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Home My WebLink About23-7428F.wit"Ns �Ip , Z0 0 Funed Zephyrhills City of Zephyrhilis 5335 Eighth Street Zephyrhills, FL 33542 BAR-007428-2023 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 12/20/2023 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first 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 addonal permit required from other governmental entities such as water management, state agencies or federal agencies. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR �SIGNATURE ;PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO'-,' CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 12/18/2023 Phone Contact for Permittin 610-874-5000 I a a 4 1 It I Owner's Name Chretien, Eric Owner Phone Number �(207) 256-6154 Owner's Address � 38646 Camden Avenue Zephyrhills, FL 33540 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 38646 Camden Avenue Zephyrhills, FL 33540 LOT # 155 SUBDIVISION ALPHA VILLAGE ESTATES PHASE 1] PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR [7] ADD/ALT SIGN DEMOLISH INSTALL L] REPAIR PROPOSED USE SFR 0 COMM OTHER TYPE OF CONSTRUCTION 0 BLOCK FRAME STEEL DESCRIPTION OF WORK Remove and replace 7 windows size for size BUILDING SIZE I I SQ FOOTAGE []662 HEIGHT Ic x t � It '1E x k W, x t x 4. IL IL X AL x OE *_ t x W EkeE t k k k 1E x It IL IE X E X IE IL -E t W It k It IE 1E t t t JE X X 4E �X, 1IL IE 4L X JL E WE W IL't I [-Z:]BUILDING 1 $ 11,425 1 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL Is =PLUMBING I$ =MECHANICAL IS AMP SERVICE PROGRESS ENERGY = W.R.E.C. VALUATION OF MECHANICAL INSTALLATION = GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED L_y LN _J FEE CURREN L_11 IN _J Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED ,YIN J FEE CURREN [:Y= Address License# PLUMBER COMPANY SIGNATURE REGISTERED / N FEE CURREN N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED L_Y_LN __J FEE Address License# OTHER COMPANY Power Home Remodeling SIGNATURE REGISTERED Y/N F Address 41=35 License # Crescent Park Dr, Riverview FL 33578 CRC1333662 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 wl Silt Fence installed, Sanitary Facilities & I durniester; 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, Storrnwater 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 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 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 parrot 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, Weiland Areas and Environmentally Sensitive Lands, WaterNVastewater Treatment, Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses, Army Corps of Engineers -Seawalls, Docks, Navigable Waterways, Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement, Federal Aviation Authority -Runways, I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "W unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a ..compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. FLORIDA JURAT (F.S, 117.03) OWNER OR AGENT — CONTRACTOF Subscribed and sworn to (or affirmed) before me this Sub§cri.4ed and Who is/are personally known to me or has/have pr as identification. Notary Public Commission No. Name of Notary typed, printed or stamped III I go 1 111M a*][*] I me this Who is/are ersonally known me or has/have produced as identification. —Notary Public Commission No.. 141. -4 —rpY, 4- Name of Notary typed, punted or'stamped Notary Public State of Florid Matthew Moy r ? Zhm li �TA" Ill Expires em /20 INUtivif 2023220157OR 8K10933 PG2176 pageloti t �ti 0 2A AM Rc-tit '.-�85321,7 Rye: In On DS it t IT 0 Portrait Norritter TAX Folio 4 iL The undersigned hereby 9ry a n try that impr v r ep.t wile t "rie t Certain Real Property, and in accordance with Chapter 713, Fkmri Statutes, the following information is prbvv d d In this Notice of Commencement 1. DESCRIPTION OF PROPERTY a. 2, GENERAL DESCRIPTION OF IMPROVEMENT: OWNER INFOR AT N OR L SEE INFORMATION IF THE LESSEE CONTRACTED FOR THE I ' IMNTr Name Address, � r f Interest in Fps. . Fee Simple Title Holler if different fr rn owner m listed above) v 4, CONTRACTOR: Name Edward Gilbert -Power Horne Remodeling Phone Number-610-874-5000 ext. 6653 Contractors Address. . SURETY (if applictible, a copy of thepayment bond is attached): Amount of t rid Name: Phone Number, M Addrass d. LENDER'S NAME, Phone Number, ber° Lender's address. 7. Persian's within the State of Florida Designated by Owner ispon whom notice or other documents they be served as provided by Section 71313(1)(a)7., Florida Statutes,. Name, Phone Number AddreAs. , In addition, Owner designates � f �. to receive a copy of time Lieber a notice as provided in Se bo" 713. 1( a g(d), Rondo Statutes Phone number of porn or entity designated by can r �. 9, Expiration of notice commencement the xp:ra bon Efate wd€ be 1 year from date of recording unless, a different date is specified, � d,__. it''A ftifP 7 ? ANY PAYMENT MADE BY THE OWNER AFTER THE EXPIRATION N OF THE NOTICE OF COMMENCEMENT ARE, CONSIDERED IMPROPER PAYMENTS UNOER CHAPTER 713, FAIT 1, SECTION 71313, 13, FLORIDA STATUTE$, AND CAN RESULT IN YOUR PAYING TVVt F FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORnED AND POSTED ON THE JOS SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BE;FVOREC�71SICING 0 OR RECORDINGYOUR NOTICE OF COMMENCEMENT { i rr€ri e 6at gar c L , rar c:a r r t w ;j'rant NsMV a.rrrt -'ri7 sc Sgrli*Wrp's t it's /0fNera} ��ttlr7fl�ti ��C�[Et�IC�3Y��C&t `F$ffi�tlz�t`g state offnrida County off Tvsa�tii The fore Gasrt trrtrsk 5sFn�iadd tafarc the day ofQ by for,. ttYp or OaAh flly , a, ter tru nee' aft r[ y in ract,) - T° Pam �r� twnof of orrt Cn 4r neml, wtm xtm_�i a _—PersonallyZKnosir Froduc d ntifictine Notary pu4it,7 state of Florida ('sl4 Ct t11 ref 4 ;' 4'y' 3"'Cdf3� r "tCar4 W€)l F c rrii,) .b ht�tfalOW moyof ttt ai6 4t111) r,4avonat rieaaquariers c'iuumc�x 2501 Seaport Drive, Chester, R41SO13 87-06207 888736-6335ux/~mee November 25.2O23 WWW.PVWERMRG.COM CRC 1133e62'000/33*82e CUSTOM REMODELING AND IMPROVEMENT AGREEMENT Buyer(s)' Information and Description of the Property: Project Number: 37-06207 November 25, 2023 Eric Chretien (207) 256-6154 (Eric's Cell) Date of Agreement 38646 Camden Avenue aryckthorne@hotmall.com County: Pasco Township: Zephyrhills Buyer(s) listed above hereby jointly and severally agrees to purchase the goods and/or services of Power Home Remodeling Group and its vendors ("Contractor") in accordance with the prices and terms described in this 5 page document and the Product Specifications, which are incorporated as part of the Agreement (collectively, this "Agreement"). This Agreement represents ocash sale ofgoods and services. Buyer(s) agrees to pay the cost of the goods and services purchased as described herein, regardless of timing orapproval ofany financing Buyer(a)may seek for their purchase. Purchase Price: $11,425.83 Installation Dates: ��um� Down Payment: $Ol0 Windows: Balance Due on s11,425.83 Estimated Project Start: 2 to 4 weeks Substantial