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HomeMy WebLinkAbout20-22522 CITY OF ZEPHYRHILLS 5335-8TH STREET 22522 (813)780-0020 BUILDING PERMIT 'PERMIT INFORMATION LOCATION'INFORMATION Permit Number: 22522 Address: 5418 4TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADDIALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est.Value: Parcel Number: 11;-26-21-0010-09200-0150 Improv. Cost: 8,715.00 OWNER INFORMATION Date Issued: 3/02/2020 Name: VALINAGGI, JOHN Total Fees: 127.50 Address: 5418 4TH ST Amount Paid: 127.50 ZEPHYRHILLS, FL. 33542 Date Paid: 3/02/2020 Phone: 352-277-6561 Work Desc: REPLACEMENT WINDOWS 14 S/S CONTRACTOR(S) APPLICATION FEES THE HOME DEPOT BUILDING FEE 127.50 Ins pectio s Reauired DUCTS-INSTALLED PRE-SLAB FRAME misc. DUCTS INSULATEDCONSTRUCTION POLE misc INSULATION CEILING FINAL 2ND ROUGH PLUMB SEWER misc.— FOOTER LINTEL misc misc. FOOTER BOND PRE-METER INSULATION WALL I misc, ROUGH ELECTRIC WATER ISC M DRIVEWAY 1ST ROUGH PLUMB SHEATHING misc. misc. REINSPECTION FEES: (c)Wlth 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 subsequl6nt 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 OFFICZR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Fax-813-780-0021 813.780-0020 City of 7_ephyrhills Permit A plication j Building Department i Date Received If a X 11 Y�� Phone Contact for Permitting I✓ 7�� ri Owner's Name ✓& Owner Phone Number OU l;2_,277&_6 Owner's Address 6 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number I I Fee Simple Titleholder Address JOB ADDRESS LLOgTfl SUBDIVISION O I J PARCELIDt! II�Z�' Z��Do�o-�1cTiG�}'�lJ (OBTAINED FROM PROPERTY TAX NOTICE) ' WORK PROPOSED ,B NW CONSTR BALL RADD/ALTEPAIR O SIGN DEMOLISH PROPOSED USE SFR COMM I T I OTHER TYPE OF CONSTRUCTION O BLOCK Q F�+RA�Mg�E O STEEL O DESCRIPTION OF WORK / Q W S S 1 / , BUILDING SIZE SO FOOTAGE HEIGHT O BUILDING $ Q r VALUATION OF TOTAL CONSTRUCTION -J OELECTRICAL $ a AMP SERVICE P�H( t��[SS ENERGY Q W.R.E.C. =PLUMBING $ ! `J,I �v =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION aT 2 �� As GAS ROOFING SPECIALTY O OTHERFINISHED FLOOR ELEVATIONS FLOOD ZONE AREA ,OYES NO `� k#jo BUILDER COMPANY D I SIGNATURE REGISTERED Y' N FEE CURREN Y/N Address 0 /mil t C! a�/7t /'(� License 0(o fU ELECTRICIAN I eP-AN7 SIGNATURE REGISTERED Y/ N FEE CURREN Address I License ft F PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN 11 Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# OTHER COMPANY f SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License 4 r j Itllllllllllllllllllllllllllllllllllllllllillllllllllllllllllllltlll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpsler,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 dumpsler.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. Directionf: 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"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended..The undersigned also understands, that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that 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'V"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 BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.11 .03) OWNER O AGEN CONTRACTOR Sub nndbswor (or a rmed)bef me s !J Sub cr' J and swom or a arm d)before b e Y W o is l persona now o e or as/have produced of ersonat r has/ave produced as identification. as identification. �Nlublic Notary Public Comma 'on No. Commiss No. Name of Notary typed,print%gp�tampeWancy acini Name of Notary typed,printed or stampe Rygs Nancy J.Pacini 7 s00 NOTARY PUBLIC �' so NOTARY PUBLIC STATE OF FLORIDA a r''' STATE OF FLORIDA =Comm#GG079891 Comm#GG079891 J, ��� Expires 4/28/2021 Expires 4/28/2021 This instrument prepared by&return to: Mallory Harrison Dolden Mule Tide,LLC 223 S, Florida-Avenue Lekeland,FL 33801 Our File:2019-1825 i i I General Warranty Deed Made-thisk day of January,2020 by David F.Hutchinson and Alice W.Hutchinson, husband and-wife,whose post office address is: 63 Mckinley Circle,Marlborough,NH 03455, ' rcaffed-thegrantor—,to•Johns Valina gb Single whose post office address is:5418 4th Streot,Zephyrhills,FL 33542 hereinafter called the M tee, (Whenever used herein the term"grantor"and"grantee'include all the parties to this Instrument and the heirs, legal representatives and assigns of individuals,and the successors and assigns of corporations) WITNESSETH: that the grantor, for and in consideration of the sum of Ten and Mo/100 Dollars($10.00),and other variable considerations,receipt whereof is hereby acknowledged, hereby grants,bargains,sells,aliens,remises,releases,conveys and confirms unto the grantee, all that certain land situated in Pasco,Florida,viz: Lot(s) 15 and 16,BIock 92,A Map of the Town of Zephyrhills,according to the map or plat thereof,as recorded In Plat Book 1,Page(s)54,of the Public Records of Pasco County, Florida. Parcel ID Number: 11 26-21-0010-09200-0150 i Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. i To Have and to Hold,the same in fee simple forever. j And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land i�fee simple, that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to said land acid will defend the same against the lawful claims'of all persons whomsoever;and that said land is free of all encumbrances,except taxes accruing subsequent to 1 213 1/20 1 9. i bO.W (q) I is - . .. ..-.. . - . .. - r -: ? rr C r, •y,}�� � 4 ,g � .t{`.fss��s r+• r23'�ro. r Asx rJ fl �� �'�F 3 "7 1 -i � -•tea��'l s s f # v � 7 � i ..�^.•r i i5. �sit�?���.if r,t-�� •�h �v �r��'1���` � �' � ,j ` .�"• �.� S ,�;3).S =r.J F[ l '4 � ..1' CVI C.�. i't' hir� { .Q� 3 `. '^ ? � � '4� - '� ( R u+t�l � I'6 rI a. '` �'. ✓ c ;��k .S?.�• ;�iOr 'G � � '+i -1, t� ' 3�� �, ��) �4� r?cr� �' �1 . �s t gat. � �.y �k��2"•� s'1•�'.t °-�...5 as t ,:�3� � 'ra '3", , t4 •• 1 r.I 1• • •r I _ r lz Jug :. J MA s 3• - It /! gl���:`'y,.�`;i v r y, D Q' I i • i Plan Review i Windows & Doors 1). Need.manufacturing installation specifications: 2) .Must meet sections R308 and 11612 of the 2017 F.B.C. 3) If..windows are to be installed inside the historical 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 for glass) only. If you wish to change from screen or vinyl windows_to glass,then a,ddiitional information is required. 6:) All windows to wall connections shall be left visible for inspection. 7) All labeling acid stickers.shall remain.on windows until-final inspection: 8) No work shall.start without permit first. I i 7r•Cx,.., t.5.. ,,.. .K%:'.;'.i,.,.,r,:• ! ., li'.V ,._.F .. C''RR i•' xE k , ,. .. ,,,,,,WHOM,- ,, ,, .... ... „ ,. .��' cam• rd i> 3 >" 'e� ,�ia;iSN � �� �,�.��� t� V:'� '`� �ti. - ! � .4t�aj. :;E:};.`,.:.""s,^;:�y's�'-`;�'? 4,�• kAkF. i� , y xr, a r i, An r yy E,�;; NATO go S �a•; t 111 ,PA rh F • _ �gq r it r` iT 1 Af t ht 7 ; ��� � -' r�.,.' :e :.,'•.. '... " .., -pay ®`did_ 3� cloo p� �jpz 1�1`?0 .. }�� Sit "' a - �A"• k '•� ,. JAl e fir' r `'� C G2: � ,1► "� y ����: C' e j� t s -. ,,fig>.. �5 ref;, P ..o,.,...w,..,..5::..,fete , 1 +i WINDOW SPECIFICATION SHEET Spec.Sheet#: 1-SDEPDXW Sheet: 1 of 2 Customer: John Valinaggi Job#:1-SDEPDXW Consultant: David Wilson Date: 02/05/2020 New Window Hinge Locations Existing Window Measurements Grids Product Options Labor Options From outside, Left to Right Bays,Bows Location Color Rough Opening #of bars #of bars Csmnls,1 Pnl, use L,R or S Glass Misc Items Hardware Code Screens For doors use ro Mull "S"=stationary or o ° t L LL m m m u N o `� N "X"=operating Style Wraps 'v iu o rn n ii u .1 e FN T O N O N O O W O TR..mFI..r Code (YIN) Style Code Series Code S x 5 I- ui O a > x > x -_ - ------ -- -- -- -- ---STD,-White,-GlassPack: LSR---- DINE 1st DH- N SHC 1200 WH WH 36 49 85 Standard HITILT STD,White, GlassPack: LSR 2 DINE 1st DH- N SHC 1200 WH WH 36 49 85 Standard - HITILT MULL,STD,While, LSR 3 KITCH 1st DH- N SHC 1200 WH WH 36 38 74 GlassPack:Standard HITILT STD,White, GlassPack: LSR 4 KITCH 1st DH- N SHC 1200 WH WH 36 3B 74 Standard HITILT STD,White, GlassPack: LSR 5 BED1 1st DH- N SHC 1200 WH WH 36 49 85 Standard HITILT STD,White, GlassPack: LSR 6 BED1 1st DH- N SHC 1200 WH WH 36 36 72 Standard HITILT STD,White,TMP:Full, LSR 7 BATH 1st DH N SHC 1200 WH WH 18 25 43 Obscure Glass:Full, HITILT GlassPack:Standard STD,White, GlassPack: LSR I Ll B MBED 1st DH- N SHC 1200 WH WH 36 36 72 Standard HITILT SPECIAL CONSIDERATIONS: I Wrap Color Interior Casing Type Bay or Bow window: Sealboard material(vinyl only-Birch or Oak) Bay Project Angle(30 or 45) Bay Flanl(er Type(DH,SH,or Csmnt) _ op of window to soffit(Inches) If