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Home My WebLink About22-5214it of Zephyrhills 5335 Eighth Street Zephyrhills, FIL 33542 BAR-005214-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 11/15/2022 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. MGM== accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. tk/ GONT,nSIGNATURE PERM P RES IN 6 MONTHS PE IT OFFICE0 THOUT APPROVED INSPECTION T.,*7 MrTT41Fff*- 0 1 al 2 10,101 Ji 0 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received ( ( Phone Contact for Permitting I( } -- Owner's Address ��O�Q j!�Vo = Owner Phone Number 6 ` ` Owner Phone Number JOB ADDRESS LOT # Cw SUBDIVISION PARCEL ID# 4 WORK PROPOSED NEW CONSTR ADDIALT s (OBTAINED FROM PROPERTY TAX NOTICE) SIGN DEMOLISH INSTALL 8 REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL � • • • " C1�IL � ��.1 a � au "' IYY BUILDING $ ELECTRICAL $ PLUMBING $ 1 Li MECHANICAL $ GAS 0 ROOFING FINISHED FLOOR ELEVATIONS R WN ��! .% VALUATION OF TOTAL CONSTRUCTION AMP SERVICE DUKE ENERGY W.R.E.C. VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED f,r 'id {' NO L_YLN_j FEE CURREN Y/ N License # R _ILN_j FEE CURREN Y / N License # Y / N FEE CURREN Y / N License # Y / N FEE CURREN Y / N License # L� YIN FEE CURREN Y I N License # 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 w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects, All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (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 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 contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may 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 "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 "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 IMPROVEM NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANA ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed andbsw rn to( r affirm ore n this Subscribed and sworn to(or affirmed)before me this ______by__________________ Who is/are ona y no me or has/have produce Who is/are personally known to me or has/have produced as identification, as identification. tflotary Public Notary Public Commiss' n o. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped Notary Public State of Florida Cayla Rochelle Lincoln y Conirl'ssion t111 HH 137837 Exp.10/30,2025 INSTR#2022240491 OR 13KI0721 PG1124 P,g,iofl 11/09/2022 08:26 AM Rept: 2522304 Rec: 10,00 DS: 0,00 IT: ODO Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller NQ1 WAIDUC ORMEN—CM—ENT T Property Identification No, 1- -1 Lo I t - 0 T11E UNDERSIGNED hereby gives noti" that unprovements will be inadc to ceTvain real property, and in accortlance with StTvion 713. t 3 of the Florida Statutes, the following infiannation is provided in the NOTICE OF COMMENCEMENT. I , Dcsir1pi ion (if Property (legal descriptivn:) CC � Iked) Street Addmst,. 2. General description of improvements 1 zt 1 Owncr Intimnaticiii a) Name and address: b) Name and address of fee si imple titleholder (if other than owner) 4. (-ontractor Information a) Name and address: b) Telephone No,- Z Fax No. (Opt j__ Surcly I nfonnation a) Name and address: b) Amount of Bond; €`e€oplatataPk Mica.:.... ... ...... ------- 6, Lender a) Name and address: 7, Identity of pelson within the State of Florida designated by owner upcin whorn uoLiccs or other documents may be served; a) Name and addivss: In addition to himself, owner designines the following person to I eceive a ccq)y of the Lienor's Nwi ice as provideti in Sccl i(III 713-130) (b), Florida Statutes: a) --- ------------- -- - . ......... b) Te!cphone No,: Fax No, (Ort) 9. Exptration elate of Natice of Commencement (the expiration date is one year firom liar date of recoi)ding, unl"s a d4fin-ent date is spa; WARNING TO OWNER. ANY PAYMENTS MADE BYTHE OWNER AFTERTHE EXPIRATION OF TTIE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN VOUR PAYINC TWICE FOR [PROVFMENTS TO YOUR PROPERTY. A NOTICE OF BE RFCOR[QED AND PC)STED ON THE JOB SITE BEFORE THE FIRST INSPECTIONIF YOU INTEND TO ORfAIN FtNANCIN6, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMINIENCING'WORK OR RECORDING YOU NOTICE OF COMMEN MENT. 61 A VE Of FLoRIDA COUNTY OF PASCO Z �Sit§a 6F, ricrorown-er'-s—A-u Print Name ent was acknowledged before me this day of —CXAQbCe_t1. ,—, 20 Z�by 'it T, Inuit". attorne in fact) for (rnullc of Party Oil behalf VrA4WI inso-lulloot wasV" 27 F Personalty Known OR Produced identification -f Notary Signature Type of ldenfificakoyl pwo1w, -- ��uc" N-are Win Verification ponsuant tea securest 91525, Florida Statutes. Under Penalties of perjury, I declare than rave read the foregoing and that the facts stated in it are true to the hest of toy knowtodill: and belief. i ,Y� I re tha av 0�hoile Lincoln rlissio n lilt y HH 10637 Exp.10130=25 Corporate Lakeland Tampa Sarasota &LLUUMM 866-717-8582 V� I [, v,% 'n s; f **CHANGE ORDER** 757-348-4604 llfl6k License#: CGC1527975 �= -1 I a MM PF, ME*: - - Non-1 Style Two Light Slider- Location Living Room Size -49 Quantity Inerior Color t 161hite Exterior Color White Grids No Grids Glass Coating Conservation Glass Style Two Light Slider- Location Living, Room Size 73-49 Quantity Ct* Interior Color White Exterior Color White A Grids No Grids,, Glass Coating Conservation Glass Style Double Hung- Location —Garage size 36-37 Quantity Interior Color White Exterior Color White Grids No Grids Glass Coating Conservation Glass Style Three Light Slider- Location Kitchen Size Interior Color 105-49 White Quantity Exterior Color 1 White Grids No Grids Glass Coating Conservation Glass Style Two Light Slider- Location Kitchen '7777' Size 52-49 Quantity I interior Color White Exterior Color White Grids No Grids Glass Coating Conservation Glass Style Size at*, Interior Color Grids Style Size Interior Color Grids Style Size Interior Color Grids Obscure Glass Style Size 7-7 Interior Color ---i Grids Obscure Glass a", a W, 0 La Titytlwm 73-37 White No Grids 73-37 White No Grids � M Size 73-49 Interior Color White Grids No Grids Services ni-ot erformed - b wo4eec"inoows & �Ik!001"S LLLs SUMMe BRUN =.a i Location Quantity Location Quantity ru'X, L I M Location %mantity M" Location Quantity Exterior Color oating Page 2 of 4 Bedroom 1 1 White Conservation Glass Bedroom 2 White cmjf"aM Bathroom 1 White Conservation Glass Master Bath 1 White Conservation Glass Bedroo W it h I ttion Glas�r- M, Window Treatments In the event Reece Builders/Windows, Inc. is requested to remove and/or reinstall existing shutters/blinds/drapes or any other window treatment(s) Reece Builders/Windows, Inc. is not liable for any damages Page of Builders/Mbdows, Inc. Since 1972 Date: 10 / 11 / 2022 Adchress: 5906 AVOCADO STREET ZEPHYRHILLS 33542 Measured By: -pl, No. Style Location Size Grids Color Panels Comments L X -75- NO WHITE - - NO - 2 ��s `71 -72 11,3 X 4-ct `/e, - - 3 x 4 9 LS KLT- (c)5 x 41 :/B v 5 V Cr 7 / 9 x 4(� 'Is 6 7 X 7 2j—s x 8 AV3� 3 x 9 5', x 2k 10 L5 I\A seb k LO x 11 X 4 9 X Grids: NO Alarm: -� Existing Windows Wood House Style Customer Understands Alarm Procedure: Vinyl _ Steel Aluminum Brick - Wood - Block 7-4 Generalized Building Schematic $ 20 FST01 10 FEAD1 10 v 1v $ 20 14 14 28 2c FGRO1 2€ 38 BAS01 3& 14 14 `mil f 17 FCAD1 17 $ UL�t 1 31 14 1 4 Company: REECE BUILDERS Prepared By: JOHNNY Client Name: RAMOS Design Data Building Data Job Description: WINDOWS Project Number: 20596 Wind Velocity (mph) 145 Mean Roof Height 18 Risk Category 2 Building Width (ft) 55 Exposure Category B Building Length (ft) 53 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 -TO-CATION ZONE 4 OPENING ELEVATION 3 OPENING DIMENSIONS MAXIMUM POSITIVE WIDTH (INCHES) HEIGHT (INCHES) PERSSURE (PSF) 52 50 21.8 MAXIMUM NEGATIVE PRESSURE(PSF) -23.7 2 2LS 4 3 73 50 213 -23.2 3 DH 4 3 36 38 223 -24.6 4 31-S 4 3 105 50 20.8 -22.7 5 2LS 5 3 52 50 21.8 -28.6 6 2LS 