Completion: Estimated Project Completion: 1 to 2daye Method ofPayment: Other Buyer(s) acknowledge that a definite start and completion dates are NOT of the essence. Delays b | Contractor's control not included mcalculating time frames, See Delay/Unknown oormmnno. Buyer(s) hereby acknowledges receipt of a copy of the pamphlet, "The Lead -Safe Certified Guide VoRenovate Right".informing Buyer(s) of the potential risk of lead hazard exposure from renovation activity to be performed in or at Buyer(s)' Property, at the address written above. Buyer(a) received this pamphlet on the date ofthis Agreement, before commencement ofwork. uyer(a)' Initials. This Agreement constitutes the entire agreement and understanding between the parties, and this Agreement replaces any and all prior negotiations, representations, or agreements, either written or oral. No amendment, modification or waiver of this Agreement shall be valid oreffective unless inwriting and signed byboth parties. Buyer(s) hereby acknowledges that Buyer(s) 1) has read the entire Agreement and has received acompleted, signed, and dated copy of this Agreement, including the two accompanying Notice of Cancellation forms, on the date first written above and 2) was orally informed of his/her right tocancel this transaction, Notice To Owner a. Donot sign this home improvement contract in b|unk b. You are entitled to a copy of the contract at the time you sign. Keep it to protect your legal rights. c. This home improvement contract may contain a mortgage or otherwise create a lien on your property that could be foreclosed on|fyou donot pay. Be sure you understand all provisions ofthe contract before you sign. Buyer(s) also agrees and understands that if Buyer(s) finances the work with a third -party, the terms of that financing will be contained onseparate documents, including any finance charge. Future promotions not applicable. | have read and received each page ofthis 5page agreement. RemodelingGroup Buyer(s) 11/25/23 11/25/23 Signature ofQuality Assurance Manager Signature YOU, THE BUYER(S), MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. November 25.2O2314:34 |NN�UN0�U�U�U �NNN�N�0Q� ivavonai heaaquariers Cf U 1111[umff1 2501 Seaport Drive, Chester, PA 19013 57-06207 888-736-6335 toll -free November 25, 2023 • , WWW.POWERHRG.COM Additional Terms & Conditions ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK IKlru FLORIDA Delay/Unknown Conditions: Contractor's failure to perform any term or condition of this Agreement as a result of conditions beyond its control such as, but not limited to strikes, fires, floods, acts of God, manufacturer's delay, material shortages, Buyer(s)' inability to qualify for or obtain financing, delays by local government authorities in issuing or otherwise approving inspections, permitting, or other required authorizations do not constitute abandonment and are not included in calculating time frames for performance by Contractor. Contractor and Buyer(s) have determined that a definite start and completion date are not material terms of this Agreement. The Buyer(s) understand that the start date and completion date are approximate and are subject to change. Late Payment/Late Cancellation of this Agreement: Buyer(s) agrees to pay a late fee of 1 1/2% per month on all amounts due and owing from Buyer(s) to Contractor accruing from the date due and running to the date the payment is made. In the event that Buyer(s) breaches any of the terms and/or conditions of this Agreement, Contractor may recover any damages for the breach thereof and all remedies in its favor existing at law. A Late Cancellation after midnight of the cancellation date, specified in this agreement, is a breach of this Agreement. The Buyer(s) shall reimburse Contractor for all of Contractor's out-of-pocket expenses, including, but not limited to, costs incurred by the Contractor for measuring, ordering, manufacturing, purchasing and administrating the procurement of the goods and services identified in this Agreement, and all other damages available under the law. Contractor's Right to Cancel: In the event that Contractor determines that this Agreement cannot be performed as intended by the parties due, for example, to incorrect pricing, unforeseen structural defects, or pre-existing conditions to Buyer(s)' Property, Contractor may cancel this Agreement within forty-five (45) days of its execution, notify Buyer(s) of such cancellation in writing and return all monies paid by Buyer(s). No Set -Offs or Retentions: Upon Substantial Completion of Contractor's work under this Agreement, Buyer(s) shall pay all amounts due under this Agreement without any right of set-off or retention. Substantial Completion is defined as the stage in the progress of the work where the work is sufficiently complete in accordance with this Agreement so that Buyer(s) can occupy or utilize the work for its intended use. If after paying all amounts due under this Agreement, Buyer(s) alleges that Contractor's work is defective in any respect, Contractor, without waiving any of its rights, shall cause an inspection of the work and perform any remedial work to the extent the Buyer(s) is entitled to under this Agreement or Contractor's warranty at no cost to Buyer(s). Buyer(s)' Representations and Responsibilities: In addition to making timely payment to Contractor according to the terms and conditions of this Agreement, Buyer(s) represents and warrants that (a) Buyer(s) owns the premises where the products and/or November 25, 2023 14:34 aoona cxc^mwuUo 2501 Seaport Drive, Chester, RA 1803 37-08207 888-738-6335m||-freo Nuvemba,25. 2023 002ft WVVW.POWERH8g.COM CUSTOM REMODELING AND IMPROVEMENT AGREEMENT services are being provided by Contractor; (b) Buyer(s) will control, secure, and otherwise keep all pets away from the Contractor and the work areas; (c) Buyer(s) will not allow unattended minors at the Property while the work is being performed; (d) Buyer(s) will provide Contractor with unrestricted access to the premises at all reasonable times for the purposes of taking measurements, performing the work, and for any subsequent remedial work, if required, including access to electrical outlets as may be required by Contractor; (e) Buyer(a) will remows, oeoure, or otherwise protect all items cdvalue orconcern to avoid any accidental mistakes or slippages as the Contractor will not be liable for replacing or repairing other household items in the work areas; (f) Buyer(s) shall be responsible for the preparation, moving, and reinstalling of all wiring, water lines, power lines, plumbing, and the moving of any shrubs, plants, or other items as required by Contractor under this Agreement; and (g) if Contractor's work requires consent and/or approval from any Homeowner's Association or any other legal entity or voluntary association that enforces covenants, conditions, and restrictions on property (including designated historic sites), Buyer(s) is responsible to submit any required forms and