tied to soffil,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 Pionile.Birch or Oak) Ea , t i WINDOW SPECIFICATION SHEET - Spec,Sheet At: 1-SDEPDXW Sheet: 2 of 2 Customer: John valinaggi ,Job#:1-SDEPDXW Consultant: David Wilson Date: 02/05/2020 New Window Hinge Locations Existing Window Measurements Grids Product Options Labor Options From outside, Left to Right Bays,Bows Location Color Rough Opening #of bars #of bars Csmn1s,'1 Pnl, use L.R or S Glass Misc.11ems Hardware Code Screens Fordoojs use u c c Mull "S"=stationary or Style Wraps '� a� �+to _`o •`�� N ;� •r "X" operating Room Floor Code (YIN) Style Cade Series Code w ''r T 5 t}'E6 U a ...t > T � > _ 9 McED 1s[ DH- N SHC 1200 WH WH 36 37 73 Standard HITILT STD,While, Glass Pack: LSR 10 GAR 1st DH- N SHC 1200 WH WH 38 39 77 Standard HITILT STD,White, GlassPack: LSR 11 GAR 1st DH- N SHC, 1200 WH WH 38 39 77 Standard HITILT STD,White, GlassPack: LSR 12 UV 1st DH- N SHC 1200 WH WH 36 49 85 Standard HITILT MULL,STD,White, LSR 13 LIV 1st TDH N SHC 1200 WH WH 36 49 85 Glass Pack:Standard STD,White, GiassPack: LSR 1 ILIV 1st TDH N SHC 1200 WH WH 36 49 85 Standard 4 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) It tied to soffit,color of soffit material f have reviewed and agree with afl_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 Pionite,Birch or Oak) ,yr'� 8CI5 Home ; Lag In i User Registration Hot Topics Submit Surcharge Stets&Fads Publications Contact Us aCIS Site Map Links 1 Search Ronda i� � . ".. a.Product Approval USER:Public User Product Approval Menu>Product or Aoptication Searchii�-A�''plication•List>Application betait'-; AJr MEM., FL# FL14911-R11 Application Type Revision Code Version a 2017 d Application Status Approved :.. `` Comments ' ' - _._-_- •:,_., . Archived i Product Manufacturer Silver Line Building Products Corp. " Address/Phone/Email ST' One Silverline Drive ;North Brunswick,N] 08902 jonberrian@slbp'dom` Authorized Signature ]on Berrian jonberrian@slbp.com Technical Representative ]on Berrien Address/Phone/Email One Silverline Drive North Brunswick, N]08902 (732)435-1000 jonberrian@sibp.com I Quality Assurance Representative Address/Phone/Email Category yWindows Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardco I py 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 P.E. Validation Checklist- Hardcopy Received I Certificate of Independence FL14911, Rll COI COI Silverline SS 2017-06-14.pdf Referenced Standard and Year(of Standard) Standard i Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 AAMA/WDMA/CSA/101/I.S.2/A440 2011 ASTM E1886 I 2005 ASTM E1996 2006 ASTM E1996 2009 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 i Product Approval Method Method 1 Option D I Date Submitted 08/17/2018 i Date Validated 10/14/2018 r Date Approved 10/18/2018 i Summary of Products FL# Model, Number or Name I Description 14911.1 I V1 Series/50 Series(2000) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 Rli II SWD017 SS 2018-10-11.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 Installation Instructions and Product Evaluation FL14911 Rll AE PERS140 SS 2017-10-20.pdf Report for allowable design pressures,sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.2 V1 Series/50 Series(2111) Single-Hung Window Limits of Use Installation Instructions Approved for,use in HVHZ: No FL14911 Rll [I SWD018 SS 2018-10-11.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 Installation Instructions and Product Evaluation FL14911 R11 AE PERS141 SS 2017-10-20.pdf Report for allowable design pressures,sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.3 Vl Series/50 Series(2200/2300) i Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 Rli II SWD019 SS 2018-10-il.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 Installation Instructions and Product Evaluation FL14911 R11 AE PERS142 SS 2017-10-20,pdf I Repbrt`for allowable design pressures,sizes, installation Created by Independent Third Party: Yes requirements and limits of use. `'.• 14911.4 Y` ;, V1 Series/70 Series(2127) Single-Hung Window Limits?PUse 11 Installation Instructions :,Approved for use,in HVHZ:Yes FL14911 R11 II SWD049 SS 2018-10-11.pdf Approved for usl 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 Installation Instructions and Product Evaluation FL14911 Ril AE PER548S SS 2018-02-14.pdf Report for allowable design pressures,sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.5 I V1 Series/70 Series(2127) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes I FL14911 R11 II SWD050 SS 2018-10-11.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 FL14911 R11 AE PER5486 SS 2018-04-19.pdf Report for allowable design pressures, sizes, installation I Created by Independent Third Party: Yes requirements and limits of use. 14911.6 Vl Series/70 Series(2907/4907) Single-Hung Window, Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 Rll II SWD053 SS 2018-10-11.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P,E. Florida P.E. 73778 Silver Line 63'AndGF3 SILV R LINE BUILDING PRODUCTS CORP. V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) ONE SILVERUNE DRIVE NORTH BRUNSWICC,N1 U8902 PH:BOO 234421E (NON-IMPACT) (HVHZ) zm � � 8 HN ry w1 c� " •y � e y sn 0 '-2 z z'� a �3 00 ob ; ('N oz_ 5� zg`-aW _1 w u; w H 5 n GENERAL NOTES: - N j m m r 2 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL S1ZE TABLE OF CONTENTS > w /a�rcE MANUFACTURED TO COMPLY WITH THE CURRENT E ITION CONFIG. DESIGN MISSILE •. w 'ctt1Y PRESSURE w FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AlD HAS WIDTH HEIGHT IMPACT RATING SHEET REVISION SHEET DESCRIPTION BEEN EVALUATED ACCORDING TO THE FOLLOWING: a • TAS 202-94 52" 62.50" O/X +62.8/-65 PSF NON IMPACT 1 - GENERAL NOTES&GLAZING DETAIL • ASTM E330-02 REMARKS BY DATE AAMA/WOMA/CSA 101/I.S.2/A440-08/11 2 - ELEVATION&ANCHOR LAYOUTS 52" 73" 0/% +55/-60 PSF NON IMPACT 3 - VERTICAL SECTIONS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING,AND METAL AMING 4 - HORIZONTAL SECTIONS AS A MAIN WIND FORCE RESISTING SYSTEM CAPAB OF HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& WITHSTANDING AND TRANSFERRING APPLIED PRO UCT S - REINFORCEMENT DETAILS TxElxsrAllArIDx DFTAIISDfsul HFREINARC GExFRIC LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE Inp NOT RfRfRARUAL CONDIROOE iDRA9fan[ ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF vice srtE coxmnous uusE msr.funou TooEwrE OxETMF REDUIRtxECM3 DETAM1CD x[rt[IN,AURMED INSTALLATION. tENGIN[EM1 ORAM1MRF S��LLIM1FIAM1f ERf sIEOEIC 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNE AND DIgRally slgnes rjsylH9rhIH"y�.Norero,P.E. eeson;lBis� _ Is�dpymenl ANCHORED TO PROPERLY TRANSFER ALL�O0.D5 TO HE _ D� STRUCTURE.BUCK DESIGN AND INSTALLATION IS T E 5/8"O.A.I.G.GLASS e`;` RESPONSIBILITY OF THE ENGINEER OR ARCHITECT 0 RECORD FOR THE PROJECT OF INSTALLATION. yl `� •• \•E••S•••.'Po 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE i N -7 7 GENERIC AND MAY NOT REFLECT ACTUAL CONDITI NS FOR \\ * 7k A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTAL ATION I \ — S A OF = TO DEVIATE FROM THE REQUIREMENTS DETAILED EREIN, EXTERIOR / INTERIOR A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE \ j .CR 0 IOC': UJ SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMI NT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRO[UCT nn APPROVAL TO BE OBTAINED FROM M AMI-DADE REOR AHJ. STEEL SPACER Nedr/EkM HMthb� i. • \ / URJXN0•DROP9"INCM1 MIN.GLASS c vunA ecAas aw. a3a S. APPROVED IMPACT PROTECTIVE SYSTEM IS REgUIR DON 1/8"OR 3/32" = BITE 7/16" saPE MT. BAUENRORIUVI N N 2Ps2e THIS PRODUCT IN AREAS REQUIRING IMPACT RESIS ANCE. SETTING BLOCK 6. WINDOW FRAME MATERIAL:PVC FL q: FL14911 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, ODD GLAZING DETAIL -T COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED DATE: 01.23.18 OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. DWG.BY: CHK.BY: NOTE: HR HFN 8. GLASS SHALL MEETTHE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETA I.S. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SCALE: NTS SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD DWG.": S W D049 RESISTANCE, SHEET: OF 5 I G : Silver Line IyAnd6fMR i ONE SILVEBLINE DRIVE NORTH BRUNSWICK,NI 08902 PH:800 9344220 z MAX.O. FRAME WIDT 52" z I�.E H N m v e MAX.D.L.O. 0 w-- � WIDTH47.69" 96—` w3 z oaam_ao' - -----g••MAX. �JII 6"MAX- ---6:25"MAX.