Loading...
HomeMy WebLinkAbout421 S Bay Ave-t,8 •-t'b CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: t 5_ —18 Documented Construction Value: $ fwcoo� ap Job Address: 42 E. 2-q hu-t- , Historic District: Yes ❑ No ❑ Parcel ID: "S 0 %Cl -�,I St(.0 •--Cu-sn — o12.C9 Residential ®'"Commercial ❑ Type of Work:' New ❑ Addition ❑ Alteration Er Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: IDAMAQO=.A 4JAJb6z2 DAIS Plan Review Contact Person: "Z lab &L AP_y,A-A! Title: Phone: �D� 5/d2� ��' L%(2—Fax: Email: Z! (gy Property Owner Information — Name r'-S C�Nt1,V Phone: Street: 42.1 A. FA-Y AV` e- • Resident of property?: 11 City, State Zip: FL Contractor Information Name Z i.R� (_: L_ pr (Z`4t l�] Phone: Street: 3 4 o S Ao_L_ Fax: City, State Zip: State License No.: C I E-) f Architect/Engineer Information Name: �.4. Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID b2 2a18 Signature of Con gen Date Z I kb D. r L f X44AJ Print Contractor/Agent's Name &1l 64A Ad a Signature ofNota -State of Florida Date EMS NETTE M BLANDPcblic - State of Floridaissior = GG 1709CCm. Expires Jar 16. 2022h_gr.tia:;cra �tic:ary Assn.ContraS n to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[-] Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads UTILITIES: FIRE: Flood Zone: go f Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING:5F- Z •i2• ► % Revised: June 30, 2015 Permit Application RIEQUM E➢D INSPECTION SEQUENCE R Pil lit' . -752Ci i Rum, 1 BDmxc. Piapwr 1�1 IlIIA 1�1I��Y Inspection Descri tibu. Footer / Setback a Remwall Foundation / Form Board. Survey Slab !Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing— Walls Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door I CIcp Final Window - Final Screen.Room Final, Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final. Building. Other R EWSEIlD: June 2014 Min Max l[ns ec® IIDe® Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 53 t 1� � M1'av� i�%f�'[i1'.F :;2. � _k%kL���✓��uM.�'.�.)�,� Min Max ij� �i,Yl 4 '.N') AYH-w(F).i.I([Y�^'A�+S f K, • K' L �'l i" �' .n{ v,�qT• ': wilt' � F F+�CI� � °�t�'i'-�. • �' ;�-`��'23.. -9�.° �i)�"4 ,:°�i+ s Inspemtllon Descri2tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final III i lld'•I� .\I �°I 1•.\III Mechanical Rouah - �—Mechanical Final �_�r'vM,�� hd�x�.�iY"Gt�T�i .��4W?Til �_.�..,.w+.��i 7 A•y'1/wba�n �w-.+ U•,5y���.•.;Y'xK �i lA BUVI I III , I I Ili III I�) 1 ` 1 1 I Ili I I III III Gas Underground --,Gas Rough R THIS INSTRUMENTPREPAR DBY:---- Name: Mtn ;: Address: a�'`i1;' i Hi-ILUl, c,)EN(110-r... C:11JN , CI_ :'.f:'I'. lF' C' `'l l).1 CURT CONEY ROL.i._i . - CLERK'S u 201801.7410 NOTICE OF COMMENCEMENT i; :.:: ar:DEC 1 :; :i.;; _ r�:i._::; {.: �1 K 1,,U13 State of Florida h'!:a_0°i'i: County of Seminole npt Permit Number: 1 i — '9 q Parcel ID Number: 0 — 1 —3 — 5I Io — C� O O —0120 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) GENERAL DESCRIPTION OF IMPROVEMENT: �n1 I t3D�� 466, -t°,av,c� �- OWNER INFORMATION: Name: 3W w� Qi 1 Address: ZS. yqv)X, 1— Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Address: D L l�r- dr Z Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to th�totf knowledge and belief. Owner's Rnature Owner's Printedflame Florida Statute 713.13(1)(g): 'The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead State of E{orl d4c2s, Countyof The foregoing Instrument was acknowledged before me this l -k day of k�c" 120 1 �A •.. by ���c�..2 S�n� Who is personally known to me ❑ Name of person making tatte�meennt E OR who has produced identification type of identification produced: ------------ FRANCOIS WATSON Notary Public SWe GI - of Florida Commission: GG 15C52� a ure ^"Q;`a ,� +c,:` My Comm. Expires Oct t t, 2C21 :. Bcrded lhreugh ha;iCral Actary Assr, .Q t`R 7 r—r Address, 3564 Avalon Vairk IB" E Sulte 1, *251 Cirlando, Ill32S2S Name: Insurance Co: Date: ' Address: Policy #: �iO 4 -S%q Account: City, State, Zip Code: _Q Claim#: f *- -^ Representative: i Cell: - Other: Adjuster Name & Comp: Cell: E-Mail: Adjuster #: Other #: PID #: Legal Description: SPECIFICATION ROOF Per Insuranc'e.Scope J Tear off: l Yes n No #Layers roofing El Install.Underlayment ❑301b. ❑Synthetic 13 Install - ..._ _ Brand Shingles StY1e Year i 11 Color. - -- - #Sfis_--------- — - J Ice and Snow.Shield............... Ft. from eaves & ...............from- valley J Install new Drip.:Edge - x - Color ..