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Home My WebLink About23-7126e—pWy-rW f rs 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 I NO IN BAR-007126-2023 issue Date: 11/02/2023 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. MUM— accor ance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. , ICE C011RACTIRSIGNATURIE 14E 11TOFF PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTI t CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I e Owner's Address 5410 23RD ST ZEPHYRHILLS, FL 33542 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5410 23RD ST ZEPHYRHILLS, FL 33542 LOT # SUBDIVISION ZEPHYR HEIGHTS PARCEL ID# 12-2611-0040-00500-0030 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ® ADD/ALT ® SIGN ® DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK REMOVE AND REPLACE SAME SIZE 12 VMNDOWS NON IMPCt BUILDING SIZE SQFOOTAGE= HEIGHT fsA''iSt�6kxwty"eRlvv'e'X-VseL"Ve; BUILDING $ A 70 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMPSERVICE PROGRESS ENERGY = W.R.E.C. PLUMBING MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER CODY GREE 4 COMPANY NEWSOUTH WINDOW SOLUTION SIGNATURE REGISTERED Y / N LJ FEE CURREN Y / N Address 10741CR SROARD&COMMERCEBLVDTAMPA License# SCC131152&07 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y i N FEE CURREN Y I N Address License # PLUMBER COMPANY SIGNATURE REGISTERED FEE CURREN Y / N Address L License # MECHANICAL COMPANY SIGNATURE REGISTERED / N FEE CURREN Y / N Address Ucense # OTHERE=== COMPANY SIGNATURE REGISTERED Y N FEE CURREN Y / N Address License # ill:tli ltitllitiil'lllllitttiltas tl;lilll its ttl:4lllist still lsit :rits tlti 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 $2600, a Notice of Commencement is required. (A/C upgrades over $7600) ** 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 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 forwhich they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the constructich 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 1, 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 arrithe 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 I CONTRACTOF Subscribed and sworriefoleg-affinfred) before me this Subscribed and Who is/are -personally known to me or has/have produced Who is/are E!T22!a.knQWn rome or nasinave prouuuau as identification. as identification. Notary Public LLkA4L:::: Notary Public 4Cc&ission No. H CO) 2Z C.I(bission No Q3L1 1 2. ' lqa-m-e of Notary type--b I f ne V.PA/ Alog4t_S M N Kil t Ad, prin or Ps.—m.0 Name of Notary typed, Vnrilled or stamped KRISTINIA DIANE NOBLES MY COMMISSION it HI -I 034182 z EXPIRES: December 19,2024 Bonded Thru N0 tary Public Uidemritors 77�jo—'-,7:�—,,KIR I ST I N [A D lAN1,E N 0 B L E S 14 162 M, IS My COMMISSION , S ION # 11H MY COMMISSION # HH 034162 24 EXPIRES: December 19, 2024 Bonded Thru NatM Public Und0Mdt6r$ 1 001MMININ Permit No. State of Florida, County of Pasco Tax Folio No: 12-26-21-0040-00500-0030 THE UNDERSIGNED hereby give notice that the improvement will be made to certain red property in Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. —Description of property (legal description of property and address if available): s4io 23RD mm, zummau.3. n 33s42 10, ZEPHYR HEIGHTS 1ST ADDN P8 8 PG 21 LOT 3 BLK 5 3. Owner Information: i;42A"CV"- a) Name and Address: 5q10 -Ze 6 ,Imm, 0 X b) Interest in property: OWNER c) Name and address of simple titleholder (if other than owner): b) Contractor Information: LU < 0 U-1 ELI a) Name and Address: N—s-thw-dow, 10741 Croswm4 C=m==B1vd Tamps Fkxida 33610 il3LL-Cf b) Phone Number- 813-626-60M M 0 P c) Surety Information: 0 z = a) Name and Address: LL b) Phone Number: LLI Z _j c) Amount of Bond: S LL o a: 7- < 0 LE d) Leader Information: CE: 0 X a) Name and Address: b) Phone Number: 0 U-) M C.L Cr e) Person within the State of Florida designated by owner upon whom notices or other documents may be served as 0 < 0 0 Z 1 < provided by 713.13 (1)(a) 7, Florida Statutes: F— 1 Q a a) Name and Address: b) Phone Numbers of Designated Person: LLJ Z) f) In addition to himself/herself, Owner designates of to receive a 0 CC L 30: copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. 