-- —i n a FROM O.C. FROM Z=g€ f' 3 I 1 = �u CORNERS CORNERS wz 5° N= GO NOTE: >= w \a ALL FASTENERS ABOVE THE MEETING RAIL IN W n MAX.D.L.O. THE INTERIOR IAMB us 6'MAX. TRACK MUST BE FLATHEADS. �• F i HEIGHT 33.50" O' O' C D.C. I REMARKS BY DATE 4 L 12.50"MAX. MAX.0.A FRAME O.C. HEIGHT 73" THEINSTALW90N DUNLS DESCNIIIEDNEREINARE GENERIC AND 10 NOTNULECTA[TOALCONMTIDNS EOP ASPEOFIC D SOE II SrtFCFDUIn[uENGo�i ON Tp DENIfTDf E ENGNI I..EAIICIRTECTf AILEDHERON.AE11 MAX.D.L.O. 4 •• •• D.CU.-EI.A.1EHASVRHAAls-NEF. c HEIGHT 33.50" 3"MAX. 6.25"MAX. NnmTxls DocuN+Exr. FROM FROM `\\\\\lllll 11 CORNERS CORNERS L ```� -, O I _* N .7 7 *" ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT =o s A of °T o ioP. 4'j SINGLE HUI IGWINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW ��j�s �j� ♦�� ND In HDRO+E)D.L P EDA P.E.NN)3]9B BVILDNG DSLOP3,NC 393 G,DAMA DFJLCN BLVD,133B DAN4 BFACH,PL Mm MT.OF WMWUTW Ne 7B370 FL H: FL14911 DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCALE: NTS DWG.s: SW D049 SHEET: /nJ LS OF 5 Silver Line IyAnd6gi n i ONE SILVERLINE DRIVE NORTH BRUNSWIFK,NI 0e902 IIyy�� PH:JONI 2344229 Z^ 1 n E ao W3 0 oocJ� a' SEE GLAZING SEE GLAZING F DETAIL,SHEET 1 DETAIL,SHEET 1 o z g Z s s€ f O O N j z > DO m 2 w <K�d F i REMARKS BY DATE F- f- UL x x l7 LO x x EXTERIOR INTERIOR EXTERIOR INTERIOR a LL TNF INSTBI.1RDDRAILf OFfCNBFO N[REINM[BFNERIC ♦NO MRY NOi RFiLFR1RURLCONDIRONf YOR.RBIEOEIC X X NFE CDxONIONS CAUSE .-IN. l V-11TF Q a aMTNf REONREM— U11 x 11.VRxSFO c2' F G10MMEMMRFUSE ElMfiIMENEC1FIC NMENif HIR ViEvn RO`\I\11111111TExr. \\\\ F• O �O • -4 o �* N .77 *� SEE GLAZING SEE GLAZING r S A OF Er DETAIL,SHEET 1 DETAIL,SHEET 1 O� O IOP': tv�L L L 0 EN o\" i U i U � D2 MDed 73778 RDRNA P.E.OP INC BUILDING DROPJ,INC JBe G D/JmR eGpl M3W.I M DANM eUIX R 3>00/ IiEIK CERT.W MIIHDMUTION He.W57. FL N: FL14911 DATE: 0 1.23.18 DWGHYR•. cHKHFN A VERTICAL SECTION g VERTICAL SECTION SCALE: NTS DWG.a: SW D049 NAIL FIN 3 THRU FRAME SHEET: V OF 5 ` I i Silver Line I IvAnder3en INTERIOR ONE SILVERUNE DRIVE NORTH BRUNSWICK,NJ 08902 SECTION FOR SECTION FOR PH:900)2344228 BLOCK&TACKLE _ SEE GLAZING SEE GLAZING CONSTANT FORCE BALANCERS�' \ DETAIL SHEET I DETAIL SHEET 1 �' BALANCERS z �f7�f---�� ^ W EJJ'® @ 0 ®/ OO 1 I^N O v — —�o c�s 1 -m-x ozi 0 oa EXTERIOR I/ w z o m^ ; m D.L.O. > w .. W <a MAX.FRAME WIDTH F a - HORIZONTAL SECTION REMARKS BY DATE 4 UPPERSASH THE INSTAEUTNSNO[TAIMDESCRIREOHEREWMEGEN[RIC FFEEn wROREW wSP[OTIC SRE 6 SFR CONOITIOxS GUSF INSTwIIwT Ox TOOfwATE FROM THERWITRFMETTSOETANEONFREI"OC"I" ENGINEERORARCHITECFSHAIEPREPARESME EOFIC SEE GLAZING SEE GLAZING SRONMENT. DETAIL SHEET INTERIOR DETAIL SHEET I IPPiO I N .7A) 7 E / S A OF _ i��T Cc) IOP EXTERIOR ���Ss i D.L.O. FLORIDA P.C.No 7J)175 BURDWO g1pP;INC E r4.BEAM F0.V0.111! ONOF BEACH,R ION H iBRE CFAL K AUINOIRUTM NR.1R51B MAX.FRAME WIDTH FLp: FL14911 eHORIZONTAL SECTION DATE: 01.23.18 4 LOWER SASH DWG.BY: CHK.BY: HR HFN SCALE: NTS DWG.a: SWD049 SHEET: I `lf OF 5 i I MIN. SUBSTRATE 1/4"MAX. L� EDGE DISTANCE BY OTHERS SHIM SPACE 3 I I_ SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line INTERIOR BY OTHERS ---I BY OTHERS IyAnder3en SCREW IN THE INTERIOR CHANNEL MIN. MIN. EDGE DISTANCE EMBEDMENT t7 u SCREW IN THE EXTERIOR ONE SILVERIINE OBIVE 2 NORTH BRUNSWIOL IN 08902 PERIMETER SEALANT —� 1 4"MAX. CHANNEL Z v¢~i PH:000 231-0228 BY OTHERS S IM SPACE PERIMETER SEALANT ['� 1.1 m O z m BY OTHERS 1/4' MAX. NNE,%J EKfERIOR MIN. SHIM SPACE EXTERIOR INTERIOR V3!fir+ O ^p EMBEDMENT EXTERIOR INTERIOR "' o 0 K Bem 9= rp_F VERTICALSECTI N oZ >F� z�== A © HORIZONTAL SECTION r HORIZONTAL SECTION 3 s� saaa_a 6 THROUGH FRAME(HEAD) = J W v THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) Z rr Z ZIn2 N= O Z w I m n ISO SUBSTRAT1/4" Ax. REINFORCEMENT DETAILS > w / BY OTHERS SHIM PACE \ L-� 034" INTE IOR 0.83" 0.87" F a z LI 0.13" REMARKS BY DATE w o Z 0.77" • w EXTERIOR .87 I w 1 INTERIOR O,q 0.06" 0 817„ —I I"�0.46" ExrE loa O LOCK RAIL TOP 2 LOCK MEETING RAIL 3 BOTTOM LIFT RAIL&SASHiNEWS1RlU ONORUS LU 0FSW3F0NFREWMEG[uFUC ALUMINUM O ALUMINUM O ALUMINUM MD MTNp�Rlt[RAMAI[pNDI WNSfpRAAfaflC ~ rtEV x0(iqu3GulE mRu4Ppx i09Fvurt OM M[r[p(RRfu3[Ni3 pRMEp NFREW,A pRNSF0 MIN.EDGE DISTANCE rExGiMGOR MpIrtICTSNALLM[MR[SBE9E0lK pocuuFMsraw WEvniN ilGSGpnrM[xr. p HORIZONTAL SECTION VERTICAL SECTION 6 NAIL FIN(JAMB) 6 MEETING STILE • •• INSTALLATION NOTES: : •'•�\ ES• 'A ANCHOR SCHEDULE _ N 7 O ~ 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EA H ANCHOR LOCATION SHOWN. MIN,EDGE �• METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTE 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE DISTANCE "U S A OF 0: 08 WOOD SCREW MAXIMUM SIZE LISTED. WOOD:MIN.SG=0.55 PAN HEAD 1.5• 0.75• �,O�^ 3 NAILING FIN METAL:INSTALLATION ANCHORS WIT INA TOLERANCE OF*1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR Ieel DB 7EK SCREW 3 THREADS MIN DETAILS(I.E.,WI OUT CONSIDERATION OF OL LAYOUT ERP NCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO EN EXT. MIN.Fy-33KS1 PENETRATI `BEYOND 0.50, l5 O xE'i([lEkIq HMt1sb��.c 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOI t WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH.SHIM 610 PAN HEAD IN RMIDA P.0 No 73778 WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. EXTERIOR CHANNEL 1.5• 0.75• 3Pe c oAM,E erA'Ra aw 30e WOOD:MIN.SG=0.55 DAMA BEADE,fi FIVE CUT.OF AUTHORRATOrF H.20578 S. FOR MASONRY OR CONCRETE OPENINGS,1%WOOD BUCK MAYBE USED(OPTIONAL AS LONG A5 THE MINIMUM EMBEDMENT AND EDGE 010 FLAT HEAD IN THE 1.s' 07s' DISTANCE REQUIREMENTS ARE STILL MET WITHIN T E CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE B3 ON SHEET 1 FOR MORE INTERIOR CHANNEL . FL N: INFORMATION. rl 'I /I 9'1 '1 010 PAN HEAO IN 3THREAOS MIN I�L.L`'1'711. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCL IDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND EXTERIOR CHANNEL PENETRATION BEYOND 0.50• SIDING. METAL:18 GAUGE SIeeI, METAL DATE: 01.23.18 THROUGH FRAME MIN.Fy-331E51 1 010 FLAT HEAD IN THE 3THREA05 MIN DWGHYY: CHIC.BY: 7. INSTALLATION ANCHORS AND ASSOCIATED HARDW RE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNEL PENETRATION BEYOND 0.50• COATING. METAL CONCRETE:7c=3000P51 311T ITW TAPCON ,25• ,7s• SCALE: NTS - B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE 15 MEASURED FLATHEAD FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR 1 INT INTO FACE SHELL OF BLOCK. DWG.U: S W D049 ASONRY:CMU per ASTM 3118•ITW TAPCON ,25• ,is• SHEET: 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS C90 MIN.sDDB PSI FIAT HEAD SHALL NOT BE USED IN SUBSTRATES WITH STRENGT 4S LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. _ OF 5 _ w 5t �uj-rIIrx- 70 2-7 2 Z-7 Zi �: w:,��.i,��'��"'s.;;:,�rt�t">i,,�':aia:�'^o.'�;#,-;!'`.=;'�ri�'-=s�>�""'.;� ''�'`»�.^.,`.�,'::,.•,�'."".;Say:'�`i���3W�,- ��� Im — --- .tt-w .!�:. BCIS Home : Lag In User Registration `: Hot Topics ! Submit Surcharge Stats&Facts Publications ; Contact Us �' BCIS SiteMap'i Unks ! Search Flori:�� - !Product Approval " USER:Public User sa; Product Approval Menu>Product or Application Search>Agplication list_>.Applicatio6 Detail FL# ' FL6067-R9 Application Type Revision Code Version 2017 Application Status {�• Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email , One Silverline Drive North Brunswick,NJ 08902 aar'• r„f.(732)435-1000 1 jonberrian@slbp.com Authorized Signature Jon Berrian jonberrian@slbp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (732)435-1000 jonberrian@slbp.com I Quality Assurance Representative Address/Phone/Email = Category ;, Windows Subcategory 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 P.E. ?' Validation Checklist-Hardcopy Received Certificate of Independence FL6067 R9 COI COI Silverline SS 2017-06-14.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code - I . I . II Product Approval Method Method 1 Option D Date Submitted 02/22/2019 I Date Validated 02/23/2019 i Date Pending FBC Approval 03/02/2019 j Date Approved 04/16/2019 I ,Summary of Products I FL# � Model,Number or Name Description 6067.11 Series 2723/2724j2728 Structure)Beam Mullion Limits of Use Installation Instruc#ions i Y -Approved-for use in HVHZ: No FL6067 R9 II SDWO14 SS 2019-02-22.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 Report's Other:See Installation Instructions and Product Evaluation FL6067 R9 AE PER5510 SS 2019-02-22.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. i 6067.2 Series 2723/2724/2728 Structural Beam Mullion Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6067 R9 II SDW015 SS 2019-02-22.