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HomeMy WebLinkAbout208 Willowbay Ridge St (2)CITY OF SANFORD BUILDING & FIRE PREVENTION jo 27 PERMIT APPLICATION Application No: I to — ) S2 Documented Construction Value: $ $1,534.01 Job Address: 208 Willowbay Ridge Street, Sanford, FL 32771 Historic District: Yes No 0 Parcel ED: 22-19-30-502-0000-1360 Residential OX Commercial, Type of Work: New Addition Alteration 0 Repair Demo Change of Use Move Description of Work: Window replacement [ I Sk Z.e -(r' S %7 Plan Review Contact Person: Joseph L. Wilson Title: Certified Building Contractor Phone: (386) 873-2923 Fax: N/A Email: jwilsonconstruction1 a amail.com Property Owner Information Name Hurley, Dwayne J & Jill A Phone: (407) 744-7766 Street: 208 Willowbay Ridge Street Resident of property? : Yes City; State Zip: Sanford, FL 32771 Contractor Information Name Joseph L. Wilson Phone: (386) 873-2923 _ Street: 1404 Yorktown Street. Unit A Fax: Nam/ City; State Zip:' -Deland, FL 32724 State License No.: CBC1257758 Architect/Engineer Information Name: N/A Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A Address: WARMING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM MIENCEMENT MAY RESULT INYOUR. 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 workor-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.separi to permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105J Shall be inscribed with the date of application andthe code in effect as of that date: 5u' Edition (2014) Florida Building Code Revised: June 30, 20B 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 715. 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 AFFIDA : I certify that all of the foregoing information is accurate and that all work will_ be done in compli with all applicable laws regulatin construction and zoning. 1 /27/2016 1 /27/2016 Signature-o er/Agent Date Signa#eofContractor/Agent Date Dwayne J. Hurley Print owner/Agent's Name- rwA 19 z) 1 1 /27/2016 Signature of Notary -State of Florida Date MARY KATE MARSH' MY COMMISSION 0 EE87858S q,EXPIRES February 26, 2017 401) 398 9153 om Owner e'or Produced ID x— Type of ID Driver's License Joseph L. Wilson Print Contractor/Agent's Name 1 /27/2016 ignatnrr nfNnrft13_ MARY KATE MARSH' MY COMMISSION # EES7896 EXPIRES February 26. 2017 s t.+ • , e48-0153 F kW4o1wv3wW=.com Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] • Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mn. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads c °" APPROVALS: ZONING: f' 2`6' UTILITIES: ENGINEERING: FIRE: COMMENTS: S Z2p Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application JMILSONCOnSTRUCfIOnInc RESIDENn" S COMMERCIAL 1404 Yorktown Street, Unit A Deland, FL 32724 Ph #: 386-873-2923 jviitsonconstructionl@gmail.com ESTIMATE Date 10/15/2015 15-177 State Certified Building Contractor LIC# CBC 1257758 Name / Address D WAYNE HURLEY 208 WILLOWBAY RIDGE STREET SANFORD, FL 32771 Project Item Description My Total Windows REMOVE A PAIR OF 3'-0" x 5'-0" WINDOWS AND INSTALL 225.00 NEW WINDOWS SUPPLIED BY THE OWNER Drywall REMOVE DAMAGED DRYWALL ON BOTTOM OF WINDOW, 175.00 CHECK FOR ANY UNSEEN OR COVERED DAMAGES, AND REPLACE. HANG, FINISH, AND TEXTURE TO MATCH EXISTING. ANY UNFORESEEN DAMAGE UNCOVERED DURING CONSTRUCTION WILL BE EXTRA @ A RATE OF $50.00 PER HOUR PER MAN, PLUS MATERIALS. THE OWNER WILL BE CONTACTED BEFORE ANY ADDITIONAL REPAIRS ARE MADE.