0 LL 0 0 a) Name and Address: b) Phone Number of person or entity designated by owner: 0 Z w 0 Lu LI) < --I W g) Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction z d7 z and final payment to the contractor, but will be one (1) year from the date of recording unless a different date is specified: WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION ZU.a 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 YOUR NOTICE OF COMMENCEMENT. Under penalty of Perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. Signature of Owner s Authorized Officer/Director/Partner/Manager Signatory's Printed Name & Title/Office The foregoing instrument was acknowledged before me by means of physical. presence or 0onfine notarization, thisday o20 — Jop who is personally known to kja fqjrCk,�M_ AkV, . . . . . . . . . . . Nedbuth 10741 Crossroads Tampa,60 USA ...0 http-,I/newsouthvAndow.com/ ORDER'• ORDER DAM IW2=23 INVOICE INFORMATION SHIPPING INFORMATION Tampa Tampa 10741 CROSSROADS COMMERCE BLVD 10741 CROSSROADS COMMERCE BLVD TAMPA,'FL 33610 TAMMPA, Fl. 33610 SHIP VIAF PICKUP WHITE FLANGE ONLY STANDARD DESIGN PRE SSURE-[+801-801 UNIT GLASS TRIPLE STRENGTH 366 STANDARD LOW-1 CLEAR GLASS FLORIDA DP INFORMATIONAL=I+301-80) FLORIDA PRODUCT APPROVAL #-[391231 SOLAR HEAT GAIN=[0.231 U VAL.0 m[0.261 VISIBLE LIGHT=[0.641' WIN 1, KITCHEN 2 9400 NON -IMPACT SINGLE HUNG 1 35 314 W X 37 1/2 H WHITE FLANGE ONLY EQUAL SPLIT SASH MAXIMUM DESIGN PRESSURE UNIT GLASS DOUBL STREN TI 366 STANDARD LOW-E CLEAR CLASS HALF SCREEN FLORIDA DP INFORMATIONAL=[+651-761 FLORIDA PRODUCT APPROVAL #=1405261 SOLAR HEAT GAIN=(0 2 l U VALUE=[0.291 VISIBLE LIGHT »[Q 501 WIN 2, KITCHEN 10/2012023 11`.214B AM 9 of 4 WHITE FLANGE ONLY STANDARD DESIGN PRESSURE=[+80l -801 UNIT GLASS DOUBLE STRENGTH 366 STANDARD LOW-E CLEAR GLASS FLORIDA DP INFORMATIONAL=[+801-850] FLORIDA PRODUCT APPROVAL #=[39123] SOLAR HEAT GAIN-[0.231 U VALUE »[0.261 VISIBLE LIGHT-[0,54] WIN 34 & 5, SUNROOM 4 9600 PION -IMPACT PICTURE WINDOW 1 59 314 W X 43 114 H WHITE �x FLANGE ONLY STANDARD DESIGN PRESSURE=1+80 f -801 UNIT GLASS TRIPLE STRENGTH 366 STANDAR LO -E CLEAR GLASS FLORIDA DP INFORMATIONAL= [+801-801 FLORIDA PRODUCT APPROVAL ,# [39123[ SOLAR HEAT GAIN-[0.1 U VALUE=10.261 VISIBLE LIGHT=[0,541 WIN 6, SUNROOM 9400 NON -IMPACT WHITE FLANGE ONLY � EQUAL SPLIT SASH MAXIMUM DESIGN PRESSURE UNIT GLASS DOUBLE STRENGTH 366 STANDARD LOW-E CLEAR GLASS HALF SCREEN FLORIDA DP INrORMATIONAL=1+501-501 FLORIDA PRODUCT APPROVAL ,#=[405 61 SOLAR NEAT GAIN-[0.211 U VALUE [0,29] VISIBLE LIGHT=[0,5] WIN T, LIVING ROOM 10/20/2023 11.2148 AM 2 of 4 WHITE' FLANGE ONLY EQUAL SPLIT SASH MAXIMUM DESIGN PRESSURE UNIT GLASS DOUBLESTRENGTH 366 STANDARD LOW-E TEMPERED GLASS OBSCURE GLASS STANDARD HALF SCREEN FLORIDA DP INFORMATIONAL=[+651-751 FLORIDA PRODUCT APPROVAL -##=[40 261 SOLAR HEAT GAIN=[0,21j U VALUE=[0.29[ VISIBLE LIGHT-(0.501 WIN 8, HALL BATHROOM 9400 NON -IMPACT SINGLE HUNG 2 35 3 4 W X 37 1/4 H WHITE FLANGE ONLY EQUAL SPLIT SASH MAXIMUM DESIGN PRESSURE UNIT GLASS DOUBLE STRENGTH 366 STANDARD LOW-E CLEAR GLASS HALF SCREEN FLORIDA DP INFORMATIONAL=[+651-75) FLORIDA PRODUCT APPROVAL #=(40526] SOLAR HEAT GAIN= [0.21j U VALUE=[0.291 VISIBLE LIGHT=[0,501 WIN 9 & 10, GUEST BEDROOM 9400 NON -IMPACT SINGLE HUNG 2 35 314 W X 37 114 H WHITE FLANGE ONLY EQUAL SPLIT SASH MAXIMUM DESIGN PRESSURE UNIT GLASS' DOUBLE STRENGTH 366 STANDARD LOW=E CLEAR GLASS HALF SCREEN FLORIDA DP INFORMATIONAL=1+65 t -7 j FLORIDA PRODUCT APPROVAL #=[40526[ SOLAR HEAT GAIN=(0,21 ) U VALUE=[0.291 VISIBLE LIGHT=[0.50] WIN 11 312, MASTER BEDROOM s *= 10/20/2023 11;2143 AM 3 of BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval *r 0USER: Public User Erwmual1miau > &&LIL�n s > Application Detail FL # FL39123-R4 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813) 626-6000 jrosowski@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr Innovations Lab N Venice, FL 34275 (941) 480-1600 Ext 21142 Imilleri@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed A. Lynn Miller, P.E. the Evaluation Report Florida License PE-58705 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2023 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL39123 R4 COI Cert of Indepqadgn�=p& Referenced Standard