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, RE, Florida P.E. 73778 Impact Resistant:Yes Created by Indepe dent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL6067 R9 AE PER5511 SS 2019-02-22.pdf Report for allowable design pressures,sizes,installation Created,by Independent Third Party:Yes requirements and limits of use. I 6067.3 Series 7537 Structural Beam Mullion i Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R9 II SDWO16 SS 2019-02-22.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 FL6067 R9 AE PER5218 SS 2017-10-19.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes requirements and limits of use. Sacdt b..� i Contact us::2601 8iair Stone Road,Tallahassee FL 32399 Phone:I850-487-1824 I The State of Florida is an AA/EEO employer.C_yright 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-maiPaddress 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 youl(are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: I Credit Card Safe I I I i i i i I i I I AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS Silver Line AM ERfWCAI N LROAPTSM'A'No X SO OWS WIN PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS SILVER LINE WINDOWS AND DOORS ONESiLVERUNEDRNE ROPUNSWI SERIES 2723 (PART#230295), 2724, 2728 (PART#230296) NORT WO P14:(80012344228 M2 GENERAL NOTES: ^ A p STRUCTURAL BEAM MULLION (IMPACT) T� L THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTUREDTO COMPLY WITHTHE �zt 0 Ng ja W1 W2 CURRENT FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED In- z 1�1'�R ZO ACCORDING TO THE FOLLOWING: 0 0 D, TAS 202-94 M C", F 0 ASTM'E330 N4 L cc 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A I'll CC Z_ MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING W2 �S_ qGo APPLIED PRODUCE LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 31 IX AND ix BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY L 1z I �w�y7 TRANSFER ALL LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALATION 15 THE B ID RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF �1 1:2� 4 INSTALLATION. 4 wi 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT REMARKS BY I DATE ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF SITE CONDITIONS,CAUSE INSTALLATION TO 6TH FBC EDITION AG 110/17 1 DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR SLJ 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.DADERER. IRA-- 5, MULLION&CLIP MATERIAL:ALUMINUM 6063-T6 SUL tF$U1WRD=NS"U3E INVAt MUTODORSTE RSKENSEO E.GNE(A D.AR-UEa1HSU'RE..SRtSt. 6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL, IKE W2 C 0191t.fly.1 1444!gA)n—ro,P.E 4 7. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING Dat ent REQUIREMENTS,MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. E 8. IN ACCORDANCE WITH THE CURRENT F8C CH20 DISSIMILAR METALS INCLUDING FASTENERS B THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. I J L J N s TABLE OF CONTENTS 0 OF I tr 110�' SHEET REVISION SHEET DESCRIPTION : Reaso*% t s V or, I-a: GENERAL NOTES&TYPICAL ELEVATIONS FLOW.DA 73775 2 MULLIONS CROSS SECTIONS L W2 3"'BUIDIN PROM I.0 L '1 _1141 1 OANPA REACH M DANIA SEA _j 335 Z D 3 ANCHOR CLIP CONFIGURATIONS RK CERT.OF AIJI&FULMDIN N.29578 4 VERTICAL SECTIONS TYPICAL ELEVATIONS FL 4: INSTRUCTIONS: FL6067 S ANCHOR LOAD TABLES FOR 2723(PART U230295)ONE-WAY MULLION 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: 10.06.17 8 6 ANCHOR LOAD TABLES FOR 2723(PART$1230295)TWO-WAY MULLION 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3, DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: DWG.BY: CHK.BY: 7 ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. AG HFN ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE. SCALE: NTS ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION USE OF TWO-WAY MULLIONS. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRE55URE OF OPENING DWG.fl: ANCHOR LOAD TABLES FOR 2728(PART 9230296)ONE-WAY MULLION USING CHARTS ON SHEETS 6-10, SWD014DWG. - S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS SHEET 10 ANCHOR LOAD TABLES FOR 2728(PART t1230296)TWO-WAY MULLION WITHIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE ORMULLIONOR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY OF 10 DESIGN PRESSURE RATING. Silver Line S wnRa ewF•aoofls� a AMERIP GEMV41NDOVnNDpWF PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS, ONESILVERUNE DRIVE NORTH BRUNSWICIE,N108902 PH:1800)2344228 • f��1 N lb Z) O a� om Oca - - -- tj kDs�x= 4-_—d-3- ' a q Q N # 1.0011 m°a o ymVz ryoc oc W H d h REMARKS BY DATE Q'1Q11 4.101i r 0.101, N O STH FBC EDITION AG 1O/17 In M_ _ _ 4 En W th N � � O N N N rq O Cf ANO MAY NOT R[i{ER O.L. FDR A ma SRC IF 511E CONDPOPF5 CAUSE WSFAUAVOM W OEYi{TE FROM THE REOUIRCMEMS ORAIlEOHEREIN,A LICENSED ENGINEER ORMMII[R SNALLPRCPARF SIIESP[OFIC aDCUMEMSFOR UfEWOII THO DOCUMENT. 6 � 2.00' \L\\llllf 111 j�' 1.00" { 1.001i �`�1L E F' O SERIES 2723 (PART#23029S) SERIES 2724 SERIES 2728 (PART#230296) �Or'� TUBE MULLION TUBE MULLION TUBE MULLION ',t ' N A_? 7 E S a OF (r x i% O IDF NOTE: %,IFS •. 1. MULLION PROFILES SHOWN ABOVE ARE f'lHl#IgNDeEhbb.E�` FLORIDA P.E.NF,7=RF — OF ALUMINUM, 6063—T6 MATERIAL Due DANUABEAItlI nl�a o07�e 2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES `� cm,07AD�°E`RDNH°`Z0eTa 8 AND DIMENSIONS. FLq' FL6067 DATE: 10.06.17 DWG.BY: CHK.BY: AG HFN SCALE: NTS b DWG.0: SWD014 'g SHEET OF 10 7.68" 7.68" Silver Line WINOO W,•DOORS•• o AMERICAN CRAFTSMAN WIN00WS 1.12" 2.2511 1.12" 2.25" 2.25" 2.25" SILVER IINEWNDOLY INDOWS WS AN,DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(8 001 2344 22 8 Z- 8 �ZO o a O + mM F Tm�e O 0 Rn p�^t�_7 oJg�s' — — -- — - — — --- - -• a $ DO s ww�ti a a �� �Lu n: a > - F SEE DETAILS 1&2 _ REMARKS BY DATE _ SEE DETAILS 1&2 Lo BELOW N 6TH FBC EDITION AG 10/17 Ln LIT BELO N W N N E-I � N N O IIIMAYNOTA[FtECARW CONORtONSF011SPEUPI :::77SVED FM CONORIONS EAVSC INSi0.lUTION TO DFVSEfE tROM 1HE RCOUIREMCNESOCTAIL UUAOIN•AUCCNSEO 7.68'I 7.68" FNG CONM—F RUSEW NPTHCV DE=RMS—COSK � \\\\llllllll,l7 MULLION ANCHOR BRACKET 50-2722 (PART#230297) t MULLION ANCHOR BRACKET 50-2722 (PART#230297) 0 ALUMINUM (6063-T6) ALUMINUM (6063-T6) :'�� e s •. Po (6) ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING (4) ANCHORS FOR CONCRETE & CMU ANCHORING N ' ti SA OF � r E cl� sc� O pLn Ln N N ND \ c R--I ]YR EFL ORIDA .E W 7] a BURDING DROPS.INC "ANI DO ] DANIA BEACHM1L]O]00I EBPE CFAT.OF AUTHDR12AT10R1 N.29578 DETAIL 1 DETAIL 2 FL a: F L6067 8 COUNTERSINK HOLE THROUGH HOLE DATE: 10.06.17 E NOTE: DWG.BY: cHKHF AC] N 1. EITHER OF THE DETAILS SHOWN ABOVE CAN BE USED AS THE TYPE OF HOLE SCALE: NTS THROUGH THE MULLION ANCHOR BRACKET, AS LONG AS MIN. EDGE DWG•a: SWD014 DISTANCE AND MIN, EMBEDMENT REQUIREMENTS ARE MET. SHEET E OF 10 j i s MIN.1.3/8" 1 ANCHOR,#8-3/4"SELF a MAX.2-1/4" DRILLING SCREW FROM MAX.1 1/8" EACH SIDE OF THE Silver Line EDGE DISTANCE MIN•1/2" MULLION INTO THE SUBSTRATE BY OTHER wENo owa.oboua EXTERIOR INTERIOR EXTERIOR BRACKET,STAGGERED AS AMERICAN CRAFT$MAN WINDOWS NECESSARY TO AVOID PLY GEM WINDOWS MULLION ANCHOR INTERFERENCE SILVER LINE WINDOWS AND DOORS II II BRACKET 50-2722 ONESILVERUNEDRNE VERTICAL jj jj (PART#230297} MIN, - --- --- _ NORTURRUNSWICR,NIDR9D2 : MULLION II II MAX.11/B" EDGE DISTANCE PH:(800)2344229 v^ 1 ANCHOR,48-3/4"SELF i j i I MIN I/2 1/4"MAX. IN N4 DRILLING SCREW FROM I I I I T-4}p 2 m EACH SIDE OF THE i i kBRACKET MAX.21/4" U`— a.dMULLION INTO THE EDGE DISTANCE orh Z 0mRACKET,STAGGEREDAS_. TYY op p bNECESSARY TO AVOID --"'—'"--"—'---— -- ---------- INTERFERENCEMlN.EM$. — " — — -- --'— —�— --.-_..—._. � G Lq - z VERTICAL ¢ DO�'SUBSTRATE BY OTHERS MULtiON a,q q„_•�MULLION ANCHOR T^ti DO 50-2722 �°D > m /// MIN. INTERIOR (PART#230297) w F^v a / EDGE DISTANCE ccy \\ MIN.EMB.I U D. } 1J4"MAX. REMARKS BY DATE ANCHOR DETAIL ANCHOR DETAIL 6THFBCEDITION AG i0/17 (I, MULLION ANCHOR BRACKET 50-2722(PART#230Z97) MULLION ANCHOR BRACKET 50-2722(PART#230297) AND MAY NOT R(FUTTA—AECONDIMNS TOR ASPECIEI S1tf.DSrlECGNDtfiMISGUSE RtSTAtiATigY TObEVi.RTE ROM THE RFDUiREMENlS bCTA1U:O HEREIN.A U[ENSEb (6)412 SELF ENGINEERORAROIRECTSH UPREPAREfNESPEOFIC oDnunENss EOa URE wrtN D8S DOOJwR,. ; MIN. JTRANSOM DRILLING SMS SCREW ANCHOR SCHEDULE FOR MULLIONS EDGEHORIZONTAL St1111111 I FFt,', DISTANCE SCREW EMBEDME EDGE �' O' MULLION SUBSTRATE INSTALLATION -TYPE QTY PER ANCHOR TYPE NT DISTANCE � •F.