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Home My WebLink About22-3989City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BAR-003989-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 04/2912022 P`261*10-& 11 26 21 0010 03700 0191 38444 13Th Avenue YN� X" Name: CRESPO CAPITAL INVESTMENTS Permit Type: Add/Alter (Residential) Contractor: THE HOME DEPOT LLC Class of Work: Add/Alter Residential Address: 32044 Garden Alcove Loop Building Valuation: $4,164.80 Electrical Valuation: $0.00 WESLEY CHAPEL, FL 33545 7 Phone: (813) 690-1733 Mechanical Valuation: $0.00 Plumbing Valuation: $0.00 Total Valuation: $4,164.80 Total Fees: $60.82 Amount Paid: $60.82 Date Paid: 4/29/2022 9:21:36AM REPLACE 4 WINDOWS S/S W Building Permit Fee $60.82 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. iq�� 11111111r, I - 1 9 0 0 0 TMMW_INMMTT-�� 11 Ij 11VT "T mam accordance with City Codes and Ordinances. N6'OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE 1: P 4 IN, J, - I k a 4 �u I a *111 f 111 U1. M441 z W WI k I �, � 1 #1 22 PEfIT OFFICEf) ITWOUT APPROVED INSPECTION .01a 10 iltukim *. 0 - 0 0 jMff; 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 Date Received Phone Contact for Permitting 813 1 413 799 € Owner's Name Cres o Capital Investment LLCM Owner Phone Number 813 6�90€-1 733 Owner's Address I a2Q44 Qarden AjQQYQOwner Phone Number Fee Simple Titleholder Name I �^ I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 38444 13th Ave Ze h FL 33541 LOT# 19 & 20 rhills SUBDIVISION �— PARCEL ID# 11-26-21-0010 03700-0191 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR 8 PROPOSED USE SFR Q COMM �J OTHER tA!'erngot TYPE OF CONSTRUCTION BLOCK Q FRAME STEEL DESCRIPTION OF WORK Re lace 4 windows size/ size. FL# 5167.11 BUILDING SIZE �� SQ FOOTAGE HEIGHT EVIBUILDING $ 4,164.80 . VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. PLUMBING 1$_� =MECHANICAL VALUATION OF MECHANICAL INSTALLATION ]GAS ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY The Home Depot ^1 SIGNATURE REGISTERED Y / N FEE CURREN Y ( N Address 201 Kelsey Ln #E Tampa FL 33619 License # CGC061641 ELECTRICIAN COMPANY SIGNATURE REGISTERED YIN FEE CURREN Y / N Address I License #�7 PLUMBER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN I Y / N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address I License # OTHER ��--- COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address License # �ifi'Eittiiitiii'#i[lltF1'I�#�iI[[!'�;�1f1#Ii'R#ilfl1t3iiil'Y�i RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans 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) Reroofsif 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 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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT (F.S. 117 OWNER gORAGENT _Zt '-- " Sub4/2$/2Ld and sworn to (or affirmed) before me this erlin Who is/ ersona known to e or has/have produced Commission Name of Notary typed, printed or stamped Subscribed and swom to (or affirmed) before me this 4/28/202 Sterlin Who is/a rsonally known t me or has/have produced Name of Notary typed, printed or stamped w J�A Public INSTR#2022095450OR BK10602 PG2966 Page 1 of 1 04/28/2022 10:01 AM Rcpt: 2449395 Rec: 10.00 IDS: 0.00 IT: 0,00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller This Instrument Prepsted By-, Name The Home Depot Address 9= norb& Palm Dr Perrnh No. Tax ID Nojtn"-:: NOTICE OF COMMENCEMENT