4 3 73 38 21.7 -23.6 7 21-S 4 3 73 37 21.8 -- -23.7 8 AWN 4 3 36 25 T23 - 24.6 9 AWN 4 3 36 25 22.7 -24.6 10 31-S 4 3 110 50 20.7 -22.6 11 21.5 4 3 73 50 21.3 -23.2 Width of End Zone (a) in feet = 5.3 a., (a STRUCTURFS WTERINATIONALLLC swv* fthooft **Wo" 11/1/2022 8:44 AM 1/4/2021 , Florida Building Code Online FL # FL28486-R2 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Regency Plus Inc 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 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 Double Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute ROJ14AN AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval hftps://www.floridabuilding,org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvsWZ7iutEqYpU7vOmfZjgUK99bH7YOlhw2605Lao3tlw`/`3d`/`3d Year 2011 im 1 /4/2021 Date Approved Florida Building Code Online 11/20/2020 Sum __mart' of Products FL # Model, Number or Flame Description 28486.1 Series 8313 Vinyl Tilt Double Hung Series 8313 Vinyl Tilt Double Hung Window 53" x 77" Non- j Window Impact Through Jamb Anchoring. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL28486 R2 C CAC NI014261-R1 p-df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2022 Design Pressure. +50/-50 Installation Instructions { Other: FI 2 R7 II RPI S0076 Rev() SeriOf � j111 Verified By: Robert J. Amoruso, P.E. FL License No. 49752 ( Created by Independent Third Party: Yes Evaluation Reports FI 2R4R6 R2 AE PERNo2579 Rev2 FL28486 8313 DH ss p If Created by Independent Third Party: Yes i Contact Us :: 2�01 Blair Stone Road, Tallahassee FL 32399 Phone' 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 St�nte of Florida.:: Privacy Statement :: Accessibility Statement :: RefL!ryd 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: https://www.floridabuildinq.orq/pr/pr app dti.aspx?param=wGEVXQwtDgvsWZ7iutEgYpU7vOmfZjgUK99bH7YOlhw2605Lao3tlw%3d%3d 2/2 REGENCY PLUS.) INC. SERIES 8313 VINYL TILT DOUBLE i / U 53" MAX. FRAME WIDTH -1 6" MAX. O.C. (TYP.) 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 CONCRETEWASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHERE 1X BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETEIMASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE S THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING. 4.1. AAMAfWDMA/CSA 101N.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 UTES OF 3- (0.1IV) 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 AAMANJDMAICSA 101/1.5.2/A440 SHALL BE ALLOWED PER ASTM E7300 IN NON-HVHZ LOCATIONS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, - "MAX. 6. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM 9-3/8 ALLOWABLE SHIM STACK TO BE114". 0. C . (TV! f P .) g ANCHORING I I s CONCRETE WITH I I/B" MIINIMUM EDGE DISTANCE AND V MINIMUM EMBEDMENT INTO MASONRY WITH 2 MiNiMU EDISTANCE. DISTA E•LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1' 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. (TYP.) 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. m 12. ALL FASTENERS TO BE CORROSION RESISTANT. ELEVATION EXTERIOR VIEW 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"), 33KS1 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 M O =a O ZW w�} F OOo �o �u =Z Lry LU =<MZ k aa�F z ((D _j a mm v ?" 1-- W F-Z o �Q FQ U �F zO N M J LIJ mLI 8 fn uj w N Robert J. Amwuso, P.E. Honda P.E. No. 49752 Ni 49762 %b. ^ss Digitally signed, by Robert J. Aoruso, P.E. Date: 2018.11.21 10:45:00-05'00' RTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 321-690-1788 info@ptc-corp.com FBPE Certificate of AnIhonzafion No. 25935 .INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. PERIMETER SEAL BY OTHERS EXTERIOR =aEiji '� W NDOW HEIGHT PERIMETER SEAL BY OTHERS INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. HEAD BEDDED IN SILICONE SEALANT 1/4" MAX. SHIM SPACE INTERIOR SILL BEDDED IN SILICONE SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED MIN. EMBEDMENT, INTERIOR --SEE NOTE 5 THIS Z; 1/4" MAX. SHEET. SHIM SPACE INSTALLATION ANCHOR. WOOD SCREW SHOWN. SEE NOTE 5 zo THIS SHEET FOR ANCHOR TYPE w L REQUIRED. 