• E 1/4"MAX. LOCATION (IN.) (IN.) 7 7 °�p s MBED +E MAX.11/8" ANCHOR BRACKET _ A ir MIN.1/2" m I TICAL WOOD 50-2722(PART 6 #12 WOOD ANCHOR 1.5 0.75 OF I MULLION 1 ANCHOR,#8-3/4"SELF O U DRILLING SCREW FROMEACH #230297)BRACMULLIOKET SOC27022 MULLIDE NTO OFTHEE CONCRETE/ ANCHOR BRACKET flO50-2722(PART 4 "¢ITW TAPCON 1.0 2.00(PART#230297) t I BRACKET,STAGGERED AS MASONRY FtoRIRA P1.NR 73THI #230297 e AA n Nc oRDPs D D NECESSARV 70 AVOID ) eoe E.oANSUCH etw. Jae EXTERIOR INTERIOR INTERFERENCE oARu At ti1 ALUM. ANCHOR BRACKET FePE cm of ADO GIRzAnaN H.z9sTa MIN.1-3/8" MULLION/ALUM. 50-2722(PART 6 412 SELF-DRILLING SMS 3 THREADS 2.00 FL#: MAX.2-1/4" /STEEL #230297) F L6067 EDGE DISTANCE NOTE DATE: 10.06.17 _ VERTICAL SECTION _ - NOTE_ n SIDE VIEW-VERTICALALUMINUM MULLION -HEAD, MULLION&C� _ DWG.8Y: CHK.BY; DETAILSSHOWN ARE TYPICAL FOR ALL SILL AND JAMB HAVE AG HFN SIMILAR DETAILS LIP ASSEMBLIES.SEE SCALE: ('\(TS SHEETS 5-10 FOR ALLOWABLE MULLION #: CONFIGURATIONS,SIZES,AND DESIGN DWG. SW D014 e PRESSURES. SHEET OF 10 1 MAXIMUM DESIGN P L.Mutl U RESS ength(In)r ESs RE CAPACITY CHART(PSF; 24.0 20.0 100.0 22.0 ) STRUCTUR Trib AL MULL►ONS_ 2G.0 100,0 100.0 100,Q 2G.0 28.0 30.0 W utary Width(in) (ONE-WAY)100,0 700.0 100.0 32.0 34.0 28.0 ! 100 700,0 3G.0 �'•'""""• 100,0 i00.0 p 100.0 100:0 100.0 100.0 38.0 40.0 30.0 10D.0 100.0 100,0 d2•D 100.0 100.0 1p0. 100.0 44.0 32.0 100.0 100,0 100.0 1pp•4 fl 100,0 100.0 100.0 100.0 4G.0 48.0 34.0 t00.p 100.0 100.0 100.0 100.0' 100.0 100.p 100.0 100.0 100,0 100.0 100.Q ;00,0. 100,0 100.0 SD,D 700,0 100,0 100.p D iDO, 00.0 100. 100.0 100.p 52.0 lJJSjlv6rLjne _ _ 36,4 100, 100.0 100.Q 100. 100.0 100.0 100.0 100.0 7D0,0 100.0 100,p 100.0 100.0 100,0 100.0 100,0 100.0 wNoowF.o"---38.0, _100.p 100,0 100.0 704,p 100.p 100.p 100. 100.Q 700.0 0 100.0 •s 0 T00.0__�pp.p 1 p 100. 140,0 100.0 100.p 100.0 1 OO,O 10p,D AMEPlCAN CRAfiS DO a 40.0 100,0 00.0 700.0 140,0 fl 100,0 100 100,D 100. 100.0 1p 100.0 100.0 PLYGEM WIMN WNDDq'S 42.0 100.0 100,0 140.0 100.0 100,0 ipp 0 100.0 100.p j00.0 100.p 700,p 100.0 700.0 100.p 100.0 1pp4 SILVER LINE W NDows AND DDOPS 44.0 100.0 104.0 100.0 100.0 100.0 0 1 100.fl 100.0 100.0 00.0 740.0 00'0 1 100,0 100.0 100.0--100:0 140.0 00.0 700.0 1 00,0 100 i 100. 4G,0 lOO,p 100,p 100,0 1pQ 4 i 100.0 100,0 100.0' 100 .p 1Db,D NppiN BRUNSW�DRNE 100.0 100, DO'0 100,0 100.0 100.0 100.0 pN:{8001239d,g,DB902 48.0 100.0 100.0 100.0 00.0 100.0 100,p 100.0 100.0 100.0 14Q'p _100:0-_1pp0 700.0 100A 100.b 100.0 100.0 MULLION N N 50.0 100,0 100, '100,0 100.0 100.0 100. 1bD,0 100. 100,0_- 1D0,0 52.0 100.p 100.0 140.0 100'0 100.0 100.0 100 0 - 100.0 104.0 1 100.p i 100,0 100.0 100.p 100.0 i00.0 1p0.0 ;00 54,0 00.0 00.0 100.0 b0.0 100,0 D0.0 tbfl•p 100.0 00.0 i OO,p 4'p 1 100.p 1DD 100.0 100,0 10fl. 1000 1DO,p 100,4 100.p D0. - •0 100.0 100.0 0 100.0 1 5G.0 100.0 100.0 100.0 100.0 4 100.0 100.0 100.0 100.0 00,0 100.0 j 00,0 100.4 - 100.D 100.0 1p0.0 100.0 100.0 100.0 100.p 10QD �00.0 100.0 100,Q m 1p0,4 M-UUION r' °j ¢ O 58.D 10 - 100.0 100. i00,0 100, 00.0 100.0 100,0 ---_t - ^q�-�o �f•��a� 0 0 100.p 100, 00. 0 100.D 4 100. o 60,0 100,p 1 100,0 0 100.0 1 0 100.0 100.0 p 100• N ¢ s ^700.0 100.0 00.0 100.0 10p.0 j 00.0 100.p 1 00.0 100, 100, 0 1 0 �m m a a 100, Q 100. 0 44.0 *t w G2.0 100. pp, 00.0 100. 4 100.0 1pp• 4 100.0 100.0 140.0 100.0 100. � _z 64.0 100,0 100,0 700.p 100.p 100.0 100,Q 100.0 10D,0 100,0 100.0 100.0 100.0 100.0 100.p 100. 100,p 100,0 1 fl `q Q$° --0-W S` 6G.0 100.Q 100.0 100.Q 100.p 100,0 100,0 10p.0 100,0 100,0 100.0 100.0 100.0 99.3 100.4 100.0 100.0 100.0 100.p wL_ wz ' wF ^ m m G8.0 1000 700,0 p 100•D 100,0 D 100,D 100,0 99.1 96.5 97.5 95.9 98.6 99,0 h ti m m 104,0 100 0 100.0 100.0 100,0 100.0 97•5 gq 5 94,2 92.3 94.6 93.6 ON TZ.O 100.0 1D0,0 100 p 700.0 100 0 100.0 100.0 96.5 92.7 g3.2 90 3 87.E 89,6 87.7 86,0 69.3 88,2 8�3 -E-WAY MU�LI© "� 4 T4.0 ! 700.0 100.0 100.0 100,0 9 0.0 95.1 033 86.3 85.� 82.5 82.8 80.4 81.E 79.7 78.0 76.6 79'2 88.1 N DIAGRAMS MARKS a 1 f 91.9 8T.2 83.2 79.7 79.4 6.6 74'2 75.p 73.1 74.6 73.1 »-8 74.2 6THfgCEDITIDN 9Y DATE TABLE- TES_ 76.6 Ae 10/1� 73.9 2 7.3 70.2 1 4 69.9 68.6 70,7 71.5 69,3 68.5 6T.0 6T,5 1, SEE SHEET 67.5 65,8 64.3 63'0 64.5 &CUP pET1 FOR INSTRUCTIONS61.8 2 AILS. ON USING TABLES,SEE ANtl MAYNpipERFC ALTDq(tONp LINEAR INTERPOLATION +�� aEQ M�°MG$f lxy gW110N 11,° 3' SEE THIS SHEET BETWEEN SHEETS 4 F FxowapoA,"R ,LLgfOx REw D 1f 4• ET FOR SPECIFIC MULLION LISTION DI ENS OR TYPICAL INSTALLATION DauMFursE°AEtlsfwRP„•°" �fo SEE SHEET ECIFIC MULLION DIMENSION AND SPANS IS METHODS QUALIFIED fM, 5' ANCNORREFORSPECIFICBR ENSIGNS. ALLOWED. �VALIF�E ���"11ilurrrr,� REQUIREMENTS- ACKETDIMENSIONS. ANCHOR OD:#12 WOOD SCREWS CLIPS •CMU:114"t7 TA CON 'CONCRETE:114" CONCRETE:1/qN ITW TAPCON * N .7 7 0 i 6. INST •METAL;#12 SELF- - -0 S e �- ALLgTION SUBST DRILLING SCREWS A OF RATES: (GRADE 5) " O 1 •WOOD"-ANC--�S SHALL Op SHALL BE S HAVE A MIN,EMBEDMENT '.Ss O •HOLLOW C N.S•G.=0.SS. OF HOLLOW C MU ANCHORS SHALL 1 1/2"&EDGE 015T MULLION AN " farm MU SHALL BE ALL HAVE A MIN,EM DISTANCE OF 0.75", CHOR BRACKET50-272Z rrd 6b1 •CONCRETE ANCHORS MEDIUM WEIGHT BEDMENT FOR WOOD SCREW ORMINUgq(60ch RDWC E No T3s]! 63-T6(PARTg230297) rerctcw eEE�"oaaB CONCRET SHALL HAVE A CONFORMING T OF 1 &EDGE DISTANCE MULLION TO ) E SHALL B MIN, OAST CE OF Fla; �Id0N p�>s METAL CH�S AMIN.4000 PSI, EMBEDMENT OF 1_3/4„M C 90. Z D.:o• :4T MULLION ANCHORING EL SHALE BE MtN LL HAVE A MlN.(3 T &EDGE DISTANCE OF 3.3s FL6067 THICK ALUMINUM 18GA.(0.04S"T THREADS PENETRATION 2" o.3n< - DATE: 10•� M 6063-76,WITH HICK)33 KSI YIELD 1„ BEYOND META O DWG,aY: 6.17 H MIN•EDGE DISTANCE &ALUMINUM SHALL B L STRUCTURE. T _ o AG CHK,BY:NCE OF FOR BOTH ALUM.E MIN,p,l' -� L.00 N r$ HFN AND STEEL. 2723 MULLION ANCHOR�RINCK£T 50-z72z(PART it2302 SALE. PARTPART=5 DwG,a: ALu SHEET $WD014 FOR LU UM(6063-T6) 97) CONCRETE ANCHORING g OF 10 i 7 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) Silver Line � 3 L_Mull W-Tributary Width(in) WEN•DW}..00R} AMERICAN CRAFTSMAN WINDOWS Length(in) 1g;4 1 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 PLY OEM WINDOWS SILVER UNE WINDOWS AND DOORS 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0 ESIWERUNEDRIVE 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100,0 100,0 NORTH BRUNSW ICK,NI 0R901 29.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PH:IeD3s 13A a11a 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 T� 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 N>p ?M 34.0 100.0 100.0 1100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 1 100.0 98.7 94.6 90.8 87.3 2 ; 36.0 100.0 100.0 100.0 100.0. 100.0 100.0 100.0 100.0 100.0 100.0 100.p 100.D 100.0 97.5 93.2 89.3 85.8 82.5 m 100.0- 100.0. 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 96.7 92.3 88.3 1 84.6 1 81.2 78.1 N a; $ 40.0 100.0 100.0 100.0 100.0 100.0 I 100.0 -100.-0--100:0--100.0--100:0--100.0--96.5 -91.9__87.7__83.9 80.4 77.2 74.2 ^�ia G a o a a MULLION F- 47 c[O 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 -Fr_�r.m-ctz_ -o.; m- 44.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97,5 92.3 87.7 83.5 79.7 76.3 73.1P54 67.5 "-T q x +nr o D 46.0 100.0 100.0 100.0 100.0 100.0. 100.0 100.0 100,0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 6-4 5 MULLION W1 a m ; 48.0 100.0 100.0 100,0 100.0 100.0 104.0 100.0 100.0 94.6 89,3 84:6 80.4 76.6 73.1 69.9 67.0 61.8 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81,2 77.2 73.5 70.2 67.1 64.3 59.4 L 52.4 100.0 100.0 100.4 100.E 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 57.1 �ti�' 54.0 100.0 100.0 100.0 100.0 100.0 100.0 195.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 55.0 1 gW 56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9• 65.6 62.6 59.9 57.4 53.0' 58.0 100.0 100.0 100.0 100.0. 100.D 95.1 88.7, 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 51.2 II REMARKS BY DATE 60.0 100.0 100.0 100.0 100.0 99.0 91.9 85.8- 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 '53.6 [45.4 49.5 h w1�� w1-) 6TH FBC EDITION AG 10/17 62.0 100.0 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65,5 62.2 59.3 56.6 54.1 51.9 47.9 64.0 100.0 100.0 100.0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 46.4 TWO-WAY MULLION DIAGRAMS 66.0 100.0 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 45.0 68.0 100.0 100.0 100.0 94.6 87.3 81,1 75.7 70.9 66.8 63.1 59.7 56.8 54.1 51.6 49.4 47.3 43.7 70.0 100.0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 42.472.0 100.0 lOp.O 97.5 89.3 82.5 76.6 71.5 67.0 63.1 59.6 56.4 53.6 51.0 46.6 44.741.2 1+W2 i ' 9TSEtl7Q.0 100.0 100.0 94.8 86.9 80.2 74.5 69,5 65.2 61,4 57.9 54.9 'S2.2 49.7 47.4 45.3 d3.5 40.1 2 DDaNUNn vaR DSF wEDETN.DDCNMFNT. TABLE NOTES: J '� QUALMED ANCHOR CLIPS _? 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS N .7 7 &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED, 5 A OF 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. 5. ANCHOR REQUIREMENTS: � `� � � �' � r���rS nt''''11.1L1 •WOOD:#12 WOOD SCREWS HORESr.NOfl6A '.E MAID.P.L N. 1.1T. •CMU:1/4"ITW TAPCON auuma DROPS.IND Si.E.DANIA RCAOE 0Lw. 33. •CONCRETE:1/4"ITW TAPCON ET PE DAMA o BREACH L ,m.:a MULLION ANCHOR BRACKET 50-2722(PART#230297) •METAL:#12 SELF-DRILLING SCREWS(GRADE S) ALUMINUM(6063-T6) FL Bc 6. INSTALLATION SUBSTRATES: U FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". 41 DATE, zd.(}6•17 WOOD SHALL BE MIN.S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 111&EDGE DISTANCE OF 2". 0.10^- 1.47* 3,15' DWG.BY: CHK.BY: HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. O -�- 0 AG I H F.N CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 031S' SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. - -' DWG.n: SWd01 . •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T ,Do^ I- SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 K51 YIELD &ALUMINUM SHALL BE MIN.0.1" 2723 MULLION ANCHOR BRACKET 50-2722(PART#230297) THICK ALUMINUM 6063-T6.WITH MIN,EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 ALUMINUM{6063-T6) OF 10 FOR CONCRETE ANCHORING 1 MAXIMUM DESIGN P> L-Mutt RESSURE CgpgCITY' Length(in) CHART(PSF):STRUCTURA!MULLIONS(ONE-WAY) 98.0 20.0 22,0 24.0 26.0 26.0 100,0 100.0 100.0 28,0 30.0 W-Tributary Width(in) ) 100,0 100,0 100.0 100.0 100,0 7 32.0 34.0 28.0 100.0 100.0 100.0 OO,D 100,0 100,0 36.0 38.0 40t0 30.0 100.0 100.0 100.0 100.0 f00,0 100,0 100.0 100.0 100.0 f 00.0 100 0 100.0 100.0 100.0 f 00.0 32.0 100.0 100,0 100. 100.0 100.0 100.0 100.0 1 Q0.0 100.0 100.0 100.0 100.0 0 100.0 f 00.0 7 100.0 t00 0 48.0 50.0 0 C UV Li 34.0 100.0 1 100.0 700•d 100.0 100. 700,d t00 d 100 •d 100.0 7 •0 100.0 52.0 J 00.0 Q 100.0 0 100.0 OO.Q 100.0 100.0 t 35.0 100.0 100.0 100,0 100,0 100.0 100, 100,0 100.0 100.0 100.0 100.0 100.0 � eows aoo.: _3g•0 100,0 100.0 100Q 100.0 1 0 1Q0•Q 100, 100.0 100,0 10Q.d f00,p AMENIEA"CRAITSMANWWS,NppW 100.0___1.00.0 100.0 100,0 00.0 100.0 100. 0 100.0 f00,0 100.0 100.0 100.0 s 40.0 100.0 100.0 0 100.0 100.0 100.0 f00.0 00,0 10D.0 0 100.0 SE EA LINEWN OWSo 0MspppAS 100,0 100,0 100.0 100.0 f00.0 idQ.O 100.0 100. 100.0 100. 100. 42.0 100,0 100,Q 100 d 1Do•0 100.0 100 t00.0 1pd,0 100,0 100.0 1d0.0 100,0 100.0 100,0 100.0 100.0 t00.0 1Q0.0 oNESnv¢auNE00NE 44.0 f00,0 100,0 f00.0 0 100:0 7 100.0 100,0 100.0 t00.0 t00,0 NOPCNetepotz344'2�e08902 d6.0 100A 100.0 100.0 100,0 100,p 00;0'-700,0'-100.0- 100,0- 100.0 7 D0.0 t00.p 100.0 i000 MULLION „az N 00,0 100.p 1 100,0 100.0 100.p 100.0 100.0 100.0 100.0 100.0 1QD,0-_ 100.0 f00.0 1 d8.0 f 00.4 100.0 100.0 1 100.0 100.0 f 00.0 _700,0- 50.0 1Q0.0 100.0 7 100.0 100,0 100. 00.0 700.0 100,0 1 .0 t00.0 0 100. 00 100.Q 100.0 7 5$0 100.0 100.0 Od.O 100,0 100.0 D 100.0 100,0 100.0 D. -- 0 Q 00.0_ 100,0 f iDO, t00.0 100.0 100.0 fDO,D 100.0 1 00.0 t00.0 100.0 100, fOd,O 100.0 1Q0,0 0 100,0 700.0 700,0 100, 100.0 100.0 00.0 54.0 100.0 100.0 0 1D0.0 100.0 100.0 100.0 100.0 100,0 0 f00.0 f'00.0 1d0, -- � �1 56.0 100.0 100.0 f00.0 100.0 100.0 7 100.0 100.0 7000 100.0 100,0 0 t00.00 _ 100.0 100.0 100.0 100.0 100.0 100.0 100.0 00.0 100.0 100,0 100, 100.0 700• E 58.0 100,0 0 100. MvuioN �i ll cc 100.0 100.0 100.o foo.o 1oD.o 1od.o foo. 1od.o 100.o t 100.0 100.0' 1 60.0 f 00. 100.0 100.0 f 00.0 f 00.0 100.0 0 100.0 t00.p 00.0 100.0 100, 00.0 100.0 700.0 1 62.0 0 100,0 f00.0 100.0 100.0 100.0 10D.0 1D0.0 100,0 100.0 100. _ _ 100.0 0 104 Q 00.0 100.0 100,0 100.0 100.0 7 lOD.O 100.0 100. 700.0 100.0 100.0 100.Q 100.0 f00.0 84.0 f 00.0 100.0 f 00.0 00.0 100.0 Q 100.0 100.0 a. �..,� J uf� 10Q. 100.0 100.0 "2 �� 55.0 100.0 100.0 f00,0 100,0 70Q 0 100.0 100,0 D f00.0 100.0 100.0 wz-� w2 100.0 100.0 100.p f00.D 100.0 100,0 100.0 t00.p 100.0 99.i 96.5 99.3 97.5 95.g 100.0 99.6 68.0 100,0 100.D• 100.0 100,0 100 0 100.0 f00.0 97•5 94.5 94.2 92.3 9 ' 91.9 gQ 7 4.6 g 70.0 tOO,d �Q0 D 100,0 100,0 10Q.p 96.6 93.2 90.3 89.6 87 7 89.3 3.6 92.8 _ f0o.0 100.0 96.5 92.7 87.7 86.0 84,6 88.2 87.3 ONE-Wq 72.0 t00,0 100,0 100,0 1000 97 f 92.8 89.3 86,4 85.5 83.5 83.4 825 Y MULLION DIAGRAMS 74.0 100,0 f00.0 100.0 1 98.4 93.6 89,0 85.8 83,9 81.7 79.7 81.8 80,4 79.2 f00,0 100.0 Q0.0 100.0 95.1 89.3 85.7 82.9 80.4 78.0 T6.6 78 t REMARKS 1o0.0 97,3 90.3 86.1 82.5 79,7 77,2 78.2 76.3 74 6 75.3 74 2 By DATE 91.9 87.2 79.5 79.4 72 1 73.1 73,1 71-A 6TH I EDITION 83,2 79.7 76.2 76.6 74.2 T2.1 71.4 69.9 70,7 AG 10/17 TABLE NOTES_ 73.D 70.2 70.2 68.5 67.0 68.6 675 67.7 65.5 63 5 65.7 64.5 61.8 60.2 58.9 1• SEE SHEET 1 F &CLIP OR INSTRUCTIONSSN[gANpInFFIFtEp Npt Cb D MIipNA3>ECH DETAILS. ON USING TABLES. FpoM E"E�°;�MFis ouFSE,nFp�F rop 2 LINEAR INTERPOLATIONSEE SHEETS 4 FORTYPICAL ENGNEEfl Op Ap vLL E BET DO MEWSF°AEA u,.1 3, SEE THIS SHEET F BETWEEN LISTED n PICAL INSTALLATION M _ 4, SEE SHEET 3 FOR SPECIFIC IFIC ETIpIMENSIp�DIMENSIONS METHODS \\�\'il h, WIDTHS qNp SPANS IS ALLOWED. (� 5 ANCHOR REQUIREMENTS: QUALIFIED ANCHOR Ci��''� •WOOD:t412 WOOD SCREWS HC�►1 CLIPS •CMU:114"ITW TAPCON '1k ' N 7 7 O •CONCRETE:1j4"tT 71} •METAL:#t12 SELF-DRILLING TA ? O S A OF :Ct 6, INSTALLATION:#12 S DRILLING SCREWS WO SUBSTRATES (GRADE 5) 0 lop, WOOD"'-- ANCHORS SHALL HAVE A •H 006O ALL BE MIN, MIN.EMBEDMENT OF 1_ \�` S.G.=0,55, 1/2"&EDGE M-"ULL�ON AN�HpR BRACKET SO- 'FJ HEA61E;gTF!!11 t i t s`t\\ DI NORERT,P.E HOLLOW�M U ANCHORS SHAIt HAVE STANCE OF 0.75" -1 S.DD" ..��2722 "a E.BopN�A U SHAH BE MEDIUM A MIN,EMg FOR WOOD ALUMINUM(6063-T6)-'"T230�) EePE cEN°7"a eE •CONCRETE ANCHORS S UM WEIGHT EDMENT OF 1 S HALL CONFORMING T &EDGE DISTANCE CREW OR MULLION TO MULLION FL a: TO CONCRETE SHALL gE MIN HAVE A MIN.EMBED O ASTM C 90, OF 2 ANCHpRING •METAL ANCN 4000 PSI. MENT OF pap-- �L606 STEEL L ANC B RS SHALL HAVE A MIN. 1 3j4 �E EDGE DISTANCE :.pr z.0z THICK ALUMINUM BEMIN,18 GA. (3)THREADS P OF 20 O.:S• O + DATE; 10.06.17 (0.045"THICK)33 KSI YIELD BEYOND -�- DwG.BY; 6063-T6.WITH MIN. &ALUMINU METAL STRUCTURE. O AG CHK.aY: EDGE DISTANCE OF 1"FOR M SHALL BE NTS 1iFIV BOTH ALUM. MIN,p,1" 2.00---� sca�E: AND STEEL, MULLION�ON_ANCHOR BRACKETS 2_724 Dwg.a: S WD014 AL_ UM M(60637 6)222 PARTail-�gdz� SHEET FOR CO NCRETEANCHORfNG OF IO t } MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF);STRUCTURAL MULLIONS(TWO-WAY) S11ver Line wlNpaw E•ppoAR• I L-Mutt W-Tributary Width(in) AMERKAN(AAFTSMAH WINDOWS Len th in PLY GEMWINDOWS 9 ( ) 18A 20.0 22.0 24.0 26.0 2&0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46-0 48-0 50.0 52.0 SILVER LINE WINDOWS AND DOORS 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 ONE SILVERUNE DRIVE 26.0 100.0 100.0 100.0 100.0 100.o 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTHDRU14 ICR,NI 08902 3A-0 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30.0 100.0 100.0 10Q.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 " PH:jBDD)2 228 i Z v 32.0 1Q0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 E 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 i 00.0 98.7 94.6 90.8 87.3 n L� to ',6§ w s _ 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 '97.5 93.2 89.3 85.8 82.5 N a o g"4^$ 38.0 100:0- 100.0-'100.0 -100:0 -100:0 100.0 -100.0-100.0--100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 en p� o n 3 S 40.0 100.0 100.0 100.0 100.0 100.0 100.0 10Q.0 100.0 100.0 100.0 100.0 96.5 91.9 $7.7 '83:9--$0:4-77.2- 74.2- - _L-__ _ _ q g Z q s m" 42.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67,5 _T MULLION �i¢ 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 9B.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 MULLION W2 M 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 -1 � 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.0 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59,4 L Ln 52.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 r' I- W 54.0 100.0 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 W2 ( '}L n a 56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 �IL REMARKS By PATE 58.0 100.0 100.0 100.0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 67.9 55.4 53.2 51.2 60.0 100.0 100.0 100.0 100.0 99.0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 (-w1-��w2-� 6TH FBC EDITION AG 10/17 62.0 100.0 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9 64.0 100.0 100.0 100,0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 TWO-WAY MULLION DIAGRAMS 66.0 100.0 10Q.