STATE OF COUNTY OF THE U NDERSIGNED hereby gives notice that Imp;ovefMal will be made to oeltain real prop", and In accordancev4th ChapW 713 Florida Statutes, the fadoWng Information Is provided in this Notice of Commencement f�, o f re—f ky rk '11 S P13 I P6r Sq Ike- 474-4�- 1. Deserter of property, (legal de=iption of property, a OF L street Tess (09"F' J, PO FjoeX 7 344, 4144. , li:� 2. General description of Improvement 3. Ovmer information or Lessee information if the tessee contracted for Mtkmfovement a. Neme and address: Cr" a c.4pi+.AA t�c. 3,50tiq 4f 4c-otan Al "ve- Lem,? Fl- 6, Interest in prope0y, A o. Name and address owsiWnUeholder (if di Mtre;it horn owner Pis," above): 4. Contractor. a, Name and address. Th.H.r. DM =0 norf& PzU DT Tampa, i1 3,X19 b. Phone number. 6. Surety (if applicable, a copy of the payment bond Is attached): a. Name and b- Phone no.mIdn'se c. Amount of bond S. Lender. a. Name and del b. phone nu =,r7�1,4 7- Persons WtNn the Slate of Florida designated by O;mer upon vihom nolic>--s or other documents may be served as provided bySeclioo71313(11)(a)7,, FkxidaSlalulez�' a. Name and address: I / b. Phone numbers of designated pe(sons-101A S. in addition to herseettihimse,11, OvWW designates the fbilovAng pemon(s) to receive a copy of the Llewrs Notice as provided in SeclIon Florida Stattft--: a. Nam and address: b. Phone number of person or entity designated by Owner: 9. Expiration date of notke of commencement (Ife expiration date Nvin bet year from the date of recording unless a different date Is specilled): 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 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BE" E COMMIENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. S' nature of Ovxw or Lessee, of OmWs or jdssees Authorized Of cerMftector/PartnerNaroW I I Signatory's TiffeiOffice T I hilm t acknom4edged before me by means of -physical present `or I I orok-w-notar tells V10) I rin 3 1 by Nvtw I.- pemzr'ly physical to me or who has proMeed as h tion a who did (did e a h. —"on a Wh' Notary PUblil, CWMASSIOR No. �N.me of —N.W.y typed, pnniW*®rta�� WAD JOM Wt W Noury PUNIC State of FWda oomm#HH126881 A �� Ii-j EyqIAres 5/51202S WINDOW SPECIFICATION SHEET - Spec. Sheet #: 1-1ZGBWPYu Sheet: 1 of 1 Customer: Nicholle Crespo ,Job#: 1-1ZCBWPYU Consultant: David Wilson Date. 04/22/2022 New Window Existing Window Hinge Locations Measurements Grids Product Options Labor Options From outside, Left to Right Bays, Bows Location Color Rough Opening # of bars # of bars Csmnts, 1 Phi, use L, R or S Glass Misc Items For doors use Hardware Screens Code `g o `✓ E ° m o ° o Mull "S" = stationary or Style Wraps '�, s ;= m m a o � N m ..2 "X" = operating P 9 Room Floor Code (Y/N) Style Code Series Code S w 1:vi v a > To > i STD, White, GiassPack: BF, LSR 1 LIV 1st SH-A N DHC 6100 WH WH 52 50 102 Standard STD, White, GlassPack: BF, LSR 2 KITCH 1st SH-A N DHC 6100 WH WH 26 37 63 Standard STD, White, Glass Pack: BF, LSR 3 BED1 1st SH-A N DHC 6100 WH WH 37 38 75 Standard tt DWhite, Glass Pack: BF, LSR 4 BED1 1st SH-A N DHC 6100 WH WH 52 50 102 I Standard Wrap Color Interior Casing Type Bay or Bow window: Seatboard material (vinyl only -Birch or Oak) Bay Project Angle (30 or 45) ay Flanker Type (DH, SH, or Cannot) op of window to soffit (inches) f tied to soffit, color of soffit material Construct Roof (Yes or No) ` Garden Window: Seatboard Material (vinyl only -White Pionite, Birch or Oak) 6100 Double Hung Non -Impact b BCIS Home ? Log In User RegistrationHot Topics 1 Submit Surcharge Stats & Facts3 Product Approval 'USER: Public User Product Apprgval Menu > Product or Application Search > Applicakian List > Application Detail FL # FL5167-R37 Application Type Revision Code Version 2020 Application Status Approved Publications Contact Us BCIS Site Map ? Links Search *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 5020 Weston Parkway Suite 300 Cary, NC 27513 (800)542-9118 Ext413596 luanne.harris@cornerstone-bb.com Authorized Signature Luanne Harris luanne.harris@cornerstone-bb.com 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 Luanne Harris 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614) 532-3596 luanne.harris@simanton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Windows Double Hung Certification Mark or Listing Fenestration and Glazing Industry Alliance (formerly AAMA) American Architectural Manufacturers Association Standard AAMA 450 AAMA/WDMA/CSA 101/I.S.2 A440 AAMA/WDMA/CSA 101/I.S.2 A440 Year 2010 2011 2008 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 11 Qption A 07/08/2021 07/12/2021 07/1.6/2021 FL # Model, Number or Name Description 5167.1 07-09, 07-10 and 07-20 Reflections 5500, PerfeXion Platinum Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R37 C CAC 07-09 DH 36x53 R50,pdf Approved for use outside HVHZ: Yes FL5167 R37 C CAC 07-09 QH 37x76 R PGF5.p Impact Resistant: No FL5167 R37 C CAC Q7-09 QH 37x84 R PG60.p Design Pressure; N/A R50.p Other. 48x80 (+/-25 PSF), 56x84 (+/-25 PSF), 53x76 (+/-50 FL5167 R37 C CAC 07-09 QH 47x71 R PG50.pdf PSF), 36x63 (+/-50 PSF), 44x64 (+/-50 PSF), 47x71 (+/-50 FL5167 R37 C CAC 07-02 DH 48x80 R25,12d PSF), 37x84 (+/-60 PSF), 37x76 (+65/-70 PSF) FL5167 R37 C CAC 07-09 DH 5306 R50.12d FL5157 937 C• CAC QZ-09 DH 56x343 PL2-5.pff FL5167 R37 C CAC 07-09-10-20 and 08-02-10-20 Waiver.gd FL5167 R37 C CAC 07-75 waiver to 07-09.pd 'Quality Assurance Contract Expiration Date 12/13/2021 Installation Instructions FL5167 R37 II IN0066 07-09 07-10 -2Q DH lX4pdf Q7 FL5167 R37 11 IN0067 07-02 07-10 07-20 DH 2X.pdf Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5167 E37 �E_fvj&p -R12.p f Created by Independent Third Party: Yes 5167.2 107-09, 07-10 and 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other:53x130 5167.3 107-09, 07-10 and 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 160x76, 126x76 Reflections 5500, PerfeXion Platinum Vinyl Double Hung with Transom Certification Agency Certificate FL5167 E37 C CAC Q7-09 DH w Transom 53x130 R- PG50 ext.5).pd-f FL5167 R37 C CAC 07-09-10-20 and 08-Q9-10-20 Waiver.gd FL5167 R37 C CAC 07-75 waiver to 07-09,pdf Quality Assurance Contract Expiration Date 04/19/2025 Installation Instructions FL5167 R37 11 IN0063 07-09 07-10 07-20 DH w Transom 2 X. Ralf. Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Reflections 5500, PerfeXion Platinum Vinyl Double Hung H- Mulled Triple Certification Agency Certificate FL5167 R37 C CAC 07-09 QH Triple _JD2x7L_R- P Q50 ext.5).p-df FL5167 R37 C CAC 07-09 DH Triple 160x76 R- PG50 ext.5),p_d-f FL5167 R37 C CAC 07-09-10-20and O8-09-10-20 Waiver of FL5157 R37 C CAC 07-75)NaiverL Q_Q7-Q f Quality Assurance Contract Expiration Date 04/19/2025 Installation Instructions FL5167 R37 II IN0555 07-09 07-IQ 07-20 DH Twin-TrJ& 2X,pdf Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.4 107-09, 