTAL CROSS SECTIONS — 7 1 INSTALLATION DETAILS 8 COMPONENTS AND GLAZING DETAIL REVISIONS RGV I DEsCRIPTlON DATE APPROVED 15.FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17, FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19,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: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .125" THICK MINIMUM 20. UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ. 21. APPROVED CONFIGURATIONS: XO, OX. SIGNED: 0111412021 ensreaN aacuw e� � sYsreas lEastern EASTEaa u. sucaiv XXY1tt1tll11(�ffZ \t L o ff// TI335 \ ✓f i , •��Et��'g�/-�� SERIES 176 HR PVB VINYL HORIZONTAL SLIDING *' /It 0�51 WINDOW 7 X 62"A7_ �r F E NOTESt:� S . iAT €7F o DRAWN; DWG N0. ®� 08 036�f0ij lUM t Xti� sAc.RE DATE NTS 01/07/21 L. ROBERTO LOADS P.E.Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, FL No.: 62514 434-688-0609 rllOmasCalrbmasp FF HE 6- MAX 73" FRAME WIDTH MAX O.C. 6" MAX 18" MAX 2" AME IGHT 6" MAX SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR VIEW FINLESS INSTALLATION - 6" MAX f FF HE REMSIONS I REV I DESCRIPTION I CATE I APPROVED I 73" FRAME WIDTH 8 1/2- 4" MAX 4- MAX MAX O.C. 4" MAX 11 1/2" MAX O.C. 2" AME GHT 4' MAX SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR VIEW FININSTALLATION DESIGN PRESSURE RATING IMPACT RATING ±60.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE4 AND HVHZ 73'X 62" UNIT SHOWN. OTHER SIZES APPROVED AS LONG AS NOTES: FRAME AREA DOES NOT EXCEED 31-4 FTI 1. SASH SIZE: 36 1/8 X 59 3/8" 2. SASH D.L.O.: 32 3/4" X 55 7/8" 3. FIXED D.L.O.: 32 3/4" X 57 3/16" 4. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. 5. (2) 1 1/2" X 1/4- WEEP SLOT AT SILL FACE 2" FROM EACH CORNER. 6. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG. HARDWARE SCHEDULE A. B. (2) KEEPERS (13999) AT FIXED MEETING STILE 8- FROM HEAD & SILL (2) ASHLAND DUAL LOCKS (' ATSASH LOCK STIL F FROM SASH CORNERS C. (2) ROLLER HOUSINGS AT EACH CORNER OF SASH BOTTOM RAILS. D. !ASHLLANDDUAL (2) TRACKS AT OPERABLE SASH HEAD & SILL E. F. NT �(55556) IN �FMD MEETING RAIL (1) ALUMINUM REINFORCEMENT , ME NT (55557) IN SASH TILES AND SASH LOCK RAF (5) ALUMINUM REINFORCEMENT (55557) IN SASH [UH AND BOTTOM RAILS, JAMB S (5) UM I U. REINFORCEMENT SRI SERIES 176 HR PVB VINYL HORIZONTAL SLIDING WINDOW 73" X 62" ELEVATION A. R. i .08-03657 SCALE NTS �--' 01/07/21 SHEET 2 OF 8 L. ROBERTO LAMAS P.E. 1432 WOODrORD RD LEMSVILLE, NC 27023 434.688-0609 rfi0—@hI0MaSPe— SIGNED: 0111412021 ;:1340Y51 ITaAT 0F'M,.4ljzz REV 0 R kO'; Luis R. Lomas P.E. FL No.: 62514 fhlTf7QlnP HORIZONTAL CROSS SECTION FINLESS INSTALLATION w-rg:pinp HORIZONTAL CROSS SECTION FIN INSTALLATION REVISIONS I P- I DESCRIPTION I DATE I APPROVED I EaStern A —1—. 1 —ERNMETAL—y .sFL2 SERIES 176 HR PVB VINYL HORIZONTAL SLIDING WINDOW 73" X 62" C SS SECTIONS HORIZONTAL CROSS I DRAWN: DWG No A. R. 08-03657 I ISCALE NTS I DATE 01/07/21 l'— 3 OF 8 L. ROBERTO LOMAS RE. 1432 WOODFORD RD LEWISVILLE, NG 27023 434-686-01609 SIGNED: 0111412021 TAT� �OF-�:�:z 0. N Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. 