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18-19936
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 1993 BUILDING PERMIT PERMIT INFORMATION _ = LOCATION-INFORMATION Permit Number: 19936 Address: 6618 FOXMOOR DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: SILVER OAKS Est. Value: Parcel Number: 03-26-21-0120-00000-0570 Improv. Cost: 12,585.00 OWNER INFORMATION Date Issued: 7/13/2018 Name: PUGH LAUREN & ROGER Total Fees: 157.50 Address: 6618 FOXMOOR DR Amount Paid: 157.50 ZEPHYRHILLS, FL. 33542 Date Paid: 7/13/2018 Phone: 813-420-0501 Work Desc: REPLACE 12 WINDOWS S/S CONTRACTORS APPLICATION FEES THE HOME DEPOT BUILDING FEE 157.50 Moo/ Ins ections Required FOOTER 2ND ROUGH PLUMB MIS(; 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 reins'pection,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 OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 6 v [LT ;/UW/ 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 V Building Department Date Received p Phone Contact for Permitting ( i p—_7�/,[tLo rY' Owner's Name /- / Owner Phone Number Owner's Address &&/'Ja JC ��d r Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS G /ram D m00e— LOT r� SUBDIVISION �( r/.er C.Ct/t f PARCEL ID# D3� Z� Or'Z(7,Doc�o•O r?0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSEDH. ,:�NEWCONSTR e ADD/ALT SIGNDEMOLISH PROPOSED USE of Q COMM = OTHER TYPE OF CONSTRUCTION r BLOCK 0 FRAME a) = STEEL Q '.) DESCRIPTION OF WORK 1 W '� t sl W C( (, ' BUILDING SIZE SQ FOOTAGE[—= HEIGHT BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ O A P SERVICE PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ _�{5� /fir/� =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION (,l �JV/3KK!! � 1 =GAS = ROOFING D SPECIALTY = OTHER or FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA '=YES NO {{ BUILDER COMPANY 44P)� O SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address 7-04) �l�"t �'t T pL License# l0 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREr. I Y I N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIt111i1111111I1111111111111i • 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 wl Silt Fence installed, Sanitary Facilities&1 dumpster,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 date. Required onsite,Construction Plans,Stornwater 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. (AfC 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(PloVSurvey/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. 1 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.112.03) OWNER OR AGENf/e CONTRACTOR •�� ASubscribedV2rMed) t ' Subscribed and sworn o(or ff med)b reme i� j duced Who's/r ersonally know meorhas/hav produced . as id ntification. Nolary Public Notary Public Commission NCommission No. NancyJ.pauild Name of Notary typed,printed MRrageJ.Parini Name of Notary typed,printe o t�mfred;c t I �gAYASS ; � , -!!',STATE OF FLORIDA oa NOTAR PUBLIC •� y STATE OF FLORIDA Y �` �� Commll GG079891 ` t =Comm#f GG079891 s%t E t'l Expires 4/28/2021 y= . a 12021 F��1 Expires ./28 Plan Review Windows & Doors . 1). :Need manufacturing install.atiorrspecifications: 21. Must meet sections R308 and R612 of the 201.7 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 (frarriing, plumbing;and..mechanical) unless otherwise specified.: . 5.) This is-for replacement (glass for glass.). nly.. If.you,wish to change from kreen..orvinyl windows to.glass; then additional information is-reguired. 6) All windows to wall conn.ectio.ns shall be left visible for. inspection. 7) qll labeling and-stickers shall remain:on,windows.until.final inspection: 8.). No Work shall start without permit first'.. . L ' Home Improvement Agreement: Page 1 Home Depot License Number(s): Visit www.homedepot.com/c/SV_HS_Contractor_License_Numbers for latest license info FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 Salesperson Name: Isaac Gonzalez Registration No. (if applicable): Home Depot U.S.A., Inc. ("Home Depot") or service provider named below ("Service Provider") will furnish, install or service the equipment listed below at the price, terms and conditions as outlined on this form. PUGH ROGER I Tampa I 1-61YXOUD Customer Last Name Customer First Name Store #/ Branch Name Lead/Customer Order# 6618 foxmoor dr I ZEPHYRHILLS FL 33542 Customer Address City State Zip (813) 420-0501 I rap6152@gmail.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 HOME DEPOT USA INC., 2455 PACES FERRY ROAD, BLDG. B-3, ATLANTA, GEORGIA 30339 or EMAIL The Home Depot 1 @ 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 PAYMENTS 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 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 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 OF,,Y9UR RIGHT TPLJC.,ANCE . Acknowledged by: 06/06/2018 Customer' ignatur Date Contract Price and Payment Schedule : Payme t 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: 112585.10 Includes all applicable taxes. Excludes finance charges.