obtain approval for the work to be done and to keep Contractor informed as to the approval status. Contractor's Responsibility: Contractor shall obtain any necessary permits and provide the Buyer(s) with a certificate of occupancy, if required. Contractor accepts no responsibility for any damage resulting from structural or other defects in the Property at which work is performed under this Agreement. Contractor is not responsible for remedying structural defects and other pre- existing conditions in or at Buyer(o)' Pnoperty. Buyer(s) acknowledges that Contractor's products do not correct orcure pre-existing problems such as leaks, lead, mold, asbestos, dry rot, decay, fungi, termites, and/or other structural and/or environmental problems. Contractor shall not be responsible for (a) any damages arising in whole or in part from strikes, fires, accidents, floods, governmental actions, or any other causes beyond control of Contractor; (b) any damages including without limitation, lost profits, or reduction in value of the premises, arising from Contractor's delay in performing under this Agreement or due to its breach of this Agreement; (c) unintentional damage to window treatments, uhuKern, b|inde, alarm aya$*mo, household items, |andeoaping, satellite dish, gas |inea, condensation pipea, electrical wiring, p|umbing, and telephone inataUotiona, it being understood that Buyer(a) in responsible etits own cost for all preparations, protection and/or moving of such items prior to Contractor's commencement of the work; (d)collateral or incidental damage to interior walls (including wall tiles) and personal property, including damage occurring as o result ofContractor installing products on or in Buyer(s)' Property, it also being understood that Buyer(s) is responsible at its own cost for all preparations, protection and/or moving of such items prior to Contractor's commencement of the work; and (e) removing and/or refitting/reconnecting Buyer(s)' home security system or the costs associated with removing and/or refitting/reconnecting Buyer(s)' home security system, it being understood that Contractor will attempt to work around any home security system on the premises. Mold and Related Matters: Buyer(s) agrees to defend, indemnify and hold Contractor and its employees, agents, and vendors harmless from any claims as to the identification, detection, abatement, encapsulation, or removalofmold, asbestos, lead -based products, or other hazardous substances inside or outside of the Property at which work is performed. Contractor does not provide mold testing ornemediatinn sen/ioee. Excessive humidity, lack ofventilation and/or extreme temperature differences may result in excessive condensation tuappear on or around windowu, in walls, or in attics, Products that Contractor is installing do not create moisture orexcessive humidity; thuo. Contractor is not responsible for condensation. Warranties: Buyer(s) understands that Contractor will make available to Buyer(s) all product and labor warranties offered in connection with this Agreement. Buyer(s) understands that Buyer(a) should read all warranties for complete details ofcoverage. Complete copies of applicable product warranties are available for review by Buyer(a) stany time by visiting https:Hpowenworrantiea.com, Buyer(a) acknowledges that the labor warranty was presented s¢the time this Agreement was signed and a copy of the warranty was given to Buyer(s). Buyer(s) understands that no warranty will be effective while a balance due remains onthis Agreement. Lien Rights: In the event that Buyer(s) does not pay Contractor any of the money owed when it is due, Contractor may have a claim against Buyer(s) that may be enforced against Buyer(s)' Property in accordance with applicable lien laws. Buyer(a)also understands that if Buyer(a)finances the work with athird party, Buyer's separately provided other documents may include asecurity interest. 8uyer(a)understands that Buye,(a)should read those documents closely. Miscellaneous: No waiver of any breach of this Agreement shall be construed as a waiver of any prior, concurrent, or subsequent breach hereof. The section headings contained in this Agreement are inserted for convenience only and shall not affectinany way the meaning or interpretation ofthis Agreement, In construing this Agreement, the gender and number ofwords used may be changed to meet the context. No alteration to or deviation from this Agreement, including those that change the cost, materials, work to be performed, orestimated completion date, will bevalid without the signed, written consent ofboth Buyer(o)and Contractor. This Agreement is to be governed by the laws of the state in which it is performed, except as may be preempted by federal law. Any part of this Agreement contrary to the law of this state shall not invalidate other parts of this Agreement, If a provision of this Agreement is held November25. 2023 14:34 |00�UNN0U�U�U �NNN�N0N00 waonna cnUumv,m. 2501 Seaport Drive, Chester, R4 1e013 37-06207 888-736-6335xd|-fme Novomber25. 2023 0.��*% vVvvvVPoWERMRG.CoM ono13u366u,00C 1zo418u CUSTOM REMODELING AND IMPROVEMENT AGREEMENT Additional Terms && Conditions (conUnued) to be invalid or unenforceable, this Agreement shall continue in full force and effectand shall beconstrued anifthe invalid or unenforceable provision was omitted. Arbitration of Disputes: Contractor and Buyer(s) agree that the Federal Arbitration Act applies to this Agreement, except for individual small claims court cases that qualify, and any and all disputes, claims, statutory claims, or controversies (hereafter referred to as a "Claim") arising under orrelating 1nthis Agreement and any related documents, loans, security |notrumenta, a000unta, or no1ea, including byway ofexample and not aaa limitation: (i) the relationships resulting from this Agreement and the transactions arising as result thereof; (ii) the terms of this Agreement, or (iii) the validity of this Agreement or the validity or enforceability of this arbitration provision shall be subject to binding arbitration to be determined by one arbitrator, in accordance with and pursuant to the then prevailing Commercial Arbitration Rules of the American Arbitration Association (''AAA"), to he held and arbitrated inthe judicial district in which Buyer(o) n*aidne, The findings ofthe arbitrator shall befinal and binding onall parties 0othis Agreement. The Contractor agrees topay 1/2ofall fees charged bythe AAA for filings and arbitrator's costs, If the Buyer(s) obtain an arbitration award that identifies the Buyer(s) as the prevailing party, the Contractor agrees to pay the Buyer(s)' portion of the fees charged by the AAA for filings and arbitrator's costs. Each party, however, shall be responsible for their own attorneys' fees, if any. This agreement to orbboge, and any awmvd, finding. o,verdict ofurfrom the erbitmtion, will be specifically enforceable under the prevailing law ofany court having jurisdiction. The party asserting aClaim