0 MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. O VINSTALLATION SUBSTRATE EXTERIOR PERIMETERSEAL BY OTHERS. SEE NOTES 1 BY OTHERS TO 3 THIS SHEET.cry Z —WINDOW WIDTH --� 1: z C6 2: < mul < m X HORIZONTAL (JAMB) CROSS SECTION 3 n. 0- no g WOOD FRAMING, 2X WOOD BUCK, j< CL (9 j Oz 00 I CONCRETE/MASONRY OR METAL FRAME APPROVED Lu >- 1.- 2 0 U) z 0 '1.- Uj L) < 0 0 0 Z INSTALLATION NOTES: 5;z t APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1.1. -1. WOOD FRAMING 12. STEEL STUD FRAMING AND uj 1.3. CONCRETE AND/OR MASONRY X 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO w STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE IX BUCK IS NOT USED, DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR Robert I Amomw, RE. Florida P.E. No. 49752 MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 5. SUBSTRATE ANCHORING METHODS: 5.1. 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 I 118"MINIMUM EDGE OSTR a OF Zw 4tw DISTANCE AND I'MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE -/- 1' TOLERANCE. Digita , Ily sl9ped 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 FLAT HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A I 318'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4"MINIMUM by Rbb'ert J. EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE /- I"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 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 10:44:42 -05'00' INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- I'TOLERANCE. PTC Product Design Group, ULC 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. PO Box 520775 Longwood, FL 32752-0775 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH 321-690-1786 inf.@pt.—,p... FBPE Certificate of Authorb,aUon ASTM E2112. No. 25935 BILL OF MATERIALSa Series Tech 8313 Nor#-1nlpact Double Hung/Bill of Material Series Tech 8313 Non-Impact Double flung IBM of Material m - - - Supplier Part Numbers ileac€! n Qua Su her Part Numbers Description Quan Energ€l'Royal W Whites 1060/77211 'Frame(H) 2 Hygrade Metals ST 226-'#440,052 Operating Sash 1{tot 1}Keeper Sash t impact Luck Top f Heavy Rebar I U 4 Energi tRoyal IV White 106017720 Master Frame(W) -2 Hygrade Metals ST•187.144.0032 Operating Sash I(W-1)Keeper Sash/Bottom i ightrebar'.: 4 :'. W Energi/Royal WWhite 128217754 Sash Frame( g Sash)/(H) 4 Product Design H-884 Screen Cl€pClear 2 a Ehergi I Royal W WhBa 128217750 Sash Frame(Operating Sash)/ 4 Product Design 14-3160 Screen Clip Clear 2 Energl I Royal IV While 1067/7745 Waft Bead Stop(Operating Sashes)/(I} 4 Product Design H HZ Weep44oi CoverWhlte 2 Energli Royal W WIthe 1087/1745 Gtezmg Bead Stop(t0pera. Sa8hea}/(W) 2 RH Produtls kltt-66 VInyl Cement Interlock Cover(fig Sash)/Lock Sash(it - - - Energl/Royal, WWh 106811747 Gl z€ngt,3tirallHandle(OperatingSas es)l(W) 2 RH ProducL = HH-68V€nylCement lntailockCover(OperalksgSash)EKeepersash(M 5 EnerglIRoyal IVW)r e1478T7724 PocketCoverifeadI(W}' : I Amesbury/Truth 843627 27'0o.3Co8/5845erles/ConslantForce$alance 4 Energl I Royal W 4078/7725 Sash Cover Head(Keeper'Sash)l(W); I S LL,Plastic 00168-Cool .8trall End Caps White 4 En@ i 1 Royal W White/18017727Interlock Cover(Operating,Sashes)/(W) 2 Social Staple : BBA 80140 Stainless Steel Staples3/8 al/2 Sash(at)(it) 20 ErielgtI Royal IV White 107017736 Sash$tap Frame Cover.i(H) 2 Llndenmeyr W0511022 30PP12-48P60-9/16 X4318X 3 Foam Block 2 p z o E i I Ro al W White 107017736 $ash$ frame Cover Head/(W) 1 k 21300.00077 76b/hl Balance Phi 4 Q =m Erie I/R at IVWhIte1181/7738 s 5111 1 Jamess rl Wie CS026 Hurricane Grades 4 Z 3 � o ultra-Fab W23303 00'. ,214x.304FirtSoal Pocket Cover /1073/1724/Frame Head :::I NoveeaSlllçtes 42-W0IS 010O2 Accessory Parts Insia6ataaTranslucent 1 } O Ul€ra•Fab W233£3N .210x.300F€nSea[PocketCover t118117738tframeSlll