* Sales Tax: 10.00 (If applicable) 'Maximum deposit ONLY applicable in MD, MA, ME(3301o), NJ, Wl(99%) Dep. 125.0 % Deposit Amount 13146.28 Remaining Contract Balance 19438.82 The Home Depot-2455 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339-Customer Care: 1-800-466-3337 Customer Agreement(C,E,I)(31 Jan.18) v 50.1.2 Home Improvement Agreement: Page 2 * Finance Charges : Any interest payments or other finance-:charges will be determined by Customer's separate cardholder or loan agreement, to which: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 payments made payable to 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 : A detailed description of the work to be performed is included in the paragraph entitled Scope of Work or Specification which is included in this Agreement. Anticipated Delivery Date/Installation Schedule Approximate Start Date: 08/01/2018 Approximate Finish Date: 08/29/2018 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 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. By ' ' ialing this paragraph, I consent to receive only electronic records related to this transaction. Initial Acceptance and Authorization : By signing below, you authorize Home Depot to: (a) arrange for Service Provider to perform any Services 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 or permitting information may need to be provided to You later.) By signing, you acknowledge that: (1) You have read, understand, and accept this Agreement in its entirety, including the General Conditions and State Supplement, if any; (ii) You are receiving a complete copy of this Agreement; and (iii) all rights and interests under this Agreement are solely vested in the person listed as "Customer" above. X v 06/06/2018 The Home Depot Customer's Signature Date Service Provider Name X I 4Z 1 06/06/2018 9208 Florida Palm Drive Co-SigXXif applicable) Date Service Provider Address 06/06/2018 Tampa FL 33619 ur a f f Ho epot Date City State Zip MVendor/Service Provider Phone # Service Provider License Number The Home Depot-2455 Paces Ferry Road, N.W.Bldg. B-3,Atlanta, Georgia 30339-Customer Care: 1-800-466-3337 Customer Agreement(C,E,I)(31 Jan.18) v 50.1.2 - .. .,. A .... ..,re a..,.... a. .e.YY• ,'3'":s:'s:'JA'r'.v "I': .:.},:: -(1..7�i.;t. .d"+�• •'.4t.t' � - - Via' .. --_._ Ut� J �' aE f('j.�q, .J(7�J�Lt^ �'. r � �•',r'' ^-i �. £, r r' tt , e , : r •;•r:i., G jig � - :,F:. _ � .. �`r$„�^i,f.ry..;-:p�,*-•r„ari� 'Pe . : '-�`' I .. .. "x- %'� � � - , •may V ig��� �vi, r.. O. i 23 19 FbP 1^ t•�, i`3 S.S n x „ S.f•i ;f. :j, M' 6e { a'i' •t ti•-Y:t:'•VP `.'r. .3. V , , x •k. '.. u�Y N a-'• �.d nP. j `f "r. t t' >y; d: py x '3 3' f gl q y 1•a • • 1, i3s,pt a �. E•x' f� f D� 'sk'S f, rs S • „ , P .� •t• 2:( _ fr f:t„ �'.'k•..ic' t f fl `t r C k Y� ;k'f. �is`a•' V fit.,,. `.✓ �,'a�`'i` p'Jt••': :V .d xt' .t G. a, r ��•' y4, ,t �'g•:' ,b •t, '•3' Q'. t t. •'�'%V�j •'xTt a .w„ r T -s'•.�'.. ,t,.:aYa:���{ r•.rer,<','ai'z•'tt'.¢x.r .':3.,.>iv 1"`"+'�r`ai`i''i�",+;' }'. =.'j.'i :>s.,.�, tt.n;`<.:... . ,( :.,;f:••_:d: � 4,a,i,..n`,'<. ' ,�:$;e,:,.;°*"4- . .t '1;,1 a,.ts(.;. 1•,.L:, .<�,,gc«-;.Y;'«tir.:: 'Fi''.;�Y'; '';ii� f• g 3'e<r. i '•.'eF:,s'.�t'". 'i,. ''•�i�' ,✓Tx,:it_:p.-l:".'v" �ti"; :1"'•Y .r} F^ ..f •'i. _ i's�'?tY t'- 3''S`:::i -:�:, r''•- .y,%••..F< t. TTPP .. .- ." -.. ...E-.. _.. ...,_ _ .. .. _,-. .__ .,. .__ -.�. .,,f, ,_._ •..»i.i',,.,_ d r� F>:�.'d_ -.t ,-. _. _ , _. .. .. ;?.'. _.,.,-,&:>.v...J..'.•`!�e:�' .• =if....3.•-Y•+.,,.x.':..;4:aY;,%.:5:}.•....il,_S::e.,.t.;n�_�..Sr+(.n:,..,%..:...li.-r-..-,':=t 1j�► WINDOW SPECIFICATION SHEET - Spec.Sheet#: 1-61Yx0UD Sheet:1. of 2 Customer:ROGER PUGH Job#:1-61YXOUD Consultant: Isaac Gonzalez Date: 06/06/2018 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 Csmnis,1 Pnl, use L,R or S Glass Hardware Misc Items Code Screens For doors use o V o c Mull "S"=stationary or w Style Wraps mEi T o C c 10 _ "X" operating Room Floor Code (Y/N) Style Code Series Code = x Hai U c. > _ .°� > _ STD,White, 1 LIV 1st DH N SH 8650 W 18.00 62.00 80 IassPack:Standard STD,White, 2 LIV 1st DH N SH 8650 W W 37.00 82.00 99 GlassPack:Standard STD,White, 3 LIV 1st DH N SH 8650 W W 37.00 62.00 99 _ GlassPack:Standard _ STD,White, , 4 'IV 1st DIt N SH ., 8650 W W 18.00 62.00 80 GlassPack:Standard STD,White, S BED1 1st DH N SH 8650 W 3 2.00 98 GlassPack:Standard STD,White, ... B BED1 1s1. DH N SH 8650 W 36.00 62.00 98 GlassPack:Standard STD,White, :Full, ATH 1st DH N SH 8650 W W 6.00 38.00 74 GlassPack:Standard STD,White, 8 BED2 1st OH N SH 8650 W W 52.00 37.00 89 GlassPack:Standard SPECIAL CONSIDERATIONS: Wrap Color, Interior Casing Type Bay or Bow window: Sealboard 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) , II tied to soffit,color of soffit material I have reviewed and agree with all the job specifications above and the Construct Roof(Yes or No)' Spacial Terms and Conditions on the following page Garden Window: Sealboard Material(vinyl only-White Plonite,Birch or Oak) WINDOW SPECIFICATION SHEET - Spec.Sheet//:1-61YxoUD Sheet:2 of 2 Customer:ROGER PUGH Job#:1-61Yx0UD Consultant: Isaac Gonzalez Date: 06/06/2018 New Window Hinge Locations Existing window Measurements Grids Product Options Labor Options From outside, Left to Right Bays,Bows Location Color Rough Opening N of bars #of bars Csmnts,1 Pnl, use L,RorS Glass Hardware Misc Items Code Screens For doors use LL c Mull "S"=stationary or w Style Wraps m .