shall file anotice odthe demand for arbitration with the other party to this Agreement and with AAA- Case Filing Services, 1101 Laurel Oak Road, Suite 100.Voorhees, NJ 08043.877'493-4185.wwwedr.org. The demand for arbitration shall bemade within areasonable time after the Claim inquestion has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such Claim would bebarred bythe applicable statute uflimitations. Any arbitration proceeding brought under this Agreement, and any award, finding, or verdict of or from such proceeding shall remain confidential between the parties and shall not be made public, Both Contractor and Buyer(s) are agreeing to choose arbitration, rather than litigation or some other means of dispute resolution, to address any grievances oralleged grievances. The parties believe this will allow for a faster and more cost effective method of addressing a Claim. By entering into this Agreement and this arbitration provision, both parties are giving uptheir constitutional right to have any dispute decided in a court of law before a jury, and instead are accepting the use of arbitration. THIS AGREEMENT DOES NOT ALLOW CLASS ORCOLLECTIVE ARBITRATIONS EVEN |FTHE AAA PROCEDURES C}RRULES WOULD. BY EXECUTING THIS AGREEMENT, BUYER(S)AGREES AND UNDERSTANDS THAT BUYER(S)CAN ASSERT A CLAIM ONLY ONBEHALF OFBUYER'S OWN SELF AND THAT BUYER(S)WILL NOT ASSERT A CLAIM ONBEHALF OF, ORAS AMEMBER OF, ACLASS ORGROUP |N EITHER AN ARBITRATION PROCEEDING, A PRIVATE ATTORNEY GENERAL ACTION OR IN ANY OTHER FORUM OR ACTION. THE PARTIES ALSO AGREE THAT THE ARBITRATOR MAY AWARD MONEY OR INJUNCTIVE RELIEF ONLY IN FAVOR OF THE INDIVIDUAL BUYER(S) SEEKING RELIEF AND ONLY TO THE EXTENT NECESSARY TO PROVIDE RELIEF WARRANTED B9AND LIMITED T0THAT THE BUYER(S)'INDIVIDUAL CLAIM. Buyer(s)' Initials_ `�{�Date - II/25/2� Contractor's Initials Dote 11/25/21, November2G. 2023 14:34 |0N�UN�0U�U�U �NNN�N0�0N Ghretien, Eric Date i,4auonai rieaaquarters Seaport2501 PA 19013 6toll-free WWW.POWERHRG.COM CUSTOM REMODELING AND IMPROVEMENT AGREEMENT Ghretien, Eric Date 3 (-06207 NOVeMber 25, 2023 uboublank | of 12/18/23, 09:59 12/9/21, 10:04 AM Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications Contact Us II. 6CIS Site Map Links Search dbProduct Approval r :USER: Public Use, I Application Detail : bNgn FL # FL33448 n 2111%1 Application Type New Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pelia.com Authorized Signature Joe Hayden Sandi Robinson pellaproductapproval@pelia,com Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ln Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider 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 the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/15/2030 Validated By Steven M, Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Fl Referenced Standard and Year (of Standard) 51andard Year AAMA/WDMA/CSA/101/l.S.2/A440 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/16/2020 Date Validated 09/21/2020 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtPHx6k°/�2fnY2GYrOY4JoBH°/b2fSyyNT9yrezZQitM9Hpjr9JA%3d%3d III 12/9/21, 10:04 AM Florida Building Code Online Date Pending FBC Approval 10/05/2020 Date Approved 12/15/2020 Summary of Products _. FL # Model Number or Name Description 33448 1 SW-520 SW-520 Vinyl Flange and Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F�44 g0 Ii ) p Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: No 1 Design Pressure: N/A iEvaluation Reports Other: SW-520 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 5/8 x 62, 3 �44 g RO gF valR portPF_L340. lite, DP 30 PSF, Glass complies with ASTM E1300. Created by Independent Third Party: Yes 33448.2 SW-520 _..... ....... SW-520 Vinyl Flange/Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FJ 33448 ROOT, PAL 223 p Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +40/-40 Evaluation Reports Other: SW-520 PVC Horizontal Slider, XO or OX, 72" x 72", DP 40 PSF. FL,aaAAE R0 d� valR pg sC 22 psi Glass conforms to ASTM E1300. Created by Independent Third Party: Yes 33448.3 SW-520 _ _- ____ .... _... _ ,..._ ._-_.. SW-520 Vinyl Flange Horizontal Sliding Window Limits of Use w.. _._ .�.._.- Installation Instructions Approved for use in HVHZ: Yes FJ344g_F3Q jj p -486 p f Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: No Other: SW-520 PVC Horizontal Slider, XO or OX, 74" x 54". See Evaluation Reports portP Rif Installation drawings for Design Pressure. Glass complies with ASTM Created by Independent Third Party: Yes E1300. _-. - -_._ —.- _.- _. _ _...__ ------ The. State of Florida is an AA/EEO employee �gpygbt,2QQ7-2013 State of Plortda :: Privacy Statom„gnt :: Accessibility Statement ::py,�(tement 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(i), 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 enrolls 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: MUMm",'e, h_ Credit Card Safe https:/lfloridabuilding.org/pr/pr_app_dti,aspx?param=wGEVXQwtDgtPHx6k%2fnY2GYrOY4JoBH%2fSyyNT9yrezZQitM9Hpjr9JA%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report — PEL-223 September 9, 2020 Product Description: Series SW-520 PVC Horizontal Slider Window, Non Impact, 72" x 72" unit size XO or OX Manufacturer: Pella Corporation, 102 Main Street, Pella, IA 50219 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 7"' Edition (2020) Florida Building Code outside the High Velocity Hurricane Zone, The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Trc Tri, Camden, TN 2) Approval drawing PEL-223, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3870-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WF)MA/CSA 101/l.S.2/A440-08 4) Supplemental Calculations to support PEL-223, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document PEL-223. Limitations of Use: This product: • May be used in OX or XO configuration in sizes up to 72" x 72" unit size, with max. glass daylight widths as shown in PEL-223 • Achieves design pressures as indicated in comparative analysis tables in PEL-223 • Is non -impact and requires the use of shutters • May not be used in the High Velocity Hurricane Zone • Requires glazing as shown in PEL-223 • Requires Quanex or Veka white rigid PVC extrusions as shown in PEL-223 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Pella Corporation or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product, �VIIIIIJJJ/// 41 Lucas Turner, 2020.09.09 No, 58201 =X11 9/9/2020 16:33:21 — I 01 4;-. Lucas A. Turner, P.E. -05'00' STATE OF FL PE #58201 A-4 GENERAL NOTES SLIDING WINDOW - NON -IMPACT 73 1/4" FLANGE WIDTH 72' MAX UNIT WIDTH A ----i B 73 114" FLANGE HEIGHT 72:" MAX UNIT HEIGHT 67 1" GLASS DLO C LL-:7- ___ C A A 32" GLASS DLO 32" GLASS DI 35 5/16" MAX SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 DP CHART & GLAZING DETAILS_......2 SECTION VIEWS & ALT FRAME 3 EXTRUSIONS & B4O M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 - ---------- _ ___ Im 689/161, MAX SASH HEIGHT 65 1/4" GLASS DLO 1 THE PRODUCT SHOWN HEF TO COMPLY WITH THE FLO[ EDITION 2 GLAZING OPTIONS (SEE Si-- 3 CONFIGURATIONS 'OX', "X( 4 DESIGN PRESSURE RATING -NEGATIVE DESIGN LOADS GLASS TABLES ASTM E-13 -POSITIVE DESIGN LOADS I INFILTRATION TEST PRES,' ASTM E-1300-04e01/09 5 ANCHORAGE THE 33 1/3% IN THE DESIGN OF THIS PR( DETAILS WINDLOAD DURA ANCHOR CALCULATIONS 6 NOT APPROVED FOR IMPAC SYSTEM IS REQUIRED IN W 7 ALL FRAMES AND VENTS FL USED AT FIXED MEETING R, 8 SERIES /MODEL DESIGNAT 9 THE DESIGNATION X AND 0 X = OPERABLE SASH, 0 = Fl 10, SECTION CALLOUTS APPI LOCATION. 