**** 05 Masonry INSTALL A NEW MASONRY WINDOW SILL TO PROVIDE A 425.00 SLOPE FOR PROPER DRAINAGE. IN PREPARATION, WE WILL REMOVE OLD WINDOW SILL AND CLEAN UP SURROUNDINGS. ALL AREAS AFFECTED BY REMOVAL OF OLD WINDOW SILL WILL BE STUCCO-ED TO MATCH EXISTING STUCCO. 12 Doors & Trim SUPPLY AND INSTALL NEW DOOR GASKET ON FRONT 55.00 DOOR TO ATTEMPT TO SEAL OFF DAYLIGHT EXPOSURE. THIS ESTIMATE DOES NOT INCLUDE ANY PAINTING, ENGINEERING FEES, SURVEY FEES, COUNTY FEES, CITY FEES, PERMIT FEES, IMPACT FEES, OR ANY ASSOCIATED FEES. **** Subtotal $880.00 Acknowledgment: We propose to fiu-nish Labor and Equipment in accordance with the Sales Tax (6.5%) $0.00 specifications, terms, and conditions as set forth. All work to be completed in a workman -like manner according to standard practices: All work to be completed under the supervison and consent of the owner or Site Superintendent. J. Wilson Construction, Inc. is Total $880.00 Price subject to change if conditions on the job vary from quotation. This proposal may be withdrawn by J. Wilson Construction, Inc. at any time. Teens: New cj$omers COD, all other invoices due upon receipt. Date Web Site jwilsonconstruction.com H. Contract - Detailed Phone: Fax: Sales Rep Name: Sales Rep Phone: Sales Rep Fax: Sales Rep E-Mail: Customer Information Project/Delivery Address Order Information Dwayne Hurley Hurley Project Sanford Quote Name: Dwayne Hurley 208 Willowbay Ridge St Order Number: 079 SANFORD, FL 32771-7992 Lot # Quote Number: 7338251 Primary Phone: (321) 243-8938 1 Order Type: Non -Installed Sales Mobile Phone: County: Wall Depth: Fax Number: Owner Name: Payment Terms: E-Mail: Tax Code: SEMINOLEGI Contact Name: Owner Phone: Cust Delivery Date: None Quoted Date: 11/5/2015 Great Plains #: 1003169236 Contracted Date: Customer Number: 1007429760 Booked Date: Customer Account: 1003169236 Customer PO #: Customer Notes: Tax included. Contractor to Pick up on Longwood Warehouse and is repsonsible for measurements. NO exchanges, no returns. Series: ENCOMPASS StylelColor. White Double Hung Glass/Gdlles/Blinds: Sun Defense, Traditional Grilles Screens: Full Hardware: White For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pella.com Printed on 11/17/2015 Contract - Detailed Page 1 of 5 I t I , - —I—,!l ,' L,l y tl 4 Pr.I I el , •+ 1 III (/ 'x^i I, x I i tl t• M ry t Customer. Dwayne Hurley Project Name: Hurley Project Sanford Line# Location: Attributes 10 None Assigned Order Number. 079 Quote Number: 7338251 Vinyl Windows / Doors By Pella, 2-11vide Double Hung, 1 J.5 X 91.25, White 1 IqUA 1: Non -Standard SizeNonStandard Size Double Hung, Equal El Frame Size: 361/2 X 61 1/4 PKti General Information: Standard, Vinyl, Block Frame With Mull Groove, 31/4", 31/4", Sill Adapter Included, No Head Expander Exterior Color/Finish: White 739 Interior Color / Finish: White Glass: Insulated Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Attitude Viewed From Exterior Hardware Options: While, Standard Vent Stop Screen: Full Screen Grille: GBG, No Custom Grille, 3/4" Contour, Traditional (3W2H / 3W2H) Vertical Mull 1: FactoryMuil, 1/2" Integral Mullion 2: Non -Standard SizeNonStandard Size Double Hung, Equal Frame Size: 36 1/2 X 61 1/4 General Information: Standard, Vinyl, Block Frame With Mull Groove, 31/4", 31/4", Sill