07-10 and 07-20 1 Reflections 5500, PerfeXion Platinum Vinyl Double Hung Triple 5167.9 143-17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 36x72 (+/-30 PSF), 48x80 (+/-30 PSF), 53x71 (+/-35 PSF), 44x63 (+/-35 PSF), 48x80 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 26x76 (+/-50 PSF) & 36x74 (+/-50 PSF), 32x62 (+/-50 PSF) 5167.10 143-17 Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/A Other: 96x80 (+/-25 PSF), 89x63 (+/-30 PSF), 73x63 (+/-35 PSF) & 72x74 (+/-45 PSF) 5167.11 143-35 (Two -Step Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other; 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 36x72 (+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF) Evaluation Reports Created by Independent Third Party: Profinish Contractor, Prol'inish Master, PerfeXion Contractor Vinyl Double Hung Certification Agency Certificate FL5167 R37 C CAC 43-17 DH (Fin)-2L)06JR- EQ5_0(fXU)_. plff FL5167 E37 C CAQ_A2-17 DH (Fin)_a2xLZ-R_5Lpdf FL5167 R37 C CAC 43:17 DH (Fin)_3jx7Z-R30.p2df FL5167 R37 C CAC 43-17 DH (Fin) 36x74 R50.12d FL5167 R37 C CAC 43-17 DH (Fin)_j4xLjR PG35.p_df FL5167 R37 C CAC 43-17 DH (Fin) 48x80 R PG30.pd FL5167 R37 C C8C 43-17 DH ffinjALxS�2 R-PG35 .(eXt.5)_.W_f FL5167 R37 C CAC 43-17 DH Finless)_a6_x74_R5_0.pdf FL5167 R37 C CAC 43-17 DH Fjnless)_Aax80 R35.%lf FL5167 R37 C CAC 43-17 DH 36x_63 R Pa4L _5_p FL5167 R37 C CAC 43-17 DH 44x63 R45,pd FL5167 R37 C CAC 43-17 DH 53x71 R35 Fin)-p-df Quality Assurance Contract Expiration Date 12/11/2021 Installation Instructions FL5167 R37 II IN0096 43-17 DH 2X.pd FL5167 R37_IL_JNL0254 43 17 DH 1�pf Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5167 R37 AE EvalRepgqaLN0254-R7.p_df Created by Independent Third Party: Yes Profinish Contractor, Prol'inish Master, PerfeXion Contractor Vinyl Double Hung T-mulled Twin Certification Agency Certificate FL5167 R37 C CAC 43-17 DH Twin 72x74 R PG45.pAf FL5167 R37 C CAC 43-17 DH Twin 73x63 R PG35.pdf FL5167 R37 C CAC 43-17 DH Twin 89x63 R-PG30.p-df FL5167 R37 C CAC 4 -17 DH Twin 96Y80 P P(-,)r, pdf Quality Assurance Contract Expiration Date 04/22/2022 Installation Instructions FL5167 R37 II IN0099 43-17 DH Twin 2X.Qd Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Certification Agency Certificate FL5167 R37 C CAC 43-35 DH 36x72-R30.qfff 1`1_5167 R37 C CAC 43-35 DH 44x63-R25.Qdf FL5167 E37 C CAC 43-35 DH 46x84-R25.pd FL5167 R37 C CAC 43-35 DH 48x80-R35.p_qf FL5167 R37 C CAC 43-35 DH 52x7j-R35.p�ff Quality Assurance Contract Expiration Date 01/24/2026 Installation Instructions FL5167 R37 II INQ105 43-35 DH 2X,pdf FL5167 R37 II IN0568 43-35 DH 1X.pd Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5167 R37 AE EvalRepoq-_IN05_6-R4.pfff 5167.12 43-35 (Two -Step Sill) and 43-50 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung (Three -Step Sill) Twin with Transom Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other:73x111 Certification Agency Certificate FL5167 R37 Q CAC 43-35 DH TWIN w TRANSOM 23xl 11- R35&af EL5152 R27 C CA!: 41-50 [2H T�_AJJN w TRANSOM 73xI11- a3madff Quality Assurance Contract Expiration Date 01/24/2026 Installation Instructions FL5167 R37 11 IN0535 43-35043-50 DH Twin with Transom MODEL DESIGNATION: Simonton Double Hung Series 43-35 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart GENERAL DESCRIPTION See Size Chart X X The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.142". ® r x X x i 0 o n J( 2 4 g - "W" MAX. OVERALL FRAME WIDTH TABLE 1: INSTALLATION FASTENERS TABLE SIZE CHART OVERALL SIZE DP RATIi,'G WIDTH I HEIGHT ±25 PSIF A ±30 PSL ±35 PSF ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN EDGE DISTANCE A CONCRETE (2 KSI MIN.) 3/16" ITN TAPCON 1-1/2" 1-1/8" B HOLLOW OR GROUT -FILLED CMU 3/16" TAPCON 1" 2" 777 PCF MIN. ITW C 2X MIN. SOUTHERN PINE WOOD G=0.55 3/i6" ITN TAPCON 1-3/8" 7/8" D 2X MIN SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8" 7/8" G=0.55 E 16 GAUGE 0.060 MIN. STEEL 10-16 ITW TEKS FULL THREAD 1/2" '.. STUD 33KSI YIELD MIN. SELF -DRILLING SCREW F 7 8 ALUM. 61163--T5 MIN. OR # 70 GRADE 5 SELF -TAPPING FULL THREAD 1/2" i 8" STEEL 36 KSI MIN. DRILLING SCREW Hllt/Ire 2/20/2021 R REVISIONS: REVISED BY. DATE: ``/tA,ruRyFai�v LUCAS A. TURNER, P.E. --- Lucas Turner ` / ` eXef "' ' FL PE # 58207 1 ADDED MIN. EDCE M- NoTF #/ tr: No.58201 lac= TURNER ENGINEERING & 2 AppEp NOTES 17 k 19 - AAMA 8aD tMH OB/47/1 2021.03.03 -v; 15:15:54 A! � _ IW= CONSULTING, INC. (COA # 29779) 3 ADDED MULTIP E SUBSTAaS LMM 11/07/1 � ' aPATE 09 -06'DO' 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 4 UPDATED TO 71H EDITION (2020) FBC LMH 02/20/: y'°Sd`oao*�,�r PH. 941-380-1574 01,VALttt"``, SILICONE CAULK (EXT. PERIMETER) SUBSTRATES BY OTHERS MIN. EMBED. SEE TABLE 1 1/4" MAX. SHIM SILICONE CAULK (INT. PERIMETER) SILICONE CAULK HEAD (INT. PERIMETER) INSTALLATION FASTENERS SEE TABLE 1 1/4" MAX. SHIM 1/4" MAX. SHIM MIN. EDGE DIST. SEE TABLE 1 SILICONE CAULK SILICONE CAULK SUBSTRATES BY OTHERS SUBSTRATES SILICONE CAULK (EXT. PERIMETER) 8Y OTHERS SILL JAMB NOTES 1. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. ALL INTERIOR AND EXTERIOR PERIMETER SURFACES OF THE WINDOW MUST BE CAULKED. 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3" SHALL BE MAINTAINED BETWEEN ALL ELCO ULTRACONS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN I-112" THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 6. THE RESPONSIBILITY FOR SELECTION OF SIMONTON PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, BUILDING OWNER, OR CONTRACTOR. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16" EXIST BETWEEN OPENING AND FRAME, MAX. SHIM STACK IS 1/4°, SHIMS SHALL BE LOAD -BEARING ANWCAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT RESISTANT SHUTTERS OR OTHER EXTERNAL PROTECTION. 9. SEALING AND FLASHING BY OTHERS SHOULD BE APPLIED USING THE ASTM E 2112 METHODOLOGY APPROPRIATE FOR THE OPENING INTO WHICH THE PRODUCT IS BEING INSTALLED. OVERALL. WATER PENETRATION RESISTANCE OF THE INSTALLED PRODUCT IS NOT ADDRESSED IN THIS DRAWING AND IS THE RESPONSIBILITY OF OTHERS. 10. GLAZING SHALL COMPLY WITH ASTM E 1300. 11, ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 12. A WIND LOAD DURATION FACTOR CO = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 13, PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS ATI-86470.01-109-47, ATI-B6472.01-109-47 AND ATI-B6473.01-109-47. i4. DESIGNATION "X" AND "O" STAND FOR THE FOLLOWING: X: OPERABLE PANEL - 0: FIXED PANEL. IS. USE A BACKER ROD ON ALL JOINTS >3/4" DEEP AND/OR WIDER THAN 1/4". FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8" DEEP. DIS. OSURfL _ F STATEMENT This document is the property of Simonton Windows, which Act- ail proprietary and other rights to its subject matter. his document is provided to the recipient oa the expressed Tdition that it is not to be disclosed, reproduced in whole o frt, nor used k- conjunction with the design, manufacture or repairof goods for anyone other than Simonton Windows without Its consent. This restriction does not limit the recipient's rights to utilize information contained in this document which is property obtained from another source. SIMONTON' Dimensional Tolerances / DR WN UMess Otherwise Specified a I `' Do w s T.D.