I Vislonlndustrles 1057AE003•EW HurticaneTiltLatcfi 4 ¢ Z Ultra-Fab W23303 .210 x.300 Pin Sea€Sash Frame /1282/7750/Keeper Sash 4 V talon Industries 3224SS 003 EW Safe Seal Lock 2 ca i = Ultra-Fab W23303UW0000 :210 5.300 Fin Seat Sash.Froma H 1128282177501 Lock Sash 4 Vision Intl 8232A-003-OW :Safe Seal Keeper 3. ?O_ URra-Fab W233l 3NW0A4o .210 x.204 Fin Seat Sash Frame 1129217750[Lock Sash; I Vision industries 6987 Pivot Sars/1-Shaped Head 4 +>i=¢C°cL m z aa=ill Ultra-Fab E2071OWN2020 .2478 x.340"-Both Seal Sash Frame 1262177001 Lock Sash I Frank Lowe 2tt6.8K-0.12"32464 Glass SmBin Stocks Saab To (Sash H 12 ¢ O;- U/sa-Fab W23401 .187x.300 finSeat Interlock Cover t 1180 1 7727 1 K Sash 1 GLF C oration 112003 #5/32"T"tvet,040 275 1 Sash P#vof Bars 12 o¢ Y t-- � a m rx Ultra-Fab W23301NW0000 7 x 304 0lnSaai interiack Caner (118#17727/Lock Sash 1 GLFcorporatlon 137344 #8.18 x 0.850 Flat WaferShoulder t Sash I Hurricane Latch 4 Z n W u. Ultra-Fab W412267W0000 : ,270 x.220 Fit.Seal Sash Frame(HI/Single Lep Screen Frame 2 GLF COrporation 120376 #8x 11!4"Ted White/Locks 4 w U<,O Shaas Unlimited 06516NEW192 sibIa Leg Frame New White 3 GLFC n 118821 White/KeepersIFSx1"Tek 4 GO She Unlimited 06615NEW192 Double Frame New White 1 GLFCo Corporation 117056 #6 s6/8 Tek/Sash Reber 12 c o 2 5 Adept 2584 Tenalon S riit s 2 GLF Co oration 117595 #8 x sit!"Tek/sash Reber 12 N g Phlfer : 3002806 Fibe lass screen cloth Charcoal t 60"x86* 1 GLF Co oration 120766 #8x314"Tek/Pan Head(Balance Shoes) 4 m e ""plastic USA EX-FLX-Q165-BK Screen$ 0ne:(H i 4 GLF Corporation 116506 1F 5 x 3/8"Tim(Screen Clips White 4 H Lade Metals CK252X260 A#ummum Comer Ke s 4 ffCorporatlonGLF 401168 #12 x 3"Fiat t installation Screws : 10 x cgrade Metals. ST-226-144.0.052' tlneratlng Sash I -1 Lock Sash/impact Lock Top!Heavy Reber 1 Cardinal= Double Strength Tempered rating Lock Sash/3.17 0366115.8 000/3,1 T I w Hygrade Metals 81-187-1440.032 Onereling Sash/(W-1)Lock Sash t Bottom/Light'.Reber 1 Cardinal Double Strength Tempered ting Lock Keeper/3.170386/18.8 FED 13.1 T 1 Robert J.Amwuso,PE. Florida P.E.No.49752 uu+rurt`4r N 4$7826 O t STATE ElF47:µ Digiitally signed> by Robert J. Amoruso,P.E. Date:2018.11.21 10:44:19-0500' FTC Product 5esign Group,LLC PO Box 520775 Longwood,FL 32752-0775 321-6961788 Iflfo@pto orp.com FBPE Certificate of Authorization No.25935 17 BCIS Home I Log In I User Registration 1 Hot Topics Submit Surcharge I Stats & Facts Publications 1 Contact Us 1 BCIS Site Map Links 1 Search 1 bc3 Product Approval USER: Public User Pr Product Approval > Product or Application Search > Applicption list > Application Detail FL # FL11411-R9 Application Type Editorial Change Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Regency Plus Inc 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Tony Procopio tony@cwbyrpi.com Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, SD 17851 (570) 339-3374 joek@window-pros,info Joe Korzeniecki 2000 Locust Gap Hwy, Mount Carmel, PA 17851 (570) 339-3374 joek@window-pros.info Windows Horizontal Slider Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/l.S.2/A440 TAS 201 TAS 202 TAS 203 Year 2008 1994 1994 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect EL11411--E2--,Eguiv EERNo2520 Rgv2 FL11411 2000 5405 HS 5s.pff Product Approval Method Method 1 Option A Date Submitted 10/19/2021 Date Validated 10/20/2021 Date Pending FBC Approval Date Approved 10/26/2021 Summary of Products FL # Model, Number or Name Description 11411.1 Series 2000 Series 2000 Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11411 R9 C 98C NI006137-R9.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2027 Design Pressure: +40/-40 Installation Instructions Other: FL11411 R9 II RPLS0055 RevB 2000 HS XOX ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11411 R9 AE PERNa2520 Rev2 FL11411 2000 5405 HHSss.pdf Created by Independent Third Party: Yes 11411.2 Series 5405 Series 5405 Impact Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11411 R9 C CAC NI006383-R7.