11 EXTERNAL WEEP SLOT -MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 72" x 72" SEE COMPARATIVE ANALYSIS NONE CHART, SHEET 2 1 c Rua apm vn �i nu i.roayncaauica �r or/ Unit Unit Width (in.) Height Glass (in.) Type 351/2 391/2 431/2 471/2 511/2 551/2 591/2 631/2 671/2 72 35 1 /2 A +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60,0 +60.0 ( -60.0 +60.0 / -60.0 +58.6 / -58, 6 +51.4 / -51.4 +45.5 / -45.5 +40.0 / -40.0 B, C, D +60.0 / -60.0 +60.0 / -60,0 +60.0 / -60.0 +60.0 / -60.0 +60,0 / -60.0 +60.0 / -60.0 +58.6 / -58.6 +51.4 / -51.4 +45.5 / -45.5 +40,0 / -40.0 39 112 A +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60,0 / -60.0 +60.0 / -60.0 +60.0 ( -60,0 +58.6 / -58.6 +51.4 ( -51.4 +45.5 / -45.5 +40.0 / -40.0 B, C, D +60,0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60,0 / -60.0 +60.0 / -60,0 +58.6 / -S8.6 +51,4 / -51,4 +45.5 / -45.5 +40.0 / -40.0 43 1/2 A +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +58.6 / -58.6 +51.4 / -51.4 +45.5 / -45, 5 +40.0 / -40.0 +60.0 / -60.0 +60.0/ -60.0 +60.0 / -60.0 +60.0/ -60.0 +60.0/ -60.0 +60.0 / -60.0 +58.6 / -58.6 +51.4/-51.4 +45.5 / -45.5 +40.0 / -40,0 47 1/2+60,0 / -60 0 +60.0/ -60.0 +60.0( -60.0 +60.0/ -60.0 +60,0/ -60.0 +60.0 ( -60.0 +58,6 / -58.6 +51,4 / -51.4 +45.5 J -45,S +40.0 / -40.0 qC, +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60.0/ -60.0 +60.0/ -60.0 +60.0/ -60.0 +58.6 ( -58.6 +51,4/ -51,4 +45.5 / -45,5 +40.0 J -40.0 51 1/2+60.0 / -60,0 +60.0/ -60.0 +60.0 / -60.0 +60.0/ -60.0 +60.0 / -60.0 +60.0/ -60.0 +58.6 / -58.6 +51.4 / -51.4 +45.5 / -45.5 +40.0 / -40.0 +60.0 / -60.0 +60.0/ -60.0 +60.0 / -60.0 +60.0/ -60.0 +60.0/ -60.0 +60.0 / -60.0 +58,6 / -58,6 +51.4 / -51,4 +45.5 / -45.5 +40.0/ -40,0 55 t!2+60,0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60.0/-60.0 +60.0 / -60.0 +58, 6 / -58.6 +51.4 / -51.4 +45.5/-45.5 +40.0/40.0 +60,0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60,0 +60.0 / -60.0 +60.0 / -60.0 +58.6 / -58.6 +51.4 / -51.4 +45,5 / -45.5 +40.0 / -40,0 59 1/2+60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60.0 ( -60.0 +60.0 / -60.0 +58, 6 / -58.6 +51.4 / -51.4 +45.5 / -45.5 +40.0 ( -40.0 +60,0 / -60.0 +60.0 / -60, 0 +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +58, 6 ( -58.6 +51.4 / -51.4 +45.5 / -45.5 +40.0 / -40.0 63 1/2+60.0 MC, / -60.0 +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60.0 +55.8 / -55.8 +54.8 / -54.8 +53.8 / -53, 8 +51.4 / -51.4 +45.5 J -45.5 +40.0 / -40.0 +60.0/ -60,0 +60.0 / -60.0 +60.0 / -60,0 +60.0 / -60.0 +59.7 / -59.7 +56.5 / -56.5 +53.8 / -53,8 +51.4/ -51.4 +45.5 / -45.5 +40.0/ -40.0 67 1t2 +60.0 / -60.0 +60.0 / -60.0 +60.0 / -60,0 +56.6 / -56.6 +51,8 / -51.8 +50.2 / -50,2 +49.7 f -49.7 +47.4 ( -47.4 +45.5 / -45.5 +40.0 / -40,0 B, C, D +60.0 / -60.0 +60.0 / -60.0 +60,0 / -60.0 +58.9 ( -58.9 +55.3 / -55.3 +52.3 / -- +49.7 / -49.7 +47.4 / -47.4 +45,S / -45.5 +40.0 / -40.0 7 A 00 0 +600/-600 .. 8 +4.6/ +41.8 / -41.8 +40.0 f -40.0+ B, C, D +60.0 / -60.0 1 +60.0 / -60.0 +58.5 / -58. S 1 +54.5 / -54.5 1 +51.1 / -51.1 1 +48.2 / -48, 2 +45.8 / -45.8 +43.6 / -43.6 1 +41.8 / -41.8 1 +40,0 / -40.0 +----- �- --.--_ 7/8" OVERALL .I �...... r......_.. 1/8" ANNEALED --5/8" AIR SPACE ---1/8" ANNEALED 3 ,,4 SIKAFLEX 552 OR j PURFECT GLAZE "H" 1/2" GLASS SITE -------------------7/8" OVERALL ----3/16" ANNEALED 1/2' AIRSPACE 3/16" ANNEALED 1 ,24 PURE CT GLAZE "H" 112" GLASS BITE -------�- ----- 7/8" OVERALL L„ ......._. �._._1/8"TEMPERED 'r-- - --58' AIRSPACE 1/8" TEMPERED M SIKAFLEX 552 OR PURFECT GLAZE "H" 1/2" GLASS BITE QUANEX DURASEAL or. QUANEX DURASEAL or, ' QUANEX DURASEAL of CARDINAL XL EDGE oi, NAL XL EDGE of KODISPACE 4SG TPS OD CARDINAL ACER 4SG TPS KODISPACE 4SG TPS �J I.G. SPACER I.G. SPACER GLASS TYPE A GLASS TYPE B GLASS TYPE C SETTIP NOTE IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE INTERIOR INTERIOR SECTION VIEW A -A NOTE: ITEMS NOT SHOWN FOR CLARITY, 22,30-31 SECTION VIEW B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. SECTION C-C ALT. FIN/FLANGE FRAME ITEM PART # DESCRIPTION MATERIAL I H-6222 IMain Fr., SH, w/Flg., PVC PVC 2 H-2121 JMeet. Rail, Fxd. Alum 3 H-6231 Main Fr, SH —w/FnPVC PVC 4 H-6224 Sash Meet. Rail, PVC PVC 5 H-2124 119einf. Sash Meet. Rail Alum 6 H-6223 Sash Bottom Rail, PVC (S.S.R, for HS) PVC 7 S-2129 IReinf. S.B.R./S.S.R/S.TR. Alum 8 H-6225 ISash Top/Bot. Rail PVC 9 S L1776 Roller track Alum 10 S-6237 GIz. Bd., 7/8",Fxd., Hertz. PVC 11 6226 Sern. Adapt., w/ Nib, PVC— PVC 12 -6227 Scm. Adapt., PVC -Roller, PVC 13 -1-4 F5-4779 -T--3783 Tandem Nylon Lock, Impact, PVC Zinc 15 P-4069 Keeper, Impact, PVC Zinc 16 P-4479 Weep Cover w/ Flap Nylon 18 P-3429 Wstp_ 0.270 x .187 back FinSeal, Gray 19 P-3539 1#8 x 0.75" Ph PH Tek@keeper Steel 20 0 P-3541 #8 x 0,5 Ph PH Tek@roller Steel 21 1 15-4051 W 1#8 x 1.250 Ph FH TEK, Wht. @lock Steel 22 P-3342 Seam Sealer, SM-5504 -"S-i—licone 23 —P-5588 jCap Plug, 1/2" Hole Nylon 24 P-4648 —P-5615 Purfect Glaze "H", Sika Flex 552 Silicone 7-5 Set, Blk,, 85 Dur., 1/8" x 1" x 2" 1-g. Rubber 26— -7--3683 HS-8200 Gold —Cert. Label 27 3881 Temporary Lbl. (NFRC/DP) 78— Fixed SEE SHEET 2 29 Sash SEE SHEET 2 30 Spacer, See S HT 2 33 P-3218 1 Screen Frame, Herz. RollForm 34 -3321 IScreen Frame Corner Key Nylon 35 P-3 81 Screen Cloth, 18 x 16 Fiberglass 36 P-3228 IScreen Spline, .155 Dia., Blk, 37 P3029 IScreen Pull Tab 38 P-3033 Screen Spring, SS 40 S-6228 Fixed rail Cover PVC 42- '43— P-4638 -T--4959 #8 x 2 1/2", PH, Modified Truss, TEK2 Steel Wstp., 0.420 x .187 back FinSe-al, Gray LINE ITEMS NOT USED: NOTE. ALL ALUMINUM EXTRUSIONS Al 17,31-32 2 3/4" PVC FRAME FLANGE H-6222 3 £ PVC FRAME FIN/FLANGE H-6231 1 114" ROLLER TRACK S-1776 L 13/16" PVC MTG RAIL COVER S-6228 iE 6063-T6 UNLESS OTHERWISE NOTED. 2 3/16" I r C 4 1 5/8" PVC SASH MTG RAIL H-6224 PVC SASH RAIL/STILE H-6225 '16" PVC SCREEN CATCH S-6226 fll---( 7/8" PVC GLAZING BEAD S-6237 2 118 PVC SASH RAIL/STI H-622: MTG H -, 1/4' F PVC SCREEN S-622-, REINF. SBR/SSR S-2129 "I," "I" (TYP ) G' MAX (TYP.) 6" MAX. (TYP.) 20" MAX O.C. (T YP ANCHOR LAYOUT (FLANGE] 3" MAX (TYP.) TE 2 3" MAX. (TYP.) INSTALLATION ANCIfOR (TYP.) 6" MAX. O C. (T YP ) ANCHORLAYOUT NOTES 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2, SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT BE PROTECTED TO PREVENT REACTION 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES SPECIFIED IN TABLE 1, SHEET 6. 6 ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF OPTIONAL 7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS. 3" FOR MASONRY, 1" FOR WOOD AND METAL. S. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSF SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9 SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFE FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) SUBSTRATE BY OTHE SEE TABLE 1, PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLS INSTALLATION ANCHOi` SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHEF SEE TABLE 1 TYPICAL HEAD ANCHORAGE SEE TABLE 1 VERTICAL SECTION ".6-J TYPICAL SILL ANCHORAGE MIN EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS 1/4" MAX SHIM SEE TABLE I MIN EDGE DI SEE TABLE I 1/4" MAX SHI MIN EDGE DIST SEE TABLE I INSTALLATION ANCHOR SEE TABLE I ASTER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BYINSTALLER HORIZONTAL SECTION TYPICALJAMBANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST, FLANGE CONCRETE (2 ',1 INT 3/16' ITW TAPCON 1-112" 1-1/8" FLANGE HOLLOW OR GROUT,FILLED CMU N 17 PCF MIN) 7/1 N 2" FLANGE CONCRETE (2 85 KSI MIN) 3/16" ELCO ULTRACON FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-112" FLANGE 2X MIN SOUTHERN PINE (G=O 55) 3/16" ljV TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE FLANGE 12X MIN SOUTHERN PINE (G=0 55) 710 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0 060") MIN STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0 060" 7/16" FLANGE �/8"ALUM (6063-T5 MIN) OR /&'STEEL (33 KSI MIN) TO -GRADE 5 SELF -TAPPING DRILLING SCREW FULL THREAD THRU 0 125" 7/16" FIN 2X MIN SOUTHERN PINE (G=O 55) _T 1 /,1 -1 1/2" PERIMETER SEALANT -- BYINSTALLER INSIDE AND OUT FORCOI HEAD 0 FLANGE REMOVAL NOTE. PARTIALLY UP TO AND INCLUDING A BOX -FRAME MIN, 1/4" FILLET OF CONSTRUCTIC INSIDE AND OUT, FULL PFRIMETE1 PRODUCT ANCHORAGE IS IN ACC( SHOWN FOR FLANGE WINDOWS, 12/9/21 , 10:41 AM Florida Building Code Online ZMET 3CIS Home lung In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us 3CIS Site Map Links Search Product Approval USER: Public User ",:QQ > > Application Detail FL # FL33447 Application Type New Code version 2020 Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pelia.com Authorized Signature Joe Hayden Sandi Robinson pellaproductapprovai@pelia.com Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ln Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc 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 - Hamcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date 07/15/2030 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/l.S.2/A440 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/16/2020 Date Validated 09/17/2020 https:Hfloridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDqtPHx6k%2fnY2GTPhrOqWmoa7FHZnUKpRNSTdZl Krxr%2bqDw%3d%3d 1/2 12/9/21, 10:41 AM Florida Building Code Online Date Pending FBC Approval 09/22/2020 Date Approved 12/15/2020 EL # E Model, Number or Name Description 33447.1 iSH-510 i SH. 510 Vinyl Flange/Fin Single Hung, Non -Impact Limits of Use Installation Instructions Approved for use in HVHZ: No R 33447 RQ II Phi 5� p Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party; No Design Pressure: +50/-50 Evaluation Reports Other: SH-510, Max. size 53.125" x 76". Glass complies with ASTM IF447 RO_A� �valRepIp�(�g p E1300, Created by Independent Third Party: Yes 33447.2 1 SH-510 SH-510 Vinyl Flange/Fin Single Hung, Non -Impact Limits of Use1 Installation Instructions Approved for use in HVHZ: Yes F�33447 ROpE� 48S.pS f Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant; No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: SH-510 Vinyl Single Hung, O/X, Max. size 52" x 71", see FL3344ZB0�IRep9r PPF 48F p installation dwgs. for DP. Glass complies with ASTM E1300. Created by Independent Third Party: Yes 33447.3 SH 510 _ _�..._ .. ..._ _..... _....._- ....... - SH-510 Vinyl Single Hung Oriel w/ HD Meeting Rail Limits of Use .. _ _ - _ _-_._ Installation Instructions Approved for use in HVHZ: No FL33447 R0� - p ff Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +60/-60 ; Evaluation Reports Other: SH-510, Max. size 52" x 96", Oriel. Glass complies with ASTM 1EL393Z R2E F�.�1Beps SR12 13 psf E1300. . Created by Independent Third Party: Yes ..... _ _ . _ .__..... ____... _ 33447.4 SH 510 Continuous Head & Sill ......... _ ,_._.-__.__.-------------- _ SH-510 Vinyl Single Hung, Continuous Head & Sill, Non -Impact. Limits of Use _.. Installation Instructions Approved for use in HVHZ: No y3 }7 RO Ii PE 44� pCt1 Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A ? Evaluation Reports Other: SH-510 Cont. Hid. & Sill, Max. size 72 7/8" x 61 3/4", see i �33447 RO A v IR p91kF442 Installation Dwgs. for DP. Glass complies with ASTM E1300. _— _ _ ____ Created by Independent Third Party: Yes 11 311 11 11 _ ............... .._-.._ _-.____. __ 3447.5 SH 510 Continuous Head & Sill .-. SH-510 Vinyl Single Hung, Cont. Head & Sill, Non Impact Limits of Use Installation Instructions Approved for use in HVHZ: No F 3�447 RO i�PF 4qp Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A € Evaluation Reports Other: SH-510 Cont. Hd. & Sill, Max. size 74 1/8" x 72", see chart on iFL33447 ROOF F_za R�oortP� p�{ Installation Dwgs. for DP. Glass complies with ASTM E1300. � Created by Independent Third Party: Yes ,, -. r___'_` I Contest U< :: 2_ 0 BIaIt �tnne Road, The State of Florida is an AA/EEO employer, QQpylight ZQQ7�i 3 State of Flor da :: Fr(vacv Statgrhen� : ccessibility_Statetpgpj :: 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, ES. 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: Me:.'+eck M Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtPHx6k°/a2fnY2GTPhrOgWmoa7FHZnUKpRNSTdZl Krxr%2bgDw%3d%3d 2/2 TURNER ENGINEERING & CONSULTING, INC. 2428 Old Natchez TraceTrail Camden, TN 38320 Ph. 941-380-1574 FBPE C,O.A. #29779 Evaluation Report PEL-154 September 9, 2020 Product Description: Series SH-510 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit size, 54 3/8" x 77 1/4" flange size Manufacturer: Pella Corporation, 102 Main Street, Pella, IA 50219 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 7"' Edition (2020) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Trc Trl, Camden, TN 2) Approval drawing PEL-154, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3809-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support PEL-154, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document PEL-154. Limitations of Use: This product: • May be used in the configurations and sizes and with daylight openings as indicated in PEL-154 • Achieves design pressures as indicated in comparative analysis table in PEL-154 • Is non -impact and requires the use of shutters in windborne debris regions • May not be used in the High Velocity Hurricane Zone • Requires glass as shown in PEL-154 • Requires Quanex or Veka white rigid PVC extrusions as shown in PEL-154 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Pella Corporation or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 1 1 i• !