1 /' ---F—�EMIBEDMENT BACKER ROD 1/4" MAX. & APPROVED SEALANT SHIM SPACE #10 WOOD SCREW EXTERIOR It tNTERIOR 11 #10 WOOD SCREW O Cl BACKER ROD 1/4" MAX. APPROVED SEALANT Hil SHIM SPACE I I WOOD FRAMING go 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR2XBUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REViSICNS I APPROVED I REV DESCRIPTION DATE I — I 1 1/4" MIN, 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2" MIN. EDGE DISTANCE C= cl #10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0111412021 —.1- oF Eastern EASTERNEASTERNA -TAL S—y L 0 Wl- V-1. -E E Ny I ..... .. wY SERIES 176 HR PV8 VINYL HORIZONTAL SLIDING 51 !�O�F;ZZ- WINDOW 73" X 62" '0 INSTALLATION' DETAILS ��-AA I'aAT . -4 /.' 4 t9m A- DR� DWG No� REV A. R. 08-03657 T, s c_ DATE 01/07/21 4 OL 6 cA-E KITS L. ROBERTO LOMAS P.E. 0 Luis R. Lomas P.E. 1432 WOODFORD RD LEWISOLLE, NC 27023 Ot, 0 'j' FL No.: 62514 434-686-0609 flI0—tSC$lrt0m8SPe..00m METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT MET/ STRUCTUP BY OTHEF 1/2" MIN r---r EDGE DISTANCE 1/4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING SCREW /IV I CrIfurl #10 SMS OR SELF DRILLING SCREW 1/4" MAX. F SHIM SPACE 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS REV DESCRIPTION DATE APPROVED 1/4" MAX. r SHIM SPACE T- INTERIOR 1/2" MIN. EDGE DISTANCE + SMS OR #10 SELF DRILLING SCREWS METAL STRUCTURE 4ROD BY OTHERS EXTERIOR BACKER & APPROVED JAMB INSTALLATION DETAIL SEALANT METAL STRUCTURE INSTALLATION SIGNED: 0111412021 E TA L "'y EaSterH ERN -TAL `RN " A 3' E Ld I 2 2 2 SERIES �R 176 HR PVB VINYL HORIZONTAL SLIDING 0 WINDOW 73" X 62" �OF-t2,� INSTALLATION DETAILS 1 TAT� 0. REV nn DRAWN! A. R, 08-03657 V�l\ SCALE NTS ATE 0 1 1 ID 01/07/21 J.SHCIT 5 OF 8 L. ROBERTO LOMAS P. E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-688-0609 (110—PIrl—SPe cOm — REVISIONS RFV DESCRIPTION DATE APPROVED 2" MIN. EDGE DISTANCE i CONCRETE/ ° MASONRY a . a° . 1 1/4" MIN. BY OTHERS a. o° EMBEDMENT 1 1/4" MIN. a EMBEDMENT 1 /4" MAX. SHIM SPACE OPTIONAL 1X BUCK L_J v SEE NOTES 3 — 7 �a 1/4" MAX. 2 SHEET 1 SHIM SPACE MIN. EDGE °a INTERIOR DISTANCE 0� 1/4" TAPCON o BACKER R00 & APPROVED ° SEALANT INTERIOR 1/4" TAPCON _Q EXTERIOR a� CONCRETE/ MASONRY BY OTHERS EXTERIOR BACKER ROD & APPROVED p OPTIONAL 1X BUCK BACKER ROD SEALANT U SEE NOTE 3 - 7 ° & APPROVED SHEET i SEALANT t /a" TaPcoN JAMB INSTALLATION DETAIL 0 0 CONCRETE/MASONRY INSTALLATION 1/4" MAX. OPTIONAL 1X BUCK �O SHIM SPACE SEE NOTE 3 - 7 u 1 NOTES: SHEET Q f 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. —� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE CONCRETE/ ° °a ° DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:0111412021 MASONRY - _ _ - a 1 1/4" MIN. BY OTHERS a° ° EMBEDMENTEastern �F� seeeuoF�s�sr s \XXl11E(t/�XV/// srw+ueru. sucaiv a esTF` z ��ti J\ i a TMVLftS. ti * t Ley i1�/r� 2" MIN. SERIES 176 HR PVB VINYL HORIZONTAL SLIDING sr" %�;('�0 151 EDGE DISTANCE WINDOW 73" X 62" � f� INSTALLATION DETAILS �S3 , TAT OF ttr O o <dr VERTICAL CROSS SECTION DRAwN: owc No. aEv rf'� 6 ....SSA: CONCRETE/MASONRYINSTALLATfON A.R. 08-03657 - �` 4 SCALE NTS DATE 01/07/21 SHEET OF 8 XJttlfiitllt��t L. ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-688-0609 rlOm C&ftmasPe.c m APPROVED SEALANT BEHIND FIN #10 WOOD SCREW 7/1 E EDGE I EXTERI 7/16" MIN EDGE DISTANCE #10 WOOD SCREW APPROVED SEALANT VERTICAL CROSS SECTION BEHIND FIN WOOD FRAMINGOR2X SUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4 11 MAX. F SHIM SPACE F I REVISIONS REV DESCRIPTION 1/4" MAX WOOD FRAMING SHIM SPACE BY OTHERS i INTERIOR DO 1 1/2" MIN. 0 EMBEDMENT #10 WOOD a�� SCREW EXTERIOR APPROVED SEALANT 7/16- MIN BEHIND FIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX SHIM SPACE NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0111412021 WOOD FRAMING BY OTHERS A LN OF EaStern E-EF1 -M—-lL--- YFTE EAFTEF1 METAL SU—Y 16341 D � AVE F.r L 0 nNS.' INU FoRT SERIES 176 HR PVB VINYL HORIZONTAL SLIDING 0 °G WINDOW 73" X 62" _ yg FIN INSTALLATION DETAILS TAT 0 �F*, 'k DRAWN DWG NO, REV � A. R. 08-03657 _70F TALE NTS 1,— 01/07/21 tSHEFT 8 L. ROBERTO LOMAS D.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 FL No.: 62514 434-688-0609 COO' 3 MAIN FRAME FIN INSTALLATION (476 1) EXTRUDED RIGID PVC 1 3/4" Do 2 1 1 /4" FIXED MEETING RAIL (4719) EXTRUDED RIGID PVC MAIN FRAME (4731) EXTRUDED RIGID PVC 1 1/2- 3 1 /4" BOTTOM RAIL (5539) EXTRUDED RIGID PVC REMSIONS I RIV I DESCRIPTION I DATE I APPROVED I 3 4 7 LOCK RAIL (472 EXTRUDED RIGID PVC 1/4" 1 1 rM 7/16" 1 3 /8" 11/16" t 1 T 5464 GLAZING BEAD6j REINFORCEMENT (555 6 REINFORCEMENT (4555 EXTRUDED RIGID PVC 6005-T5ALUMINUM 6005-T5ALUMINUM 1" 1/8" ANN EXTERIOR GLAZING BEAD 1 1/2- BITE 1/8" ANN 090" PVB BY KURARAY 1/8" ANN INTERIOR CARDINAL XL EDGE STAINLESS STEEL DUAL SEALED SPACER STRUCTURAL SEALANT SIKAFLEX 552 SETTING BLOCK (30096) 85 DUROMETER By CENTRAL RUBBER EXTRUSIONS GLAZING DETAIL Ed?Sfer§l 11 -12 SERIES 176 HR PVB VINYL HORIZONTAL SLIDING WINDOW 73" X 62" COMPONENTS AND GLAZING DETAIL DRAWN: DWG NG. -REV A. R. 08-0 657 1 SCALE NTS JDATE 01/07/21 1 SHEET 8 OF 8 I.. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 Ilb-a'01110—SPO M- SIGNED: 0111412021 P, L 0 N '0 aAT Y T0F"W44, — Luis R. Lomas P.E. FL No.: 62514 4riiirloi 10-I)r DNA Florida Building Code Online 11W, 4 t 4 wn I I ='1111,411"M 'IPA, ==A=ZWFA1C=M I =A, =1M 1=1 SCIS Horne Log In User Registration Hot Topics Submit Surcharge State & Facts Publications Contact US BCIS Site Mao Links Search Product Approval *'t , USER: Public User d I r RrOlIc Al2prov la Menu > ELQjUct or Application > Applicatien Lim > Application Detail FL # FL14604-Rll 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 Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext 4305 easengineering@easternmetal.com Authorized Signature James Flesher easengineering@easternmetal.com Technical Representative Jim Flesher Address/ Phone/Email 10030 Bavaria Rpad Fort Myers, FL 33913 (800) 432-2204 jflesher@easteriimetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2012 ASTM E1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect ELj4bDA_Rif _ELquLy FL14604 AAMA-LQ-.Pd-f EL14E04—P-,11--E-qulv EL14La4-LETE-E-Q4�1 https:llfloridabuilding.org/prlpr_appjtl.aspx?param=wGEVXQvvtDqsw8ZVNfe8A7badr84AYj7tUryTJXcv%2bhQrY5b5CWL4XA%3d°/a3d 