___. Install pipe boots -Size: 1.5" 2" 3" - 4" ` ❑ Vent Goose srzn 4 ....................10.................... .Other J Valley D Open J Closed Type .................................... I.] Ric c7e Cap_ Ridge vent: (Y / N} *'LF I' C7 Roof Pitch_._- /12 n stories , J Redeck: J Yes J No GUTTERS & DOWNSPOUTS; Per Insurance scope ❑ 1] Rern and Replac:e__LF 5 Gutters_LF 2'x3' Downspouts J Rern arid Replace___--.-LF 6" Gutters......-...LF 3'x4' Downspouts P Color Install Leaf Guard J Yes J No PAYMENT SHEDULE � Agreementeement $ :._:._P0-/-JP-(4) or RCV ........................ Roofing Gutters -- Siding $ Other $ Supplements Overhead and Profit: $ _ Final Agreement amount $ .....: Balance Due For Each Trade Is Due In Full upon Its Completion t OTHER: Per insurance Scope ❑ Satellite ❑ Yes ❑ No (Customer needs to set up appointment with company to reset it after roof completion) ❑ Solar panels # Sizes E. Skylight # Sizes D Fiat Roof J Yes ❑ No Size: Darnage C Yes -E] No DAMAGED WOOD (Replaced as needed at additional cost)` E...] Remove and Replace Plywood Decking @ $65.00/sheet n Remove and Replacel" x Decking @ $7.00/1-F J Remove and Replace Fascia @ $7.00/1-F WARRANTY F.] Steep Slope Yr. Workmanship Warranty 0 Low Slope _—_— Yr, Workmanship Warranty ❑ Gutters ................................ Yr. Workmanship Warranty Damages observed'durina inspection i Hail J Wind I 01 Shingles Type t7Roof Type.._______ -.._._ Existing interior Damage ❑ Yes C_ No .................................................... i Special Instructions n HAIL.ST.O:RM-DATE: " _•F.; t a„ WIND STORM -DATE: ❑ Subject to Insurance Approval: Terms for Insurance,Work Only Thir'agreement,does not obligate the Property Owner or Elite. Style construction unless,it is approved by the Insurance Co"mpany"and accepted by`fiite`Style Construction: By'signing'this agree"ment,y'ou'authorize Elite Style Construction to pursue your best interests at a,price:agreeabie to your Insurance Company and Elite. Style Construction without any cost to you except for your insurance deductible for the work, scope approved by your Insurance Company, provided you have full Replacement coverage. Supplemental claims billed by Elite Style Construction and approved by your Insurance Company for additional work or cost increases will become part of this agreement. Any additional work requested by you and not approved by your Insurance Company will be your financial .responsibility. A cost of one half of the.Cost Value is required before project start. By signing this Agreement6,Prol5erty Owner acknowledges Elite Style,Construction is entitled to Overhead and Profit as allowed by Insurance'Industry Standards rYr "I 'hi ials. By signing this Agreement, it is understood and agreed that Elite Style Construction and Elite Sty Construction Insurer will"be held F . harmless for alleged or actual damages/clai lai ms as a result of mold, algae or fungus. It is understood that Elite Style construction and°its insurers w,..rll exclude coverage, including defense, damages related to bodily injury, property damage and -clean up caused directly orjrid€rectly orin. whole or,part for any action brouglilt by mold, including fungus and mildew regardless of the cost;,event; material, product or,�workmanshrp n z 'hat,may=have contributed concurrently,:or�rn any„seque'nee••to•the injury or damage that occurs. Elite Style Construction Sub contract all the wgrk'that requires,a licensure with Staf'&O Florida IN'WITNESS WHEREOF°Customer(s) acknowledge receipt of.a completed copy of this Agreement on the day'and year written below I%We have read, understood and accept the terms included. on the front and back of this Agreement. gar - Q/ 151 Approved by Customer on date: _/Custorner(s) Signature: �. Approved by Elite Style Construction on date; T / r, !