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2027 Design Pressure: +55/-55 Installation Instructions Other: FL11411 R9 II 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 :: 2601 Glair Stone Road, Tallahassee FL 32399 Phone: 855-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Prime Statement :: Accessibifity 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 . axa'�.:wa SERIESREGENCY PLUS, INC. I I I VINVL HORIZONTALt 1! 1l 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 CONCRETEIMASONRY SUBSTRATE. WHERE 1X BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETE/MASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 4, THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO AAMA/NW WDA 101A.S.2-97. SEE TEST REPORT NO. NCTL-210-2661-2 DATED 4/6/01 BY NATIONAL CERTIFIED TESTING LABORATORIES, ORLANDO, FL FOR DETAILS. 5. MATERIAL: 5.1. FRAME: EXTRUDED RIGID PVC. 5.2. REINFORCEMENT: GALVANIZED STEEL TUBE - CENTER HOLLOW OF ACTIVE PANEL MEMBERS (RAILS AND STILES). 6. GLAZING: 6.1. GLAZING DETAIL AS TESTED: 7/8" NOMINAL O.A. IGU COMPRISED OF 2 LITES OF 1/8" TEMPERED GLASS AND DESICCANT STEEL SPACER. ACTIVE PANELS INTERIOR GLAZED USING SEALED INSULATING GLASS WITH A DUAL DUROMETER BACK BEDDING AND A SNAP -IN RIGID DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD. FIXED PANEL INTERIOR GLAZED WITH A FOAM TAPE BACK BEDDING AND A SNAP -IN DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD. 6.2. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMANVDMA/CSA 101/I.S.2/A440 SHALL BE ALLOWED PER ASTM E1300, 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 118" MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 910 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 11. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 13.1. WOOD - MINIMUM SPECIFIC GRAVITY OF (G) 0.42 (NON-HVHZ) 13.2. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3• MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY > 117 PCF 13.4. METAL STRUCTURE: STEEL 18GA (0.0428), 33KSI OR ALUMINUM 6063-T5 0,048" THICK MINIMUM 14. APPROVED CONFIGURATIONS: XOX, OX AND XO. TABLE OF CONTENTS SHEET DESCRIPTION 1 NOTES 2 ELEVATION & ANCHORING 3 INSTALLATION DETAILS 0 o w O zU) O O Z V a > z a 'i= a a _j zD,<_j oi- 'm � Z m aWNo a U ~ g 22 z w VV a = wV ��Y o 16 g j N O N EI w w w w Robert J. Amoroso, P.E, Florida P.E. No. 49752 yJpMES 7y{k ES .4p"a ,pg � w 497sa • o s .^4�fis�COBtOp'4?�w Digitally signed by Robert J i It RTC Prodoot Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 321-6904788 info@ptc-corp, FBPE Certificate of Authonza4ion No. 25935 111^ MAX r*xwc vwum rMAXu | | | MAX O.C. MAX14 FRAME HEIGHT DESIGN PRESSURE RATING (PSF) IMPACT RATING NOTES: 1. MAXIMUM ACTIVE PANEL SIZE: 35-3/4^X59-3/4^ z. MAXIMUM O.L.U.:35^X57-1/2r(FIXED LITE) 3. (4)1-1/2^X1/4^WEEP LOUVERS 3^AND 32^FROM EACH END. 4. (4)3/4^X1/4^VVEEPNOTCHES ATEXTERIOR 0FSILL TRACK. 5. (2)3/4^X1/4^WEEP NOTCHES ATINTERIOR TRACK ENDS. HARDWARE SCHEDULE --v_-]T-Y-P-E SWEEP LOCK I V FROM EACH END OF MEETING STILE (2) METAL KEEPER AT FIXED MEETING STILE 3TEEL REINFORCEMENT AT RAILS AND STILES OF ACTIVE PANELS �MAX. 1 Florida p E. No. 49752 Digitally signed byRobert ] *muruso Date: 2018.02.03 =m�� ;�a�=�° MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. PERIMETER SEAL BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER SEAL BY OTHERS INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. INSTALLATION ANCHOR. WOOD INSTALLATION NOTES SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: TYPE REQUIRED. 1.1. WOOD FRAMING 1.2. STEEL STUD FRAMING AND 1.3. CONCRETE AND/OR MASONRY MIN. EMBEDMENT, SEE 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND NOTE 5 THIS SHEET. CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 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 1116" Oft GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114". 