� a o m u c "X"=operating L Room Floor Code (YIN) Style Code Series Code - w x 5 ai O 0- > _ > _ fTD,White, 9 KITCH 1st DH N SH 86 W W 3 .00 3lassPack:Standard STD,White, 10 IvIBED 1st DH N SH 8650 W W 52.00 50.00 102 GlassPack:Standard STD,White, 11 MBED 1st DH N SH 8650 W W 18.00 50.00 68 GlassPack:Standard STD,White, :Full, 12 •Iv16ATH 1st' DH N SH 8650 W W 18.00 38.00 56 GlassPack:Standard SPECIAL CONSIDERATIONS: Wrap Color Interior Casing Type Bay or Bow window: Sealboard material(vinyl only-Birch or Oak) Bay Project Angle(30 or 45) Bay Flanker Type(DH,SH,or Csmnt) Top of window to soffit(Inches) If tied to soffit,color of sollit 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: Sealboard Material(vinyl only-White Pionite.Birch or Oak) ��, 57N'u'F !' xv ).�.j,gyy�7.+(��Y `15 �; `fMii.i•�:ri tiA:yt '.� ' " iy '►.'.:.},�'s''s.da`"${i �dy°Ltah'�"4 '�yy�� < ..,ayJ T� t Iry 'U' pY ai i'5:�„�tt�,�.).•����"..�..[4 e. .{�`I• 4��fii� ��y..,�.P ?it' ii 5}ppq���� �'y���}, 11 D L/�//"{I T� '�:'�' ors{'G'6��f; u;{U�} z ,�'�'�'tt�! '}.z � 'l,3�i�:� .�5%��' �J(/�/��///� !� �- ( � 6 7 '�• � 't' �� j''�` �.i':;.i��yd�x>>};sjl�trtiw�f���;t '[ ��r7 �`.?#,�{ . A :i.�Pi;� �C�.k �#`�.� ��?;t; ��•=.i','k{���°«��.,Nl,Aie����< aig. C CJ V� � g rr� � ' �' :i" i;,?�ii`.y�W�.,�t�z r � �1 fi Ih• ��� .�� '6)i �:i<•'4q� :J, '�� A` @ d i`' ;,, z�t..��. ., �> '�, �•,h � U'. � � § r. N;4� V y°� � �' �Of� `'�;"'�3. � pda- �'?=v< .� .W,'r`= 7:s `/+'�t K. 4.,�Y(' j'd ��- .} b.i 3 7i;. � �d� 1=J•� �•'�.� n� ..... y�. .'S.n i t r• ..., ,. :'yz; t,,,pCa'd,.�5a 1;h.p �#:4 f�' '•t'. ?.. Ndt' I rG• 'J..�,..,,,.w ;�i�y1.'� 4y }�''� t�{: , p�+ ,�,.•� _ k! l,ir' }�r,{ a ii.�n,�t'•{' K'.,� {idi.F ,u} .1+, (,S.2r �� ,1, .............A•,..�..:�t'i'�7?�x��1..... rzt"iN�ust+ �,.�:�x i•I .ars«.�aC.::t M19i:^.=xLfi ':t�1G,;: � �'�.z.�,rrx:J%'. .u,».:7..d:L..—C. H Y,a.s;� ���At����W� BCIS Home Log In User Registration j Hot Topics Submit Surcharge 1 Stats &Facts Publications FBC Staff BCIS Site Map = Links Search Product Approval USER: Public User'PIP ' Product Approval Menu > Product or Application Search > Application Listz_ihApj"rlieaYi6n.Detail `mow* FL # FL14911-R9 Application Type + a Revision Code Version � 2017 r " Application Status Approved 's - - Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email # One Silverline Drive ry`` North Brunswick, NJ 08902 r% (651) 264-4178 Nicholas.Kopp@anderserrco-p-.com Authorized Signature Nicholas Kopp Nicholas.Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732) 435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows s Subcategory Single Hung 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. V Validation Checklist - Hardcopy Received Certificate of Independence FL14911 R9 COI COI Silverline SS 2017-06-14.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 AAMA/W DMA/CSA/101/I.S.2/A440 2011 ASTM E1886 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 Product Approval Method Method 1 Option D Date Submitted 02/12/2018 Date Validated 04/19/2018 Date Pending FBC Approval 02/19/2018 Date Approved 04/20/2018 Summary of Products FL # Model, Number or Name Description 14911.1 V1 Series/50 Series (2000) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R9 II SWD017 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 Other: See Installation Instructions and Product Evaluation FL14911 R9 AE PER5140 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 R9 II SWD018 SS 2017-10-27.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 R9 AE PER5141 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 V1 Series/50 Series (2200/2300) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R9 II SWD019 SS 2017-10-27.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 R9 AE PER5142 SS 2017-10-20.pdf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.4 V1 Series/70 Series (2127) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R9 II SWD049 SS 2018-02-08.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 -%O'the 0SFeeaI.nstallation Instructions and Product Evaluation FL14911 R9 AE PER5485 SS 2018-02-14.pdf %f Repot for allowable design pressures sizes installation Created by Independent Third Party: Yes requirements and limits of use. 'Y 14911.5 h V1 Series/70 Series (2127) Single-Hung Window Limits of Use Installation Instructions t( Approved::for use in HVHZ: Yes FL14911 R9 II SWD050 SS 2018-02-08.pdf 'j Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 1444 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports See Installation Instructions and Product Evaluation FL14911 R9 AE PERS486 SS 2018-04-19.pdf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. _..._._.._ _._..__..-..._._............. 14911.6 V1 Series 170 Series (2907/4907) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R9 II SWD020 SS 2017-10-27.