Adapter Included, No Head Expander Exterior Color / Finish: While Interior Color / Finish: White Glass: Insulated Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Attitude Hardware Options: White, Standard Vent Stop Screen: Full Screen Grille: GBG, No Custom Grille, 3/4" Contour, Traditional (3W2H / 3W2H) Vertical Mull 1: FactoryMull, 1/2" Integral Mullion Wrapping Information: No Exterior Trim, No Interior Trim, Pella Recommended Clearance, Perimeter Length = 270", Glazing Pressure = 75. Rough Opening: 74' X 61.75" For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pella.com Printed on 11/17/2015 Contract - Detailed Page 2 of Customer: Dwayne Hurley Project Name: Hurley Project Sanford Order Number. 079 Quote Number: 7338251 Thank You For Purchasing Pella® Products PELLA WARRANTY: Pella products are covered by Pella's limited warranties in effect at the time of sale. Al) applicable product warranties are incorporated into and become a part of this contract. Please see the warranties for complete details, taking special note of the two important notice sections regarding installation of Pella products and proper management of moisture within the wall system. Neither Pella Corporation nor Pella Windows and Doors of Florida will be bound by any other warranty unless specifically set out in this contract. However, Pella Corporation will not be liable for branch warranties which create obligations in addition to or obligations which are inconsistent with Pella written warranties. Clear opening (egress) information does not take into consideration the addition of a Rolscreen [or any other accessory] to the product. You should consult your local building code to ensure your Pella products meet local egress requirements. Per the manufacturer's limited warranty, unfinished mahogany exterior windows and doors must be finished upon receipt prior to installing and refinished annually, thereafter. Variations in wood grain, color, texture or natural characteristics are not covered under the limited warranty. INSYNCTIVE PRODUCTS: In addition, Pella Insynctive Products are covered by the Pella Insynctive Products Software License Agreement and Pella Insynctive Products Privacy Policy in effect at the time of sale, which can be found at Insynctive.pella.com. By installing or using Your Insynctive Products you are acknowledging the Insynctive Software Agreement and Privacy Policy are part of the terms of sale. 1) GENERAL a) This Proposal / Contract is between the Customer, as indicated herein, (referred to as the 'Buyer) and Petra Windows & Doors (referred to as the'Segerl. b) This Proposal 1 Contract shag remain open for 30 days, after which it shag be void at Sellers option. A Proposal shag become a Contract when it is executed by the Buyer and accepted by the Seger. c) The Buyer agrees that the product(s) and the conditions set forth herein supersede over ag previous representations, specifications, terms or other documents issued by the Seger or its' employees, either written or oral and any purchase order, or other documents issued by the Buyer either before or after this contrail d) The Buyer agrees not to hold the Seger responsible for incidental damages that may result from the breach on the sale of product(s) pursuant to this Proposal I Contract, and consequential damages shag be limited to One Hundred