and Year (of Standard) Standpird Year AAMA/WDMA/CSA 101/IS2/A440 2017 ASTM E1886 2005 ASTM E1996 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect • • 11 '• • • •H,1 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2022 Date Validated 12/20/2022 Date Pending FBC Approval 01/04/2023 Date Approved 02/07/2023 FL # Model, Number or Name Description 39123.1 Model 8600 PW Vinyl, Non -impact Resistant Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FLU123 R4 II P�+ 68 00_FPA-01 q_df Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-5870S Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other; Please see the enclosed documents for product FI 3 Ra t�E piy�(z00 �I ENG EVAI�RI f performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. 39123,2 1 1 Model 9600 PW Vinyl, Non -impact Resistant Picture Window, All Frame Types Limits of Use Installation Instructions Approved for use in HVHZ: No FL32123 R4 II PW96_00 FPA 01 REV B pdf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL 32 23 R4 AE PW9600 NI - ENG EVAL B pdf performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. 39123.3 1 Model 9650 PW Vinyl, Impact Resistant Picture Window, All Frame Types Limits of Use Installation Instructions Approved for use in HVHZ: No FL34123 R4 II PW9650-FPA-01 - REV B t MI pdf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL39123 RdAE PW9650-1 LM - N G EVAL B.p,_iP performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. 39123.4 1 Model 9650 PW Vinyl, Impact Resistant, HVHZ Picture Window, All Frame Types Limits of Use Installation Instructions Approved for use in HVHZ: Yes qdf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL39123 R4 AE PW9650-2 LM - ENG EVAL B pdf performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. 39123.5 Series 1860 Picture Window Vinyl, Non -impact Resistant Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL39123 R4 11 PW186Q-FPA-01.pftf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, R.E. PE-58705 Impact Resistant. No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL39123 R4 AE PWIS60 NI - ENG EVAL pdf performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. 39123.6 Series 1865 Picture Window Vinyl, Impact Resistant Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL39123 R4 11 PW1865-FPA-01b.pdf x � x 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MASONRY ANCHORS MAY BE USED INTO WOOD. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, USE ANCHORS OF SUFFICIENT LENGTH. 5) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. I BUCK WIDTH 9-1/2" MAX. O.C. 1 7,8 5 3 7,8 JCK IGHT DAYLIGHT OPENING HEIGHT DAYLIGHT OPENING WIDTH i 9-1/2" 1 O.0 4 7s 5" TYP DETAIL 2 SHEET 7,8 TYP. ANCHOR LOCATIONS (FLANGED FRAME, EQUAL -LEG SIM.) SEE TABLES A-E FOR SIZES TYP AAX. 9 BUCK HEIGHT DP RATING I NOT RATED FOR SEE TABLES A-E IMPACT RESISTANCE BUCK WIDTH �-- 8-7t8" MAX. 1 O.C. DAYLIGHT OPENING / HEIGHT DAYLIGHT OPENING WIDTH --- 2„ TYP• DETAIL 2 SHEET 9 TYP. ANCHOR LOCATIONS_ (INTEGRAL FIN FRAME) SEE TABLES A-E FOR SIZES 8-7/8 'M AX. O.C. T9 2" TYP. T t 0 mm Z w Z 00 Q 00 Wo 0 � ¢ 0 O z_OQ z F �U)m Z Oz MU)M O � K w d nd^'Q OU0. XzLU w J w o tF_ tD w z F I- z O w rr I DATE: 11 /28122 SCALE: NTS BY:S. BERKOWITZ DRAWING # : DAYLFGHT OPENFNG WIDTH =BUCK WIDTH - 4.25 PW9600-FPA-01 DAYLIGHT OPENING HEIGHT = BUCK HEIGHT - 4.25 SHEET: 1 OF 10 TAPI F P- Window Design Pressure (+/- psf) Glass Type 2:7/8" IG (3/16'A - AIRSPACE - 3/16" A) Window Long Side (in.) Dimensions 72 74 76 78 90 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 42 70.5 68.1 65.7 63.3 60.8 58.3 56.0 54.4 52.7 51.0 49,4 47.8 46.4 45.2 44.0 43.0 42.0 41,0 39.9 38.7 37.9 37,3 36.7 36.3 353 44 69.8 67.8 65.6 63,3 60.8 58,3 56.0 54.4 52.8 51A 49.4 47.6 46.2 45A 43.9 42.8 41.4 40.2 39.1 380 37.2 36.5 35,8 46 69.3 67-1 65.1 63.1 60.8 583 56.1 54+4 52.8 51.3 49.5 47+9 46+4 45.2 43.9 42.8 41.6 40.3 39.0 37.7 370 48 68.6 66.4 64.3 62.3 60.3 56.4 56.1 54.4 52.8 51.3 49.7 48.1 46.5 45.3 44,2 42.9 41.7 40,5 39,2 So 67.5 657 63.5 61.4 59.4 5T 5 55.9 54.4 52.8 51,2 49.7 48.1 46.7 45.5 44,4 43.2 52 65.9 64.2 62.6 60-5 58.5 56.5 55.1 53.9 52.6 51.2 49.5 48.0 46.6 45,5 ,S 54 64.3 62-5 60+9 59.3 57.6 55.7 54.3 53.0 51.8 50.6 49.4 47.9 46,5 56 62,7 60.9 591 57.5 56,0 54,8 53.6 52A 50.9 49,6 485 58 61.0 r577. 