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 R9 AE PER5143 SS 2017-10-27.pdf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824. The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law,email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail.If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S:, please click here . Product Approval Accepts: ':i:r � eCheek Silver Line bytinahmEO' SILVER LINE BUILDING PRODUCTS CORP. V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) ONE SILVEHLINE DRIVE NORTH BRUNSWICK,NI 05902 (I MPA C T RA TED)(H VHZ) PH:1800)22q-n228 to Z U UU s3 00 gym` =< wO rz �m am.[, oZ s.0 ZEi sgd F GENERAL NOTES: w L0 i J CC MAX OVERALL SIZE TABLE OF CONTENTS j mob 1. THE MANUFACTURED ToPRODUCT C HEREIN IS DESIGNED AND CONFIG. DESIGN MISSILE _ MANUFACTURED TO COMPLY WITH THE CURRENT EDITION o FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION � BEEN EVALUATED ACCORDING TO THE FOLLOWING: w 1 - GENERAL NOTES&GLAZING DETAIL • TAS 201-94 52" 73" 0/X +55/-60 PSF LMI/SMI F a • TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS • TAS.203-94 REMARKS By DATE • ASTM E330-02 3 VERTICAL SECTIONS ASTM E1886-05 ASTM E1996.06/09/12 - 4 - HORIZONTAL SECTIONS • AAMA/WDMA/C5A 101/1.5.2/A440-08 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& REINFORCEMENT DETAILS 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING u xz P o a'ETZoqo ,INC A5 A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF OT of gEPnO�YUCED w wHOLf OgPM} wiTNOUT W n%..CONS[...... . Dnan.wc. WITHSTANDING AND TRANSFERRING APPLIED PRODUCT AfrfnnnaNs,ADmnoNs.Nlc"ucNTwr,Dnamfn LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE —11110r n�nlzo Dfv�EHTAnf NOTP[RMITIFO M(1 EE n a ID ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. Olglt n signed bX Hp{Eggs F.Nofefo•t 43/64"O.A.I.G.LAMINATED GLASS Reeson:I bbbldJ�Ag h11EyoFumenl 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: Date:`,C*.W8R7 "Sfd°�i 1/8"ANNEALED GLASS OPE TRSFER ALL LOADS TO THE ANCHORED TO PROPERLY AN \ (v CC STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER � .'' -.0 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS _ _ Y RECORD FORTHE PROJECT OF INSTALLATION. 0.090"SAFLEX PVS INTERLAYER BY _ N ? EASTMAN CHEMICAL COMPANY T OCc z e 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLASS T ! / Q/ GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 'n '......... TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, / \ '�•�SS/ONA���G� A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE EXTERIOR / INTERIOR ZF7!I \\\\\ SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN HFRYES k1 dldffiE,P.E. NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT I E2ORIOA P.E.No 7 77S BURDWO DROPS,WO = APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR �Bs E.oANIA BEwa eLw./1be DANu aEAa EE ww j: AHJ. STEEL SPACER ` TRPE MT.OF AUTHORIVON—DDS)B S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED \ MIN.GLASS FL III: ON THIS PRODUCT IN AREAS REQUIRING IMPACT F L 14911 y" RESISTANCE. 1/8"OR 3/32" BITE 7/16" SETTING BLOCK e 6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD DWG.BY: CHK.BY: COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL 1 HR HFN OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS CHAPTER 23. NOTE. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.R: SW DO B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN ,Y GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD SHEET: ' 3 RESISTANCE. ` u OF S Silver Line Dw4lEleiipri a ONE SILVENUNE DR W E NORTH BRUNSWICK,NI 08902 PH:I800 23-1228 MAX.O.A FRAME U WIDTH 52" a I`+ V $m s H= g CL om o MAX.D.L.O. O�^4.a WIDTH 47.69"' 3"MAX. 6"MAX. 6.25"MAX. 4 H m z 0 9 m?e q A B FROM O.C. FROM ? oil e 3 3 CORNERS I r CORNERS w 3 i wZ C] m m ; N 7 w NOTE: x w m ALL FASTENERS ABOVE o a THE MEETING RAIL IN •• a THE INTERIOR IAMB 6"MAX. TRACK MUST BE FLAT HEAD MAX.D.L.50O. "p" O.C. HEIGHT 33. " C REMARKS BY DATE 4 12.50"MAX. MAX.O.A FRAME O.C. HEIGHT 73" T— i DONMENiHFAII—OIT,0I BULLWNGD DS.LNOT Rf REPRODUCED W WnOU OR P.NI D WITHOUT IRITTIN CONSENT OF RURWNG DROPS,INC. 4 ATTfMTIDnS,ADONiDNS,niGnuGnNNG,On OInCO MAX.D.L.O. MARKINGS TDTIRSDOCWAEBTARINDT PCRIRTOR AND HEIGHT 33.O. X 3"MAX. 6.25"MAX. DR cfR,R-101 FROM FROM `S�T111111/l// CORNERS CORNERSES F. O 7 0 * _ -* ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT s�0=-. SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOWASS, �``� ,��I�ONAI E .� HEPYFS S!E W.7 8 ROflIDA P. Nu DROPS.RIC BUDDING'CHB WC 3 2 0 E FDANKARA.BEACH BLVO./]]0 OANIA BEACH•IL}]001 E E9PE fT1lT.OF AUMORIIAl10N No.20376 E FL N: 4 FL14911 DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCALE: NTS aDWG.11: SWDOSO a SHEET: JFS Silver Line LrAndnrsen a ONE SILVERUNE DRIVE UE NORTH RRPH:R00 33C�a73R o R saxa �z �mm_=SE GLAZING SEE GLAZING EE DETAIL,SHEET 1 DETAIL,SHEET 1 �^ s Z s S o�a'"o F O O w j �S F i REMARKS BY DATE H r- LD x l7 L9 S S Q EXTERIOR INTERIOR EXTERIOR INTERIOR a a lei LL T PRjmffN—Dro7cN na�F ON PMT w-UTwIS.A0 OMfNT of BUnOwO OxOvf,wC C 4 eRfxnnoxs.noortmxs,n:cnucnswc,anomm xINDS TD Tw5 DONMOui MF NOr PfRMD1fD�N0 R —ILIONTf OUxC T'l[nPOx a o o -� 7 SEE GLAZING /— SEE GLAZING rST T DETAIL,SHEET 1 r DETAIL,SHEET 1 p�-,1- oP: fv ((/ N 0/0 NAL i 1 i 1 FLMD b!a�N.73 75 I FLORIDA P.E.No 7]77B OUDDu10 DROPS,WC 3BB E OANU BEnCN DLL9.I]]D E t OF DEA41.f}]]007 E WE CERT.Oi=WdRMON No.1B97B p oo Q o 0 FL N. s FL14911 DATE: 01.23.18 • DWG.BY: CHK.BY: £ FIR HFN VERTICAL SECTION SCALE: NITS A © VERTICAL SECTION DWG-II: SWDOSO NAIL FIN THRU FRAME E SHEET: 3 0 Silver Line � nrrYnder3eii c ONE SUNCRLINE ORNE NORTH BRUNSW ICK,NJ 08902 PH:160012344278 U„ SECTION FOR INTERIOR SECTION FOR L9— Z m P CONSTANT FORCE z d o- m BLOCK&TACKLE _ SEE GLAZING SEE GLAZING ^F LAi 5 BALANCERS�� DETAIL SHEETI DETAIL SHEETI /o� BALANCERS �`-' G 0�'�2E W 3 C) 1 �o kD O ®j @,r oz z�e- �� 0 oaf` / m N Z 3 i EXTERIOR - r D.L.O. \a F REMARKS BY DATE '- MAX.FRAME WIDTH `�n HORIZONTAL SECTION UPPER SASH THU o M nr M THIoP Rrvo Bul o ROP. c ANOSXALL xOT B[RLPpOOFKLOIN WnOu:OR PART wNnOur WRITTFx COxSfxTOi bull0 WG OROPS,w0. AtlfMTlOx1,AOOITIOx1,xlGxuGx11NG,Op OLHFR SEE GLAZING SEE GLAZING A" KIxGS rOTnlf OOCUMFM ARE uOT PfRFAITTEo Au0 DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 x�AFIBA EooncfprN cbnon ``ST llllllr//�,' \ _* *_ /ST T / aL p0 EXTERIOR �i T`t•.•,.••....•,G\�\`` SS�IIONAL ( D.L.O. NEAHES 4I A L!P.E. rLORI P.C.No 75778 R000WO BNBPS•WO ]BB E OANIA BEACH BLISI./]]B iHPE CENT.OF AUTHONZAHON Nu.20578 E MAX.FRAME WIDTH BAwA BEACH,ti] z FL H: r HORIZONTAL SECTION FL14911 e 4 LOWER SASH DATE: 01.23.18 8 DWG.BY: CHK.BY: HR HFN SCALE: NTS DWG.N: SWD050 � SHEET: 9 OF S 1/4"MAX. MIN.EMBEDMENT SUBSTRATE Silver Line MIN. SUBSTRATE I SUBSTRATE SHIM SPACE ' EDGE DISTANCE BY OTHERS 3 INTERIOR BY OTHERS �I BY OTHERS 6rAnderseii SCREW IN THE INTERIOR ' CHANNEL MIN. MIN. EDGE DISTANCE EMBEDMENT ONE SILVERUNE DRNE SCREW IN THE EXTERIOR w z NORTH BRUNSWICK,N108902 CHANNEL Z v~ai SIM 600]34-4228 PERIMETER SEALANT o r� SHIM MAXA BY OTHERS SHIM SPACE PERIMETER SEALANT IlII o Z m € BY OTHERS 1/4'MAX. z N G D5 7 SHIM SPACE EXTERIOR INTERIOR EXTERIOR MIN. EXTERIOR O INTERIOR N '5 o o O�' EMBEDMENT W 3 S z I m ?_ T VERTICAL SECTION HORIZONTAL SECTION �� >F w Z=s A HORIZONTAL SECTION �C1 z 6 THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) _w a a p ; NR h= p Z w m m 1/4"MAX. REINFORCEMENT DETAILS > U a/ SUBSTRAT SPACE W O fc f qPr BY OTHERS a L ^0.34" J I ' 0.83" � � INTERIOR 0 87"�I E— 2 I - 1 0.13" REMARKS BY DATE o FOEIERICIR EXTERIOR INTERIOR 77 �'�J I ---I (-�0.46" 0.06" 0.87" w 0.45" I 1 1OLOCK MEETING RAIL O BOTTOM LIFT RAIL&SASHz LOCK RAIL TOP O ALUMINUM ALUMINUM ALUMINUM HDRN..,NDTBEREpRO GfDIH wNDIC OR PMT wiT„DUTwRiRENCOISL"Of BUILDINGDRDPS.I C RlT-IONS.ADDITIONS,HIGNUGNTING,OR OILIER NDT'CINGS ID THIS DOC11iNT ARC ENSI�TfO AN. MIN.EDGE R uR[fO IRUOON. DISTANCE p HORIZONTAL SECTION E VERTICAL SECTION . NAIL FIN(JAMB) 6 MEETING STILE �` ��5,•F. ',��i i� INSTALLATION NOTES: \��: N� 7 �0 ANCHOR SCHEDULE 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD suasTRATE ANCHOR SCHEDULE Mw EMBEDMENT MIN.EDGE _><• �• 8 OISTANCE 2. THE NUMBER Of INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE RB WOOD SCREW � ! 4J W000:MIN.SG=0.56 1.5• 0.75• 0 P•,• (V MAXIMUM SIZE HEAD LISTED. ,� -, C D • NAILING FIN ! ....I. OUT METAL:iB GAUGE SIDDI, BB TEK SCREW 3 THREADS MIN �S 3 DETAILS(. INSTALL LE�V WITHOUT IDUAL SCONSIDERATION OFTOLERATALLATION ANCHORS IN ES)N A OTOLERANCANCE OESARENOTCUMULATVEF±1/2 INCH THE DFROMONENINSTALLATO&SPACING INANCHORTOTHEN THE ANCHOR YNEXT. MIN.Fy=]31(SI PENETMETN�BEYGND o.sD• �� /IIONA�E?���� HERMES�I fIdES+d.P.E. Xnil q. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMS.MAXIMUM ALLOWABLE SHIM STACK TO BE 3 B INCH.SHIM U10 PAN HEAD IN _ EtauDA PC No.-c () / EXTERIOR CHANNEL 1.5 0.75' BUROwD DROPS,wC WHERE SPACE DF 1116 INCH OR GREATER OCCURS.SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. ]Be E NIA B BEACH B3 13M B / SHIM(S) W000: IN.SG=0.55 OAMA BEAM,FL IM N n fEPE CERT.of.WMDRITATaN Ne.2p5)B BIB FLAT HEAD IN THE 1 S• e S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE INTERIOR CHANNEL FL 11: ". DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE H3 ON SHEET 1 FOR MORE F L 14911 INFORMATION. BID PAN HEAD IN 3 THREADS MIN EXTERIOR CHANNEL PENETRATION BEYOND 0.50• 01.23.18 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND THROUGH FRAME METAL:to GAUGE SIeaI, METAL DATE: SIDING. MIN.Fy=]01<SI ]THREADS MIN 1110 FLAT HEAD IN THE PENETRATION BEYOND D.sD• DWG.BY: CHK.BY: 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNEL METAL H R H FN COATING. 3I16•ITWTAPCON SCALE: NTS CONCRETE:fc=]OOOPSI FLAT HEAD 1.25• 1.75• B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.IT: S W DO50 FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. m c MASONRY: u pnrASTM 31T8'ITW TAPCON E C90 Y:CM 00 PSI FIAT HEAD 1.26• 1.75' SHEET: 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS I� SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. CL�J,J 30. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FIAT HEAD ANCHORS. OF S n.; '?M{.;.%'. '`l •.,;n, jig" r�,•t",?yt.o.'"�.- .'�.r a .°'.4. �,; y�;1kr } .,.P�d i,�'E!ys�4 , f'f�a I / / �i�«-➢,.•+, 1.'y',ni u 1. ..r''�:,7y�ihi. IMw q! :yr.a..��p,g«« s .,l}ll l � i,• ;i 7� f P I ....m..'.`.�.•.1.a:i''.,.3.f.`iA-f':?otA.:,",1d•,..:.7w�..1..'saxi<Pr."'`«ai'.S,�!.9,..Y.1 fp.A�.S1t.,.:R,��'b.�"})tos;".s�w<:,��:;rn�,..lyyt��i��d�••.t;���tA�PA.�.7ssdd"�y �uyt ':�^:;,k1.Qg�`.'