Dollars. e) This Proposal I Contract wig be construed in accordance with the laws of the Stale of Florida In the case of litigation the Buyer agrees to waive the right to venue, the right to ajury trial, and agrees that any such case shag be tiled in the appropriate court having jurisdiction in Seminole Courrty, Florida, or the U.S. Federal District Court for the Middle District of Florida, Orlando Division. The prevailing party in such litigation shag be entitled b recover reasonable attorneys fees including those on appeal. 2) PAYMENT a) The Buyer agrees that the need date is a realistic estimate of when the product(s) is / are to be delivered. On this date the Seller may invoice the Buyer for any outstanding balance, and payment will be due according to the payment terms of this contract b) The Buyer agrees not to withhold payment for any item that is backordered or damaged in shipment, provided the Seger acknowledges such deficiency and provides the Buyer with assurances of its' undertaking to remedy the same. c) The Buyer agrees to pay a finance charge of 1 %%per month,18 % per annum, for all moneys due which are not paid in accordance with the payment terms of this contract. d) The buyer agrees that payment discounts do not apply when paying with a credit card. e) The buyer agrees that if paying by credit card that authorization is granted to the seller to debit the buyers credit card by signing this contrail 3) DELIVERY a) The Buyer agrees to accept delivery in such Installments as the Seger may make and not to hold the Seger gable for any claims resulting from delays in delivery. b) The Buyer agrees that the product can be delivered without the Buyer being present and agrees to accept the Sellers shipping documents as proof of delivery. c) The Seger agrees to deliver the product(s) to a single location on the ground floor at the Ship -To address listed above, provided that the delivery site is accessible by the Seflhe's delivery vehicle. d) The Buyer agrees b examine the product(s) upon delivery, and within 7-days otter delivery, provide the Seger notice in writing of any discrepancy between the product(s) ordered and the products) delivered. Bthe Buyer does not provide notice within the 7-day period, the Buyer waves any rights of rejection and accepts the product(s) as is. 4) INSTALLATION a) The Buyer understands that installation is not included unless specifically staled herein. b) The Buyer agrees to install the product in accordance with applicable building codes and good construction practices. c) The Buyer agrees to review all local ordinances to ensure conformance with Architecture! Review Boards, Home Owner and Condo Associations etc. d) The sager agrees that when installation is requested, all products will meet and be installed in accordance with the Florida Building Code 5)CHANGES a) The Buyer agrees that the product(s) listed herein are correct and final and cannot be changed, returned, or canceled. For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pelia.com Printedon 11/17/2015 Contract -Detailed Page 3 of Customer. Dwayne Hurley Project Name: Hurley Project Sanford Project Review Pella Windows and Doors The following have been discussed and reviewed Jobsite Directions Credit Policy Reschedule/Cancellation Fees Customer Cell Phone # C.O.D. Amount Warranty Review* Delivery Date. Order Number: 079 Quote Number. 