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HomeMy WebLinkAbout374 Fairfield Dr (3)cily OF ,uBuilding & Fire Prevention Division " ,. PERMIT APPLICATION S.NFORD',.,," APR t� Application No: 17 t qlO Documented Construction Value: $ 609.00 Job Address: 374 Fairfield Drive Historic District: Yesl:]NoE:l Parcel ID: 32-19-31-516-0000-0470 Residential Commercial Type of Work: New❑ Addition❑ Alteration Repair Demo Change of Use❑ Move Description of Work: Replace 1 window size for size Plan Review Contact Person: Tim O'Malley Phone: 727-637-8400 Fax: Name Freddy Cortez Street: 374 Fairfield Drive Title: Email: tim.omalley@expeditepermit.com Property Owner Information City, State Zip: Sanford, FL 32771 Name The Home Depot Street: 9208 Florida Palm Drive City, State Zip: Name: Street: City, St, Zip: _ Tampa, FL 33619 Bonding Company: Address: Phone: 321-277-2234 Resident of property? : Contractor Information Phone: 727-637-8400 Fax: State License No.: CRC046858 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: 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: 611 Edition (2017) Florida Building Code n Revised: January I, 2018 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 �2= g/R/ �- Signature of Contractor/A w ►. Date Print Co tractor/Agent's of ISTINE it. OTIP"63512 My COMMISSION # GG 635 Bonded Ttvu Pubic Utder*6103 Contractor/Agent is 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: 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: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: -SF e4.12 - (% Revised: January I, 2018 Permit Application REQUMED INSPECTION SEQUENCE Bpff ),K- 1�Io Addresm - --------- HUM, ONKG psmar min Max. Footer Setback gtemwa-11 Foundation / Form Board..*Survey Slab /'M-ono Slab- Ptepour Lintel / T. ie- Beam / FM 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 Stuccol Siding Insulation Final Final Utility Building - Final Door Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo. Final ging-le Fa=.*TyResfdence� Final Building. (Other) Mnn Max Has ection.Descri2flon Electric. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final INE M M IN"- min Max Hns2ection Deser! flo Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Mn Max.. limsgection DesEr Mechanical Rough Mechanical. Final znuml a DI'Mu'laws wm 2 ml% � MINE ff�lq M, min Max rms2ectionn.Desc Gas Underground Gas Rough Gas. Final REVISED: June 2014 SCPA Parcel View: 32-19-31-516-0000-0470 Page 1 of 2 el But l v, tiS�a Parcel Information ProDerty Record Card Parcel: 32-19-31-516-0000-0470 Property Address: 374 FAIRFIELD DR SANFORD. FL 32771 VahmRnmmary �2018 Working �2017 Certified Values Values S ......... ....... Valuation Method _- Cost/Market Cost/Market 1 Number of Buildings 1 1 i Depreciated Bldg Value $148,111 ° $145,676 Depreciated EXFT Value $16,424 $17,069 { Land Value (Market) $34,000 $30,000 ! Land Value Ag } Just/Market Value__ $198,535 $192,745 Portability Adj 1 Save Our Homes Adj $71,141 $67.971 Amendment 1 Adj $0 P&G Adj $0 $0 Assessed Value {.................. $127,394 $124 774 Tax Amount without SOH: $2,882.31 2017 Tax Bill Amount $1,588.04 Tax Estimator Save Our Homes Savings: $1,294.27 ` Does NOT INCLUDE Non Ad Valorem Assessment$ httn://.narceldetail.scpafl.or2/ParcelDetaillnfo.aspx?PID-32193.151600000470 4/17/2018 SCPA Parcel View: 32-19-31-516-0000-0470 Page 2 of 2 OPEN PORCH FINISHED = j UPPER [ STORY 1648.001 FINISHED Permits Permit # Description F Agency Amount ,. _.... ................................._. CO Date Permit Date ..._._ . ...._. .. ............... _m m.. _ 01672 30 X 20' POOL ENCLOSURE ...... ._ _...._........ SANFORD $7,000 4127/2007 01492 13 X 26 INGROUND POOL SANFORD $24,000 3I8/2007 _. } 01990 NEW - RESIDENTIAL : SANFORD $128 488 2/2/2005 .. — .— Permit data does not originate from the Seminole County Property Appraiser's __..-... _............ offke. For details or questions concerning a permit, please contact the building department of the tax district In which the property Is located. Extra Features .. Description Year Built �. Units z Value New Cost � _.. ..._ .�.._._... PATIO 1 ..._.. _ 6/1 /2009 .. ._._. 1 $388 I $500� SCREEN ENCL 2 6/1/2007 1 $3,169 ...... ... $5 000 POOL 1 6/1/2007 1 $10,150 $14 000 PATIO 2 6/1/2007 1 $1 450 $2 000 COVERED PATIO 2 _..........._._ ......... _._ . _ . ...... �_...... 6/1/2007 ...._.. ....... _ -- _... 1 �... $1 267 ..... $2 000 httn://.narceldetail.Scnafl.or2/ParcelDetailInfo aspx?PID=321,93151600000470 4/17/2018 LIMITED POWER OF ATTORNEY I, Boysie Ramdial (Name of Home Depot Qualifier), license # CRC046858, hereinafter referred to as the "License Holder,"' the qualifying agent of The Home Depot, hereby appoint the following persons as Attorney -in -Fact of the License Holder/The Home Depot, who shall act as my agent with respect to only the following matters (a) signing and submitting building permit applications, (b) obtaining building permits, and (c) obtaining the certificate of occupancy from _ato r,�LL (pertinent city/county/state) on behalf of the License Holder/The Home Depot: Brian Kirby Aaron Hallich LICENSE HOLDER: Sign: '� +s'7/►+-Q_ Print Name: Boysie Ramdial Date: N/( )I j— Title: Regional Compliance Manager Company Name: _ Home Depot USA Mailing Address: 1216 Isben Ave Orlando, F132809 Telephone No.: 404-593-4879 Fax No.: State of: Florida County of: Orange Tim O'Malley Erick DeDios Christine O'Malley 3�-7�� WITNESSES (Two signatures required: Sign:A*0#2 Print Name: &Ro2y 5�,cVe,75 Date:�� Sign: Print Name: YY10, Date: c_.t This Limited Power of Attorney is non -durable, meaning it ceases effectiveness if the principal becomes incapacitated. If I have designated more than one agent, the agents are permitted to act separately. ( ) This power of attorney and authorization shall expire on (X) This power of attorney and authorization shall continue in full force and effect until I deliver to you a letter revoking the power or a new Limited Power of Attorney form replacing any previous authorization. The foregoing instrument was acknowledged before me this day of �� 20 t Eby Boysie Ramdial , the Qualifier of The Home Depot , a corporation, on behalf of the corporation. RY Jonathon Thomas a' o� (NOTARY PUBLIC a -STATE OF FLORIDA NcZt Pi = Comm# GG141189 s�vCE 19�0 Expires 9/18/2021 Commission Expires: Updated 31912017 SGR/15641978.1 Home Depot Contractor License Numbers: FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 Salesperson Name and Registration Number: John Lund : R-1-128533-13-00252 Home Improvement Agreement Home Depot U.S.A., Inc. ("Home Depot") or Service Provider named below will furnish, install and/or service the equipment listed below at the price, terms and conditions as outlined on this form. Customer Information: Freddy Cortez ampa 1-51-1FTNEB First Name Last Name Branch Name Lead # 374 fairfield drive Sanford FL 32771 Customer Address City State Zip (321) 277-2234 11 Home Phone# Work