•201 -05'00' STATE Of �* • .IN t +u 9/9/2020 Lucas A. Turner, P.E. FL PE #58201 SINGLE HUNG - NON -IMPACT 54 3/8" MAX OVERALL FLANGE WIDTH 53 1/8" MAX UNIT WIDTH 48 1 5/16" AS ULO GLASS A - --- -------- --- ---- T T7 1/4' T MAX, OVERALL 33 5/16" 69 1/2" FLANGE GLASS DLO MAX OVERALL HEIGHT 76" B B FLANGE MAX, HEE GHT UNIT HEIGHT 68 1/4" MAX UNIT I 3611/16 _6 HEIGHT MAX SASH I x C 33 3/8" GLASS 30 3/16" MAX HEIGHT DLO SASH HEIGHT (A- A 46 5/16' - GLASS DLO EQUAL SPLIT 54 3/8" MAX OVERALL FLANGE WIDTH 53 1/8" MAX UNIT WIDTH 48 15/16" GLASS DLO 63 5/16" MAX OVERALL 335/16" FLANGE GLASS HEIGHT DLO 62 1/16" MAX UNIT HE HT 20 11/16" _X x GLASS E SASH HEIGHT,[� DLO . 1— 46 5/16" GLASS DLO 60/40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES& ELEVATIONS I DP CHARTS & GLAZING DETAIL. 2 SECTION VIEWS & ALT. FRAME 3 EXTRUSIONS & B. O. M , 4 ANCHOR SCHEDULE & NOTES... 5 INSTALLATION DETAILS 6 - 54 3/8" MAX OVERALL FLANGE WIDTH 53 1/8" MAX UNIT WIDTH 48 15/16" GLASS DLO C 46 5/116'* GLASS DLO 5 HI SASH ORIEL GENERAL NOTES 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FRO), CURRENT EDITION 2 GLAZING OPTIONS (SEE SHEET 2) 3 CONFIGURATIONS "O/X" 4 DESIGN PRESSURE RATING (SEE SHEET 2) -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09 -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09 33 5/16" 5 ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED GLASS IN THE DESIGN OF THIS PRODUCT SEE SHEET 6 FOR ANCHOR SILO DETAILS WINDLOAD DURATION FACTOR Cd=I 6 WAS USED FOR WOOD ANCHOR CALCULATIONS 6 NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE i SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION 26 1/8" GLASS DLO 7 ALL FRAMES AND VENTS FULLY WELDED SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8 SERIES / MODEL DESIGNATION SH-510 9 THE DESIGNATION X AND 0 STAND FOR THE FOLLOIAJING X = OPERABLE SASH, 0 - FIXED SASH 10 SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION 11 EXTERNAL WEEP SLOT = 112" x 2-1/2" LOCATED 4" FROM BOTH ENDS. JEW DESIGN PRESSURE RATING Mw giLyiw-,IiIL NONE Lucas Turner 2020.09.09 16:17:23 -05,00, Pella Corporatior 102 Main Street Pella, [A 50219 www.pelia.com 510 PVC NOR%— I_ 00 Z Z w >_ — C/D F_00 CO LU Z 02cp Z EC 0 W ZMOF 0_Z<CL6'< 0 0 0 Ir w >1 Cc 0� 0 M — 0 a 0 C_- LU 2 0, < Cc Z cg 0 T W < 0 w F- 0- >_ a- �- F , O < W 0 C) 0 w < R 0 0 ::i I: I_ J w FL < D- t iE L" IE Z , :D 3::�� a- a- 0._10 0 Ow CE 0- ILI -Cal No, 5 201 Ok STATE it 9/9/2020 LUCAS A. TURNER, P.E FL RE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941 -380-1574 GENERAL NOTES AND ELEVATIONS I A - WN BY'',DATE. BLZ 08/21/20 16 # :REV PEL-154 ALE SHEET 1:33,33 1 OE Design Pressures (PSF) with Glass Types A, B, C, or D Unit Sash Unit Widths (in.) Heights(in.) Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 3S 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 35 1/2 17 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-7S 39 1/2 19 +50 / -7S +50 / -75 +50 / -75 +50 / -75 +50 / -7S +50 / -7S +50 / -75 +SO / -75 +50 / -75 +50 / -75 +50 / -75 41 1/2 20 +50 / -75 +50 / -75 +50 / -75 +SO / -75 +50 / -75 +50 / -75 +SO / -7S +50 / -75 +50 / -75 +50 / -75 +50 / -73.1 43 1/2 21 +50 / -75 +50 / -75 +50 / -75 +50 / -7S +50 / -75 +50 / -75 +50 / -75 +SO / -75 +SO / -75 +50 / -73.4 +50 / -70.6 47 1/2 23 +50 / -75 +50 / -75 +SO / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -68.9 +50 / -66.2 51 1/2 25 +SO / -75 +50 / -75 +SO / -75 +50 / -75 +50 / -75 +SO / -75 +50 / -75 +50 / -75 +50 / -72.7 +50 / -65.2 +50 / -62.6 53 1/2 26 +50/-7S +50/-7S +50/-75 +50f-7S +50/-75 +50/-75 +50/-7S +50/-75 +50/-71 +50/-63.6 +50/-61 55 1/2 27 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +SO / -75 +50 / -69.5 +SO / -611 +50 / -59.5 59 1/2 29 +50/-75 +50/-75 +50/-75 +50/-7S +50/-7S +50/-75 +50/-7S +50/-75 +50/-66.8 +50/-59.5 +50/-57 63 1/2 31 +50/-75 +50/-72.9 +50/-72 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +SO/-64.6 +50/-57.3 +50/-54.8 65 1/2 32 +SO / -73.2 +50 / -69.1 +SO / -68 +SO / - 67.4 +50 / -67.3 +SO / -67.3 +SO / -67.3 +50 / -67.3 +50 / -63.6 +SO / -56.4 +50 / -53.9 67 1/2 33 +SO / -69.8 +50 / -65.6 +50 / -64.4 +SO / -63.7 +50 / -63.4 +50 / -63.4 +50 / -63.4 +50 / -63.4 +50 / -62.7 +50 / -SS.5 +50 / -S3 71 1/2 3S +50/-64 +50/-59.7 +50/-58.3 +SO/-57.3 +SO/-56.5 +50/-56.S +50/-56.5 +SO/-56.S +50/-56.5 +50/-53.9 +50/-51.5 74 3/4 36 S/8 +50/-59.9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.8 +50/-S1.7 +50/-51.7 +50/-51.7 +50/-S1.7 +SO/-51.7 +SO/-50.4 76 1 37 1/4 +50 / -58.5 +50 / -54.1 +50 / - S2.6 +50 / -51.5 +50 / -SO.2 +50 / - 50 +50 / -50 +50 / -50 +50 / -50 +50 / -50 +50 / -50 ^------7/8" OVERALL -718" OVERALL --* -7/8" OVERALL --- - I/E3" OVERALL 1/8" ANNEALED i i' - -3/16" ANNEALED _.._.� ;._ .....__ -1/8" TEMPERED - --.-.- -- 3/16" TEMPERED .-- I-- 5B" AIRSPACE a 1/2" AIRSPACE - - -5/8" AIR SPACE ----- -- -. 1/2" AIRSPACE -�-----1/8" ANNEALED f 'i -' -3/16" ANNEALED --{ - -1/8" TEMPERED - r--3/16" TEMPERED -QUANEX DURASEAL or. --- QUANEX DURASEAL or, r ---OUANEX DURASEAL I QUANEX DURASEAL o r, CARDINAL XL EDGE or.� CARDINAL XL EDGE or, ( �JI CARDINAL XL EDGE or, i '/ CARDINAL XL EDGE or, KODISPACE 4SG TPS 4SG TPS / KODISPACE 4SG TPS KODISPACE 4SG TPS ` ( LG. SPACER ( LG_SPACER I G SPACER i I.G. SPACER I.G-SPACER . -� SIKAFLEX 552 OR "H" SIKAFLEX (,52 OR �J PURFECT GLAZE"H" ( � ' fj j / `�SIKAFLEX 552 ORi--,, t46 PURFECT GLAZE H SIKAFLEX 552 OR 46 "H" - l- PURFECT GLAZE /J - �.J PURFECT GLAZE ----- 12" GLASS BITE r 1/2" GLASS BITE--- 12" GLASS BITE I. -- 1/2" GLASS BITE GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D NOTE IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. SETTING BLOCKS PER FBC 2411.3.3A Pella Corporatior 102 Main Street Pella, IA 50219 www.pelia.com J LL 00 z a rr000Wo0 Z w zm0- aza�U)¢ O OOP wC!)CC 0 o dccwMCL z �Ir0=W r <0ou 00 >- za f-�z0 Q Lu0U0w< LIJ �Qa_ w 0- CL Z -1 0 0 -w � 0n a y.Cl�'Atiu �/rJf. p No, 58201 t; 0, STATE OF rr> �iONA%. 9/9/2020 LUCAS A TURNER P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 COMPARATIVE ANALYSIE AND GLAZING DETAILS DRAWNav DnrE BLZ 08/21/20 DWG tt'. 'REV.'. PEL-154 ,CALe SHEET 11 20F6 FINTERIOR] SECTION A -A NOTE ITEMS NOT SHOWN FOR CLARITY 20, 23, 25-26, 31, 36,37,44, 51-52, 55-56,64, 67-68 INTERIOR ' It (63 SECTION B-B NOTE LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW, SECTION C-C ALTERNATE FIN FRAME Pella Corporatior 102 Main Street Pella, IA 50219 www.pella.com 510 PVC SINGLE HUNG NON -IMPACT z 00, E_ 02 co z U- 0 Cf) W z 0 �Zmo�: z Z < 0- < 0 1w< c6 cc M< �� 0 a- 0: Lu a- 1: z < � M 0 W M < 0 w 0 > CC F- 0- E 0 Z M < < E 1 0 C-) 0 w < 0 0 :1 w EL < w IL 0 0�0 Lu a-0- a- "�tkt I I I I III, ,, A- TU)�V' //, No, 58201 aFa OF 9/9/2020 LUCAS A, TURNER, P E. FL PE # 58201 2428 Old Natchez Trc TrI Camden, TN 38320 PH, 941-380-15 74 ETDESGRPTION -_ — -_ SECTION VIEWS BLZ 08/21/20 3# :REV 'EL-154 LE SHEET 1:2 30F6 PARTS LIST ITEM PART # DESCRIPTION MATERIAL 1 H-6222 Main Fr., SH, w/Fig., PVC, Head Vinyl 2 H-6222 Main Fr., SH, w/Fig., PVC, Sill Vinyl 3 H-6222 Main Fr., SH, w/Fig., PVC, L. Jb. Vinyl 4 H-6222 Main Fr., SH, w/Fig-, PVC, R. b. Vinyl 5 H-2121 Meet- Rail, Fxd. Alum 8 H-6224 Sash