7338251 Customer Satisfaction Survey Pella is also not responsible and makes no warranty as to installation inconsistent with Pella's installation. Review all warranty disclaimers to ensure proper installation and enjoyment of Pella products. The Buyer understands that the Product Warranty will be voided should the installation and perimeter sealant not be installed in strict accordance with the Manufacturer's specifications. There are no Warranties which extend beyond the description on the face hereof. This exclusion includes not is not limited to implied Warranties of merchantability or fitness for a particular purpose. Installation Instructions Reviewed--- Pella requires the use of the Pella installation tape or approved equivalent as noted in the installation instructions Product Specifications: Brand Muntins Door Hardware Additional Comments Color Jamb Glazing Hardware Door Screens _ Hinge/SlideNent Blinds Screens For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pella.com Printed on 11/17/2015 Contract- Detailed Page 4 of 5 Customer: Dwayne Hurley Project Name: Hurley Project Sanford Order Number. 079 Quote Number: 7338251 Project Checklist has been reviewed Customer Name (Please print) Pella Sates Rep Name (Please prim) Customer Signature Pella Sales Rep Signature Date Date Credit Card Approval Signature Order Totals Taxable Subtotal 611.22 Sales Tax @ 7% 42.79 Non-taxable Subtotal 0.00 Total 654.01 Deposit Received 0.00 Amount Due 654.01 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pella.com Printed on 11/17/2015 Contract- Detailed Page 5 of 5 J jrAYarcei VIM:LL-IY--1V-JVL-UUUV-1-1OV txvld L.F,q Property Reoord Card Paroel: 22-19-30-502-0000-1360 Owner: HURLEY DWAYNE J & JILL A SEhAINOLECOtlN71 FLORIDA Property Address: 208 WILLOWBAY RIDGE ST SANFORD, FL 32771 Parcel:22-19-30-602-0000-1360 Property Address: 208 WILLOWBAY RIDGE ST Owner: HURLEY DWAYNE J & JILL A Mailing: 208 WILLOWBAY RIDGE ST SANFORD, FL 32771 Subdivision Name: PRESERVE AT LAKE MONROE Tax District: 83-SANFORD-WATERFRONT REDVDST Exemptions: 00-HOMESTEAD (2006) DOR Use Code: 01-SINGLE FAMILY Legal Description LOT 136 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 Taxes fValue Summary r 2015 Working Values 2014 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 8118,029 887,307 Depreciated EXFT Value Land Value (Market) 32,000 830,000 Land Value Ag Just/Market Value *` 150,029 117,307 Portability Adj Save Our Homes Adj 44,234 812,352 Amendment 1 Adj Assessed Value 105,795 104.955 Tax Amount without SOH: 11,537.75 2014 Tax Bill Amount 81,291.77 Tax Estimator Save Our Homes Savings: 8245.98 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value ' Exempt Values Taxable Value County General Fund 8105,795 850,000 55,795 Schools 8105,795 25,000 80,795 City Sanford 8105,795 50,000 55,795 SJWM(Salnt Johns Water Management) 1105,795 850,000 155,795 County Bonds 1105,795 50,000 155,795 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 8/1/2005 t15881 655 3255,000 Yes Improved WARRANTY DEED 9/1/2004 05475 j$Z2 8159,200 Yes Improved Find Comparable Sales within this Subdivision Land • - I Method Frontage Depth Units Units Price Land Value LOT 1 832,000.00 32,000 Building Information RECORD COPY J. WILSON CONSTRUCTION, INC. 1404 YORKTOWN STREET, LWA DELAND, FL 327U y I REVIEWED POR CODE COMPLIANCE f PLANS (AMINER DATE A PERMIT ISSUED SHALL BE CONSTRUED' LICENSE TO PROCEED WITH THE WORK AN[ AUTHORITY TO VIOLATE, CANCEL, ALTER ( ASIDE ANY OF THE PROVISIONS OF THE TEC CODES, NOR SHALL ISSUANCE OF A PERMIT THE BUILDING OFFICIAL FROM THEREAF y' REQUIRING A CORRECTION OF ERRORS IN l TRUCTION OR VIOLATIONS OF THIS om'odfajokam''* war;, l SANFORD OFOA RTM 16-352 ' 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 2 OPENINGS. BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED INSTALLED TO TRANSFER WIND ,DADS TO THE STRUCTURE THESE NON-WPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS Of THE FLORIDA BUIDINC CODE (FBC). 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SRLLL BE CAPABLE OF R1315RNG CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL REEF THE REOUIRETMEMS OF FLORIDA BUILDING CODE CHAPTER 20. 8. TO THE BEST OF OUR KNOWLEDGE THE PRODUCT SHOWN HERON IS CERTIFIED & DUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/LA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FSC AND THE 81G2D-3 FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. 'PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S GUAM ASSURANCE SPECIFICATIONS & TESTING REPORTS. 7. CIRIKICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY. 1) PRODUCT IS INSIALLEO WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL. BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) E CHANGES HAVE OCCURRED TO THE PRODUCES CERTIFICATION I?NRTY'S CERTIFICATE THAT CAUSE THESE INSIALLATIONS TO BE INCORRECT OR INCONSISTEM WITH WHAT HAS BEEN TESTED. THE LEAST DESIGN PREMRE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT. B. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPON% MY SHALLL BE THAT OF THE MANUFACTURER OR INSTALLER. INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING S COMPLETED ON THE REFERENCED PRODUCT. PRIOR TO STATING CODE COMPLIANCE WITH THE STATE THE MANUFACTURER SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPUCJBLE STANDARDS. ALTERNATE ANCHOR/SUBSTRATE EVALUAMON NOTE, ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. GR. 3 & G-OSS) •'I No' 10 SMS OR WOOD SCREW 48" MAX. FRAME WIDTH Al 4 Bt 5 wwx c0n 3/4' 1 1 MAXIMUM MIN. 2X4 WOOD FRAME OR 8= (1) NO. 8 X 1 1/2' SAPS 1 3/8' 1/2' MIN. DR. 3 & G"0S5) MIN. 2X4 WOOD FRAME OR 8=1 11 GA. ROOFING NAIL 1 3/8' 1/2' MIN. CR. 3 & G-0.55) 1) FRAME SCREWS SEAL BE PAN HEAD OR HEX HEAD SCREW 2) 0ST/REDHEAD T NSHALL S (C.S. OELODRSa R (N n KWIK--COELCO NGA (C.SS OR( Ss jITW 3) WHEN OR HAVE AMTEUSEDER WITHTHTHENAIL ESCREW FlN, THEY MUST BE A WAFFLE HEAD SCREW t+ 1 I — FIN ANCHOR WITHIN 4" OF CORNERS & 8" MAX. O.C. WITH STANDARD WINDOWS OR 4" MAX. O.C. WITH HIGH PERFORMANCE WINDOWS (SEE PRESSURE TABLE ON THIS SHEET FOR STANDARD VS. HIGH PERFORMANCE CONDITIONS). SEE 'FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR FIN ANCHOR REQUIREMENTS. I 48" MAX. FRAME WIDTH 4" MAX. FRAME SCREWSUALLY rWHERE SHOWN ATSPACEDCHECKRAILENDS 3 PER END 4" 2 APART). SEE FRAME ANCHOR REQUIREMENTS w TABLE" ON THIS SHEET FOR w 9" MAX. REQUIREMENTS. ML- 9' MAX. SCREWS ARE ONLY to REQUIRED WITH HP ( HIGH PERFORMANCE) WINDOWS EQUALLY SPACED UPPER RAIL & BOTTOM SASH INTERLOCK. HIGH PERFORMANCE WINDOW; PLASTIC TILT LATCHES ON UPPER RAIL & METAL TILT LATCHES ON BOTTOM SASH INTERLOCK. S ONLY. THE GOVERNING DESIGN PRESSURE ON THE SHALL BE THE LESSER OF THAT SHOWN IN THE WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS 4' MAX. NO ANCHORS RE AT HEAD & SILL 11 .6 :1 l L AIL N 0/ L THESE 2 ANCHORS ARE NOT REWD WHEN WINDOW FRAME HEIGHT IS 62" OR LESS TYP. EACH III FRAME SCREWS JIIIIf WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. V Cz 1co o Cl ab 0 Yn:z coZ ,•'may: r',' / f 11111ej O'',, azW 0: m Rexa 3 00 3c 1 n THIS DRAWING REPLACED PREVIOUS INSTALLATION 1 96 DRAWING NO.'S1510, SHEET „ 1511, 1512 & 1513 1 of 5 96 1/2" MAX. OVERALL FRAME WIDTH 48 1/4' MAX. FRAME WIDTH 48 1/4" MAX. FRAME WIDTH 4 FRAME SCREWS WHERE SHOWN AT HEAD MULLION END. SEE 'FRAME ANCHOR I REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. w w I n I MlSfcm INSTALLATION CUPS WHERE SHOWN. SEE-// FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. NOTE: CUPS MAY BE USED AT HEAD EXTERIOR ELEVATION: ALSO IN LIEU OF FRAME SCREWS TWO —WIDE WINDOW 3/4" - 1'-0' SEE SINGLE WINDOW ELEVATION FOR FRAME ANCHOR REQUIREMENTS POSITIONS AT SIDES OF WINDOWS FRAME SCREWS WHERE SHOWN AT HEAD MULLION END. SEE 'FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR REQUIREMENTS. Ztnm-SCREW CLUSTER IS ONLY REQUIRED WITH HP (HIGH PERFORMANCE) WINDOWS w 00n 96 1/2' MAX. OVERALL FRAME WIDTH 48 1/4" MAX. FRAME WIDTH 4B 1/4" MAX. FRAME WIDTH 3 " 3' 3' 3 " CLUSTER FIN ANCHORS AT MULLION ENDS SUCH THAT 2'-3' THERE ARE A TOTAL OF 4 POSITIONED AS SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. NOTE: NAIL FIN CLUSTER IS NOT REQUIRED WHEN SCREW OR CLIP CLUSTER EXISTS. I I INST TIONCUP INSTALLATION CUPS WHERE SHOWN. SEE E ERIOR IELEVATION: FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. TWO -WIDE WINDOW NOTE: CUPS MAY BE USED AT HEAD NAIL FIN MOUNT) ALSO IN LIEU OF FRAME SCREWS SCALE: 3/4" - V-O' PRESSURE NOTE: CLIP CLUSTER IS ONLY WABLE PRESSURE (PSF) REQUIRED WITH 35 HP (HIGH 50 PERFORMANCE) 25 WINDOWS UPPER RAIL & BOTTOM SASH INTERLOCK. HIGH PERFORMANCE WINDOW; PLASTIC TILT LATCHES ON UPPER RAIL & METAL TILT LATCHES ON BOTTOM SASH INTERLOCK. S ONLY. THE GOVERNING DESIGN PRESSURE ON THE SHALT. BE THE LESSER OF THAT SHOWN IN THE WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS SEE SINGLE WINDOW ELEVATION FOR FIN ANCHOR REQUIREMENTS POSITIONS AROUND WINDOWS o v "p 1y 2 Z Z m 6as w N ZUr7 gFWa z 10 10 mW) of 5 108" MAX. OVERALL FRAME WIDTH 48" MAX. FRAME WIDTH 48" MAX. FRAME WIDTH 48" MAX. FRAME WIDTH 3' 3" 3' 3" A2 3" 3' 3" 3' 4 eFRAMESCREWS HEAD MULLION END. WHERE SEE AT FRAME ANCHOR REQUIREMENTS SHEET 1 FOR REQUIREMENTS. TABLE" ON CD CD I I I SEE SINGLE WINDOW ELEVATION FOR FRAME ANCHOR REQUIREMENTS POSITIONS AT SIDES wsrCUP OF WINDOWS 3' 3" 6w N u.0 i 11• , • il 108" MAX. OVERALL FRAME WIDTH 48' MAX. FRAME WIDTH 48" MAX. FRAME WIDTH 48" MAX. FRAME WIDTH 2"-3" 2"-3" i kUWONCLUSTERFINANCH ENDS SUCH THAT THERE RS ARE A TOTAL OF 4 POSITIONED FRAME ANCHOR AS REQUIREMENTS SHOWN. SEE TABLE" I ON SHEET 1 FOR REQUIREMENTS. I I i I SEE SINGLE WINDOW ELEVATION FOR TIN ANCHOR REQUIREMENTS POSITIONS AROUND I WINDOWS INSTALLATION CUPS WHERE SHOWN. SEE FRAME ANCHOR UIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. NOTE CUPS MAY BE USED AT HEAD ALSO IN UEU OF FRAME SCREWS PRESSURE STANDARD PERFORMANCE WINDOW; PLASTIC TILT LATCHES ON UPPER RAIL & BOTTOM SASH INTERLOCK. PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. 