Phone# Cell Phone# NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT: 9208 Florida Palm Drive Tampa FL 33619 Address City State Zip or Email customercancellationsouth@homedepot.com BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES A different CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR PROFESSIONAL, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. THE LAW REQUIRES THAT THE CONTRACTOR GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE OF YOUR RIGHT TO CANCEL. Acknowl dg ged by: 04/02/2018 x Customer's Signature Date FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 License numbers are subject to change in accordance with local or state government processes. For the most current listing of license numbers held by or on behalf of the Home Depot, please visit www.homedepot.com/ licensenumbers. Scope of Work Joh #: (Internal Reference) Products: Spec Sheet(s) #: Project Amount Roofing Siding ✓ Windows Insulation 1-5UFTNEB Gutters / Covers Entry Doors 1-5UFTNEB $609.00 Roofing Siding Windows Insulation $ Gutters / Covers Entry Doors Roofing Siding Windows Insulation $ Gutters / Covers Entry Doors Roofing Siding Windows Insulation $ Gutters / Covers Entry Doors SubTotal $609.00 Sales Tax $0.00 Total Contract $609.00 Amount Warranty: The warranty on the work identified above is listed in the General Terms and Conditions, or if applicable, specified in the following documents: Warranty AC86-AC58-AC12 Warranty Name(s): 3 Building and Fire Prevention Product Approval Specification Form Permit # # 1 7- 1 7 1 0 SAr4l"C Rr D Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging REVONED NCE Sliding Sectional N$ EXAMINER Roll U Automatic DATE Other 2. Windows Single Hung 5,11�� �a 19-71, 3 Horizontal Slider Casement Double Hun Fixed QI B i DIN Awning ALL BE CONSTRUED TO BE A Pass Through Lit E E fi0 k�R©CIf^ WITH THE W Projected U 0 nF THE ISIONS OF THE TECH ICAL Mullions AS CObt _NOR SHALL ISSUANCE OF A Wind Breaker ION OF ERRORS IN PLANS, Dual Action C NsT uCTIONORVIOLATIONS Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature/ Applicant'sName M(�� (Please Print) June 2014 L. W _ _ V icnqW�� E U �3 a� c m u cn WINDOW SPECIFICATION SHEET - Spec. Sheet#: 1-5UFTNEB Customer: Freddy Cortez Job #: 1-5UFTNEB Consultant: John Lund Sheet: 1 of 1 Date: 04/02/2018 New Window Existing Window Measurements Grids Product Options - Labor Options Hinge Locations From outside, Left to Right Li Location Style Code Wraps (Y/N) Style Code Series Code Color Rough Opening n 0 T t- rn o O o � f6 o- # of bars # of bars Glass Hardware Screens Mull Misc Items Code Bays, Bows Csmnts, 1 Pnl, use L. R or S Room Floor 0 "� = 5 d T( w .. g $ rn UJ x D � O r N > � O _ 5 O c N > N O _ For doors use "S" = stationary or "X" = operating 1 DINE 1st DH N C SH 1200 W W 36.00 61.00 97 STD, GlassPack Standard SPECIAL CONSIDERATIONS: Wrap Color Interior Casing Type Bay or Bow window: eatboard material (vinyl only -Birch or Oak) Bay Project Angle (30 or 45) Bay Flanker Type (DH, SH, or Csmnt) Top of window to soffit (inches) If tied to soffit, color of soffit material I have reviewed and agree with all the job specifications above and the Special Terms and Conditions on the following page Construct Roof (Yes or No) ' Garden Window: eatboard Material (vinyl only -White Pionite, Birch or Oak) 1/3/2018 Florida Building Code Online isi5#jin3 j �, :l � ij w {'� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications °j P Approval USER:ER: Public User Product Approval Menu > Product or ADDlicadon Search > Application List > Application Detail FL # FL19715-113 Application Type Revision Code Version a 20D Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (651) 264-4178 Nicholas.Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732) 435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung FBC Staff BCIS Site Map Links Search', 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 Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL19715 R3 COI COI Silverline SS 2017-06-14.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfo[DM5dhG3]OCYhzgZSGol vg%3d°/u3d 1 /3 1/3/2018 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 Summa of Products .................... FL # Model Number or Name _ ................... ................................. .. .... Description _ _-_... . 19715.1 Series 2900/4900 Single Hung .__ _..._ Extruded Vinyl Single Hung Window __._ - ____... _.. _ _........... ___.. _.. __ _ Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 € Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL197_I5R3 AE PER4875 SS 2017-06-14.odf j Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes ........... _- 19715 2 Series 2900/4900 Single Hung ... Extruded Vinyl Single Hung Window ........................ . ............................................ ....... Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD01.2 SS 201,7-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.pdf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes .. .. - - ...... ... 19715 3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 �� impact Resistantmm. Ni Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14,odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715 4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window ... .. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD011 SS 2017-06-14.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party Yes MOM Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO 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: M W1 PM arcce M http://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtvAg/o2bxmzkl hGufBV5nRNMfo[DM5dhG310CYhzgZSGolvg`/`3d*/o3d 2/3 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SILVER LINE BUILDING PRODUCTS SERIES 70 — MODEL 2127 EXTRUDED VINYL SINGLE HUNG WINDOW (NON —IMPACT) 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH, SHIM WHERE GENERAL NOTES: SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION 5. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS SCREWS OR II GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT BEEN EVALUATED ACCORDING TO THE FOLLOWING: LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDM ENT INTO WOOD TAS 202-94 SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE. ASTM E330-02 • AAMA/WDMA/CSA 101/I.S.2/A440-08/11 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE #8 SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 2. ADEQUACY OF THE EXISTING STRUCTURAL THREADS PENETRATION BEYOND METAL WALL. INSTALLATION SHALL MAINTAIN CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING MIN. 3/8" EDGE DISTANCE. AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING LOAD TO THE FOUNDATION IS THE RESPONSIBILITY OF THE USE#SO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/21NCH ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION. 8. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 1 3/4" EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE #10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL. 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LE55 THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALLTHICKNESS OF 47.8 MIL (0.0478" or 18 GAUGE). MIN. 1/2" EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-T5. MINIMUM WALLTHICKNESS OF 1/16". MIN. 1/2" EDGE DISTANCE. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 5 FOR FURTHER DETAILS OF BUCK 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 IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AHJ. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE 6TH EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS, SEE SHEET 5 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I - INSTALLATION 3 GENERAL NOTES 2 - ELEVATION 6 ANCHOR LAYOUTS 3 - VERTICAL d HORIZONTAL SECTIONS (NAIL FIN) 4 - VERTICAL d HORIZONTAL SECTIONS(THROUGH FRAME) 5 HORIZONTAL SECTIONS, BUCK INSTALLATION, GLAZING DETAIL, 6 REINFORCEMENT MAX OVERALL SIZE CONFIG. DESIGN PRESSURE MI5SILE IMPACTRATING WIDTH HEIGHT 52" 62.50" O/X -62.8 / -65 P5F NON IMPACT 52" 73" O/X .55 / -60 PSF NON IMPACT Digitally signed by Hermes F. Norero, P.E. Reason: 1 am approving this document FL#: FL19715 Date: 2017.06.14 21:59:50 -04'00' ........... Silver Line; InAndet sen Wrf%DDW S•PB 0A51 ONE SILVERLINE DRIVE NOARI B0.UN5WICK, W 08W2 PH. (152)435-1000 �•: <� 7jr ITt ll lltlTtt R n T CO V) m Z J N C 0 3 YLL S V Z 2 V) 0o n DWG #: SWD010 SHEET: I OF 5 MAX. O.A FRAME WIDTH 52" MAX. D.7L.O. WIDTH 4.69" B E 3 4 G 4 FO„ HEIGHT 33.50" Co^ 3 H 5 MAX. O.A FRAME HEIGHT 73" MAX. D.L.O. HEIGHT 33.50" 1 ELEVATION SINGLE HUNG WINDOW 3" MAX. 6" MAX. FROM O.C. CORNERS I 6" MAX. O.C. 3" MAX. FROM CORNERS i ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 6.25" MAX. FROM f CORNERS _L_ 12.50" MAX. O.L. 6.25" MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW _........ .... _.._._......................_ SilverLine 1>±Ancfc�rscr7 I rP" ' I_Ual oo ros•DouRs ONE SILVERLINE DRIVE NORTH SRUNS WICK. NJ 08902 PH. (752) 435-1000 C c0 n3 3 1z4^'a e w o v IW o g3 0 E j i Z ED¢ LL W= W T Q'c W m o w DD �ZRD W ID 20 j Q ¢ m v.J) Z W mOZ m H Lu v F cy S d I p Ati._„eL n >: m v) m Z p 0 3 Y= V Z 2 N p � V DWG #: 5 W D010 SHEET: 2 OF 5-1 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 5 FOR CONNECTION DETAILS #8 WOOD SCREW INSTALLATION ANCHOR 1 EXTERIOR FINISH BY OTHERS PERIMETER_/ SEALANT O.A. BY OTHERS UNIT HEIGHT EXTERIOR 1 1/2" MIN. EMBEDMENT 4< 4 a. INTERIOR SEE GLAZING J DETAIL, SHEET 5 B VERTICAL SECTION SEE GLAZING DETAIL, SHEET 5 O.A. UNIT PERIMETER HEIGHT SEALANT BY'OTHERS EXTERIOR FINISH 1 BY OTHERS #8 WOOD SCREW INSTALLATION ANCHOR 2X WOOD BUCK BY OTHERS SEE SHEET 5 FOR - CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS HEAD - 2X WOOD BUCK NAIL FIN EXTERIOR \ 11 A INTERIOR 3/8" MIN. EDGE DIST. } 1/4" MAX. MIN. 3/8" EDGE DISTANCE L 1/4" MAX. SHIM SPACE SHIM SPACE _ MIN. 3 THREADS SEE GLAZING DETAIL SHEET 5 PENETRATION BEYOND METAL STRUCTURE #8 &R. 5 SELF -TAPPING SCREW INTERIOR INSTALLATION ANCHOR 5LSEE METAL STUD BY OTHERS, SHEET 1 INSTALLATION .11 NOTE 14 O SHEATHING BY OTHERS _ ~EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH C HORIZONTAL SECTION 3 JAMB - METAL STUD 1/4" MAX. NAIL FIN SHIM SPACE --- 3/8" MIN. EDGE DIST. a 8 - CONCRETE/ MASONRY - BY OTHERS 1 1/2" MIN. EMBEDMENT A VERTICAL SECTION 3 SILL-2X WOOD BUCK NAIL FIN SilverLine *f�Jlf�t'f.SQ'"11 ONE