� Elite Style Construction Sales Rep Signature: f.. ..�.. ,F .. ..... �__._.� ..._,..w._......._. . , m .....m. .,.d_._ _. __:. insurance. Contractor shall carry worker's compensation, automobile liability, general liability and any other insurance required by law. Access. Customer agrees to provide Contractor with adequate access to electricity and other utilities as needed, the work site, and the work area adjacent to the structure. Contractor is not liable and Customer is solely liable for the grading, slope or construction of the roof deck, the roofing system or appurtenances, or work installed by any person other than Contractor, unless otherwise specified by Contractor in this Agreement. Customer agrees to provide roof deck surfaces that are sufficient to receive materials as required. Site Conditions. Should concealed or unknown conditions in an existing structure be at variance with conditions indicated in the description of the work to be performed from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement, the Agreement price shall be equitably adjusted upon notice thereof from the Contractor to the Customer. Payment Terms. By signing this Agreement, Contractor reserves the right to require a deposit of 50%, and Customer hereby agrees to waive the requirements of Florida Statute 489.126. Customer agrees to pay interest of 1 1/2 % per month (ANNUAL PERCENTAGE RATE OF 18%), unless otherwise required by law, on the balance of any unpaid amounts. Payments received shall be applied first to interest on all outstanding invoices and then to the principal amount of the oldest outstanding invoices: At Contractor's sole discretion, Contractor may accept payments over time. If payments are accepted over time, Customer agrees that Contractor may lien the property for the amounts unpaid as of the date the lien is recorded, and Customer is liable for all costs associated with the creation and filing of the lien. Once all amounts are paid in full, the lien shall be released. Customer shall not withhold any part of the Agreement amount for which payment is due under the Agreement. The total Agreement price, including the charges for changes/extras, shall be payable to Contractor in accordance with the agreed upon terms. If there is an increase in the price of the products charged to the Contractor in excess of 5% subsequent to making this proposal/contract, the price set forth in this proposal/contract shall be increased without the need for a written change order or amendment to the contract to reflect the price increase and additional direct cost to the Contractor. Contractor will submit written documentation of the increased charges to the Customer. The failure of Customer to make proper payment to Contractor when due shall entitle Contractor, at its discretion, to suspend all work, shipments and/or warranties until full payment is made or terminate this contract. The contract sum shall be increased by the amount of contractor's reasonable costs of shut -down delay and start-up. In case Customer decides to keep the payment received from the insurance company without making the approved repairs, Contractor reserves the right to charge a fee for the work done towards the approval from the insurance company in the amount of 28% of the amount approved for the repairs. Restrictions and Requirements. in the event that state; county, or municipal codes or regulations require work not expressly set forth in this Agreement or differ materially from that generally recognized as inherent in work of the character provided for in this Agreement, all extra cost for Contractor's labor and materials shall be the sole obligation of the Customer. If the substrate roof condition results in pending pursuant to the Florida Building Code and modifications are required to correct the roof so pending will not occur, Contractor will notify Customer immediately. it shall be the sole obligation of the Customer to determine the existence of restrictions contained in deeds, subdivision or neighborhood regulations which might relate to or