1/3 10/15/21, 12:25 PM Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 14604.1 Method 1 Option A 05/18/2021 05/19/2021 05/21/2021 Model, Number or Name Series 1431 Non -Impact Vinyl SH Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configuration: O/X Vent Size: W-44,38" H-35" Glazing 3/4" Overall I.G. Series 1431 Non -Impact Vinyl SH Nailing Fin Certification Agency Certificate _UL_C_CAC OL -E,Q0f _UI QLQZ- 1- Quality Assurance Contract Expiration Date 12/31/2024 Installation Instructions FL1404 _911_U_08-_0055EQPd_f Verified By: Luis R. Lomas, RE, Florida P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 Created by Independent Third Party: Yes 14604.2 1 SeiLes.k4�r2"N'SN�ZrTipact Vinyl SH I Series 1441 Non-lmpa �riange riange Limits se `e u roved for use in HVHZ: No p roved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Configuration: 0nf urat'o nO/X Vent Size: W-50,38" H-35.13" 3/4" OverallI.G. .... . ...... - - — - - -- - --........ . . .. ... ........ - ......................... . . . . ........... 14604.3 Series 2451 Impact Vinyl SH Nailing lin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Configuration: O/X Max. Frame Size: W-48" H-72" Glazing: 3/4" Overall Laminated IG Certification Agency Certificate FL14604 R11 C CAC_NIQ1Qa1j-_R3pdf Quality Assurance Contract Expiration Date 04/30/2024 Installation Instructions FL14604 P11 II 08-00558Dj2df Verified By: Luis R. Lomas, RE. Florida P.E. 61514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R11 AE 51094 p-df Created by Indepen tarty: Yes Series 2451 Impact Vinyl SH Nailing Fin Certification Agency Certificate Quality Assurance Contract Expiration Date 09/30/2024 Installation Instructions FL14604 R11 II 08-02914A,pclf Verified By: Luis R. Lomas, P.E. 62514 Created by independent Third Party: Yes Evaluation Reports FL14604_R11_AE51_3_7_10_-P_df Created by Independent Third Party: Yes 14604.4 1 Series 2461 Impact Vinyl SH Flange i Series 2461 Impact Vinyl SH Flange Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other, O/X Max. Frame Size; W-53 1/8" H-72" Glazing: 3/4" Overall Laminated IG 14604.5 Series FWI 1000 Impact Aluminum I SH Certification Agency Certificate pdf Quality Assurance Contract Expiration Date 09/30/2024 Installation Instructions F1_14604 R11JLQBz.02915A PiJ_f Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604_E11_A �51374�QPSJ_f Created by Independent Third Party: Yes FW1 1000 Impact Aluminum SH Limits of Use Certification Agency Certificate Approved for use in HVHZ; Yes FLL4 6Q4 R11 C CAC NL OaU2QaL-_R 3. pdf - Approved for use outside HVHZ: Yes FLIAN4 R11 C CAC NI009020 02-R2.pdf Impact Resistant: Yes FL14604 R11 C CA Ig09020 03-R2 pdf Design Pressure: N/A 1 FL14604 R11 C CA(- NTni Q670.01-R- pdf Other: See drawing 08-02476 for design pressures. GLASS FL14604 R 11 CAC NI010670 R2 pdf https:llfloridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7badr84AYj7tUryTJXcv%2bhQrY5b5CWL4XA`/`3d`/`3d 2/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS: - -- 6. 