SILVERLINE DRIVE NORTH BRUNS WICK, NJ 06902 PH. (152) 435-1000 N U ao N3¢ iZ4 W C) ~ W -o n o Z I n � H ZN M a � Z •au mQ K J V [O J Z¢ m W L1 Q HLu m W N> CY m W ¢ a ¢ m o a O a F 0 �t�JTJJ311t41��� K L dT �n 3� =2 c¢.1Z O p V V) ✓G #: SWUM IEET: 3 OF 5 #10 WOOD SCREW 2X WOOD BUCK/STUD INSTALLATION ANCHOR 3/4" MIN. BY OTHERS CONCRETE/ MASONRY EDGE DISTANCE 5EE SHEET 5 FOR BY OTHERS - ° . a n° CONNECTION DETAILS 1/4" MAX. MIN. 3 THREADS CAULK BETWEEN - ; SHIM SPACE PENETRATION BEYOND CONCRETE/MASONRY - - a`' SEE GLAZING METAL STRUCTURE BY OTHERS DETAIL SHEET 5� EXTERIOR FINISH ...-......'. 1 112" MIN. —3 BY OTHERS EMBEDMENT INTERIOR #10 GR. 55ELF-TAPPING SCREW / e - ) INSTALLATION ANCHOR 0 1/4" MAX. �E PERIMETER SEALANT Q SHIM SPACE METAL TUBE/STUD OR APPROVED BY OTHERS / _ MULLION BY OTHERS, / 1 SEE SHEET 1 INSTALLATION O.A. EXTERIOR / INTERIOR NOTE 14 UNIT EXTERIOR MIN. 1/2" EDGE DISTANCE HEIGHT PERIMETEBYOTHERS SEE GLAZING EXTERIOR FINISH DETAIL, SHEET 5 BY OTHERS O.A. �— UNIT WIDTH E VERTICAL SECTION 4 HEAD - 2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 5 EXTERIOR INTERIOR UNIT \ HEIGHT ( U ) I / 3 PERIMETER SEALANT SHIM SPACE BY OTHERS S EXTERIOR FINISH BY OTHERS 1° CONCRETE/MASONRY .. .d „ a 4 BY OTHERS - c a °a ° Q. ° p VERTICAL SECTION 4 SILL - CONCRETE/MASONRY THROUGH FRAME (T) HORIZONTAL SECTION ,4 JAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME - BELOW MEETING RAIL Silverline 11!I�11C)i i'S{!11 onws•RORuaF ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (752)435-I000 � V � 3 < iZi '" v w a z v F o O H ✓ C) N J m �3 Z 00 j d u Z m¢ LL J IVHY CD J Z p Z m Q > w v F n w, M a o_ I 0 v / O 1 112" MIN. H EMBEDMENT IX WOOD BUCK (OPTIONAL) 1/4" MAX. F--1 > fH rY BY OTHERS SHIM SPACE LL% V) CONCRETE/ MASONRY INTERIOR L BY OTHERS 3/16" FH ITW TAPCON SEE GLAZING INSTALLATION ANCHOR o DETAIL SHEET 5 - L- ��° 0 Ofl ° 7 ���Z1IrJarrr ' ° _ MIN, 1 3/4" EDGE DISTANCE ° �� ° 4V 0} `'' P EXTERIOR _ 1 c . PERIMETER SEALANT . t3 , BY OTHERS Z EXTERIOR FINISH BY OTHERS O.A. UNIT WIDTH G HORIZONTAL SECTION 4 JAMB - CONCRETE/MASONRY/IX BUCK THROUGH FRAME - ABOVE MEETING RAIL w 'n " m U, m Z a� 3� y S u Z 2 Ln p � U DWG #: 5 W D010 SHEET: 4 OF 5 Ni EXTERIOR H VERTICAL SECTION % MEETING STILE 0.83" 0.77" �� 0.9° OLOCK RAIL TOP ALUMINUM INTERIOR + -1 r--+ .BT' TirT 0.45" OLOCK MEETING RAIL ALUMINUM 0.34" 0.13" 4— 0.46" 0.87" OBOTTOM LIFT RAIL & SASH ALUMINUM REINFORCEMENT DETAILS Silver Line I NOTES 11�r1Ci�l'.SE1t1 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. L aRonws•ocoas ONE 5ILVERLINE DRIVE NORTH RUN—TCK, NJ 08902 PH: (752) 435-1000 5/8" O.A. I.G. GLASS � n < Zm HM V e o3zz dNo^ EXTERIOR INTERIOR o Z N w 1 Zm JZ Q °� STEEL SPACER N Z ¢ m o MIN. GLASS N ¢ o a 1/8" OR 3/32" a BITE 7/16" H SETTING BLOCK a x W GLAZING DETAIL a V) Z O NOTE: H O 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY RE- ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER �--� SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. i SPACING SPECIFIED 1:5 NOT EXCEEDED. W W 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 4y o 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS q 16" MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT U• -` +'� ;° WINDOW FRAME.,' BY OTHERS CJ v 4 „ 1 1/4" MIN .. u. EMBEDMENT 11/2" MIN. EDGE DISTANCE E s" Y `I 2" MIN. EDGE i ���%tryt DISTANCE CONCRETE/ MASONRY Hll'+•�s4 R�� BY OTHERS n Q o >: Z? Z N V BUCK INSTALLATION DETAIL a o a = a: Z w DWG #: SWD010 SHEET: 5 OF 5