Meet. Rail, PVC Vinyl 9 H-2124 lRemf. Sash Meet. Rail Alum 10 H-6223 Sash Bottom Rail, PVC Vinyl 12 H-6225 Sash Side/Top/Bot, Rail Vinyl 13 S-2129 Reinf. S.B.R./S.S.R Alum 14 S-6237 Glz. Bd., 7/8",Fxd., Horiz. Vinyl 15 S-6237 Giz. Bd., 7/8",Fxd., Vert. Vinyl 16 S-6237 GIz, Bd- 7/8",Sash, Horiz. Vinyl 17 S-6237 Glz. Bd., 7/8",Sash, Vert. Vinyl 18 S-6226 Scm Adapt., w/Nib, PVC, Horiz. Vinyl 19 S-6227 Scrn. Adapt., PVC, Vert. Vinyl 20 S-6025 Sash Stop / Filler, PVC, Vert. Vinyl 24 Balance 25 P-3059 Sash Cam, PVC Plastic 26 P-3046 Take Out Clip Ss 27 P-3783 Lock, Impact, PVC 28 P-4069 lKeeper, Impact, PVC Zamac 30 P-4479 Weep Cotter w/ Flap Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray 33 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray 34 P-3429 W stp., 0.270 x .187 back FinSeal, Gray 35 P-3429 Wstp_ 0.270 x .187 back FinSeal, Gray 36 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray 37 PA638 #8 x 2-1/2 PH Mod. Truss Type A, Tek 2 Steel 38 P-3768 #8 x 0.625 Ph PH SMS Steel 39 P-4051 W #8 x 1.250 Ph FH TEK, Wht, Steel 40 P-3539 #8 x 3/4 PH P N, TE K 7 W 1-rt Steel 44 P-3342 Seam Sealer, SM-5504 45 P-5588 Cap Plug, 112" Hole Nylon 46 P-3438 Sikaflex 552 or Pudeci Glaze "H- 48 P-5615 Set. Blk., 85 Dur., 1/8" x 1" x 2" Lg. Rubber 51 P-3881 Temporary Lbl. (NFRC/DP) 52 P-3613 CWS Lbl. (logo) 53 Glass, Fixed (See Sheet 3) 54 Glass, Sash (See Sheet 3) 55 Spacer (see sheet 3) 56 Spacer (see sheet 3) 62 P-3218 Screen Frame, Horiz. Alum 63 P-3218 Screen Frame, Vert. Alum 64 P-3321 IScreen Frame Comer Key Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Fiberglass 66 P-3228 Screen Spline, .155 Dia., Blk. Vinyl 67 P-3029 Screen Pull Tab Alum 68 P-3033 Screen Spring, SS SS 69 H-6231 Main Fr., SH, w/Fin., PVC Vinyl 71 S-6228 Fixed Rail Cowr Vinyl 3 9/16" 15/16" - `69 116" 1 5/8- PVC FRAME PVC SASH PULL FIN/FLANGE RAIL/STILE H-6223 H-6231 PVC FRAME FLANGE H-6222 14 1/16 PVC SCREEN SUPPORT S-6227 1116" — REINF. SASH MTG RAIL H-2124 1 3116" PVC SASH RAIL/STILE H-6225 7/16" lc;�z;� (1 8j PVC SCREEN CATCH S-6226 5/16- JJ Q REINF. S-2129 LLINE ITEMS NOT USED _ "l , 1 -43 47=-61 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 67 , 2M1-23 29,31 4 49-50,57 2 3/16 PVC SASH MTG RAIL H-6224 --- ------- 2 1 /S" MTG RAIL H-2121 1 /� 16 71" PVC SASH STOP S-6025 718 PVC GLAZI NG BEAD S-6237 1) 13116" PVC MTG RAIL COVER S-6228 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 18 1w I FIXED MEETING RAIL SCRE",NED TOGETHER WITH H OUTERFRAME 18 Pella Corporatior 102 Main Street Pella, IA 50219 www.pelia.com No. 58201 :n 01. STATF OF Im 9/9/2020 LUCAS A. TURNER, P.E FL PE # 58201 2428 Old Natchez Trc TrI Camden, TN 38320 PH. 941-380-1574 BOM AND EXTRUSIONS PEL-154 SHEET t8 40F6 14" MAX 0 C 6" MAX. (TYF 6" MAX- (TYF 16" MAX. O C. (TYP_) 4" (TYP) 4- (TYP) 3TE 2 MEETING RAIL CENTERLINE NSTALLATION NNCHORS TYP. 4" MAX_ (TYP) - 4" MAX. (TYP.) 8„ MAX O C. (TYP ) THRU FRAME ANCHOR AT FIXED MEETING RAIL (TYP ) ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - IFIN} iTE 2 INSTALLATION ANCHORS TYP. NOTES 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLO'VJABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1.. SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - IX BUCKS ARE OPTIONAL. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9 SEALING AND FLASHING STRATEGIES FOR OVERALL. WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS FMA/AAMA 100(FiN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAMIDMA 300(EXTERIOR DOORS) Pella Corporatior 102 Main Street T Pella, IA 50219 www.pella.com 510 PVC SINGLE HUNG NON -IMPACT Q � F- 00 z o W0ZMOF z n-Z<Q_u}¢ O OOM W ICC QCL WHO �a Q Q00W~W0 > F- n- I- E- U CL Z CC Q Z Z Q WOo0WQ w I_C3o_�Fw lW ,::) 3: CL CL O 0W0 Cr ) IL a ��ti�tt t � 11r�trr7r fi No.582t31Ar STATE OF «�• lti/flit144dk 9/9/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941 -380-1574 ANCHOR SCHEDULE AN[ NOTES 08/21 /20 SHEET 50F6 SUBSTRATE BY OTHE SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLE INSTALLATION ANCHOF SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHEf SEE TABLE i TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT ----.- ---. SEE TABLE i ;------SUBSTRATE BY OTHERS DIST. 1/4" MAX SHIM- — !--- SEE TABLE 1 MIN. EDGE DIST-------------SUBSTRATE 1 i SEE TABLE 1 BY OTHERS SEE TABLE i 1/4" MAX SHIM j kr MIN_ EDGE DIST_ I �t~AENT T �� SEE TABLE 1 E 1 SEE ALLAT ON ANCHOR --- - _ > --- - ---- 1. ABLE I MIN. EMBEDMENT X SHIM SEE TABLE i ---- PERIMETER SEALANT . PERIMETER SEALANT fl BYINSTALLER BY INSTALLER i INSIDE AND OUT INSIDE AND OUT ---- ---- INSTALLATION ANCHOR -------SEALANT BEHIND SEE TABLE 1 FLANGE BY INSTALLER ( SEALANT BEHIND FIN BY INSTALLER g HORIZONTAL SECTION C �I HORIZONTAL SECTION_ TYPICAL JAMB ANCHORAGE V 6 / TYPICAL FIN ANCHORAGE -- HEAD AND SILL SIMILAR FOR FIN INSTALLATION ( SHIM )MEJT 1 DIST. SEE TABLE 1 �/ A VERTICAL SECTION - 6 % TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MEN. EDGE DIST. FLANGE. CONCRETE (2-0 KSI MIN.} 3/16" ITW TAPCON FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN- SOUTHERN PINE (3=0.55) 3/16" ITuV TAPCON OR ELCO ULTRACON 1-3/IT, 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0-55) #10 WOOD SCREW 1-3/81' 7/8" FLANGE 16 GAUGE (0-060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HiLTi K'WIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM- (6063-T5 MIN-) OR 1/9' STEEL (33 KSI MIN-) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0-125" 7116" FIN 2X MIN- SOUTHERN PINE (G-0.55) #10 WOOD SCREW 1-1/Zl 112" PERIMETER SEALANT BYINSTALLER INSIDE AND OUT �C) i HORIZONTAL SECTION 6,) BOX FRAME INSTALLATION - SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. Pella Corporatior 102 Main Street Pella, 1A50219 www.pella.com 510 PVC SINGLE HUNG NON -IMPACT Q u- 00 z u) w CCOMLLIZzp Z w Zmo— D Z Q d o aQmw2O CIL Q <ow a >- 1- IL I- E U CC ZCc¢Zz ¢ w000w< w �CJJI�J w aI :D w D_ 0 Lu Cc 0a a If No, 58201 ='ems , :x§Jim it!` STATE OF p I 9/9/2020 LUCAS A. TURNER, P.E FL PE # 58201 2428 Old Natchez Trc TrI Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION INSTALLATION DETAILS jRAVJN BY: :DATE. - - BLZ 08/21/20 SHEET 60F6 � � This letter serves aswritten authorization and notification that James Brown, Matthew Moyer and Jonathan Dixon have the authority to represent Power Home Remodeling Group, LLC in the procurement of permits and pertinent documentation on the company's behalf. This letter m photocopy thereof may be regarded bvany official as its authority to recognize James Brown, Matthew Moyer and Jonathan Dixon aoour Authorized Agents Nsign the `ehalf for applications of ddocuments that may hcrequired. James Brown Matthew Moyer - - JooutbuoDixon SINCERELY, Edward -Gilbert Vice President OfInstallations- Power Home Remodeling 810.874.5000x4016 State 0fFlorida County OfHillsborough �� Sworn to (or affirmed) and subscribed before me via �~�phySiCa| pn3SeUCe OR —online notarizations this _A_7___day OfQuuo� 2023. ^~� ~� By who is_��personally known DRproduced identification ___ Notary N Expires: