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18-19561
i CITY OF ZEPHYRHILLS f 5335-8TH STREET (813)780-0020 f' 19561 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19561 Address: 6152 17TH ST Permit Type: ADDITION/ALTERATION _;f;. ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s) `.. Block: Section: Square Feet: Subdivision: PARK HILL Est. Value: Parcel Number: 02-26-21-0180-00000-0280 Improv. Cost: 4,869.00 OWNER INFORMATION Date Issued: 4/13/2018 Name: ELLISON APRYL Total Fees: 97.50 Address: 6152 17TH ST Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542 Date Paid: 4/13/2018 Phone: 808-494-9445 Work Desc: REPLACE 9 WINDOWS S/S CONTRACTORS APPLICATION FEES THE HOME DEPOT USA INC BUILDING FEE 97.50 x�_ k V Ins ections Required FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFICgR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting O —G L Owner's Name or 1y �y q Owner Phone Number (/d Owner's Address �L 5 J ` Owner Phone Number Fee Simple Titleholder Name Owner Phone Number _r Y Fee Simple Titleholder Address JOB ADDRESS �� / LOT# Z SUBDIVISION [C A( PARCELID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR B ADDIALT SIGN Q 0 DEMOLISH INSTALL REPAIR PROPOSED USE SFR Q COMM O OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK r� , ssr BUILDING SIZE SQ FOOTAGE= HEIGHT BUILDING $ O VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ Q AMP SERVICE PROGRESS ENERGY 0 W.R.E.C. PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 66 =GAS 0 ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO ., 1+ � BUILDER MANY MANY W SIGNATURE ;oeREGISTERED Y/ N FEE CURREN Y I tN� Address Q /f License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address 1 License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItII RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms:R-O-W Permit for new construction, Minimum ten(10)working days after submittal dale. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpst&-,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal dale. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ••••PROPERTY SURVEY required for all NEW construction. Directions:' Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictons" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. ' UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone W"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall-become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY EFORE RECORDING YOUR NOTICE OF COMMENCEMFINT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subs ribed nd swor to(or affirme )before s ub �Ewomrmed before me th'by i� produced Who is/ me or hasthave produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Nancy J.Pacini Name of Notary typed,p ime NG'PAR..Y PQ$LIC Name of Notary typed,printed or stamped ��p qss ancy J.Pacini $ b�T{ FLORIDA �@ NOTARY PUBLIC ST o STATE OF FLORIDA Expires 4128/2021 �s �=Comm#GG079891 ALE ls� Expires 4/28/2021 . . Plan: Review ::Windows. & Doors.. 1-) .Need manufacturing installation=specifications: 2) Must meet sectio.n5'11308 and R.612 of the 2017 F.B.C: 3), if windows are to be installed inside;the historicaf district,'they:will need to be approved. by the-historical committee.. 4) No other work shall be permitted (framing, plumbing, and.mechanical) unless otherwise specified.: . . 5) This is for replacement (glass forglass.).only. If you,'wish to�change from screen.'or vinyl windowsto.glass, then-additional information is required.:. - 6.)- All windows to-wall connections shall be left.visible for. inspection. 7) All labeling and stickers:shall-remain'on•windows.uhtil final inspection: 8.):: :No work shall start without permit first:. t s• 2018053525 This Insinuiient Preplred By: The Mono:Depot - - 9208 Florida Palm Dr. Rep1:1944515 Ree: 10.00 Tampa.FL 33619 D5: 0.00 IT: 0.00 NOTICE OFCON1h1ENQN-l4�.NP 04/02/2018. J. R.. ,nDpty Clerk Permit No._ Tax Folio No,t�Z' z t'O•Z/. Q/,P6 00060-QG� �f State of Floricla County of THE 1JND1?,RSIGNED hereby Lives notice that improvements will he made to certain real property,and ill accordance with Chap(er 713,Florida Statutes,the Billowing informatiuu is provided in this Nolice of C'ommcncemcnt: 1. Description of},)to rty-(lc al description )f property,and street address if available) ?. )eneral dtscripdon of improvemenC.&A—A 3.Owner information �1 / (a)Name and address: T ��fJ / rtiJ �� „3�✓^ (h)hncresi in property:_ 11 (c)Name and address of fec:pimple 4�1 holder(if ocher than owner): 4.(:ontractor (a)Name and address: The Home Depot,9305 Florida Palm Drive.Tampa,FL. 33619 (b)Phone number: 81:3-626-7548 5.Surety (a)Name and address:'' (b)Amount of bond_ (r)Phone number: 6.Lender (a)Name:End address: N/A (b)Phone number: 7.Persons within the Slate of Florida designated by Owner upou whom notices or other documents may be served as provided by Scetion 713.13(I)(a.P.,Florida Stabiles: (a)Name and address: N/A (b)Phone nun)ber: 8.In addition to himself,Owner designates the following person(s)to receive a copy of Elie Lienor's Notice as provided in Stclion 713.13(1)(b). Florida Stalufcs: (a)Namc and address:_ N/A (b)Phone number: 9. L-apiration date of notice of commencement (the expiration date is I yeti'front the date of recortlinl,unless a different date is specified) WARNING TO OWNFR: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF TIME NOTICE OF COMMENCF.MF.NT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART L SECTION 713.13,FLORfDA 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 INSPE(:TION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BrFOR.F,COMMENCING WORK OR RECO .)ING YOUR N TI(E C( �fENCFAIFNT. 10. tiigaaia of Ott . or )tier s Authorized Officer/I)in:c•lor �Y� I:irtaar t:s Sil[d; cry iTi'I'idu/( e. ub umant wasacknowfedgud hcilot Me tit _day ( nu:nl •raonl as•.�T��- (ta=(s:ufauthorily,t:.g.officer,tnistce,Ultimo)'ill litc[)lb: (aante of party on N11all•of whom insininiow was exeeuludl. X�� S L re '�1.rt•1 Sru��of I�luritl.� l crcrnmlly kt itcu�or I'rochtcul Identification_ ' ---AND--- Veritication Ptirwnat to Section 92.525.1=lorida Stances tinder ix:naltius of pu}ury,1 dccl:u a that I Ittive read the dial the Bids sGuI.d iu it mu true w tine hest nl'1 y't:I-nt•I••d e coil; .'•I. PRULR S.o'NEIL,Ph.D.PRSCO CLERKofCiMPTROLLER t/ S'�_n.:Im i)iNau:till'�:r;�=)SirningGnl.inc:IlplAhoec Rt:t=iscd'?Ji5/17 04/02/20197�1m 1 . OR BK . PG 1063 - I GREGORY H.KNNAL L 0 N NOTARY PUBIC STATE OFFLO DA Ccm a F'F1rMI' ^ �S]AJE OF FLORIDA, COUNTY OFFASCO THIS|STOCERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OROF PUBLIC RECORD|N THIS OFFICE Home Depot Contractor License Numbers: FL:EC0001440,CGC1514813,CRC046858,CAC1813767,CFC1426021,CFC1427642,22640,CAC 1818831, CCC1331113,CCC1331130 Salesperson Name and Registration Number: Gregory Kimball:R-1-128533-14-01808 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: pryl Ellison ampa 1-5NHD7P1 First Name Last Name Branch Name Lead# 6152 17th St Zephyrhills FL 33542 Zephyrhills FL 33542 Customer Address City State Zip (808)494-9445 Home Phone# Work Phone# Cell Phone# pryl0027@gmaii.com Customer E-mail Address 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 CAN EL. PLE SE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND W TTEN N I=YOUR TO CANCEL. Acknowle ed by: 02/27/2018 X Zusfomer SI nature Date I 1 Contract Price'and Payment Schedule: Payment of the Contract Price is due upon completion unless a different payment schedule is specified in the State Supplement. 4869.00 Includes eII°applicable discounts, rebates, and , taxes. Contract Price $ Excludes finance charges,.* 486.9 Minimum 10 %deposit$ Due Immediately 4382.10 Remaining balance $ Due upon completion Finance Charges *Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, to which The Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider; however, Service Provider may collect Customer's payment(s) made payable to The Home Depot. Insurance proceeds will will not be used to pay some or all of the total amount of sale. Description of Work to be Performed: Installation of windows A more detailed description of the work to be. performed is included in the section entitled Scope of Work which appears on page 3 of this Agreement. Anticipated Delivery Date/Installation Schedule Approximate Start Date: 04/24/2018 Approximate Finish Date: 05/22/2018 All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in confirming insurance coverage of Your claim for any repair, if applicable. Electronic Records Authorization: You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent applies to this Agreement and all subsequent documents and written communications related to this agreement. By contacting your Service Provider, you may update your email address, withdraw your consent, or obtain a paper copy of the Agreement or related documents at n charge. By providing your consent and verifying your email address above, you confirm that you jnha access to a computer that can receive and open emails and PDF documents. itialing this paragraph, I consent to receive only electronic records related to this transaction. Initial ep ance and Authorization: By signing below, you authorize Home Depot to (a) arrange for Service Provider to perform Installation and/or (b) order and arrange for the delivery of special order merchandise, including special order merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or inco plete. (S v ce Provider's/permitting information may need to be provided to You later.) By signing, y acknowle a that ou have read, understand, and accept this Agreement in its entirety, including the eneral T r s an Conditions and State Supplement, if any. You further acknowledge receiving a c pl a co of thi Agree nt. Keep it to protect your legal rights. 02/27/2018 X Customer' igna ure Date X Co•Signer,- licable) Date 02/27/2018 X Consult 's atur Date License number(s) he d by or on behalf of the Home Depot: 2 Generalized Building Schematic 02-26-21-0180-0000070280 Card: 001 lz 14 , T.>• . t¢5 '. i 26 FM 26 26 SAS4[ \ FGft Dv� Co, YrN �S http://search.pascopa.com/traverse-aspx?parcel=2126020180000000280&showeards=001 3128118,7,04 AM Page i of 1 WINDOW SPECIFICATION SHEET - Spec.Sheet#: 1-5NHD7P1 Sheet:1 0( 2 Customer:Apryl Ellison Job#:1-5NHD7P1 Consultant: Gregory Kimball Date: 02/27/2018 New Window Hinge Locations Existing Window Measurements Grids Product Options Labor Options From outside, Left to Right Bays,Bowls Location Color Rough Opening #of bars #of bars Csmnts,1 Pnl, use L.RorS Glass Misc Items Hardware Code Screens For doors use `o o Mull "S"=stationary or Style Wraps `a = rn m _8 8 9 O " O "X"=operating w Y p m n_ .� n O a 't •c '� '2 •c H Room Floor Code (Y/N) Style Code Series Code 9 w x H( cg a > am > xo STD, GlassPack 1 LIV 1st 2 PNL N C 2 PNL 1200 W W 73.00 50.00 123 Standard X S STD, GlassPack 2 KITC list DH N C SH 1200 W W 36.00 37.00 73 Standard Fl STD, 3 BATH list DH N C SH 1200 W W 25.00 36.00 61 Obscure :Full, Glass Full, GlassPack 4 BED1 1st DH N C SH 1200 W W 36.00 37.00 73 Standard STD, GlassPack 5 IssPack BED1 1st DH N C SH 1200 W W 36.00 37.00 3 Standard STD, GlassPack 6 BED2 1st DH N C SH 1200 W W 52.00 37.00 89 Standard 7 BED3 1st DH N C SH 1200 W W 62.00 37.D0 89 STD, GlassPack Standard 8 BED3 1st DH N C SH 1200 W W 52.00 37.00 89 STD, GlassPack Standard SPECIAL CONSIDERATIONS: Wrap Color Interior Casing Type Bay or Bow window: Seatboard material(vinyl only-Birch or Oak) Bay Project Angle(30 or 45) Bay Flanker Type(DH,SH,or Csmnl) Top of window to soffit(Inches) If fled to soffit,color of soffit material I have reviewed and agree with all the job specifications above and the Construct Roof(Yes or No)" Special Terms and Conditions on the following page Garden Window: Seatboard Material(vinyl only-White Plonite,Birch or Oak) all Thickness(Inches) Customer Signature ddltional Shelf(Yes or No) There is no guarantee that new shingles will match existing color. WINDOW SPECIFICATION SHEET - Sec.Sheet#: 1-5NHD7P1 p Sheet:27 of 2 Customer:Apryl Ellison Job#:1-5NHD7P1 Consultant: Gregory Kimball Date: 0 212 7/2 01 8 New Window Hinge Localions Existing Window Measurements Grids Product Options Labor Options From outside, Left to Right Bays,Bowls Location Color Rough Opening #01 bars #of bars Csmnls,1 Pnl, use L,RorS Glass Hardware Misc Items Code Screens For doors use x o o v E o o 0 o Mull "S"=stationary or w Style Wraps '8 m rn n `off r "X"=operating H Room Floor Code (YIN) Style Code Series Code - w 3 x°' ai U a > _ > _ 9 BATH 1st DH N C SH 1200 W W 24.00 24.00 48 STD, :Full, Ohscurere Glass Full, GlassPaclt Sian SPECIAL CONSIDERATIONS: Wrap Color Interior Casing Type Bay or Bow window: ealboard material(vinyl only-Birch or Oak) Bay Project Angle(30 or 45) Bay Flanker Type(DH,SH,or Csmnt) op of window to soffit(inches) II tled to soffit,color of soffit material I have reviewed and agree with all the job specifications above and the Construct Roof(Yes or No)' ISpecial Terms and Conditions on the following page Garden Window: Seatboard Material(vinyl only-White Pionile.Birch or Oak) Pall Thickness(inches) Customer Signature ddilional Shelf(Yes or No) There is no guarantee that new shingles will match existing color. -":L'.E`;i #� a;'r w",i'�•'%��.�+''�". 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'_ .r4r{'�F'j-Fi N�"' r9�;`�ttr,:k�....�.9y::{+i�,suT�:.w '$,�'73 �.i"G�J.'�•`rl!u:�„°u=.t'-�+3:�`dk'' t r'�,';9 . � .< 1 L'if a'Saa-. �.''c;:da l::ui:.l,.:nale�:.�'.:,.,.�-. r�y S.�'�a'sa.il.•#Y.��:I::.:,,f.�. "!*'...�.ti'w'..�e,,..aY,�u.�:i..a;c.+�Max�::t.,�,�`sw:.ii 5.N�3.&,+a���t _ �SxaA': wsu�t ' BCIS Home Log In User Registration Hot Topics i Submit Surcharge '•, Stats&Facts Publications FBC Staff BCIS Site Mao � Links � Search dbFlorida ` Product Approval, pr e ,. .•USER: Public User Product Approval Menu > Product or Application Search > A licatiost > Application Detail;,, J_- u FL # 4994-R2 FLI W�:;�A,i �•w��� ,>2ij r�&� ;. -'' -'-�'.r ALL H a.,, t�. :. x�.t � , Application Type WORKS ALL 1 Revision COA/IPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, ,,il zo17 Code version - NATIONAL ELECTRIC COD , Application Status Approved ::^- vi"Ar AND THE CITY OFZEPHNANCES MILLS Comments _ Archived Product Manufacturer Silver Line Building ProductsCorp. Address/Phone/Email One Silverline Drive' c. North Brunswick, NJ 08902 (651) 264-4178 Nicholas.Kopp@anderseneo-rp'com} Authorized Signature Nicholas Kopp Nicholas.Kopp@andersencorp.com Technical Representative Address/Phone/Email Quality Assurance Representative ..-. '... Address/Phone/Email ; yam Category ' Windows --r' Subcategory Horizontal Slider:-`' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden ," Validation Checklist - Hardcopy Received Certificate of Independence FL14994 R2 COI COI Silverline SS 2017-06-14.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/21/2017 Date Validated 10/30/2017 Date Pending FBC Approval 10/31/2017 Date Approved 12/12/2017 Summar of Products FL # Model, Number or Name Description 14994.1 V1 Series/70 Series (2800) Gliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R2 II SWD027 SS 2017-10-20.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 r:�S�e Installation Instructions and Product Evaluation FL14994 R2 AE PERS144 SS 2017-10-27.pdf / Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes -'` requirements and limits of use. --_.......--------------------------------_ SJe s' 14994.2 0 V3 Series/70 Series (8700) Gliding Window •5,'r Limits of Use Installation Instructions Approved for use in-HVHZ: No FL14994 R2 II SWD028 SS 2017-10-27.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 4 " Impact Resistant: No Created by Independent Third Party: Yes D;e"ign Pressure: N/A Evaluation Reports rOther: See Installation Instructions and Product Evaluation FL14994 R2 AE PER5145 SS 2017-10-27.pdf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14994.3 V3 Series/70 Series (8700) Gliding Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14994 R2 II SWD029 SS 2017-10-27.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14994 R2 AE PER5146 SS 2017-10-30.pdf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14994.4 V3 Series/70 Series (8800) Gliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R2 II SWD030 SS 2017-10-27..12df Approved for use outside HVHZ: Yes I 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 0ther: See Installation Instructions and Product Evaluation iLV LINE WINDOWS DOORS Silver 9 V3 SERIES170 SERIES E9' VE GENERAL NOTES: GLIDING WINDOWS (S1 DO) ONERUNSWINED OB NORTH BRO ERLINE,Nl OB902 PH:BOO 23,1a 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE(FBC), LJ m EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE a e FOLLOWING: • AAMA/WDMA/CSA 101/I.S.2/A440-11 W Z Q P$5 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2% s.s 3 a� FRAMING,AND METAL FRAMING AS A MAIN WIND FORCE RESISTING TABLE OF CONTENTS \p Z SYSTEM CAPAB Es LE OF WITHSTANDING AND TRANSFERRING APPLIED 2 yy o a .. PRODUCT LOADSTOTHE FOUNDATION ISTHE RESPONSIBILITY OFTHE SHEET REVISION SHEET DESCRIPTION �m yT ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF INSTALLATION. h l� o In 1 - GENERAL NOTES&GLAZING DETAILS ? Z Do 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO > rc p PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.BUCK DESIGN AND 2 - ELEVATIONS&ANCHOR LAYOUTS INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3 - VERTICAL SECTIONS a W w RECORD FOR THE PROTECT OF INSTALLATION. i- L � 4 - HORIZONTAL SECTIONS ~ o_ 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF SITE 5 - ANCHOR DETAIL&SCHEDULE REMARKS 8V DATE _ CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE 6 - COMPONENTS&BILL OF MATERIALS 6TH FBC EDITION FM 10/17 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 APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR AHJ. wls DDc.11—Is rNf Pnonmry Dr eunolNc Dxors.INc S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT AND1.LNOTBf 1—DIJ.DBI—U.—I wn IN AREAS REQUIRING IMPACT RESISTANCE. .nmrN cansENr of BUILDIG Dnovs.INc. KINGS blARO OONMfNT ART NOT PfxMiRED NIO .. 6. WINDOW FRAME MATERIAL:PVC ssoun crxTlnurlDN Digitally signed by yyqrf1%F.Nore..P.E 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE Reason:I q.(ko fi�lTtng WApgymanl Data:2 IIY7f � SHEET 4 FOR GLAZING DETAILS. C�4'DD'7 �0" 3/4"O.A.ISULATED GLASS / DESIGN PRESSURE TABLE •• T`(T MODEL SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING EXTERIOR INTERIOR "'••• 8700 73.0"X63.0" XO +50/-50 PSF NON-IMPACT SETTING BLOCK "— SILICONE FOAM nEnN4!LMsSIb `c```` FLORIDA P.C.N.7M. BU0211NO DROPS.INC 8700 73.0"X 63.0" X% +20/-20 PSF NON-IMPACT IG SPACER ]YB E DAHU BEAf2i BL]wOW.1I].X TREM GLAZE PHPE CEATA.H IA B OF AFRIOIDUTION Nu nVa 8700 86.0"X 66.0" - XX +15/-15 PSF NON-IMPACT ' S7000 SILICONE FL N: 8700 86.0"X36.0" XX +15/-15PSF NON-IMPACT ` FL14994 DATE: 09;25.17 8700 73.0"X 48.0" XX +40/-40 PSF NON-IMPACT DWG.BY: CHK.BY: 1/2"MIN.GLASS CL HFN 8700 73.0"X 36.0" XX r40/-40 PSF NON-IMPACT BITE GLAZING DETAIL SCALE: N 1T S '1 8700FIN 73.0"X 36.0" XX +40/-40 PSF NON-IMPACT DWG.R: S W DOGH 8700FIN 72.0"X 48.0" XX +35/-35 PSF NON-IMPACT GLAZING NOTE: SHEET: • GLASS THICKNESS AND TYPE SHALL 8700FIN 76.0•'X 60.0" XX +15/-15 PSF NON-IMPACT COMPLY WITH ASTM E-1300 GLASS CHARTS REQUIREMENT OF 6 Silver Line IDAndeisen UNIT MAX. UNIT MAX. WIDTH 73.0" WIDTH 73.D" IE D.L.O MAX. D.L.O MAX. _ WIDTH 32.88" WIDTH 32.S" UNIT MAX. ONE SILVERLINE DRIVE NORTH BRUNSWICR,NJ OB902 0 B C WIDTH 73.0" PN Bo0 22A<228 3 3 3 D.L.O MAX. WIDTH 32.38" r A U r 3 F Z m E 8 0 0- 0 UNIT D.L.O.MAX. 0 0 u i-s MAX. .'X„ ��X�� HEIGHT MAX. X "D" O.L.O.MAX. UNIT ..X'. "X.� h Z a o a a v-� HEIGHT 3 m HEIGHT MAX. D.L.O.MAX. ix 3 Y HEIGHT g 56.25" 56.12" HEIGHT `11 O z 63.0" q 63.0" HEIGHT q In O m m m C 48 41.25" W O a o 4 w a / L I a d < REMARKS BY DATE 6TH FBC EDITION FM 10/17 ELEVATION ELEVATION ELEVATION TIRS DOCUMENT ISTNE PROPLRIY OF RULLDING OROPS,INC AND SMALL NOT RE REPROOu[EO IN WNOIE OR PART x.OF euROixG OnOVE,In0 AETFRui l'Oxt.001nONt,HIGNLIGNTIx6,OR OTNLR An-0 TO TMISDOCUMENI —PFPMITTFO ANO uA OERTIFICANON 20.0"FROM 21.75"FROM `A1`1111I FIIIT E "" CORNER(TYP.) CORNER(TYP-) _ C��..F '�i ' 3.0"FROM CORNER(TYP.) 7 -* —I I-11.0"MAX.(TYP.) — T ij I "MAX. 14"MAX. CCss(...;,,•�G�=�: ,.X„ 11.0"MAX.(TYP.) HEJMEST I1gHA0.PC FLORIDA PC No 7MA BULLDING DROPS,INC JBE E oAWA BEACH BLVO. JJ! DANIA BEATK F1 JJO� 6.0"FROM 6.0"FROM.)] FoPE CEAT.of wTHONI2AnoN Nu gene CORNER(TYP.) CORNER(TYP.) 3.0"FROM ' CORNER(TYP.) FL p: FL14994 DATE:•� 6.0"(TYP.) -�2.0"(TYP.) 6.0"(TYP.)_�--I�-.-2.0"(TYP.) 09.2 5.17 DWG.BY: C.1 8Y: ANCHOR LAYOUT ANCHOR LAYOUT ANCHOR LAYOUT CL HFN THROUGH FRAME THROUGH FRAME NAIL FIN SCALE: NTS DWG.a: SWD028 SHEET: OF 6 Silver Line IwAnderseri ONE SILVERLINE DRIVE NORTH BRUNSWICK,N2 08902 PH:1801 234422B F_ � ?m E 3 (� 3 o amT� 3 c" oLU r3 as 6 "3 E 0�-- 4 � \ 4 � \ O O ha o!��az 4 6 / 1 6 / 1 25 10 > DO 2 0 / n n- 2 2 W a <a SEE GLAZING Ft- i DETAIL SHEET 1111 / _ _ L7 SEE GLAZING = REMARKS BY DATE SEE GLAZING = DETAIL SHEET 1 6TH FBC EDITION FM 10/17 EXTERIOR DETAIL SHEET 1 0 0 = INTERIOR INTERIOR EXTERIOR Jo INTERIOR EXTERIOR -+o - 2 AN TO{UHALLE NOT BEEREPROOY[FOPiN IVxOIE ON PMTNE x CONSENT O IOING DROPS.RIC 2 uiEMTOxS ADOIHONS,nIG xG,OR OTIM MnflRIUGS i0THIS DOCOMENi ME NOT PS 1-0 MO 4 2 OATF OUR YRTiNGNON 6 4 SIF 4 5 5 5 O o 25 'z .' �0 F • 26 0 26 26 %��ss�/�oIIIIN,,A,,L111E�'���`� HEROES r IIMEkAO�P`E N KIA P.F.NO 73770 BUWIING DROPS,w 0BB C... .BEACH BLYD.10J0 DANU.BEACH,IL]J00{ mm MY.K AUIHORQAl10N Na 2P57B FL H: FL14994 DATE: 09.25.17 DWG.BY: CHK.BY: A VERTICAL SECTION VERTICAL SECTION © VERTICAL SECTION CL HFN 3 NTS NAIL FIN l J SCALE: DWG.H: SWD028 ' SHEET: OF 6 11 3 4 13 2 SEE GLAZING 4 2 24 21 20 2 13 4 3 11 DETAIL SHEET 1 Silver Line InAnd8f9dh o INTERIOR Efl' I SEE GLAZING DETAIL SHEET 1 ONE SILVERLINE DRIVE NORTH BRUNSWICK,NI 08901 PH:800 111-111U 19 EXTERIOR h Z m ¢ EI wm L� O'��$&g D.L.O. D.L.O.— MAX.FRAME WIDTH p f�TE2 Z moo$ m r HORIZONTAL SECTION o t Q m m 4 w � s a Cis 3 4 13 2 SEE GLAZING 4 2 24 21 20 2 13 4 3 DETAIL SHEET 1 REMARKS > a BY DATE • o INTERIOR GTH FBC EDITION FM 10/17 J SEE GLAZING 1 DETAIL SHEET 1 mIS DOCUMENT IS THE PROPERTr OF B W IDINO OR011,INC SAN NOT BE RfPHOOVCHD IN W NOU OR PRRT WItDOYT wPIETm CONSENT Of b-31IF OROM.INL 19 ' uT[RATION 6NNONT RO EXTERIOR THIS DOCIIINT AR[NOT PERIMIR ANO I„N.IIONn ow Er„ro¢er o„ DES F. O D.L.O. D.L.O. 1— MAX.FRAME WIDTH � /•• HORIZONTAL SECTION _ r r PF 3 4 13 2 SEE GLAZING 4 2 22 21 20 2 13 4 3 DETAIL SHEET 1 .02U P N6dE1fb,P E o INTERIOR FLORIDA P.E.No 7377e BIREENNL..m IN. ORB E DANIA BEACH BLVD. Jb SEE GLAZING o.wu BEACH,/L 3Roo� EEPE COT.OF MU40RIUMON No Y9310 DETAIL SHEET 1 FL IT: FL14994 O O CD O CD O ( \ DATE: 09.2S.17 \ 1 DWG.BL CHK C HFN 25 #8 PPH SMS SCALE: NTS D.L.O. 19 22 D.L.O. DWG.a: SWD028 I MAX.FRAME WIDTH SHEET: EXTERIOR K—C HORIZONTAL SECTION 4 OF 6 MIN. EXTERIOR EMBEDMENT MIN.EDGE DISTANCE INTERIOR Silver Line InAnderAF6 SUBSTRATE SUBSTRATE BY OTHERS 3/8"MAX. BY OTHERS SHIM SPACE MIN. 3 EDGE DISTANCE MIN.EMB. ONE SILVER11NE ORRJE NORTH BRUNS WICK,NJ Oh0W PERIMETER SEALANT PM:b00 339-4228 BY OTHERS MIN.EMB. 3/8'MAX. Lim SHIM SPACE m E 3/8"MAX. SUBSTRATE BY OTHERS a SHIM SPACE a m o CC 1. h MIN.EDGE 3 G EXTERIOR INTERIOR NOTE: o O LD NOTE: DISTANCE n '^ z i s SILL AND JAMB HAVE EXTERIOR INTERIOR f o s I SIMILAR NAIL FIN ANCHOR SILL AND IAMB HAVE - h DETAILS SIMILAR THROUGH FRAME "s3 z -I ; ANCHOR DETAILS C ANCHOR DETAIL Do m ANCHOR DETAIL ANCHOR DETAIL z m �s = 5 NAIL FIN(HEAD) 5 THROUGH FRAME(HEAD) 5 STRAP ANCHOR(SILL) 1/4"ITW TAPCON ANCHOR ~ Ee \ bIETHOD SUBSTRATE ANCHOR SCHEDULE MINEMBEDMENT ~—m WOOD SCREW 11. 4°fROM CORNERS a METAL:IS GAUGE. 7 THREADS MIN PENETRATION 16"MAX.O.C.THEREAFTER REMARKS BY DATE pl9 TEN SCREW MIN.Fy=OOKSI BEYOND METAL 0.)O' 2X WOOD BUCK OF SUFFICIENT THROUGH FRAME MIN. ITW TAPCON 1.'rs- I.S. DEPTH TO FULLY SUPPORT NOTE: 6TH fBC EDITION FM 10/17 •' .a ooPs PDr 1/4•ITW TAPCON 1.35' 2.5- WINDOW FRAME. 1. LOCATION OF BUCK OR BY OTHERS WINDOW ANCHORS MAY BE BUAUilp R14 TEK SCREW 3 HR S INP NETRA I o.3s• ADJUSTED TO MAINTAIN 1" MIN�f=33K51 BEYOND nIETAL 11/4"MIN. m. STRAPANCHOa MIN.CENTER TO CENTER tl4•ITW TAPCON 1.'/s• zs' EMBEDMENT THIS DONMEHT IS THE pROPfI1tt OP eULLOWG DROPS,IN[ 11/2"MIN.EDGE SPACING BETWEEN HDTBfRfpxooucfemwnDEf.— MAIWDR Def 1l4•ITW TAPCON vs- 25• DISTANCE wlrnom wnmfH CDHSENrof Bu¢OWG OKaps,IHc AST CB c=zoos .� P ANCHORS SUCH THAT MAX. aTEnAnONs,ADDlnons,nlcnucnnec.DnD1HEn 0: I.SGv0.A—um mu ] MARNINGETO THIS DOCUMfN-HOTp[IUIIPfDANO ]THREADS MINP NETRA ION O.C.SPACING SPECIFIED IS Imnrf Dux xnncnnDN 019 TEK SCREW o.Ts• 2"MIN.EDGE NOT EXCEEDED. n MIN.F=33KSI BEYOND METAL WINDOW LOCK 1/4•ITWTAPCON 06• z.s- DISTANCE • H T CONCRETE/MASONRY 2. BUCK MAY BE FLUSH WITH N``1t11LLlllEJJrri Pef 1/4'ITW TAPCON 05. z.s• BY OTHERS FACE OF THE BLOCK. ���DES F• O s ors=zboDPs `� WOOO:NIN 50.055 AS WOOo SCREW IS' 075' (/� NAIL FIN ue TEK SCREW OTHf3EADG MITI PENETMl10N BEYOND 0.>5' " \y �_ .I[VyY •J•. 0 I.IIN. ]]HSI M1IETAL BUCK INSTALLATION DETAIL 7�..INSTALLATION NOTES: NOTES: i = •O .I 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED PER LOCATION IN SILL&FIN,TWO(2)INSTALLATION ANCHOR ARE REQUIRED PER LOCATION 'PO C T P;.••�[Er` IN HEAD&JAMB. --I MIN.EDGE DISTANCE }' T� ..••'• 2. THE NUMBER OF THE MAXIMUM IN LISTED.LLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF SUBSTRATE BY OTHERS S'//Ip11Nq� 9.4HID F P.E.H.6,P.E FlBL,_ E No'IN. .B 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR 30e EBDANU,BEACH BLVO. Jae LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR MIN.EMB. DANLA BEECH,ti W mpE CERT.OF AUTHOWZATION Ha 1B53e TO THE NEXT. FL H: I 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. 3/8.MAX. F L 149 94 SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SHIM SPALIE 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER, DATE: 09.2S.17 AND SIDING. DWG.BY: CHK.BY: 6. _INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION EXTERIOR CI- H FN RESISTANT COATING. O O INTERIOR SCALE: NTS 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS 9 DWG'H: S W D028 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. ANCHOR DETAIL SHEET: v 1 B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND CJ WINDOW LOCK(HEAD) ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTU REft. 0F 6 BILL OF MATERIALS Sliver Line O DAndeisEii NO. PART NUMBER DESCRIPTION MATERIAL 1 STRAP ANCHOR GLAZING BEAD /�„'\ FRAME i 9%79S STRAP ANCHOR STEEL 2 119517 GLAZING BEAD PVC 3 116701 MAINFRAME PVC — 1594" 3.750 03ONE SILVEBIwE Ofl'4 WEATIIEM1STflIP FIN PILE VINYL No PITHIVE ORUNSWICK,NI OB902 5 08722 SILLINSER7 PVC .D75"—— PH:tho0 234-4228 Q6 118704 SASH HAIL PVC 0.075" 0.363" 2.25° U 11 IW019 NAILING FIN PVC 064" 0.04" G Z m E LL Q 8 12 •98548 NAIUNGfIN 6063-T6 l3 NB]Ofi PULL STILE PVC 0�:4;4 a>< 19 11B707 EXTERIOR MEETING STILE 6063-T6 O O q w = 1,3 20 - SASH KEEPER LOCK STEEL N Ei 21 118708 INTERIOR MEETING STILE PVC ,� C SILL INSERT I F 1 SASH RAIL T T NAIL FIN z z >m 22 118766 SASH REINFORCEMENT 6063-T6 5 .f,.f- ;a Z m O a 23 98516 EXTERIOR MEETING STILE REINFORCEMENT STEEL i� U Q -1114 118761 INTERIOR MEETING STILE REINFORCEMENT STEEL ---0.065" �0.07' f2 a 25 _ .-n.- WINDOW LOCK PLASTIC 0.07"— REMARKS OY DATE 1.00" 1.562" GTH FBC EDITION FM 10/17 .1. 26 - - WEEP HOLE - 1.$S° —1.435" 0.4" TNISOq UM NTISroEPAOPU Of SVILOIOGYR PS,ISC AnO SnutNOTef AfPAgpuCEO ua WnOtf OA PANi IiNOgT wA�TTEN CONSfNTOGe,t0�x00AgM,4.0 12 NAIL FIN PULL STILE EXT.MEETING STILE AtffR ibxf,AODRIONS. GNliGNiwq O46i0. �,3 �C, NuxflNGf 7gTna gpmt"inT AAE NOT PiNamfpANq 1.562" 1,1L13 t1.562*' �� 1E- 1. OWINDOW LOCK o.ar'— J— 1.43S" 1.19" 1.435" 7" = 7 /'. O 1.66" a.o5" = ro gT T .� 10, 21 INTERIOR MEETING STILE �2 SASH REINFORCEMENT EXT.MEETING STILE REIN. �pNAIL FLORIDA P.E No 73778 O O 308E BANIA BEACH DL'N.I= iBpE CLAM AEVATCHHPo,FXA R`VN a 20570 2.6$8" — 1.562" 1.15"! 0.033" FL N: D o a.5a" F L14994 0.0711— 3.750"--- 1.60" 1.251" DATE: 09.25.17 BY: CHK.BY: o.s19" 24 INT.MEETING STILE REIN, DWG.CL FIFN 1.435' O o q o SCALE:' NTS o 0.75; " DWG.H: SWD028 1 0.04"-- 1.070" SHEET: OF 6 • '4 IN t7 RC, 12, 6idH R';. �iV•'aJu.SM' a '� L i t l i 1 BCIS Home ; Log In User Registration Hot Topics ( Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search j b i3 QO Product Approval �4 USER: Public User :: ,.•:..:.._:.;,.I,a.,;: ..._.�;.--a;::`:.�-`.-_='per,-_�, Product Approval Menu > Product or Application Search > Application List:: Appllcation Detaih FL # lf`_� FL19715'-R3 �* Application Type Revision � Code Version ' 2017 ti`rr�af Application Status Approved ;_x Comments Archived I; V- Product Manufacturer ''.aY` 'Silver Line Building Products Corp. 'A Address/Phone/Email f One Silverline Drive North Brunswick, NJ 08902 (651) 264-4178 Nicholas.Kopp@andersenca.rp:com Authorized Signature Ni'ciiolas 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 �'X - Category Windows Subcategory Single,hu,rrg: Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. 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.pdf 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 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 Summary 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.Ddf 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 FL19715 R3 AE PER4875 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 11 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 SWD012 SS 2017-06-14.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Im:pa.ct Resistant: Yes Created by Independent Third Party: Yes Design essure: N/A Evaluation Reports Other: ,,e Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14 pdf Rep,ortfo dsign pressure tables and limitations of use. Created by Independent Third Party: Yes Y'• 19715.3r Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use ,;-` Installation Instructions Approved foe use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14 pdf Approved_:for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impac"esistant: No 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 pdf 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 Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 P A PRODUCTS SilverUne INSTALLATION NOTES: SILVER L I A 1 E B 1 I L®I�1,/ �' bvAndersen 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION LINE BUILDING~W■V"IA SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM SERIES 70 MODEL 2127 NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION Of THE w I N o o sv c•o 0 0 h s MAXIMUM SIZE LISTED. ONE SILVEnLINE DRIVE 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 21/2 EXTRUDED VINYL SINGLE HUNG WINDOW NORhl:(7OMU52435-1N7OB902 PH:(752)9a5-IODD INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS (I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT (NON—IMPACT) U m m CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. N 3 {Zy m Q 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING w w ut N o 2 SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM WHERE GENERAL NOTES: O Z�++ 11 u?m SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED ri {-2 u °= OF HIGH DENSITY PLASTIC OR BETTER. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND o = MANUFACTURED TO COMPLY WITH THE 6TH EDITION n Z ¢ z m U S. FIN INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING USE 08 WOOD FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS w 2 w m SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT BEEN EVALUATED ACCORDING TO THE FOLLOWING: P I- j o J H m e LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD TAS 202-94 LLuC t9 • m SUBSTRATE.INSTALLATION SHALL MAINTAIN MIN.3/8"EDGE DISTANCE. ASTM E330-02 Z UJ be ZI..r Oc • AAMA/WDMA/CSA 101/1.5.2/A990-08/11 W h ¢ w p n 6. FIN INSTALLATION:FOR INSTALLATION INTO METAL STUD USE R8 TABLE OF CONTENTS H-1 W rn SELF-TAPPING SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 2. ADEQUACY OF THE EXISTING STRUCTURAL t1C r^ THREADS PENETRATION BEYOND METAL WALL.INSTALLATION SHALL MAINTAIN CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING SHEET REVISION SHEET DESCRIPTION o_ MIN.3/8"EDGE DISTANCE. AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 1 - INSTALLATION 8 GENERAL NOTES 7. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 2 _ ELEVATION 6 ANCHOR LAYOUTS USE II30 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH ENGINEER OR ARCHITECT OF RECORD F00.THE PROJECT OF MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION. 3 - VERTICAL 6 HORIZONTAL SECTIONS(NAIL FIN) m 8. THROUGH FRAME INSTALLATION:FOR INSTALLATION THROUGH 1X BUCK TO 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 4 - VERTICAL&HORIZONTAL SECTIONS(THROUGH FRAME) CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH ANCHORED AS SPECIFIED HEREIN.REFER TO SHEET 5 FOR 5 HORIZONTAL SECTIONS,BUCK INSTALLATION,GLAZING DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH FURTHER DETAILS OF BUCK INSTALLATION. - DETAIL,6 REINFORCEMENT Z MINIMUM EMBEDMENT.INSTALLATION SHALL MAINTAIN MIN.1 3/4"EDGE 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE O DISTANCE. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR H Z 9. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO METAL STUD USE A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION RID SELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITEO- OF 3 THREADS P NETRATION BEYOND METAL WALL. SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN Oc U 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT w APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR LLU INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. AHJ Q.I p 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON MAX OVERALL SIZE CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. DESIGN MISSILE COATING. CONFIG. WIDTN HEIGHT PRESSURE IMPACT RATING 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL 6. WINDOW FRAME MATERIAL:PVC 1(Dll I1J 11/ INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED 7, IN ACCORDANCE WITH THE 6TH EDITION FBC,WOOD 52" 62.50" O/X •62.0/-65 PSF NON IMPACT Z FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED Q' ti7 Aipp,,�° BLOCK. OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN 52" 73" O/X *55/-60 P5F NON IMPACT �-;<� a CHAPTER 23. 2 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR r�i �•. ' MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE 8. GLASS MEETS THE REQUIREMENTS Of ASTM E 1300 R USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH GLASS CHARTS.SEE SHEET S FOR GLAZING DETAILS. SPECIFIED BY THE ANCHOR MANUFACTURER. = ~ •" 75 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON �y SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: �i d'�y O� - A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. iA Pfi W B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. /yy1111*I 1111LL1Y C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. �L Do U) OD MI J LA D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH Q Do V) 2:LL U Z MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI, E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALLTHICKNESS p U L.) OF 47.8 MIL(0.0478"or 18 GAUGE).MIN.1/2"EDGE DISTANCE. F. ALUMINUM-MINIMUM ALLOY 6063-TS.MINIMUM WALL-THICKNESS OF DWG#`:. ' ,L 1/16".MIN.1/2"EDGE DISTANCE. 5 VI/D O 1 O Digitally signed by Hermes F.NDrero,P.E. YY Reason:I am approving this document FL#: FL 19715 Date:2017.06.1421:59:50-04'00' SHEET: 1 OF SilverLine arAndersen W IN PG Wf•Dpp N3 ONE 5[LVEPLINE 8 NORTH pNUIJS WICK,Nj N7 OBS02 PK(752)4]5-1000 MAX.O,A FRAME WIDTH 52" N u m m m MAX.D.L.O. WIDTH 57.69"'� R E 3"MAX. 6"MAX. 6.25"MAX. CL O Z 2 O m q 3 q FROM O.C. FROM 10 p u eL - CORNERS I ') CORNERS�l ! o Z e v` w= d > Zm� T �M m m q qLn Z .. MAX.D.L.O. q "p" 6"MAX, � rn m d HEIGHT 33."'. C C O.C. 3 3 5 12.50"MAX. p MAX.O.A FRAME O.L. >.. HEIGHT 73" MAX.O.L.O. 3"MAX. 6. MAX. 0 2 HEIGHT 33.50" FROM FROM H CORNER5L CORNERS O x A b u 3 4 LU ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW `i l�t itt F!!I O. c) ""I'll fillilttl n m Vl m W • non =S vZ O p U of DWG#: swa0z0 SHEET: 2 OF 5 CONCRETE/MASONRY 1 1/2"MIN. BY OTHERS EMBEDMENT Silver Line CAULK BETWEEN bYAnde15en. CONCRETE/MASONRY 6 2X ` WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS ' SEE SHEET 5 FOR 3/8"MIN. CONNECTION DETAILS EDGE DIST. ONE SILVERLINE DRIVE NORTH MNSVVIU.NI 00902 #B WOOD SCREW PHI(752)435-IMO ........... ■� INSTALLATION ANCHOR r u m EXTERIOR FINISH o y= MIN.3/8" 1/4"MAX. EDGE DISTANCE N w v1 H o BY OTHER O S 1/4"MAX. SHIM SPACE o Z o d h m PERIMETER SHIM SPACE : Z 'X=w a SEALANT C O.A. BY OTHERS UNIT HEIGHT EXTERIOR INTERIOR MIN. THREADS N Z ¢ SEE GLAZING PENETRATION BEYOND '�Z w w m w DETAIL SHEET 5 > ¢ o a METAL STRUCTURE w u� ,yam SEE GLAZING INTERIOR #B GR.55ELF-TAPPING SCREW FJ w m D�TAIL.SHEET 5 INSTALLATION ANCHOR o METAL STUD BY OTHERS, tL' g VERTICAL SECTION O —®O 66 SEE\ —NOTE HEET 1 INSTALLATION ~ o 3 14 HEAD-2X WOOD BUCK SHEATHING m NAIL FIN '•' BY OTHERS -- EXTERIOR FINISH BY OTHERS Z SEE GLAZING EXTERIOR PERIMETER SEALANT Q DETAIL,SHEET 5 BY OTHERS H O O.A. F-1 1 EXTERIOR INTERIOR UNIT u WIDTH w In \ � w � a UNIT PERIMETER HORIZONTAL SECTION HEIGHT SEALANT O 3 JAMB-METAL STUD BY OTHERS 1/4"MAX. NAIL FIN EXTERIOR FINISH SHIM SPACE \``,W I I I' P BY OTHERS 0 i gg 00 ` #8 WOOD SCREW O �r -••Z INSTALLATION ANCHOR '' 3/8"MIN. EDGE DIST. 2X WOOD BUCK BY OTHERS SEE SHEET 5 FOP.—`--.'*"".. ° CONNECTION DETAILS - °' CAULK BETWEEN - �! CONCRETE/MASONRY CONCRETE/MASONRY d2X ]1/2"MINBY OTHERS IIJII)IIJ � . . WOOD BUCK BY OTHERS EMBEDMENT ui mZ n pri =2 Z VERTICAL SECTION lu I Ln 3 SILL-2X WOOD BUCK DWG#: NAIL FIN 5 w D O 1 O SHEET: 3 OF 5 #10 WBOD SCREW 2X WOOD BUCK/STUD Silver Line INSTALLATION ANCHOR CONCRETE/MASONRY 3/4"MIN. BY OTHERS bYAfld2f'SC'fl €D BY OTHERS s < .GE DISTANCE SEE SHEET 5 FOR cCONNECTION DETAILS 1/4"MAX. MIN.3 THREADS CAULK BETWEEN a n' SHIM SPACE CONCRETE/MASONRY a°°'• PENETRATION BEYOND BY OTHERS SEE GLAZING METAL STRUCTURE wIRDRws•DDOR° DETAIL SHEE*lEALANT ONE SILVERLINE DRIVE EXTERIOR FINISH 11/2"MIN. NORTHDR04SWICR,NJ0D902 PN:Q32)1J3-1DOD BY OTHERS EMBEDMENT INTERIOR #10 GR.5 SELF-TAPPING SCREWINSTALLATION ANCHOR �J 00 PERIMETER SEALANT HIM SPACE METAL TUBE/STUD OR APPROVEDBY OTHERS MULLION BY OTHERS, oz o p m z "SEE SHEET 1 INSTALLATION f z O.A. EXTERIOR / INTERIOR NOTE 14n Z = wUNIT EXTERIORMIN.1/2"EDGE DISTANCE '�w N mHEIGHT PERIMET DL J u l�ZSEE GLAZING EXTERIOR FINISH w Z w <Z m ` BY OTHERS H > I< m DETAIL,SHEET 5 O.A. A " w�]rn a UNIT+ CL "' 3 WIDTH VERTICAL SECTION 0 HORIZONTAL SECTION 4 HEAD-2X WOOD BUCK 4 JAMB-METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME THROUGH FRAME-BELOW MEETING RAIL 7- SEE GLAZING 1 1/2"MIN (3 Z DETAIL,SHEET 5 EMBEDMENT V) �O EXTERIOR INTERIOR 1X WOOD BUCK(OPTI OTONAL) 1/4"MAX. CONCRETE/MASONRY SHIM SPACE INTERIOR LIJ Lu BY OTHERS O.A.UNIT 3/16"FH ITW TAPCON SEE GLAZING / °° HEIGHT ( INSTALLATION ANCHOR DETAIL SHEET 5, 3 1/4"MAX. ®i PERIMETER SEALANT SHIM SPACE BY OTHERS o� � �• •° ° � � Z � MIN.1 3/4" ° ` �'ti,.�........ hJ '�•A EXTERIOR FINISH EDGE DISTANCE _ O, r"'� �-•,� BY OTHERS e• •• ,.• �° EXTERIOR _ a ! CONCRETE%MASONRY . . � a9 -,;<a . ;: PERIMETER SEALANT c� F, " BY OTHERS BY OTHERS a •. EXTERIOR FINISH �cS-y•. Cr�m�`4`bb n •d: <-,a.<. a• BY OTHERS UNIT '''� PRo\`-` tl • - - - a a WIDTH LL p VERTICAL SECTION G HORIZONTAL SECTION " 4 SILL-CONCRETE/MASONRY 4 JAMB-CONCRETE/MASONRY/1X BUCK DWG#: THROUGH FRAME' THROUGH FRAME-ABOVE MEETING RAIL S W D O 1O SHEET: 4 OF 5 Silver Line NOTE: byAndersen ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. ONE SILVERLINE DRIVE 2 NORTH BRUNS WICK,NI 08902 PH:(132)l33-1000 5/8"O.A.I.G.GLASS EXTERIOR INTERIOR N 3 m Q z M Q Y �\ O Z J o u a EXTERIOR INTERIOR o N'D a= 7 V) Ul Z) Z m¢ �a: 0 a W m I H W Z m Q v STEEL SPACER dh 14 o f H H 4 CO A Z n VERTICAL SECTION 1/8"OR3/32" � MIN.GLASS ii Ua =N � � Wwa A 1 [ 1 SETTING BLOCK "�-� SITE 7/16" 2 �- �J/ MEETING STILE ~ CL °d 3 o_ GLAZING DETAIL a a m 0.63" 0.87" NOTE: O Z I I I L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE 0.77" O 9" t� ADJUSTED TO MAINTAIN I'MIN.CENTER TO CENTER W4 { a (� SPACING BETWEEN ANCHORS SUCH THAT MAX.O.C. 1 `)Ta 0 45 0.06" SPACING SPECIFIED 15 NOT 2, BUCK MAY BE FLUSH WITH FACE OF THEBLOCK. w W LOCK RAIL TOP' LOCK MEETING RAIL i ALUMINUM (D ALUMINUM 1/4"ITW TAPCON ANCHOR 4"FROM CORNERS 16"MAX.O.C.THEREAFTER 2X WOOD BUCK OF SUFFICIENT 0.34" DEPTH TO FULLY SUPPORT elu L WINDOW FRAME. F ""••, / 0.13" BY OTHERS O ay �j 1 1/4"MIN. ` I --I 0,46" EMBEDMENT ' = a D 87" 1 1/2"MIN.EDGE DISTANCE BOTTOM LIFT RAIL&SASH 2"MIN.EDGE jt �Ci b ALUMINUM DISTANCE CONCRETE/MASONRY PROS BY OTHERS tfjttttitttttl, n > t REINFORCEMENT DETAILS Q z u� BUCK IN5TALLATION DETAIL o f =S u z O p U u1 DWG##, swaalo SHEET: 5 OF 5 /\ty YI C9111 UP �"' uewio3y�, City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: L — Site: Permit Type: Approved w/no comments:❑ Approved w/the below comments: I Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kal,i S 'er—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present)