1 /4" MAX. 5. SUBSTRATE ANCHORING METHODS: SHIM SPACE 5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8" MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE. 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- V 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 y REQUIRED. MIN. EDGE DISTANCE. SEE NOTE 5 THIS 1/4" MAX. SHIM SPACE INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 MIN. TO 3 THIS SHEET. EMBEDMENT, SEE NOTE 5 THIS SHEET. MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE VERTICAL CROSS SECTION REQUIRED. WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED 1 /4" MAX. SHIM SPACE INTEF -PERIMETER SEAL EXTERIOR BY OTHERS WINDOW WIDTH HORIZONTAL (JAMB) CROSS SECTION WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED Q 0- = Z ' = J Q O 0 GU) z D 111 0 w O 0 N Ow W J I- ' u Hn ~ m ZZ 3� Z d0 0g SQ z f- zw �Z o N w ir w Robert J. Amoroso, P.E. Florida P.E. No. 49752 S' 00 pryge'', toy 1RMES ,1� `4.`�p4, = aY'I 49752 'NO'+" ab Digitally signed by Robert J Amoruso Date: 2018.02.02 13:33:27-05'00' PTC Produd Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 321-690-1788 info@ptc -p.com FBPE Certificate of Authorization No. 25935 FL # FL11410-R8 Application Type Editorial Change Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Regency Plus Inc 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Tony Procopio tony@cwbyrpi.com Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, SD 17851 (570) 339-3374 joek@window-pros.info Joe Korzeniecki 2000 Locust Gap Hwy, Mount Carmel, PA 17851 (570) 339-3374 joek@window-pros.info Windows Casement Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 TAS 201 TAS 202 TAS 203 y9m 2008 1994 1994 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11410-98 Equiv EERNo2519 Rev2 FL11410 2000 5205 Casement ss,p df Product Approval Method Method 1 Option A 9 Date Submitted 10/19/2021 Date Validated 10/20/2021 Date Pending FBC Approval Date Approved 10/26/2021 summary of Products FL # Model, Number or Name Description 11410.1 Series 2000 Casement Series 2000 Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11410 R8 C CAC N1006321-R9.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2027 Design Pressure: +45/-45 Installation Instructions Other: FL11410 R8 II RPLS0051 RevB Series-2000-Casement ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11410 R8 AE PERNo2519 Rev2 FL11410 2000 5205 Casement ss.pdf Created by Independent Third Party: Yes 11410.2 Series 5205 Casement Series 5205 Impact Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11410 R8 C CAC NI006316.01-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2027 Design Pressure: +55/-55 Installation Instructions Other: FL11410 R8 II RPLS0052 RevC Series-5205-Casement ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11410 R8 AE PERNo2519 Rev2 FL11410 2000 5205 Casement ss.pdf Created by Independent Third Party: Yes EME Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy. Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the. Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: `,¢,.°max' R cdra;k SERIES_jnnLEfGEN`CY PLUS, INC. 2000 WINDOW 34" MAX. FRAME WIDTH 111, O.C. TYP. HEAD & SILL 6" TYP. CORNERS AT HEAD & SILL 75" MAX. FRAME HEIGHT ELEVATION EXTERIOR VIEW VENT SIZE: 32" x 73" D.L.O. SIZE: 27.25" X 68.375" HARDWARE SCHEDULE A. (1) SINGLE HANDLE 3-POINT LOCK ON LOCK JAMB ..1) ._Y. _.. B. (1) METAL KEEPER LOCK STILE AT LOCK LOCATIONS C. (1)STANDAR ROTO OPERATOR ON SILL D. METALSNUBBERS AT END OF HINGE JAMB E. GALVAM7ED STEEL TUBE REINFORCEMENT IN HOLLOWS C PERIMETER HOLLOWS OF THE SASH 15.75" O.C. TYP. 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 IX BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETE/MASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO AAMA/NWWDA 101/I.S.2-97. SEE TEST REPORT NO. NCTL-210-2747-2 DATED 1217101 BY NATIONAL CERTIFIED TESTING LABORATORIES, ORLANDO, FL FOR DETAILS. 