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.It 45.0 68.0 100.0 100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 �1.33.1 59.7 56,8 54.1 51.6 49.4 47.3 45.4 43.7 70.0 100.0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 58.0 55.1 52.5 50.1 47,9 45.9 44.1 42.4 4NRM4YNpt AERERAETU44 WNOR pNS lOPASPF<el SttE IE S0E CCINppiONS GUSE IHSTALUTIDN iD tMMTE 72.0 100.0 100.0 97.5 89.3 82.5 76.6 71.5 67.0 63.1 9.6 56.4 53.6 51.0 4$.7 46.6 44.7 42.9 41.2 IPOM TNF PEDUiR[MENTSpEY41lEp NEPFw,4UCENSFO TRIBUTARY WIDTH=W 1 ENGINEER OR ARCNItFR 5114LL PREPAPE Sef SPfDEIC 74.0 100.0 100.0 94,8 86.9 80.2 74.5 69.5 65.2 61.4 57.9 54.9 52.2 49.7 47,4 45.3 43.5 41.7 40.1 ERxVMOVTs foxvssw"a TNapoaIMENT. TABLE NOTES: QUALIFIED ANCHOR 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS CLIPS �* i N,.7 &CLIP DETAILS. S A OF g 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. °� O 19� 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. S. ANCHOR REQUIREMENTS:4. SEE SHEET 3FOSPIFIC BRACKET DIMENSIONS. 0 ''1L���NCi�S,``` NEALE9[I.7CUR& P.E. •WOOD:#12 WOOD SCREWS FWRIOA P. Np7 a •CMU:1/4"ITW TAPCON D9e E 6URDwc DROPS,AEC DAHU IA EAa Aw. aDe BEACH R 33� s CONCRETE:1/4"ITW TAPCON SHPE CERE,OF AMOITIZATION N.nVa •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) _MULLION ANCHOR BRACKET 50-2722(PART#230297), FL III: 6. INSTALLATION SUBSTRATES: - 1.00. ALUMINUM(60O MU I I FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 10.06.17 WOOD SHALL BE MIN.S.G.=0,55. cHx.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". DWG,BY: D.1o"- xor ear O AG HFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. +TF+ +1 SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 0.250" CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SWD014 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1.DD"- SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" MULLION ANCHOR BRACKET 50-2722(PART#230297) OF 10 THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. 2724 ALUMINUM(6063-T6) FOR CONCRETE ANCHORING F MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) L-Mull W-Tributary Width(in) [ Silver Line Length(in) 3 ?8.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 3d.0 36.0 38.0 Q0.0 42.0 d4.0 46.0 48.0 50.0 52.0 WINDDwF•¢oDps- a 24.0 100.0 100.0 104.0 100.0 144.0 100.0 -Co 0-0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.Q 100.4 1OO.Q AMERICAN CRAFTSMAN WINDOWS 26.0 100.0 10p.0 100.p 100.0 100.0 100.0 100.0 100.a 100.p 1Q0.0 100.0 10Q.0 100.0 100.0 10a.0 100A 100.p 100.0 PLYGfM WNDOWS SILVER LINE WINDOWS AND DOORS 2$.0 100.0 100.0 140.4 100.0 100.0 100.0 100.4 100.0 100.0 1Q0,0 100.0 100.0 100.0 100,0 100.0 1 00.4 100.0 140,0 ONESILVERUNEDRNE 30.0 100,0 100.0 100.0 100.0 100.0 104.0 100.4 iQ0.0 100.0 100.0 1pQ.0 100.0 1p0.0 100,0 140.0 140,0 100.0 100.0 NO RTµ¢AUNSW)CK,NIDA4D2 PN:(R¢0)134d22R 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100'0 100.0 100.0 100,0 140.0 100.0 100.0 10a.0 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 1Q0.0 104A 100.0 100,0 100.0 100,0 100.0 100.0 u N Z^ f 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ui x y m 38.0 100.0 100.0 1p0.a 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 -Too 00.0 100.0 100.0 100.0 100.0 140.0 100.0 d0.0 100.0 100.0 100.0 100:0" 100:0- 100.0 1000 1000 100.0 100.0 1000 100.0 100.0. 100.0_100.0_ 100.0_ 100.0__100.0 MULLION "N Z_o CC- $ 44.0 100.0 100.0 100.0 100.0 100.0 100.0 i00.0 100.0 100.0 100.0 i00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 - - -r L G _(D�_ =x'd4.0 1p0.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1p0.0 10fl,0 � ~�w�z Z L MUtUON a z o o W; 46.0 100.0 100,0 100.0 10p.0 100.0 100.0 100.0 100.0 100.0 100.E 100.0 100.0 tOp.O i00.0 100.0 100.0 100.0 i00.0 48.0 0.0 100.0 1p0.0 1fl0.0 100.0 100.0 100.0 100.0 100.0 1p0.0 10Q.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 my �� m�'-3,-- To 50.0 104.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 .100.p 100.0 100.0 100.0 100.0 100.0 140.0 100.0 100.0 100.0 52.0 100.4 140.0 100,0 1Q4.0 100.0 100.0 100.0 100.0 100.4 100.0 100,0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 { wl n�'x r 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.p 100.4 100.0 100.0 100.0 100.0 WR I~W 1 w a �� 56.0 100.0 100.0 100.4 100.0 100,0 100.0 100.0. 100.4 100.0 100.0 100.0 100,0 1Q0.0 14p.0 10p.0 100.0 99.6 99.0 ~�58.0 100.0 100.0 100.0 100.0 100.0 100.0 100.4 100.0 -To00 100.0 100.0 140.0 99.3 97.5 95.9 94.6 93.6 92.8 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE 60.0 100.0 100,0 100.0 100.0 100,0 100,0 100.0 100.0 100.0 100,0 99.1 96,5 94.2 92.3 90.7 89.3 88.2 87,3 6TH FBC EDITION AG ipjll 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100,0 97,5 94,5 91,9 89,6 87,7 86.0 84,6 83.4 82.5 64.0 100.0 100.0 100.0 100,0 100,0 100.0 100.0 100,0 96.6 93.2 90.3 87.7 85.5 83.5 81.0 80.4 79.2 78.1 66.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81.7 79.7 78.0 76,6 75.3 74,2 68.0 100.0 100.0 100.0 100.0 ip0.0 E98.4 [87 97.1 92,8 89.0 85.8 82.9 80.4 78.2 76,3 74.6 73.1 71.8 70,7am nmrm 70.0 100.0 100.0 100.0 100,0 100.093.6 89,3 85.782,5 79.7 77.2 75A 73.1 71.4 69.9 68.6 67,5SxA MAY NDt qE EC AC VAt[DN¢RIONS EORA SPW{I nF6ESU(E¢0 100.0 100.0 100.0 100A 100.090.3 86.1 82.5 79,4 76.6 74.2 721 58.5 67.0 65.7 64.5FN¢IxFFpmpR<xnE<7BL TES: 100.0 10p.0 100.Q 973 .2 83.2 79.773.9 71.5 69.3 67.5 65.8 64.3 63.0 61.8 TABLE NOTES: ```,`` 0r����''''' 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS ��LIFIED ANCHOR CLIPS ? :'�� s &CLIP DETAILS. N .7 7 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. ti S A OF p 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. .. � i d . 0 tot'':'• �✓�� S. ANCHOR REQUIREMENTS: 1 �� �s I • •WOOD:#12 WOOD SCREWS `� fii�`s O s CMU:1/4"ITW TAPCON Prat. D'umg PC.Ne lme +CONCRETE:1/4"ITW TAPCON euuDwc D DAN DRwEL n+c 2� U 9GOi RVM/STB *METAL:#12 SELF-DRILLING SCREWS(GRADE 5) MULLION ANCHOR BRACKET 50-2722(PART#230297) DARK eEAa.n awo4 BPE CERT.OF AUti{OEI2ATWN xo.1931¢ 6. INSTALLATION SUBSTRATES: ALUMMUNUM LLION T0 MULLION O3MU ANCHORING) FC#: FOR WOOD SCREW OR ULL O *WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.7511. F L6067 WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". MID— 125' 4A0• DATE: 10.06.17 OLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. O DWG A G CHK H HFN •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4".&EDGE DISTANCE OF 2". D375- CONCRETE SHALL BE MIN.4000 PSI. SCALE: NTS •METAL ANCHORS SHALL HAVE A MIN,(3)THREADS PENETRATION BEYOND METAL STRUCTURE, T-_ DW6'u: SWD014 STEEL SHALE BE MIN,18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.11, 12728 MULLION ANCHOR BRACKET 50-2722(PART#230297) SHEET THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 ALUMINUM(6063-T6) OF 10 FOR CONCRETE ANCHORING Silver Line MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) wTN obws.00 DA• u W-Tributary Width In Len th in 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46,0 48.0 50.0 52.0 AMERI[LY GEM WINDOWS PLY GEM WINDOWS 24.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 SILVER LINE WINDOWS AND DOORS 26.0 00. 100.0 100.0 '100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0, 100.0 100.0 100.0 100.0 100.0 100.0 ONESILVERUNEDRNE NORTH BRUN9WICK,N108901 28.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PH:IeoO)T3N.azle 30.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 1 99.0 1 v 32.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 nxz Lim 34.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 ^I z a E 36.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85.8 82.5 CRT�`-I - �§ e 1 38.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 °= o'6% " F 0'4 $- 40.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 m o g oJi - 42 0 00: 100:0 100:0 100:0 100:0 100:0 100:0 100:0 100:0 -100:0 -96.7--91:9-_L_--83.5---79.9--76.6__73.5__Z0.7_- _-__ _ _ --_ __-__ -'b L- Z-o�Qg -m--- 44.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 �- 46.0 D0. 100.0' 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 .MULLION `¢¢ ZI ; MULLION wx C 48.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 . 80.4 76.6 73.1 69.9 67.0 64.3 61.8 N m DO 50.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59.4 52.0 00. 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 L Nn N N 54.0 00. 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 WLw H ¢ <a 56.0 00. 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 o 58.0 00. 100.0 100.0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 53.2 51.2 60.0 00. 100.0 100.0 100.0 99.0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 41.5 I REMARKS BY DATE 62.0 00. 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9 I-Wl-��WT 6TH F8C EDITION AG to/iT 64.0 roo.q 100.0 1100.0 1 100.D_j 92.8 1 86.1 1 80.4 I 75.4 70.9 1 67.0 1 63.5 1 60.3 1 57.4 54.8 52.4 50.3 48.2 46.4 66.0 00. 