59.1 57.3 55,8 54.7 53.6 52.4 51.3 49.9 60 59.0 9 0 57.4 55.8 54.5 53,3 52.2 51.1 50.0 62 0 55.6 54.5 ' 53.3 52.0 ' 50.7 64 55.4 54.2 53.1 51.8 50.7 66 54.0 523 51.6 50.4 68 52.7 51.4 50.2 70 51.4 1 50.0 72 50.1 1 7/8- NOM. -3/16" ANNEALED AIR SPACE GLASS 3/16"ANNEALEDJ GLASS Nom. EXTERIOR u� lZ _ '5 11 4�f-�BITE GLASS TYPE 2 NOTES. 1) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. z W ff I DATE: 11/28/22 SCALE:NTS BY:S. BERKOWITZ DRAWING #: PW9600-FPA-01 BUCK HEIGHT EXTERIOR EMBEDMENT HEAD FLANGE FRAME X-SECTION INTO 2X WOOD OR MASONRY EDGE EDGE DISTANCE --a - DISTANCE SUBSTRATE _ I DAYLIGHT OPENING HEIGHT EMBEDMENT — I ALTERNATE ANCHOR LOCATION EDGE DISTANCE — E \ SILL FLANGE FRAME X- CTION ` INTO ZX WOOD OR MASONRY BUCK WIDTH ALTERNATE ANCHOR LOCATION DAYLIGHT �--- OPENING WIDTH ix JAMB FLANGE FRAME X-SECTION �J THRU tX INTO 2X WOOD OR MASONRY TABLE 2: INSTAI I. ATInN ANCHnRA EXTERIOR V ;t �7w a r r r = a EDGE DISTANCE-- d' d Etti AS PER ANCHOR REQUIREMENTS /,\ JAMB FLANGE FRAME X-SECTION w USINGCREWS I SNTO METAL Minimum Edge Distance MinimumSubstrate Embedment #10 or #12 Steel or 410 SS Screw Southern Pine (SG = .55) 91t6" 1-3/8" Aluminum, 6063-T5 min. 318" 0.050" Steel Stud, Gr. 33 min. 3/8" 0.045' (20 Ga) A36 Steel 318" 0.050" 3/15' Steel Uitracon+ Concrete (min. 2.9 ksi) t" 1-3/4" Ungrouted CMU, (ASTM C-90) 1" 1-1/4" Southern Pine (SG = .55) t" 1-316' 1/4" Steel Ultracon+ Concrete (min. 3.0 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 1" 1-1/4" Southern Pine (SG = .55) 1" 1-3/8" 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, 3) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 0 N o V Owl < ? u J * oogC a - > In U) w O ZO ZO z I- W U)) ooww U�r- o N O O w LL O O O af z } F O 0 z O ui O a a. 0 Z 4 'i z can w Z = co t7 O X Ul z O U q z Z 15 LL u1 o Q Z F- QU` OM } m m rn m d LL W = w K W U aH'w C _ LL,o> n rza' INSTALLATION NOTES: 1) SEE SHEET 1 FOR ANCHOR SPACING REQUIREMENTS. 2) ANY INSTALLATION OPTION SHOWN (2X BUCK. 1X BUCK, DIRECT TO MASONRY, STEEL STUD) MAY BE USED ON ANY SIDE OF THE WINDOW. 3) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN ANCHOR TABLE. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MAX. SHIM THICKNESS TO BE 1/4", ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY OR ALL SIDES OF THE WINDOW. w H 0 DATE: 11128/22 SCALE: NTS BY:S. BERKOWITZ DRAWING # : PW9600-FPA-01 SHEET: 7 OF 10 BUCK HEIGHT EXTERIOR EMBEDMENT HEAD EQUAL -LEG FRAME X-SECTION INTO 2X WOOD OR MASONRY EDGE EDGE DISTANCE DISTANCE DAYLIGHT OPENING HEIGHT _J ALTERNATE ANCHOR LOCATION 1X ALTERNATE ANCHOR LOCATION JAMB EQUAL -LEG FRAME X-SECTION THRU I INTO 2X WOOD OR MASONRY TAR[ F R• INCTAI I ATIr1N ANrHl1RC BUCK WIDTH DAYLIGHT OPENING WIDTH EXTERIOR v —Z EDGE DISTANCE AS PER ANCHOR REQUIREMENTS /-�� JAMB EQUAL -LEG FRAME X-SECTION USING SCREWS INTO METAL Anchor Substrate Minimum Edge Distance Minimum Embedment #10 or #12 Steel or410 SS Screw Southern Pine (SG = .55) 9/16, 1-3/8" Aluminum, 6063-T5 min. 3/8" 0.050" Steel Stud, Gr. 33 min. 3/6' 0,045" (20 Ga) A36 Steel 3/8" 0.050" 3/16' Steel Ultracon+ Concrete (min. 2.9 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) V 1-1/4" Southem Pine (SG = .55) 1" 1-3/8" 1/4" Steel Ultracon+ Concrete (min. 3.0 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 1" 1-1/4" Southem Pine (SG = .55) 1" 1-3/8" 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 3) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 4 rii7 fix f {� - , co ''✓ T,,. rpm` w z Pw� 6 Z z aQ m o � o'2z W a) yoga d Z 0 J �. O 0 Z U LL J 6U1 0 O dm 0 apo u �i. 0 o W �G W W M W J Z J0 n� 0 0a Z X 3 Wo¢ }ate OW W 0 Z h 0 v � OM M m co mZU_ o=W a~w a-z SUBSTRATE INSTALLATION NOTES: EMBEDMENT 1) SEE SHEET 1 FOR ANCHOR SPACING REQUIREMENTS. 2) ANY INSTALLATION OPTION SHOWN (2X BUCK, 1X BUCK, DIRECT TO MASONRY, STEEL STUD) MAY BE USED ON ANY SIDE OF THE WINDOW. EDGE DISTANCE ; 3) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN ANCHOR TABLE. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MAX. SHIM SILL EQUAL -LEG FRAME XSECTION THICKNESS TO BE 1/4". ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY OR ALL SIDES OF THE WINDOW. ` INTO 2X WOOD OR MASONRY DATE: 11/28/22 SCALE: NTS BY:S. BERKOWITZ DRAWING # : PW9600-FPA-01 SHEET: 8 OF 10 HEAD FIN FRAME X-SECTION �USING NAILS INTO �2XWOOD f - EMBEDMENT MAY BE NAIL C OR SCREW, SEE 1ABLE �DISTANCE MAY BE NAIL DISTANCE OR SCREW, SEE TABLE 4 DAYLIGHT BUCK OPENING HEIGHT HEIGHT EXTERIOR MAY BE NAIL OR SCREW, EDGE SEE TABLE 4 DISTANCE l— EMBEDMENT r,-\ SILL FIN FRAME X-SECTION USING NAILS -NAILS INTO �2XWOOCD EMBEDMENT i-- EDGE DISTANCE - (j�UIAMB FIN FRAME X-SECTION 3 M" X- CT' USING SCREWS 0 SING SCREWS INTO 2X WOOD TAPl F A fk[CTAt I ATInKf AkfrWn0Q BUCK WIDTH DAYLIGHT OPENING WIDTH ASPER ANCHOR REQUIREMENTS EXTERIOR �5 @ JAMB FIN FRAME X-SECTION 4 JAMB X- CT'O USING SCREWS INTO L SING SCREWS INTO METAL Anchor Substrate I Min. Edge Distance Embedment 2-112" x .113' Box Nail P.T- Southem Pine (SG = 55) 5(16" 2-7/16" 2-1/2- x .131" Common Nail P-T. Southern Pine (SG = .55) ais- 2-7/16" 2-1/2' x .145" Roofing Nail P.T. Southem Pine (SG = .55) a(S- 2-7/16" #10 Steel SPURS P.T. SoLdhem Pine (SG = 55) 112' 1-318' Aluminum, 6063-T5 min. 318" 11T Steel Stud, Gr. 33 min, 318, 0:036 A36 Steel 3/8, V8" 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE, 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. INSTALLATION NOTES 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) FLANGE AND/OR FIN MAY BE REMOVED TO CREATE OTHER APPROVED FRAME TYPES. 3) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN ANCHOR TABLE. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY OR ALL SIDES OF THE WINDOW. 4) MAX. SHIM THICKNESS TO BE 1/4% MAX. SHIM SPACING TO BE 18-. rn 2- C; > z 0 uj w Z 0 z' 0 till EEC 1-- v) LID ol z 0 LL uj 0 z 0 o < z O�2 Z w,o (n � it T u) 1-- 0 Ji 0 0 tr LL, x z cL E 0 cc u) 0, Z aZu 00 z LU U1 > i DATE: 11/28/22 SCALE:NTS BY:S. BERKOWIT7 DRAWING #: PW9600-FPA-01 SHEET: 9 OF 10 2.L FP 3.586"-- 2. -- 3.586' (D FRAME, EQUAL LEG 1.412- --' j L r— -T 8001 (DANCHOR COVER GLAZING (DBEAD FABLE 5: # Part# IDesCription 1 9465 Frame, w/Flange PVC 2 9465 Frame, Equal Leg PVC 3 9455 Frame, wfNafflng Fin PVC 4 9473 Anchor Colder PVC 5 9736 Glazing Bead PVC 10 Glazing compound: RGS7700, Dow 791, 983 11 Metal or TPS Spacer VARIES 12 1 7061 ISetting Block, 1/8'x 7/8" x Z' IEPDM THE APPROVED WHITE, RIGID PVC EXTERIOR EXTRUSIONS RUSIONS ARE TO BE PRODUCED BY EXTRUDERS' LICENSEES UNDER 'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 4 TYP I If 4"TYP. _j Minimum Anchor Substrate Edge Minimum Distance Embedment Concrete (min. 3.0 ksi) 7 -F -11 1/4" Steel Ultracon- Ungrouted CMU, (ASTM C90) 1' 1 1-1/4- 1) -UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. IM" z z 01 z M Or z Z 0 L' 0, w Lu 0 0 LU Q. x 0 W z cn 3:o 0 00 Ui 0 ¢ < 0 - z 0 LU S U) LU F- U- OY D G O < LU x -0 US 3: :; " LU EL z M 0 coo 0 z 2: Ld rrl� 0 Q 0, U, 2 F- LU = I 0 � LU > Z M a- 0 V5 LU li Uj DATE: 11/28/22 SCALE:NTS BY:S. BERKOWITZ DRAWING #: PW9600-FPA-01 SHEET: 10 OF 10 t IN M-I I M1, r M, orn M W 6CIS Home = Log In User Registration i Hot Topics Submit Surcharge t Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval 'USER: Public User > Product r AR,, > AIZW4ajan Ust > Application Detail FL # FL40526-R1 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813) 626-6000 jrosowski@pgtindustries.com Authorized Signature lens Rosowsk! irosowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr Innovations Lab N Venice, FL 34275 (941) 480-1600 Ext 21142 lmilleri@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed A. Lynn Miller, P.E. the Evaluation Report Florida License PE-58705 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2023 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence EL40526 R1 COI _LQa_Qf Iadgaan JgD_i;?-psff Referenced Standard and Year (of Standard) slandard Y= AAMA/WDMA/CSA 101/IS2/A440 2008 AAMA/WDMA/CSA 101/1S2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2017 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL40526 Rl Eauiv ASTM E1886-04-OS to E1886-13aaand 1F 996-05-06- 3 t E1996-17 Equivalency r I& Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2022 Date Validated 12/19/2022 Date Pending FBC Approval 12/22/2022 Date Approved 02/07/2023 Summer off Products FL # j Model, Number or Name Description _ __._..- .._...._.