$%�.9S Y4�sH�4rt a6f.F�j1::: J'l � Zf;Mti r 4x �M ���'" `Ir r:. r ��1- �•.:;.r.... Q. � r BCIS Home j .Log In User Registration Hot Topics Submit Surcharge ! Stats&Facts ; Publications FBC Staff BCIS Site Map i Links ; Search 1=loi•ida 3i Product Approval :USER: Public User Product Approval Menu > Product or Application Search > Application List> Applicatiowb'& it'ems• gn��t�`I f /ice ta FL # FL6`067-R7 ci to-t yy .r "''� '' "a �� `t' Application Type Revision ' Code Version 2017 Application Status4 R Approved r .,��'"�.;�'""���.�-=:yam:-.�-•-,._�� Comments " Archived �rnyJ~x Product Manufacturer ,{ Silver Line-`Building Products Corp. �f Address/Phone/Email One Silverline Drive e North Brunswick, NJ 08902 _ �. (651) 264-4178 NichoIas.Kopp@anders.encorp.com Authorized Signature Nicholas Kopp Nicholas.Kopp@andersencorp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email �wr _ f Category Window; J Subcategory Mullions . 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 FL6067 R7 COI COI Silverline SS 2017-06-14.pdf 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 Product Approval Method Method 1 Option D Date Submitted 10/21/2017 Date Validated 10/27/2017 Date Pending FBC Approval 10/27/2017 Date Approved 12/12/2017 Zj� SummaryW Products �r 'FL # s1 Model, Number or Name Description ;r _ f A 6067.1 :1' 2723/2724/2728 Structural Beam Mullion Limits of Use Installation Instructions Approved;-;for use in HVHZ: No FL6067 R7 II SDWO14 SS 2017-10-19.Ddf, Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impac£ Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports _,.•;_, .:Other: See Installation Instructions and Product Evaluation FL6067 R7 AE PER5216 SS 2017-10-19.pdf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 6067.2 2723/2724/2728 Structural Beam Mullion �— Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6067 R7 II SDWO15 SS 2017-10-19.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 R7 AE PER5217 SS 2017-10-19.pdf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 6067.3 7537 Structural Beam Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R7 II SDWO16 SS 2017-10-19.Ddf 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 R7 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. lic:t;ic [i3 >t3: Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee. However email addresses are public record. If'you do not wish to supply a personal SILVER LINE WINDOWS AND DOORS Silver a SERIES 27231 2724, 2728 ONESILVERUNE DRIVE N04TN ORUNSflUNSWICKICF,N10a903 PH:Nm 23-218 GENERAL NOTES: STRUCTURAL BEAM MULLION (IMPACT) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE DO E= '" i CURRENT FLORIDA BUILDING CODE(FBC),EXCLUDING HVH2 AND HAS BEEN EVALUATED W 1 F�� L N ACCORDING TO THE FOLLOWING: A B ZO OTAS 202-94 4 y 4 N n� ~ O ASTM E330 g A 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A N W Q ¢ I'll i MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING W2 N `, APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4i a DO m m W 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY L TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE u3 ut i RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 1- INSTALLATION. ~ a W1 A. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT REMARKS BY DATE ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO A 8 5TH F8C EDITION AG 10/17 DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 4 4 NON-HVH2 AREAS.IN HVH2 AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM A B MIAMI-DADE PERA. 4 4 A y' S. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-TS(AS NOTED) q a q 4 4 ANp StuLL NDi of pFlnOouCEpwwnpiF 011fApf Y WMr1-1T I's D1TIDNi IYGXIILNIINL,ODDMEL 6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER tLw `�NG3 rIH�.uo.°ri u�:Nr Anf Xor PFawrtco..Np SEPARATE APPROVAL. C W2 µw CFxnF"DT1I 7. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING 4 igilally sipnQQoy er I le F{JorIn P.E. aeson:l�(1.ap �nl0' mfnj REQUIREMENTS,MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ale:; j:72 4 8. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS � 7 =Po' ` THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. * ....': * TABLE OF CONTENTS a 'n wl � sTT G�Z e SHEET REVISION SHEET DESCRIPTION E1 GENERAL NOTES&TYPICAL ELEVATIONS 49) HERUES F.ROUND.P.E. 2MULLIONS CROSS SECTIONS L BUUMNa DROPS.NOe aY0 E—A a 01 aLw. 13e oArw,sofa+.PL aaoo� 3 ANCHOR CUP CONFIGURATIONS FDPE DERL DF AUTHmuy,DN Hw IY!]D TYPICAL ELEVATIONS 4 VERTICAL SECTIONS FL fI: C ANCHOR LOAD TABLES FOR 2723 ONE-WAY INSTRUCTIONS: F L V O 6 7 _ ' MULLION ANCHOR LOAD TABLES FOR 2723 TWO-WAY 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: 10.06.17 4 ° MULLION 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. CHK.BY: DWG.BY: a ANCHOR LOAD TABLES FOR 2724 ONE-WAY 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: AY: HFN 7 MULLION ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. c P ANCHOR LOAD TABLES FOR 2724 TWO-WAY ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE SCALE: NTJ 8 MULLION USE OF TWO-WAY MULLIONS. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DWG.R: ANCHOR LOAD TABLES FOR 2728 ONE-WAY CHARTS ON SHEETS 6-10. S W D014 9 MULLION S. QUALUSINLIIIFIED CLIP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS SHEET ` 10 ANCHOR LOAD TABLES FOR 2728 TWO-WAY WITHIN AN OPENING ARE ALLOWED. MULLION 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY OF 10 DESIGN PRESSURE RATING. i Silver Line brAndE'r3En 1 a ONE SILVERUNE DRIVE NORTH BRUNSWICK.W 08903 PH:low)339-9338 2 Um N� Z cS- B 'IT N^�¢ G im m In Q. C) a s N Q u s 1.00" w� o y m m W:21 7 0 / w � \ If REMARKS BY DATE 0.10" 0.10" N o 6TH FBC EDITION AG 10/17 V N _ I� N — e^KI SV rr3 O O OO O N N N m O O nor DE xEPNDoxtEo m wxoD;oR Puir u�Dsnus rtsx coxsar DEEmmiNc onars.wc. wuiiSu IONS.—ITI NS,we cxnxe.DR ourtN xuR[mos To THIS DDcu,f,T N NoreERsemEDMD s 1.00" 2.00" 1.00" \� ES F. O SERIES 2723 SERIES 2724 SERIES 27287 O TUBE MULLION TUBE MULLION TUBE MULLION =ro T r ONAiE HERYES E.NON E3DRIDIF P.E.Na..7 IIS IN NOTE: SEE SHEET 3 FOR SPECIFIC BURDWO DROPS WC ]YO E.BAHIA BEACH 81w. JDB '• oNW BEARD EL]]OD{ CLIP TYPES AND DIMENSIONS. EHPE`ENT-"AB HOR U"BN NA.2.3,i FL p: 8 x FL6067 DATE: 10.06.17 'a DWG.BY: CHK.BY: y AG HFN SCALE: NITS a DWG.R: SWD014 � SHEET 2 OF 10 Silver Line 4rAndersei5 9 p ONE SIEVERONE DRIVE NORT 5.50" 7 6 0'S H BRONSWICR,NJ 08902 PH:IBM 234-4228 2 um �O ut 2m 0.37S" 1.14" 2.47" 1.14" 0.375" 2.25" 2.25" 2.25" n o $m m � a o N cc a cc 3 S a a [C�Vd� �rj Um9:4P�EE TTi m C z N a T Ln W� � CEO a m r m p p O _ a u w N N O w 2Q a N REMARKS BY DATE 6TH FBC EDITION AG 10/17 TBf NEPNOO.—IN 1-0.-1 ATOOOT OOxSENTOfNVIta1NGOA015,— AIiEMTi0NI.5, N AODiDOHf,nicnucHllNO,ONOrn[N tixai TO inif OOCYx+fNT ME NO(I[NNVHE0.w0 �Nv````T`il � eS F. O in n rN-I = T T Qj O N O�41 VIA N i OT••. C P'. �/ . E HER.M F.NORERO,P.E 'CA P.E.No Tana r 5.S00" 7 680" BULLD NC DROPS,NO 395 L OANU BEADS afro.I D30 D.-B -K BP n]Soo{ FE CFAT.OF AUTHORRATION-n37a E FL tl: B FL6067 MULLION ANCHOR BRACKET 2722 MULLION ANCHOR BRACKET 50-2722 DATE: 10.06.17 ALUMINUM 6063-T6 DWG.BY: CHK.BY: ( ) ALUMINUM (6063 T6) AG HFN FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING SCALE: NTS g DwG.a: SWD014 SHEET 9 OF 10 Silver Line brAndeF3en vv+ a , EXTERIOR ii ii INTERIOR EXTERIOR ii ii INTERIOR I I I I MULLION ANCHOR I I I I MULLION ANCHOR ONE RUNSWICKVERLINE DNIVE VERTICAL VERTICAL North anuNswNx.w DD9ax I I I I I I I I rr1:eoo naaxxe MULLION I BRACKET 2722 MULLION I F-_____.�I BRACKET 2722 I ® ® I I 1/4"MAX. i i ® ® I 1/4"MAX. O Z m E 11 II � II II � N� a�$nme 1 O�S gg O O S m&d 2 b MIN.EMB. MIN.EMB. W Q G 2 Z i� T N , NEc SUBSTRATE BY OTHERS I SUBSTRATE BY OTHERS / MIN. MIN. , Q "ra< 'I EDGE DISTANCE EDGE DISTANCE \ 0 ♦- a REMARKS BY I DATE ANCHOR DETAIL ANCHOR DETAIL 6TH FBC EDITION AG 10/17 5 MULLION ANCHOR BRACKET 2722 5 MULLION ANCHOR BRACKET 50-2722 s INDIRAILNOTRI REPRODua—WHOLE OR PART T Of 15TERATIONf s001110NS HIGHLIGHTING.OD 01i A ,11, n[INGS TO THIS DOCUMENT ARE NOT PE¢1-0 AND OATf DUn CEAT1i[Al10 ANCHOR SCHEDULE ``` �SIF IJJO,��i,�� INSTALLATION SCREW EMBEDME EDGE S: J:�O SUBSTRATE CITY PER ANCHOR TYPE NT DISTANCE TYPE HORIZONTAL MIN.EMBED LOCATION (IN.) (IN.) TRANSOM MULLION I I I I 1/4"MAX. T T W WOOD ANCHOR 8 N14 WOOD ANCHOR 1.5 0.75 I I ® ® I I O� .,9( P, ��u` BRACKET 2722 VERTICAL E CONCRETE/ ANCHOR T MULLION i i i i MULLION ANCHOR '7j�1x E515�1�L��� MASONRY BRACKET 4 d 0 ITW TAPCON 1.0 2.50 I I I I BRACKET 2722 NEAYEa F.NON no.P.E.50-2722 I I I I RCIDDA P.E Na xma SNNLDWO DROP%INC ALUM ANCHOR Boa E DAN1A aL aMxJW.!I ma 8 }"SELF-DRILLING SMS 3 THREADS 0.50 Mn CERL E REXIN,FFL Nu xosxa MULLION BRACKET 2722 VERTICAL SECTION FLB: B 5 ALUMINUM MULLION F L6067 5 SIDE VIEW-VERTICAL a NOTE NOTE DATE: 10.06.17 DWG.BY: CHK.BY: a -HEAD,SILL AND IAMB HAVE DETAILS SHOWN ARE TYPICAL FOR ALL AG HFN • SIMILAR DETAILS MULLION&CLIP ASSEMBLIES.SEE SCALE: SHEETS 5-10 FOR ALLOWABLE MULLION NTS s CONFIGURATIONS,SIZES,AND DESIGN OWG•n: SW D014 5 PRESSURES. SHEET /(1 L OF 10 Silver Line MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) DyAnde7f&A L-Mull W-Tributary Width(in) ' Length(in) 18.0 20.0 1 22.0 24.0 26.0 28.0 30.0 32.0 1 34.0 36.0 38.0 40.0 1 42.0 44.0 46.0 48.0 50.0 52.0 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 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSW ICK,N2 011902 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 1 D0.0 100.0 100.0 100.0 PH:IBDOI 23a 228 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Z u 32.0 1 100.0 100.0. 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 o z m E 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ^= W E g 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 MULLION ` ry a0 d m 4 z 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 DO.0 100.0 100.0 100.0 ^ o 0 3 s m a B 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N¢C o m s a a 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION m CL 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Q 4 $$ +s 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.D 100.0 100.0 100.0 100.0 w r DO 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1DD.0 100.0 100.0 100.0 100.0 100.0 W2 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 / 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 F W2 w2-i w Q K4 < 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 DO.0 100.0 100.0 100.0 100.0 1 \ 56.0 100.0 100.0 100.0 100.0. 