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.4 45.0 TWO-WAY MULLION DIAGRAMS 68.0 00. 100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 63.1 59.7 56.8 64.1 51.6 49.4 47.3 45.4 43.7 70.0 00. 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4 THE INS 72.0 00. 100.0 97.5 89.3 82.5 76.6 71.5 67.0 63.1 59.6 56.4 53.6 51.0 48.7 46.6 44.7 42.9 41.2 ANDMAYNOEREEITCTA NALCONDIUATIONI"DENTTIONS FORA CITI ERE li EDE[DNDITIDNE UUSF INSTADATIDNTD DFVIATF 74.0 00. 100.0 94.8 86.9 80.2 74.5 69.5 65.2 61.4 57.9 54'.9 52.2 49.7 47.4 45.3 43.5 41.7 40.1 TRIBUTARY WIDTH=W+W ENGINEFRONITHER OR ARC ENCT TS DIETAIUD NIFEIN•A UCENECD Z DOCUMENTS fOR UEE WRNTHIE D-INTECITIC \\\%%I III��' TABLE NOTES: E.`� QUALIFIED ANCHOR CLIPS 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS * N .7 7 &CLIP DETAILS. ' 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = b 5 A OF )3 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. �� O 10, 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. 5. ANCHOR REQUIREMENTS: 0� •WOOD:412 WOOD SCREWS "nom`4o/rb.� i»e BUILDING DROPS,INC •CMU:1/4"ITW TAPCON ao•E NIA R ACH, BLw./DSe •CONCRETE:1/4"ITW TAPCON ( ) DANIA BEAEDE EL vDw MULLION ANCHOR BRACKET 50-2722 PART#230297 F19PE CUT.w AUTHDTNtATION NI.mne •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL 4: 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75"• DATE: 10.06.17 WOOD SHALL BE MIN.S.G.=0.55. -0.Lo - 3.ZS• 4.00 DWG.BY: CHI.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". O AG HFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. O °•315" SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". CONCRETE SHALL BE MIN.4000 PSI. DWG•b: SWD014 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T 1.00• I- MULLION ANCHOR BRACKET 50-2722(PART#230297) SHEET STEEL SHALL BE MIN.18 GA.(0.04511 THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2728 ALUMINUM(6063-T6) O OF 10 THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 FOR CONCRETE ANCHORING Home Improvement Agreement: Pagel Home Depot License #'s - For the most current listing www.Homedepot.com/LicenseNumbers FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 David Wilson Salesperson Name: Registration No. (if applicable): 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. Valinaggi ohn Tampa j 1-SDEPDXW J Customer Last Name Customer First Name Store#/ Branch Name; Customer Lead/ PO# 5418 4th st Zephyrhills IFL 33542 Customer Address City State Zip (352) 277-6561 1 johnvalinaggi@yahoo.com Home Phone# Work Phone# Cell Phone# Customer Email 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' I customercancellationsouth@homedepot.com Service Provider Email Address j 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 IFOR PICKUP BY HOME DEPOT OR SERVICE PROVIDER, 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 HOME DEPOT GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE F YOUR RIGHT TO CANCEL. Acknowledged by: P 02/05/2020 Customer's Signature Date Contract Price and Payment Schedule : Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. Contract Price: $ 8715.00 Includes all applicable taxes. Excludes finance charges.* Sales Tax: $ 10.00 (If applicable) I *Maximum deposit ONLY applicable in MD, MA, ME(339161), NJ, WI(99%) Dep. 18716.00 % Deposit Amount $ 8715.00 Remaining Balance $ 0.00 The Home Depot-2455 Paces Ferry Road, N.W.Bldg.B-3,Atlanta,Georgia 30339-C i stomer Care: 1-800-466-3337 4601`I HDE Customer Agreement(24 Jul.18) v 0.1.8 Home Improvement Agreement: Page2 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 1windows A more detailed description of the work to be performed is included in the section entitled Scope of Work which appears on page 0 of this Agreement. Anticipated Delivery Date/Installation Schedule Approximate Start Date: 04/01/202o Approximate Finish Date: 04/29/2020 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;no charge. By providing your consent and verifying your email address above, you confirm that you have access to a computer that can receive and open emails and PDF documents. B itia ing this paragraph, I consent to receive only electronic records related to this transaction. j Initial Acceptance 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 incomplete. (Service Provider's/permitting information may need to be provided to You later.) By signing, you acknowledge that you have read, understand, and accept this Agreement in its entirety, including the General Terms and Conditions and State Supplement, if any. You further acknowledge receiving a complete copy of this A reement. Keep it to protect your legal rights. j X 02/05/2020 The Home Depot Customer's Signature Date Service Provider Name X 1 102/05/2020 9208 Florida Palm Drive Co-Signer (if applicable) Date Service Provl er Address X 02/05/2020 I Tampa I IF 33619 Signature On Behalt of Home Depot Date city State Zip I Service Provider Phone Number Service Provider License Number i i I The Home Depot-2455 Paces Ferry Road, N.W. Bldg. B-3,Atlanta,Georgia 30339-Customer Care: 1-800-466-3337 460FI HDE Customer Agreement(24 Jul.18) v 0.1.8 �INSTR#202002S647 OR SKI00,55 PG 2832 Page 1 of 1 02/19/2026 10:54 AM Ropt:2136847 Rao:10.00 DS:0.00 IT:0.00 4 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller -.-- Permit No. Pence;10 No �j NOTICE OF COMMENCEMENT state of i Caun►Ya j tJ°� '�" I THE UNDERSIGNED hereby gives nation that improvement will be made to certain fast property,and in accordance with Chapter 7"%FF/Wdda Statutes, WnovAng Information Is provided in this Notice of Cornme...ent: -.�. .Z 7r1f:7Q I• /i7 �+ t. Description of P ropodw-PParceoi7tdenttrNccaupNo.. J / StmetAddracs: J [ t0 Z I��JT �-, �_J � .3-21�12+ 2. General Description of Impro�'�f t ✓'•.ten l�Cll W j�Y 3 own IF t ation or asseo Information III-tosses cordraded for the Improvement: Address D City State Interest in Property: A- Y'a._Vn Name of Fee SImpieTitleholder (Ifdifferent from Own r hede i 4, Address 9208 r area Palm DrFve i slate Name �' Q Address C t .Lo Zto�'�,a ' �y vvv-r-cr-- tte ve c n lm c W�'eTeIat onaN a: i S. Surely: Name � Address City I State Amount of Bond:S Telephone No,: S. Lender. Name Address City State Lenders Telephone No.: 7. Persons within the 8fate of Florida deWgna owner upon whom notices or other documents may be served es provided by Section 713L13(1)(a)(7j,Piorlda Statutes: Name i Addrstta Stria Telephone Number of OBsignated Parson: I S. In addition to himself,the owner doewtates 01r _ to receive a copy ofthe Uenors Notice as provided In Section 713.13(1Xb),Florida stahrtes. Telephone Number of Person or Entity Designated by Owner: I 9. Er4n m n data of Notice of Commencement(the ergivation date may not be before the completion of construction and final Payment to the contractor,but Will be one year from the date of recording unless a different date Is spocille# t:WNG TO OWNER ANY PAYidENT6 ItAOE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF�?tT CO"StOEULT IN YORDEDAND POSTED ON THE JOB SITE BEFORE THE flRST INSPECTIONH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECOt?QiNG YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury.I dodare that I have read the foregoing of commencement and that the fads stated therein are true to the best or my knowledge and belief. STATE OF FLORIOA COUNTY OF PASCO S" reofOvmerorLessee, �a llejseesi utrrori�ed rOlreetartPerta«nJtar+ IKI Ail$Ca,11.(j pP,C,E-s/ f—=N SignatoWs-b Titie/ORWe The foregoing Instrument was acknowtedged before me this y.,day of 2&_ 4>Z f as 1thi ( of a !y,ax'.officer,tnasteo.attorney In feet)for of rtyon of lnstnttneatwasexacuted). rt 'I YYfNU Personally Known 1328 Produced tde tiTicattat lu, hbfary Sigr+ahne Type at ttjesttdicattatt Ftodttoed ��•��`` . � . ,,Name(Flint{ _1.�-�•-�-tf o t..�� onwim WNW EnIft wpdatafbcsfnoNeaeanmrnroemertt�3048 taufnNlU rMrrjewPaAgo Nft ' i Stata Of Mt1da,C®Unty Of Pa cco This is to certify that the foregoing Is a true and correct copy of the document on file or of public record in this office. Witness my hand and official sea!this . e �day of 2 02C a . Nikki Alvarez-Sowies,Esq.,Cler &Comptroller ��� Pasco County,Florida By ,Deputy Clerk • y F`O!1lOH City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: I Date Received: Z— Zo—Oq Site: ���� 1{ (S Permit Type: /���►C/O�r1 / �fy �GC� -S��' Approved w/no comments:❑ Approved w/the below comments: Denied�w/the belo omments: ❑ (/,Ieet �A., f! / I i I i I This comment sheet shall be kept with the permit and/or plans. FEB 2 3 020 Kalvin Switzer— xaminer Date Contractor and/or Homeowner (Required when comments are present)