__ 40526.1 ( Model 9400 Vinyl, Non -impact Resistant Single Hung Window, All Frame ( _ Types Limits of Use Installation Instructions Approved for use in HVHZ: No FL40526 R1 II SH9400 FPA-NIa.p�l� Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL40526 R2 AE SH9000 NI - ENS VE A a.pdf performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. .__._......._......._____........_..._._,...._.._____.___._......._........._...,.,.__...,....___-------- ....__.__, Vinyl, Impact Resistant Single Hun Window, All Frame Types ...._..._._.____.____._..._.__._.._....._._...._, 40526.2 Model 9450 Limits of Use Installation Instructions Approved for use in HVHZ: No FL40526 RI II SH9450-FPA-LM a pdf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, RE, PE-58705 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL40526 Rl AE SH9400 LM - ENGV L a.p,{1f performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information 40526.3odel 9450 Vinyl, Impact Resistant Single Hung Window, HVHZ, All Frame �.� Types Limits of Use Installation Instructions } Approved for use in HVHZ: Yes FL4OS26 R1 II SH94 FPA-LM HVHZ a,Of Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 j Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports i Other: Please see the enclosed documents for product FL40526 Rl AE SHg400�M-HVHZ - ENG EVAL a.p performance information, anchorage details, and anchor type, ( Created by Independent Third Party: No size, and spacing information. , ntygj, , :: 26()1 WajL5tone Road, Tallahassee FL 32399 Phone: 859-487-1824 The State of Florida is an AA/EEO employer, ,Cop yyight 2007- 013 Stateioff 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: M 43 84" MAX. BUCK HEIGHT (EQUAL- LITE) 92"MAX. BUCK HEIGHT {ORIEL AS SHOWN) 54"MAX. BUCK WIDTH 13 FLORIDA 1ANCHOR CENTERED AT FIXED LITE. 12' MAX. O.C. 2,3 1ANCHOR CENTERED AT SASH. 5" TYP — ANCHORS NOT REQUIRED DETAIL(-3-f J_ IN HEAD OR SILL.-\ SHEET U,3 TYP. ANCHOR LOCATIONS (FLANGED FRAME, EQUAL -LEG SIM.) 50-5/8" MAX. DAYLIGHT OPENING HEIGHT 49-3/4' MAX, DAYLIGHT OPENING WIDTH 34-3/8" MAX. DAYLIGHT OPENING HEIGHT 47-5/16' MAX. OPENING WIDTH JDAYLIGHT �WW Z 4 4 84" MAX. BUCK HEIGHT (EQUAL- LITE) APPROVAL#40526 OP RATING SEE TABLE 1 RESISTANT 54" MAX. BUCK WIDTH ' 8'MAX. O.C. 38-3/8- MAX, DAYLIGHT OPENING HEIGHT 49_3/4" MAX* DAYLIGHT OPENING WIDTH 38-318" MAX. DAYLIGHT OPENING HEIGHT 47-5/16' MAX. DAYLIGHT OPENING WIDTH 8" MAX, O.C. 92" MAX, BUCK 5ANCHORS HEIGHT @ 2- O.C. (ORIEL) CENTERED ON MEETING RAIL. �4 8"MAX. O.C. 3' TYP. 54' MAX. BUCK WIDTH 10"MAX O.C. 50.518. MAX. DAYLIGHT OPENING HEIGHT 49-314" MAX. DAYLIGHT OPENING WIDTH 2 4 34-3/8' MAX. DAYLIGHT OPENING HEIGHT 47-5/16" MAX. DAYLIGHT OPENING WIDTH X• Y 12/19 2 $TATEKE �10N 1'0�ItOi ", A. LYNN MILLER. P.E__ PE#5270,1 <0 z 6 > z 0 . 0. T, z w of U) W Z 0 3ANCHORS z. , < 2-M. 2- 0 x P w @ 4- D.C. CENTERED ON of F_ V) -.1 I . w w Of 00 MEETING RAIL. a- U) w z Z z 0 3: Jo! U) OZ �5 LU �_ 00 <' In zO _ 10" MAX. U) U-1 O.C. rr w a , u; � w MOM Q CE u- 2 U) z 0 0 IL U) z z n C:> 0 It ") 2� w Z �: :R LU 5"TYP. >_ 0) 0 < Z 3"TYR DETAIL KS 5"TYP. DETAILr-'\ q SHEET'�4j SHEET _4 m 0 TYP. ANCHOR LOCATIONS TYP. ANCHOR LOCATIONS, TESTED SIZE w Uj 17 —(INTEGRAL FIN FRAME) -----(IUN EGRAL FIN FRAME) < co SERIES "I.9.4.00....SINGLE , HUNG, R]Newsouth TILT WINDOW, WINDOWsoLu-noNs NON -IMPACT RESISTANT, FLANGE, EQUAL -LEG & FIN FRAMES 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVKZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MASONRY ANCHORS MAY BE USED INTO WOOD. ALL WOOD BUCKS LESS THAN 1-1/2- THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT is INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH, 5) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 0- LU LU > 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS I z CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. TARI P I - nr(Z1r_'M DD=Qc[ 1—c Buck Width Buck Height Configuration Frame Type Glass Type I Design Pressure (+) psf psf 5 5 4" 76" Equal-lite All 1 50.0 50.0 36' 72'Equal-Cite All 1 65.0 75.0 48" 84" Equal-lite Flange, Equal -Leg 1 45.0 45.0 48" 84" Equal-lite Fin 1 50.0 55.0 Orif Range, Equal -Leg 2 30.0 T07,0 54" 92- One] Fin _L_L_L_±I) 0 J 400 j 1-UK t4ZL5 NO I SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION, FOR GLASS TYPES, SEE SHEET 6. .1 DATE: 12/13/2022 SCALE NTS BY: LOGAN YODER DRAWING #: SH9400-FPA-Ni SHEET: 1 OF 6 FLANGE FRAME X-SECTION WOOD OR MASONRY CONSTRUCTION SON DAYLIGHT OPENING HEIGHT BUCK HEIGHT ANCHORS NOT REQUIRED IN HEAD. EMBEDMENT EDGE DISTANCE LOCK & KEEPER LOCATED AT 7' FROM EACH END. roMEETING RAIL DAYLIGHT OPENING HEIGHT Ix BUCK WIDTH ALTERNATE ANCHOR - DAYLIGHT LOCATION OPENING WIDTH J_ DAYLIGHT OPENING WIDTH FLANGE FRAME X-SECTION LICK �USING IX �S TABLE 2: INSTALLATION ANCHORS Y va-o w No, z EDGE DISTANCE _)3 12/19/22! ALTERNATE -ANCHOR LOCATION A. LYNN MILLER, P.E., REA58705, g43 2.� > z 62 Lu > 9 t 0 Z z Q) Lu z U XTERIOR EXTERIOR AS PER ANCHOR < "z— t ::) 0 x P: LU REQUIREMENTS 2: L) uJ Z) 2 LU U) z 00 U) 5 FLANGE FRAME X-SECTION LU 0 STEELSTUDI.NSTRUCTION z �5 p < 0 0 0 < (f) zo— 1) ANCHOR MUST EXTEND A MIM MUM OF 3 THREADS I BEYOND ANY METAL 2 U.1 �p LU (J) UJ 0 0 Z) e: 0 L) co, IL SUBSTRATE, z C> 0 z :� :� 3: 'zi LL, z I — 't M LL < Z Anchor Substrate Minimum Minimum Edge I I Embedment Distance Southern Pine (SG = .55) 1/2" 1-3/8" #10 or #12 Aluminum, 6063-T5 min. 5/16" 0.0501* Steel or 410 SS Steel Stud, Or. 33 min. 5/16' 0.045' (20 Ga) Screw - A36 Steel 5/16" 0.050" Concrete (min. 2.9 ksi) 1. 1-3/4" 3/16" Steel Ungrouted CMU, (ASTM C-90) 1-1/16" 1-1/4" Ultra Southern Pine (SG = .55) 1 1-3/8" Concrete (min. 3.0 ks!) 1.1 1-3/8" 114" Steel Ungrouted CMU, (ASTM C-90) 1. 1-1/4" Ultracon+ Southern Pine (SG = .55) 1. ��/8' 2) UNGROUI-M VALUE MAY BE USED FOR GROUTED >- � < CMU APPLICATIONS. 3) ALL ANCHOR HEAD TYPES 0 ARE APPLICABLE. LU < W LU 0 Lu > INSTALLATION NOTES: 7-7= 32 48 1) SEE SHEET 1 FOR ANCHOR SPACING REQUIREMENTS. 2) ANY INSTALLATION OPTION SHOWN (2X BUCK OR WOOD FRAMING, IX BUCK, DIRECT TO MASONRY, STEEL STUD) MAY BE USED ON ANY EXTERIOR R SUBSTRATE ANCHORS NOT SIDE OF THE WINDOW. REQUIRED EQUIRED IN SILL. 3) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN ANCHOR TABLE 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MAX. DATE: 12/13/2022 SHIM THICKNESS TO BE 1/4". SCALE:NTS FLANGE FRAME X-SECTION BY: LOGAN YODER Q �W.011 OR �MAS.NRY MASONRY DRAWING #: SH9400-FPA-NI SHEET: 2 OF 6 BUCK HEIGHT EQUAL -LEG FRAME XSECTION �.D OR MASONRY CONSTRUCTION ANCHORSNOT REQUIRED IN HEAD. BUCK WIDTH EMBEDMENT ALTERNATE ANCHOR —_ DAYLIGHT E] r❑ LOCATION OPENING WIDTHI ? EDGE DISTANCE f LOCK & KEEPER LOCATED AT 7'FROM EACH END. 0 MEETING RAIL ANCHORS NOT REQUIRED IN SILL. r--\ EQUAL -LEG FRAME X-SECTION �w..D OR MASONRY CONSTRUCTION IX BUCK— �DAYLIGHT _ �OPENING WIDTH EQUAL -LEG FRAME X-SECTION �UIINGI�X.UCK TABLE 3: INSTALLATION ANCHORS x LYNA EDGE DISTANCE f4i, 5-706 t 12(1 9/22 STATE 'Tr A I XM' & to NAI_ ALTERNATE -ANCHOR LOCATION _A.,LYNN MILLER, PE.. REA53705 43 M 70 .<� C14 it z ;.; d m r ps Z> - 0 z U) UJ Z EXTERIOR S2 . . 0 w § 2 ::) 0 LU p AS PER ANCHOR F- p w w = z J 2 RE REQUIREMENTS W 0 0 0 EQUAL -LEG FRAME X-SECTION0 WC) � STEEL STUD CONSTRUCTION Z U) J < 0 0 < Uj (/) 1 C/) 0 M LLI cf) n Minimum Anchor Substrate Edge Minimum Distance Embedment Southern Pine (SG = .55) 1/2" 1-3/&" #10or#12 5/16" 0.0501, Steel or 410 SS Aluminum, 6063-T5 min. 5/16" 0.045" (20 Ga) Screw Steel Stud, Gr. 33 min. 5/16' 0.050" A36 Steel Concrete (min. 2.9 ksi) 1. - 1-3/4" 3/16!'Steel Ultracon+ Ungrouted CMU, (ASTIVI C-90) 1-1/16' 1-1/4" T" 1-3/8' I Southern Pine (SG = 55) Concrete (min. 3.0 ksi) 1. 1-3/8" 1/4" Steel Ultracon+ Ungrouted CMU, (ASTM G-90) 1. 1-1/4' I 1 1 Southern Pine (SG =_ 1) ANCHOR MUST EXTEND A W W W I-_ Z) 0- U. MIMIMUM OF 3 THREADS U) z 0 0 0'�e BEYOND ANY METAL cD 0 S UBSTRATE. Z EC C> Z) Q 3: W U) LU Z 2) -UNGROUTED CMU- VALUES Li MAY BE USED FOR GROUTED cc CMU APPLICATIONS. 0 3) ALL ANCHOR HEAD TYPES 0 ARE APPLICABLE. LU M LLT W < Q. LU W > INSTALLATION NOTES: 1) SEE SHEET I FOR ANCHOR SPACING REQUIREMENTS. 2) ANY INSTALLATION OPTION SHOWN (2X BUCK OR WOOD FRAMING, IX BUCK, DIRECT TO MASONRY, STEEL STUD) MAY BE USED ON ANY SIDE OF THE WINDOW. 3) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN ANCHOR TABLE 3. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MAX. SHIM THICKNESS TO BE 1/4". W O DATE: 12/13/2022 SCALE:NTS BY: LOGAN YODER DRAWING #: SH9400-FPA-Nf SHEET: 3 OF 6 SUCK HEIGHT Fill FRAME X-SECTION 1 USING NAILS I— EMBEDMENT MAY BE NAIL 7 7 EDGE OR SCREW, SEE TABLE 4 \ DISTANCE MAY BE MAIL OR SCREW, SEE TABLE 4 EMBEDMENT EDGE DISTANCE DAYLIGHT OPENING HEIGHT LOCK & KEEPER LOCATED AT 7'FROM EACH END r (D MEETING RAIL DAYLIGHT OPENING HEIGHT SUBSTRATE EXTERIOR 11I <5— MAY BE NAIL OR SCREW, _/ EMBEDMENT SEE TABLE 4 FIN FRAME X-SECTION Q USING NAILS r� FIN FRAME X-SECTION �2 USING SCREWS TAPE r A- IKICTAI I ATInKI Akf(-WnP� BUCK WIDTH No S80,05 ( HT n47�7 4A, 33 PER ANCHOR I , _DAYLIGHT AS -�12/19/22 OPENING WIDTH REQUIREMENTS &/ON ' At - EXTERIOR DAYLIGHT 15 OPENING WIDTH r�FIN FRAME X-SECTION k,� �STEEL STUD CONSTRUCTION Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2" x .113" Box Nall P.T. Southern Pine (SG =.55) 5/16" 2-7/16" 2-1/2" x .131" Common Nail P.T. Southern Pine (SG =.55) 3/8" 2-7/16' 2-112"x.145" Roofing Nail P.T. Southern Pine (SG = .55) 3/8" 2-7/16" #10 Steel SMS P.T. Southern Pine (SG = .55) Aluminum, 6063 T5 min. Steel Stud, Gr. 33 min, A36 Steel 1/2" 1-3/8" 3/8!' 1 1 3/8!' 0 .036 3/8" 1/8" 1) ANCHOR MUST EXTEND A MIMIMUM :)F 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE, 48 INSTALLATION NOTES: 1) SEE SHEET 1 FOR ANCHOR SPACING REQUIREMENTS. 2) FLANGEAND/OR FIN MAY BE REMOVED TO CREATE OTHER FRAME TYPES, 3) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN ANCHOR TABLE 4. FOLLOW EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE LIMITS. 4) MAX SHIM THICKNESS TO BE 1/4". MAX SHIM SPACING TO BE 18', C"I co LLE z LU 0Z < o l:z LU U) UJ LD q w (f) U, 5 3: U) z 00 uJ O < a0o tL U.] < =to U) U) 0 UJI x U) U) z 0 0 CL ze z z LU z 0 ED 0 LL M uj z uj Uo af ul < E- CL Eu ILE > 11 0 Lul I I I L= DATE: 12113/2022 SCALE:NTS BY: LOGAN YODER DRAWING #: SH9400-FPA-NI SHEET: 4 OF u 3 9465 Head & Jamb, Equal Leg PVC 4 9469 Sill, Equal Leg PVC PVC R, 8 9485 Lock Rail PVC 10 9438 Sash Stiles PVC 3 HEAD & JAMB, EQUAL LEG 11 6166 Reinf. - Meeting Rail 6063-T5 ri Co o 17 9736 [Fixed Lite Glazing Bead PVC 19 9467 Sash Glazing Bead w1Dnp Edge PVC 0 40 8096 Keeper Zinc 3,566- 42 8121 MR Backing Plate SS 4 SILL, EQUAL LEG HEAD & JAMB, W/NAILING FIN I < n 47 Balance H1 62 7061 ISetting Block, 1/& TP�D M� .189" THE APPROVED, RIGID PVC EXTERIOR EXTRUSIONS ARE TO BE �1 SASH STILE -,REINFORCEMENT PRODUCED BY EXTRUDERS� LICENSEES UNDER"AAMA W 7 MEETING RAIL LOCK RAIL ('6') LIFT RAIL CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". "(MEETING RAIL) ODER FIXED LITE ,-,--�SASH I SASH GLAZING SCREEN' REINFORCEMENT REINFORCEMENT BY: LOGAN Y (LOCK RAIL) �,.�)(BOTTOM RAIL) '_14) (SASH STILE) NCE COVER GLAZING BEAD BEAD WITH DRIP Ty)'FRAME DRAWING #: GLAZING BEAD EDGE (OPTIONAL) SH94GO-FPA-NI SHEET: 5 OF 6 6'TYP. 4"TYP, Na 5VOS 4' 12/19/22 7/8" NOM. Q 5/8"AIR SPACE- 10NAL 1/8" ANNEALED OR CL FIXED LITE TYP. 1/8" ANNEALED OR TEMPERED GLASS A. LYNN MILLER, P.E.. PEA 58705 TEMPERED GLASS' 60 EXTERIOR 4f go z 2 UJ 0 0 ; � Z C) 0 L1/2" NOM. iz 2 5 Z::) 0 0c LU 62 06 GLASS BITE 2 4"TYP. W 00 Co�-q co 0 w z 3: GLASS TYPE 1 z 0 0U) 0 p O<0CD < w U) M SASH TYP. < U) ul ry O� V) 7/8' NOW w V) K tx 0 0<� M CD y Q a. z 0 3: 2 Z) w 1/2"AIR SPACE--% 1 zeft-C� ' 0 On cc Z < 3/16" ANNEALED OR TEMPERED GLASS E CD y 3/16"ANNEALED OR 0-, TEMPERED GLASS EXTERIOR 60 w 7 cc 0 0 o M o 1: _T1 ANCHORAGE DETAIL 1�3 Lu 2 �- w D L112" NOM. L, o > (6-2 61 GLASS BITE TAM r r- Anchor Substrate I Minimum Edge I Distance Minimum Embedment I Concrete (min. 3.0 1s, 1 1-3/8' 1/4" Steel Ultracon+ 60±3" 1) "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. DATE: 12/13/2022 SCALE:NTS BY:LOGAN YODER DRAWING #: SH9400-FPA-NI SHEET: 60F6 I ACCOUNT NO. 2023 - 2024 HILLSBOROUGH COUNTY BUSINESS TAX RECEIPT EXPIRES SEPTEMBER 30, 2024 243133 OCC.CODE RENEWAL 190.000077 MANUFACTURER 79 Employees Receipt Fee 225.00 Hazardous Waste Surcharge 40.00 Law Library Fee 0,00 BUSINESS NEW SOUTH WINDOW SOLUTIONS LLC 10741 CROSSROADS COMMERCE BLVD mum ZI 4 TAMPA, FL 33610 NAME NEW SOUTH WINDOW SOLUTIONS LLC MAILING 10741 CROSSROADS COMMERCE BLVD ADDRESS TAMPA, FL 33610 Paid 22-0-569806 08/02/2023 265.00 NANCY C MILLAN, TAX COLLECTOR HAS HEREBY PAID A PRIVILEGE TAX TO ENGAGE 813-635-5200 IN BUSINESS, PROFESSION, OR OCCUPATION SPECIFIED HEREON THIS BECOMES A TAX RECEIPT WHEN VALIDATED.