[ I Cncbrane Ar'rmu CHET.DA Decimals Angles Pennslwm, WV 26415 SCALE: APPR D .X t .03 [SHEET: HT 1 of 1 .XX t .01 0' 30 mia, SERIES: .XXX t .005 43-35 DOUBLE HUNG TITLE: 1X BUCK INSTALLATION MODEL DESIGNATION: Simonton Double Hung Series 43-35 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: X X GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw Penetrates is a minimum of 0.070". SIZE CHART OVERALL SIZE DP RATING WIDTH HEIGHT 46" 84" ±25 PSF 44" 63" 36" 72" ±30 PSF 48" 80 ±35 PSF 52" 71" SILICONE CAUL I 2X BUCK 1 SILL NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS SILICONE 2X BUCK CAULK SILICONE CAULK 1/4" MAX. SHIM 1 HEAD 1 I" MAX. SHIM SILICONE CAULK REVISIONS REVISED 8YJ DATE: UPDATED SIZE PER TEST REPORT #89924.01. T.P.D. 01/04/10 UPDATED SIZES PER NEW TESTING. CODE. FRAME AND 7.p.D. 02/23/12 ADDED MIN. EDGE DISTANCE NOTE Call 8/16/15 ADDED NOTES 12 & 13 -AAMA BDO. LMH 11/09/17 2X BUCK #8 X 2 1/2" MIN. WOOD SCREW WITH 1.50" MIN. EMBEDMENTINTO WOOD MIN. EDGE DIST., SEE NOTES. ,X. SHIM NOTES: i. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. S. Shims are optional. Max. shim stack is 1/4". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 7. When used in areas requiring impact protection this product REQUIRES the use of approved impact resistant shutters or other external protection. 8. Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening into which the window is being installed. 9. Installation screws must be at least 3/4" from the edge of the wood. 10. Installation screws may be placed in the interior or exterior track of the jamb. Screws should be flush with the vinyl. 11. Gazing shall comply with ASTM E 1300. 12.Use 100% pure silicone caulk compliant with AAMA 808 Section S - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean opening surfaces completely. A fully primed surface is recommended, but not required. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied. For more details visit Simonton.com. 13.Caulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new window(s). Use a backer rod on all joints >3/4" deep and/or wider than 1 /4". Finished caulk joint should be a minimum of 3/8" deep and make full contact with both the new window and structural opening surfaces. Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. DID ro ert STATEMENT This document 1.et the property at Simonton Wub)oct watch retail. all proprietary and other rights to Its atheect mutter. This document EI pro to to the recipient on the expressed part.ino that it la not to be disclosed, reproduced f whets o part, nor used in conjunction with the design, manufacture or repair t goods for anyone other than does not Wit th e without Its consent. This restriction dose not I4nit the recipient's rights to utilize information contained in this document which is property obtained from another source. SIMON T®Ne Dimensional Toleroncos w i r✓ a n s Sinless Otherwise Specified I C.du ne Avenue Penneb—, WV 26415 Decimals Angles ALE: EEr: A .X d:.03 FIT 1 of t .Xx d:.01 o- 30 min.SERIES.' .XXx d:.005 43-35 DOUBLE TITLE: 2X BUCK INSTALLATION