restrict the improvements under this Agreement. Contractor shall have no liability or responsibility for any such non -conformity, with such restrictions/requirements. Contractor shall be entitled to payment from Customer of all sums due hereunder not withstanding any injunction/prohibition against the work as a result of any violation of such restriction/req uirein ent. Customer Protection of Property. Due to the nature of the construction to be done at Customer's request, the Customer takes sole responsibility for any damage done to curbs, walkways, driveways, structures, septic tanks, 11VAC, utility lines, landscaping, appurtenances, person(s) or real or personal property at the job location. Contractor is not responsible/liable for any hairline cracks, or any cracks, in the ceiling due to the removal and reinstalling of the roof or any damage caused by dust or debris caused by Contractor's work. Contractor is not liable for damage to person or property caused by nails, and Customer agrees that it will take the appropriate precautions to avoid said damage. Contractor does not warrant against tile slippage with a mortar or foam type tile roof system on any roofs over 4/12 pitch not mechanically fastened. During the course of the roofing work, Customer agrees to hold Contractor not liable for water intrusion that occurs from the date of commencement of roof repairs, remodeling, or other roofing services through the date of completion of such work. Unless otherwise specified, there is no specific completion date. However, Contractor will perform the work hereunder within a reasonable time and in a workmanlike manner. The cost for testing/abatement for asbestos are the sole responsibility of the Customer. As part of the roofing process, odors and emissions from roofing products will be released and noise will be generated. Customer shall be responsible for indoor air quality and shall hold Contractor harmless, indemnify and defend Contractor from claims relating to fumes and odors that are emitted during the normal roofing process. Choice of Law, Venue and Attorney's Fees. This Agreement shall be govemed by the laws of the State of Florida. Venue of any proceeding arising out of this Agreement shall be Orange County, Florida, unless the parties agree otherwise. Should Contractor employ an attorney to institute litigation or arbitration to enforce any of the provisions hereof, to protect its interest in any matter arising out of or related to this Agreement, Contractor shall be entitled to recover from the Customer all of its attorney's fees and costs/expenses incurred therein, including attorney's fees, and costs/expenses incurred at mediation, administrative, appellate or bankruptcy proceedings. Waiver of Jury Trial. THE PARTIES KNOWINGLY, VOLUNTARiLY, IRREVOCABLY AND INTENTIONALLY WAIVE THE RIGHT TO A TRiAL BY JURY IN RESPECT TO ANY LITIGATION ARISING OUT OF OR PERTAINING TO TILE AGREEMENT, OR ANY COURSE OF CONDUCT, COURSE OF DEALINGS, STATEMENTS (WHETHER VERBAL OR WRITTEN) OR ACTIONS OF ANY PERSON OR PARTY RELATED TO THIS AGREEMENT; THIS IRREVOCABLE WAIVER OF THE RIGHT TO A JURY TRIAL BEING A MATERIAL INDUCEMENT FOR THE PARTIES TO ENTER INTO THIS AGREEMENT. Damage Limitation. In no event, whether based on contract, warranty (express or implied), tort, federal or state statute or otherwise arising from or relating to the work and services performed under the Agreement. shall Contractor be liable for special, consequential, or indirect damages, including loss of use or loss of profits. Contractor and Customer agree to allocate certain of the risks so that, to the fullest extent permitted by law, Contractor's total aggregate liability to Customer is limited to the dollar amount of the Agreement for any and all injuries, damages, claims, expenses or claim expenses including attorneys' fees arising out of or relating to this Agreement regardless of whether it is based in warranty, tort, contract, strict liability, negligence, errors, omissions, or from any other cause or causes. Warranties. Unless otherwise provided: THERE ARE NO