311 •: a: lsKOMIM111milm z z x m I O z 8 K 3-a SHEET NO. 3 OF 5 SEALANT BY OTHERS FIN FASTENER SUBSTRATE BY BEHIND NAIL FIN PER ELEVATION OTHERS PER i + FRAME ANCHOR REQUIREMENTS TABLE' 1/4' MAX. SPACE SEALANT BY OTHERS / J-CHANNEL) SECTION/NOSE IS OPTIONAL AND NEED NOT BE PART OF THE FRAME PROFILE SEAL SPACE WITH Low EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME EXTERIOR w 9 J-CHANNEL SECTION/NOSE IS OPTIONAL AND NEED NOT BE PART OF THE FRAME PROFILE SEALANT BY OTHERS 1/4' MAX. SPACE SHIM AS REQ'D TO SUPPORT & ALIGN WINDOW SEALANT BY OTHERS FIN FASTENER SUBSTRATE BY OTHERS PER "FRAME ANCHORBEHINDNAILFINPERELEVATION REQUIREMENTS TABLE" SECTION Al SCALE: 3/4 FULL 4 NAIL FIN MOUNT) lTE BY OTHERS PER FRAME SCREW ANCHOR REQUIREMENTS PER ELEVATION 1/4" MAX. SHIM AT EACH ANCHOR SEALANT OTHERS EXTERIOR EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME CLIP PER U3x SEALANT BY `r I I ELEVATIONOTHERS loll]_ 01094 1/4' MAX. SHIM AT EACH CUP SHIM AS REQ'D TO 1' SUPPORT & ALIGN WINDOW SUBSTRATE BY OTHERS QINSTALATIONPER "FRAME ANCHOR CUP REQUIREMENTS TABLE" SECTION SCREW PER "FRAME SCALE: 1/2 FULL 4 ANCHOR REQUIREMENTS TABLE' (1 PER CUP) FRAME SCREW/INSTALLATION CLIP MOUNT) e0„ 11 b1 11, if4 cco 0 0 - :'• w 1y m4. f a jtVi O N4ty: LnwUtoZM ma, z d, z amn Z a DO s D IL m zl z [ L W NZ 3cg 34 N fKV.i T NO. OF 5 1/4* MAX. SPACE SUBSTRATE BY OTHERS PER FRAME ANCHOR'4" REQUIREMENTS TABLE" FIN FASTENER PER ELEVATION SEALANT BY OTHERS BEHIND ",--, NAIL FIN FRAME WIDTH SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME EXTERIOR jJ CHANNEL SECTION/NOSE IS OPTIONAL AND NEED NOT BE PART OF THE FRAME PROFILE SEALANT BY OTHERS SECTION 81 SCALE: 1/2 FULL NAIL FIN MOUNT) SUBSTRATE BY FRAME SCREW PER ELEVATIONS OTHERS PER & *FRAME ANCHOR FRAME ANCHOR REQUIREMENTS TABLE" ffF=90 E-7MREQUIREMENTS 0TABLE" JL- ao% CONTINUOUS WOOD-<... A MEMBER LESS IN SIZE THAN A 2X- BUCK TO BE MIN. 3 1/2" DEEP. NOT REQUIRED WHEN "4: SHIM SPACE IS WITHIN ALLOWABLE SEALANT BY OTHERSDIMENSIONSSHOWN IN SECTIONS). 1/4" MAX. SHIM FRAME WIDTH AT EACH ANCHOR S SPACEnEXPANSION FOAM AROUNDLOW ERIMETER OF WINDOW FRAMEPERIMETER FRAME SCREW CEOPERELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE" EXTERIOR t SEALANT BY OTHERS SECTION rB-2-\ SCALE: 1/2 FULL \,2,,/ FRAME SCREW MOUNT) OPTIONAL SERIES 20 DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACE FRAME SCREW MOUNT) 1.325 O.29 0.060 01 INSTALLATION cup VINYL) CL 0z 5 - 5 of Sanford BuildingI I 1 I Product Approval Specification Form Permit # Project Location Address 208 Willowbay Ridge Street Sanford FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can, be obtained at www.floridabuildina.orq. The following information must be available, on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hung Pella Standard, Vinyl, Block Frame FL# 11152.9 Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 REQUIRED INSPECTION SEQUENCE PP# %L - Address: 'Z%r 01ii maAW Qaty. 5— BUILDING ,)PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / 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 Imp Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) If ELECTRICAL.PERMIT - - Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final P1iit'TmB(i o Wow min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final IMECEUNUCA,(UPERMIT Min Max Inspection Description Mechanical Rough Mechanical Final min Max Inspection Description Gas Underground Gas Rough Gas Final REVISED: June 2014