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. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED, FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 5 INSTALLATION DETAILS 6 COMPONENTS REVISIONS I RN I DESCRIPTION I DATE I APPROVED 1 D ( ADDED ORIEL CONFIGURATIONS & RATING 1 04/28/20211 R.L. I 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18.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: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C_ MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 1/8' THICK MINIMUM SIGNED: 0510412021 .wE SiternMa E= e T IL ssra��Etil{L10ZXG / � r t i o ttfrawnrz SERIES 1441 VINYL SINGLE HUNG 05i NON —IMPACT 54" X 72" NOTES STATE OF 0.Sb• DRAWN: DWG N0. REV ��Crr00111111��XX�� $ O8-0051 D SCALE NTS DATE O7/29/O8 OF 6 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL No.: 62514 434-688-0609 rllomasCaiMomaspe—m - 53 1/2" FRAME WIDTH 14 11 1- 6" MAX. 6" MAX-- MAX. O.C- 6" MAX. T_ MAX. O.C. T_ 72" FRAME HEIGHT 6" MAX. SERIES 1441 VINYL SINGLE HUNG EQUAL WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING ±50,OPSF NONE HARDWARE E HEDULE A. (2) METAL CAM SWEEP LOCK MATH KEEPERS AT INTERIOR NESTING RAIL B. (2) METAL TILT LATCH AT INTERIOR MEETINGRAIL C. �T_ (2)SINGLE HUNG IMPACTCLIPAT INTER ''MEETING RAIL D. E. (2)METAL PIVOT BARS AT BOTTOM CORNERS OF EACH SASH (4) INTERLOCKING SATSILL AND BOTTOM RAIL F. ALUMINUM REINFORCEMENT (10300082) Al LOCK RAIL AND LIFT RAIL G. ALUMINUM REINFORCEMENT (10300084) At MEETING INU KNL, I 6" MAX.. 53 1/2" FRAME WIDTH 14" MAX. D.C. 6" MAX, T_ T_ 14" MAX O.C. 2" 4ME GHT 6" MAX. REVISIONS REV DESCRIPTION GATEAPPROVED ADDED ORIEL CONFIGURATIONS & RATING 1 04/28/20211 R.L. - 6" MAX. SERIES 1441 VINYL SINGLE HUNG ORIEL WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING ±40.OPSF NONE NOTES: I. EQUAL SASH SIZE: 50 318"x 35 118" 2. EQUAL UNIT D.L.G.: 48 112"X 32 112" 3. ORIEL SASH SIZE. 50 318" X 29' 4. ORIEL SASH 0. L. 0.: 48 112"X 26 3/8" 5. ORIEL FIXED D. L.O.: 48 112' X 40 718" ^ri Eh TERN METAL SYPPLv EaStern 11 A SERIES 1441 VINYL SINGLE HUNG NON -IMPACT 54" X 72" ELEVATION DRAWN: DWG NO. REV A. M. 08-00558 D SCALE NTS JDATE 07/29/08 15HL'2 OF 6— L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 rIf0Ma5C&Irl0ma5Pe — SIGNED: 0510412021 01,IkllIL lj//// o�(/// -AA TaATY07�4u 400D�"-70 Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS , /"' MIN. ISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MIN- ,AENT �E ) SCREW TO BE SET BED OF ROVED SEALANT '4" MAX. IM SPACE REVISION S REV��APPROVED ORIEL C.NFI�RAT1..l�l RATINI�.4X2.�1.2 I R.L. 1 1/4" MIN, __IF 1,4" MAX, EMBEDMENTUSHIM SPACE INTERIOR 1 1/2" MIN EDGE DISTANCE i <0 Co # 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION -11- SYSTEMS Eastern T - ILY FORT Myl- w - SERIES 1441 VINYL SINGLE HUNG NON -IMPACT 54" X 72" INSTALLATION DETAILS DRAWN: DWG NO, A.M. 08-00558 SCALE NTS 1-' 07/29/08 1"'EET3 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWtSOLLE, NO 27023 434-688-0609 lflaSC6)lrlaSPe. SIGNED: 0510412021 P, L 0 4f 0 REV D Luis R. Lomas P.E. FL No,: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER ROD & APPROVED SEALANT MET STRUCTU' BY OTHE 1/2" MIN EDGE DISTANCE W' MAX. IM SPACE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS: NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SMS OR DRILLING 1/2" MIN. W EDGE DISTANCE #10 SMS OR J SELF DRILLING SCREWS METAL ERIOR STRUCTURE BY OTHERS TO BE SET 4 BED OF 'ROVED SEALANT 1/4" MAX. SHIM SPACE REVISIONS REV DESCRIPTION DAiE APPROVED D ADDED ORIEL CONfiGURAT10N5 & RATING 04/28/2027 R.L. 1/4" MAX. SHIM SPACE INTERIOR I EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION IA ERNEastern AaCtY2CTUftAL SVSTEt✓S STERN METAL srR ie39 f DOME- AYE voRT Mrcas vLORIOA sas�z 3a•. r. ^••-•'-r .. ....o » ,awn FWi0z 221M SERIES 1441 VINYL SINGLE HUNG NON -IMPACT 54" K 72" INSTALLATION DETAILS DRAWN: DWG NO - A, M. 08-00558 SCALE NTS I DATE 07/29 //08 SHEET 4 OF F) L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0509 rffo aSC&IrIo sPe —I SIGNED: 0510412021 \wIRL l k tt0 s or,• ViE E N B 'yi ! --4TATE pw REV �s`'�'CORtUa?.,'ice Luis R. Lomas P.E. FL No.: 62514 2" MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS 4 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK 1 1/4" MIN. SEE NOTES 3 - 7 EMBEDMENT SHEET 1 CONCRETE/MASONRY 1/4" MAX, j BY OTHERS BACKER ROD a SHIM SPACE OPTIONAL IX BUCK APPROVED SEE NOTES 3 - 7 SEALANT SHEET 1 3/16- TAPCON 3/16" TAPCON 61 .— 2" 01 MIN. O EDGE 0 DISTANCE EXTERIOR y INTERIOR BACKER ROD U SILL TO BE SET APPROVED IN A BED OF I SEALANT APPROVED SEALANT OPTIONAL IX BUCK o r 1/4" MAX. SEE NOTE 3 - 7 SHIM SPACE SHEET I CONCRETE/MASONRY BY OTHERS 4 VERTICAL CROSS SECTION CONCRETEIMASONR Y INSTALLATION REVISIONS REV DE5CRIPt10N DATE APPROVED D ADDED ORIEL CONFIGURATIONS & RATING 04/28/2621 R.L. 1/4" MAX. SHIM SPACE IN M3 BACKER ROD EX_j & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEIMASONRYWNSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2- PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 Ea ?Sfer SERIES 1441 VINYL SINGLE HUNG NON -IMPACT 54" X 72" INSTALLATION DETAILS DRAWN: DWG NO. A.M . 08-00558 SCALE NTS I DATE 07/29/08 1 SHEET 5 OF 6 L ROBERTO LOMAS PE. 1432WOODFOR0 RDLEWfSVILLENC27023 434-688-0609rIJ0masCPIrl0ma,3Pe — SIGNED: 0510412021 011IIIIIIIIII 4f '0 51 TAT ZOF zz � REV N D Luis R. Lomas P.E. FL NO.: 62514 1-- 3 3/4" O 2 1 /2'* L_ 0 HEAD FRAME (10008700) VINYL PVC 3/4" 0 0 0 Lo j MEETING RAIL (10008511 VINYL PVC 1/2" 1 H REINFORCEMENT (10300084) ALUMINUM 6063-T5 REVISIONS REV DESCRIPTION DATE APPROVED D ADDED ORIEL CONFIGURATIONS & RATING 04/28/2D21 R.L. 3 3/4" 2 1/4" 2 JAMB FRAME (10008668) fLL�� VINYL PVC VINYL PVC 1 1/4' 1 1/4" 0 1 1/4 STILE (I QqQ88�42 LIFT RAIL (l �088821 LOCK RAIL (10008845) VINYL PVC VINYL PVC VINYL PVC 1/4 3/4" SIGNED: 0510412021 REINFORCEMENT (10300082) GLAZING BEAD _(100054 ALUMINUM 6063-T5 VINYL PVC A —1—e .— E Af SERIES 1441 VINYL SINGLE HUNG '0 51 NON —IMPACT 54" X 72" `p `�COMPONENTS 0 . TAT OF 1-®� DRAWN: DWG NO, REV A.M.A.M, 08-00558 D_ //;//6/0NAt. SCALE:� I SHEET 6 OF 6 O/ItIlwO CALE NTS JOAE �07/29/�08�� L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 1 434-688-0609 r1lomasgirl0masPe —