EXPRESS OR IMPLIED WARRANTIES WHATSOEVER INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABiLITY AND FiTNESS FOR A PARTICULAR PURPOSE. All warranties/guarantees provided by Contractor, ifany, shall be deemed null and void if Customer fails to strictly adhere to the payment terms contained in the Agreement. All warranties and guarantees if any, provided under the Agreement are solely for the original Customer and are non -transferable, unless otherwise agreed to by Customer and Contractor in writing. Any express warranty provided, if any, by Contractor is the sole and exclusive remedy for alleged construction defects, in lieu of all other remedies, implied or statutory. Claims. It is Customer's duty to notify Contractor in writing within 3 days of the occurrence of any claim, defect or deficiency arising out of work, services or materials provided by Contractor under this Agreement ("Occurrence"). Failure of the Customer to provide written notice of the Occurrence shall result in the Customer waiving all claims that may be brought against Contractor arising out of or relating to the Occurrence, including claims arising in law, equity, contract, warranty (express or implied), tort or federal or state statutory claims. Acts of God. Contractor shall not be liable for any damage, whether actual or consequential, or claim arising out of or relating to Acts of God, accidents, civil disturbances, delays in obtaining materials, delays in transportation, fires, weather conditions, strikes, war or other causes beyond Contractor's reasonable control, including delays caused by any act or neglect of Customer, by any separate contractor employed by the Customer, or by changes ordered by the Customer in the work. Customer shall obtain prior to construction tire, tornado, flood, builder's risk and other necessary insurance for this project. Disclaimer. Contractor disclaims all liability for all claims, disputes, rights, losses, damages, causes of action or controversies ("Claims") pertaining to Mold, including Claims arising out or relating to the detection, removal, disposal, or remediation of Mold, whether those Claims arise in law, equity, contract, warranty, tort, or federal or state statutory claims, and whether those Claims are based on the acts or omissions of Contractor or individuals or entities under Contractor's control. The Customer is solely liable and responsible for all damages, whether actual or consequential, caused by Mold and incurred by Customer, Contractor or third parties. Working Hours. The proposal is based upon the performance of all work during Contractor's regular working hours, excluding weekends and National holidays. Extra charges will be made for overtime and all work performed other than during Contractor's regular working hours if required by Customer. Materials. All materials and work shall be furnished in accordance with normal industry tolerances for color, variation, thickness, size, weight, amount, finish, texture, and performance standards. Specified quantities are intended to represent an average over the entire roofarea. Contractor is not responsible for the actual verification oftechnical specifications ofproduct manufacturers, i.e., R value, AST-M or UL compliance, but rather the materials used are represented as such by the manufacturer. Metal roofing and especially lengthy flat span sheet metal panels will often exhibit waviness, commonly referred to as `oil -canning." Oil -canning pertains to aesthetics and not the performance of the panels and is not controlled by the Contractor. Contractor is not responsible for oil -canning or aesthetics. Oil -canning shall not be grounds to withhold payment or reject panels of the type specified. Construction and Interpretation. Each provision of the Agreement shall be construed as if both parties mutually drafted this Agreement. If a provision of this Agreement (or the application of it) is held by a court or arbitrator to be invalid or unenforceable, that provision will be deemed separable from the remaining provisions ofthe Agreement, will be reformed/enforced