5. MATERIAL: 5.1. FRAME: EXTRUDED RIGID PVC. 5.2. REINFORCEMENT: GALVANIZED STEEL TUBE - LARGEST HOLLOW OF ALL VENT MEMBERS AND JAMB FRAME MEMBERS. 6, GLAZING: 6.1. GLAZING DETAIL AS TESTED: 7/8" NOMINAL O.A. IGU COMPRISED OF 2 LITES OF 1/6" TEMPERED GLASS AND 1/2" DESICCANT STEEL SPACER, INTERIOR GLAZED WITH TWO (2) LEAF DUAL DUROMETER BACK -BEDDING AND A SNAP -IN TWO (2) LEAF DUAL DUROMETER 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 AAMAIWDMAICSA 101B.S.2/A440 SHALL BE ALLOWED PER ASTM E1300. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9, FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 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 TOLERANCE, 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 6" CORNERS 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND AT JAMBS INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/_ V TOLERANCE.. 11. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 12. ALL FASTENERS TO BE CORROSION RESISTANT, 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 13.1. WOOD -MINIMUM SPECIFIC GRAVITY (G) 0.42 13.2. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY > 117 PCF 13.4. METAL STRUCTURE: STEEL 18GA (0.0428'), 33KS1 OR ALUMINUM 6063-T5 0.048" THICK MINIMUM TABLE OF CONTENT SHEET DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 INSTALLATION DETAILS O N z O Z Q a o }¢ Zo =mz¢ (9 { w (_ Q a U) �W01 Ud z Q 00>Z �E�q0 o2Nq wW uJ fn C 14 Robert J. Amoroso, P.E. Florida P.E. No. 49752 w oO yRAtE$ p *` RS =v ........... per: •rgr�NAt.ptttt Digitally signed by Robert J Fr 0 • f 11 DESIGN PRESSURE RATING (PSF) IMPACT RATING PTO Product Resign Group, LLC PO Box 520775 +45.0/-45.0 NONE Longwood, FL32752-0775 321-690-1788 info@ptc p.com FBPE Certificate of Authorization No, 25935 MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. PERIMETER SEAL BY OTHERS EXTERIOR WINDOW HEIGHT EXTERIOR PERIMETER SEAL BY OTHERS INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. INSTALLATION ANCHOR. WOOD MIN. EMBEDMENT, SCREW SHOWN. SEE NOTE 5 SEE NOTE 5 THIS THIS SHEET FOR ANCHOR INTERIOR 1/4" MAX. SHEET. TYPE REQUIRED. SHIM SPACE INSTALLATION ANCHOR. WOOD MIN. ---- — SCREW SHOWN. SEE NOTE 5 EMBEDMENT, SEE THIS SHEET FOR ANCHOR TYPE NOTE 5 THIS SHEET. REQUIRED. 1 /4" MAX. SHIM SPACE II►�Ihla[�I INTERIOR MIN. EMBEDMENT, SEE NOTE 5 THIS SHEET 1/4" MAX. SHIM SPACE MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR, WOOD NOTE 5 THIS SHEET. T "--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 El MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. EXTERIOR Li-z _z3 t PERIMETER SEAL � BY OTHERS INSTALLATION SUBSTRATE WINDOW WIDTH BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. HORIZONTAL (JAMB) CROSS SECTION WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED INSTALLATION NOTES: 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1.1. WOOD FRAMING, 1.2. 2X WOOD BUCK, 1.3. METAL FRAMING, AND 1.4, CONCRETE AND/OR MASONRY 2. SUBSTRATE 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 CONCRETEIMASONRY 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. 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". 5. SUBSTRATE ANCHORING METHODS: 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 +/- 1" TOLERANCE. 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE, 5.3. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 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. 8. OPTIONAL FLANGE INSTALLATION; SHOWN IN HORIZONTAL (JAMB) CROSS SECTION IS APPROVED AND ALSO APPLICABLE TO HEAD AND SILL. m o N _ 0 J i o. ry `v K O o 0 r z a v H .. f- on a D¢ LU 0 � z � LU 0 0 k ZE 00>g h o� oZ N — N w Ya ut Robert J. Ammso, P.E. Florida P.E. No. 49752 oa�t�1PMESrp,4� N 49752 TA . b f y4� '"'':'SiOhfAti�rs•�" Digitally signed by Robert .i Amoruso Date: 2018.02.02 13:34:55-05'00' PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 321-690-1788 lnfo@pto-cwp. FBPE Certifies a of Authodzagon No. 25935