to the extent that it is valid and enforceable, and will not affect the validity or interpretation of the other provisions or the application of that provision to a person or circumstance to which it is valid and enforceable. Headings are for convenience only and do not affect interpretation. This Agreement records the entire agreement of the parties and supersedes any previous or contemporaneous agreement, understanding, or representation, oral or written, by the parties. All documents/exhibits referred to in this Agreement are an integral part of the Agreement and are incorporated by reference. This Agreement incorporates by reference Contractor's feedback policy governing written reviews full details of policy can be located on our website under the heading Feedback Policy. Total Home Contractors, Inc. (THC) has been in business for many years. Our mission is to create high quality projects, and we guarantee to make sure your dream is exceeded, and that your project is everything you hoped for. If you have a problem with the project or with any personnel of THC, please contact us so that we can attempt to resolve your problem. This section contains the dispute resolution process which, by contracting with us, you agree to explicitly follow. You shall notify us in writing of any issue, problem, claim, defect, damage or liability ("Claim") within 3 days upon noticing the issue. Failure to notify us in writing results in the waiver of any and all Claims you may have against us arising out of or relating to the Claim. In addition, if you fail to notify us of the Claim within 3 days in writing, you waive the ability to leave negative or neutral feedback on or through any written medium and/or website including, without limitation: Angie's List, Better Business Bureau (`BBB"), Google, Bing, Yahoo, Yelp, or any form of social media. The reason we have this requirement is because it gives us an opportunity to timely address your issues or concerns before adverse feedback is left. This Agreement also incorporates the documents entitled "Limited Workmanship Warranty" (to the extent applicable) and "Statutory Warnings." Customer acknowledges that it has read/agreed to all incorporated documents, policies and exhibits. STATUTORY WARNINGS — LIEN LAW ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001 — 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR. PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LiEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB - SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THiS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE, YOU WiTH A WRITTEN RELEASE OF LiEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A `NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. BCIS Home Log In i User Registration i Hot Topics Submit Surcharge Stats & Facts Publications 1 �FBC Staff ( BCIS Site Map Links Search b Florid } Product Approval RECORD COPY n ;, USER: Public User Product Aooroval Menu > Product or Application Search > Application List > Application Detail i3 FL # MUM Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL14039-R3 Affirmation 2017 Approved AEVIEWEO FOR COVE COMPLIANCE PLANS EXAMINER 2•t2-1$ Ply Gem Windows DATE 433 N. Main St. Rocky Mount, VA 24151 (614) 532-3596 luanne.harris@plygem.com Luanne Harris luanne.harris@plygem.com SANFORD BUILDING DIVISION 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 OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER Windows REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Ethe Dlorida Equivalence of Product Standards Certified By I affirm that there are no changes Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. R Documentation from approved Evaluation or Validation Entity Yes No N/A # v r 7 FL14039 R3 COC SA14039.Ddf Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Suetanaaryof Products Method 1 Option A 10/12/2017 10/12/2017 10/22/2017 FL # I(. Model; Number or manse � Description 14039.1 4712/4812 Single Hung 4712FL/4712F/4812F Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14039_R3_C_CAC _NI010366.01-R2.pdf Approved for use outside HVHZ: Yes FL14039 B3_�;_CAC_NI010366.02-R2.odf Impact Resistant: No FL14039_&2_C_C8C_NI010366.03-R3.pdf Design Pressure: N/A FL14039 &2_C_CQC_NI010366-R2.pd Other: See installation detail for sizes and ratings. FL14039R3_C_CAC NI010367.02-Rl.odf F 1L 4039_R3_C_CAC_NI010367.03-R1.pdf Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions FL14039 R3II_PGW029 SS.pd FL14039 R3 II_PGW030 AT.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R3_AE PER3050 SS 2015-04-19.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: e�hect; Credit Card Safe INSTALLATION NOTES: 1. ONE(1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF tIP INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) R8 WOOD SCREW, 10D COMMON NAILOR 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE I = INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) B10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 10 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 6, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF MS. 471 V4812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA/WOMA/CSA 101/I3.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECTTHIS PRODUCT IN AREAS REQUIF4NG IMPACT RESISTANCE. WINDOW FRAME MATERIAL' ALUMINUM W63-TS 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. 7 DUIGNA77ONS`X'AND"O'S7rAND FOR THEFOUOWING: X: OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET I REVISION SHEET DESCRIPTION 1 A GENERAL BINSTALLATION NOTES 2 - ELEVATIONS 6 ANCHOR LAYOUTS 3 - 4712FL VERTICAL 6 HORIZONTAL SECTIONS 4 - 4712F VERTICAL 8 HORMONTAL SECTIONS 5 _ 4812F VERTICAL A HORIZONTAL SECTIONS PRODUCT OVERALL SIZE OP RATING (PSF) MISSILE IMPACT RATING WIDTH HEIGHT 4712FL 48" 1 83.93" +50/-70 NOT RATED 4712FL 53" 72" +50/-60 NOTRATED 4712F 53" 72" +50/-60 NOTRATED 4712F 48" 83.93" +50/-60 NOTRATED 4812F 48" 84" +50/-60 NOT RATED 4812E 48" 96" +30/-30 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.1010:47:11-04'00' D PLy GEM WINDOWS 433 N. /AAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PH 540-484-6348 FX: 540-444660 m N _ M N < 2 tb TL Y: O VjLU Q j o am wp LU a �m N s LL��' F O p V W& #: rGW03® HEET.. I OF UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" B F 3 4 D 3 .0. UNIT MAX. HEIGHT 72.00" 4 . H x. . A E 3 4 SASH MAX WIDTH 51.25" ELEVATION D.L.O MAX. WIDTH 44.31' Ko. D D.L.O. MAX. g 3 HEIGHT 33.25" UNIT MAX HEIGHT 96.00" SASH MAX HEIGHT 36.31" SEE ANCHOR SEE ANCHOR r � SCHEDULE SCHEDULE 1, -SEE ANCHOR SCHEDULE ANCHOR LAYOUT SEE ANCHOR SCHEDULE UNIT MAX. IDTH 48.00° � PLY GEM I a WINDOWS J 433 M ARAIN ST.,PO 00X 559, y ROM UOUNT, VA 24131 8 F PH: 540-484-630 Ftt: 540-484.6653 to ro Pn vtk Y D.L.O. MAX r S s 3 4 .0. HEIGHT S 45.56" SASH MAX a a e (- HEIGHT H X. 4 C 6�w Lm. O ui W 6iN a a .. -< ®wG 3 4 5 U) 0 5 SASH MAX WIDTH 46.25" 151 Z O ELEVATION EDGE HEAD SILL JAMB O.C. CORNER INSTALLATION QTY PER EMBEDMENT ANCHOR TYPE SUBSTRATE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) #8 WOOD ANCHOR FIN 1 WOOD 1.5 0.75 12 12 9 4 10D COMMON OR it FIN I WOOD 1.5 0.75 12 12 9 4 GAUGE ROOFING NAIL #10 WOOD ANCHOR FLANGE 1 WOOD 1.5 0.75 20 20 4 UJ %n fv n u-1-a 99 #10 WOOD SCREW 1 1/2° MIN. INSTALLATION ANCHOR 1/4" MAX. EMBEDMENT CAULK BETWEEN SHIM SPACE CONCRETE/ MASONRY d 2X CAULK BETWEEN C WOOD BUCK BY OTHERS INTERIOR CONCRETE/ MASONRY d 2X I4YI N AD P.Ly GEM CONCRETE/ MASONRY BY OTHERS 3/4` MIN. EDGE DISTANCE WOOD BUCK BY OTHERS WS CONCRETE/ MASONRY 433 K MAIN ST., Po SOX 339, 2X WOOD BUCK �• BY OTHERS WXXV MOUW, VA 24201 BY OTHERS T 2X WOOD BUCK 11/2° MIN °•''s. BY OTHERS Pk 5404844M FX 340.48"M3 EXTERIOR FINISH - •:- ,+ EMBEDMENT #10 WOOD SCREW "m BY OTHERS INSTALLATION ANCHOR =Q 1/4" MAX. SHIM SPACE : • b ,� o ,� d EDGE DISTANCE o E STRUCTURAL GRADE ( O.A. SILICONE BY OTHERS WINDOW HEIGHT \ w 3 L of a4 0 SEE GLAZING SEE GLAZING EXTERIOR DETAIL 1 INTERIOR DETAIL 1 EXTERIOR FINISH �7 m EXTERIOR BY OTHERS CL STRUCTURAL GRADE OA a WINDOW SILICONE BY OTHERS p WIDTH m VERTICAL SECTION HORIZONTAL SECTION V) 3 HEAD - 21(WDDD BUCK 3 JAMB - 2X WOOD BUG( 4712 FLANGE 4712 FLANGE 1/4° MAX. 11/2" MIN. SHIM SPACE EMBEDMENT u INTERIOR SEE GLAZING 2X WOOD BUCK BY OTHERS of EXTERIOR DETAIL 1 INTERIOR #10 WOOD SCREW ` INSTALLATION ANCHOR l l SEE GLAZING y O.A. DETAIL 1 NW HErGH 1/4° MAX. 3/4" MIN. `�`0 SHIM SPACE EDGE DISTANCE � `..... ����tt�� co' SHEATHING—�' ` 2 BY OTHERS EXTERIOR STRUCTURAL GRADE N '• J� �` SILICONE BY OTHERS �<y '• EXTERIOR FINISH ' t ... •.. •� • EXTERIOR FINISH BY OTHERS . .:. .. - BY OTHERS �i {c I 2X WOOD BULK BY OTH STRUCTURAL GRADE OA m m ( �z ur CAULK BETWEEN SILICONE BY OTHERS WINDOW a co 3 _ = u Z CONCRETE/ MASONRY d 2X o L3 u V) WIDTH WOOD BUCK BY OTHERS DWG#: CONCRETE/ MASONRY A VERTICAL SECTION HORIZONTAL SECTION r% `A BY OTHERS -- U ®y ®3® °3 SILL -TX WOOD BUCK 3 JAMB-2XWOOD FRAME SHEET 47U FLANGE 4712 FLANGE 3 OF 5 1/4" MAX. SHIM SPACE CAULK BETWEEN 3/4" MIN. CONCRETE/ MASONRY Q 2X EDGE DISTANCE WOOD BUCK BY OTHERS 11/2" MIN. CONCRETE/ MASONRY BY OTHERS EMBEDMENT i;:^:y,•-:: •_ :: 2X WOOD BUCK BY OTHERS 2X WOOD BUCK 10D COMMON NAIL OR 11 #8 WOOD SCREW BY OTHERS GAUGE ROOFING NAIL INSTALLATION ANCHOR _ ..4 INSTALLATION ANCHOR EXTERIOR FINISH f BY OTHERS PERIMETER CAULK va" MAX BY OTHERS SHIM SPACE 11/2" MIN. EMBEDMENT SHEATHING—____ BY OTHERS O.A. 1 WINDOW HEIGHT x / SEE GLAZIN6J EXTERIOR FINISH DETAILI BY OTHERS EXTERIOR INTERIOR PERIMETER CAULK O.A. BY OTHERS WINDOW - WIDTH VERTICAL SECTION HORIZONTAL SECTION 4 HEAD - 2X WOOD BUCK 4 JAMB - 2X WOOD FRAME 4712 RN 4712 FIN SEE GLAZING DETAIL I EXTERIOR Nl,INTERIOR 1 � 1 O.A. WINDOW HEIGHT 1/4" MAX. SHIM SPACE PERIMETER CAULK 3/4" MIN. EDGE BY OTHERS DISTANCE EXTERIOR FINISH V. BY OTHERS • ... ! • . 2X WOOD BUCK BY OTHE #8 WOOD SCREW CAULK BETWEEN 11/2" MIN. INSTALLATION ANCHOR CONCRETE/MASONRYd62X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/ MASONRY E VERTICAL SECTION VERTICAL SECTION BY OTHERS SU- 2X WOOD BUCK � MEETWG Rat 4712 FIN INTERIOR -SEE GLAZING DETAIL EXTERIOR Ia PLY GEM WINDOWS 433 N. MAIN ST.. PO BOX 559, ROCKY &=NT, VA 24151 P14:540-484-6348 FX: 5404B/-6603 � m Z .0 z Q � = CL �z Ois e P �mitcW' p U 2 . < a Fi Col 0 LLB. ~I p(tOF��� o i• r Jr111 1ii 'mL mz IT m $� i= hZ O p v WG #: P&W03® -IEET: 4 OF 5 1/4' MAX. SHIM SPACE CAULK BETWEEN 3DG MIN. EDGE DISTANCE A PLY � ® �/ IYl GEM CONCRETE/ MASONRY 8 2X WINDOWS WOOD BUCK BY OTHERS 11/2' MIN. CONCRETE/ MASONRY BY OTHERS EMBEDMENT rr ••;:' c.: - 2X WOOD BUCK BY OTHERS INTERIOR 433p«9Y IIdU� O BOX VA 24131 9 2X WOOD BUCK BY OTHERS #8 WOOD SCREW IOD COMMON NAIL OR li PH: 540-48"348 FCC 940-484 M m n RBY INSTALLATION ANCHOR GAUGE ROOFING NAIL INSTALLATION ANCHOR X EXTERIOR FINISH OTHERS PERIMETEROTMUEL�KS 1/4"MAX. SEE GLAZING S > m SHIM SPACE 11/2° MIN. DETAIL 1 N = o m r' a —� EMBEDMENT ` o A z x SHE -a Lu j tom m ( 1 BY oTHERs v o o.A. EXTERIOR WINDOWLu HEIGHT w p�cc c w S m M ' SEE GLAZING-1/ 3/4' O.A. INSULATED EXTERIOR FINISH �4 S a es d .1 DETAIL 1 GLASS BY OTHERS Q EXTERIOR INTERIOR PERIMETER CAULK DOW 1199 BY OTHERS O.A. p SILICONE WINDOW — / WIDTH VERTICAL SECTION �� L� HORIZONTAL SECTION V) 5 HEAD - 2X WOOD BUCK 481I FIN / 5 JAMB - 2X WOOD FRAME 4812 FIN 1/2° BITEGLASS _ 3/4° MIN. 1-4 pp EDGE DISTANCE CAULK BETWEEN jai GLAZING DETAIL 1 INTERIOR 1/4' MAX. CONCRETE/ MASONRY B 2X $ SHIM SPACE WOOD BUCK BY OTHERS SEE GLAZING DETAIL 1 NOTE: GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E 1300 GLASS CHART :, /_ CONCRETE/ SR MASONRY Lli Lx REQUIREMENTS // '6. 2X WOOD BUCK "• BY OTHERS ( 1 #8 WOOD SCREW EXTERIOR INTERIOR °. ±_° INSTALLATION ANCHOR O.A. •.a ° x WINDOW `1, .- HEIGHT 1/4° MAX. 11/2° MIN. � �0 SHIM SPACE SEE GLAZING �• EMBEDMENT DETAILI / 2� PERIMETER CAULK = , y 3/4" MIN. EDGE i DISTANCE BY OTHERS � EXTERIOR FINISH , EXTERIOR FINISH BY OTHERS • . • • : EXTERIOR BY OTHERS 2X WOOD BUCK BY OTHER���T PERIMETER CAULK 11 iu #B WOOD SCREW 0•4. CAULK BETWEEN 1 L2" MIN. INSTALLATION ANCHOR WINDOW BY OTHERS o q S = Z CONCRETE/ MASONRY 6 2X EMBEDMENT WIDTH o p u H WOOD BUCK BY OTHERS CONCRETE/ BYOTHERRS j� VERTICAL SECTION /,' I�iORIZONTALSECTION DwG# srorHE-- P&W03® S SILL - 2X WOOD BUCK 5 JAMB - 2X WOOD BUCK 4B82 FIN 4812 FIN SHEET. 5 OF 5