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 ~ 58.0 100.0 100.0 100.0 100.D 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 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 96.6 94.2 92.3 90.7 89.3 88.2 87.3 6TH FBC EDITION AG 10117 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.6 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 81.8 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 76.3 74.2 68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 .„Or DE AURo ICED iH 1101E 09 N"1r 72.0 100.0 100.0 100.0 100.0 100.0 95.1 90.3 86.1 82.5 79.4 76.6 74.2 72.1 70.2 68.5 67.0 65.7 64.5 a'iiiR.noes:oo`uoH`s"xlcHuc�°n"c`.anoi�ia` eunu„as ra rnrs ooeu.,Enr ARE nor PEaumro.wo 74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.6 73.9 71.5 69.3 67.5 66.8 64.3 63.0 61.8 DNR CERriNE r0„ TABLE NOTES: \`��`S�ES2F. 2j0����,� 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS y� �p &CLIP DETAILS. QUALIFIED ANCHOR CLIPS = tiN . 7.�,...:... 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = 9T T y a 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. - 7, •-7� 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. : o� .• r P,• =w S. ANCHOR REQUIREMENTS: •WOOD:#t12 WOOD SCREWS ��y7r�21tIEtE���� •CMU:3/16"ITW TAPCONS HEROES F.NORM.P.E. EEIXOOA P.E.ND 2m• •CONCRETE:3/16"ITW TAPCONS BOLLDINO DROPS.WC ]9a E OAWA BEACH OLVD. ]3a DANIA BEACH,R 3)ODI •METAL:12-14 SELF-DRILLING SCREWS(GRADE S) EOPE IIT.of Au HawunoH Nc nsTa 6. INSTALLATION SUBSTRATES: MULLION ANCHOR BRACKET 2722 FL It: WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD FOR WOOD SCREW OR MALUMULLION ONNUM 6TO MULLION ANCHORING F L6067 SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN:EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF DATE: 10.06.17 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. DWG.BY: CHK.BY: 0.300' 2.970"3.250" A G •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". H F N -�- -�- -�- -�- CONCRETE SHALL BE MIN.4000 PSI. 0.325- SCALE: NTS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1 DWG.u: SWD014 STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK I 2�O• SHEET ALUMINUM 6063-TS. MULLION ANCHOR BRACKET50-2722 OF 10 2723 ALUMINUM(6063-T6) FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) Silver Line rMgow.INder3eri ft L-Mull W-Tributary Width(in) Length(in) 18.0 20.0 1 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 24.0 100.0 100.0 100.D 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 25.0 10D.0 100.0 100.0 1D0.0 100.0 100.0 100.0 100.0 1D0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 .100.0 ONERUNS ICK DRIVE NOON 01ILVERUNE N103907 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.D 100.0 100.0 vH:eoo 23a a2211 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.D 100.0 99.0 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 z m o 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 36.0 100.0 100.0 100.0 1D0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 97.5 93.2 89.3 85.8 82.5 N m d o m 5 e 0 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 v r m m y r 40.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 DD.0 96.5 91.9 87.7 83.9 BOA 77.2 74.2 MULLION e 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 96.7 91.9• 87.5 83.5 79.9 76.6 73.5 70.7 �-` w Q ° m m a'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 m g o o$$ 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 67.1 64.5 MULLION W2 r, o ; 48.0 100.0 100.0 100.0 1 DD.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 w "CO m 50.0 100.0 100.0 100.0 100.D 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 i w Z) "' o 52.0 100.0 100.0 100.0 100.0 100.0 100.0 99.D 92.8 87.3 82.6 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 � 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 w1 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 66.6 62.6 59.9 57.4 55.1 53.0 i 58.0 100.0 100.0 100.0 100.0 100.0 95.1 8B.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 53.2 51.2 I I I 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 51.5 49,5 I-w1-I�W2-I 6TH ARKFBC EDITION AG DATE 62.0 100.0 100.0 100.D 10D.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 10/17 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 66.0 100.0 100.0L 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 46.8 45,0 68.0 100.0 100.0 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 45.4 43.7 70.0 100.0 100.0 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 44.1 42.4 72.0 100.0 100.0 B9.3 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 NGT'COISGOu[f0 UIOIG D1 1S,I.C.W NoOUT W PITiEx[GxfF"T OF GUIfOwG GnONf,w 74.0 100.0 100.0 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 w + .111GTIONT.IS 00C0Nf,HIGN"GNiwG,OHTTIO 11 TRIBUTARY WIDTH=- - cs TO rHlsoommfxrenFnorvfuxunfo Axo 11 TABLE NOTES: I��•``` S F. Tw0Ar`7',� 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS S FOR TYPICAL INSTALLATION METHODS 2 : �. &CLIP DETAILS. QUALIFIED ANCHOR CLIPS -* �I . 7�.• p 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. _ � T T F o 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. �;p�•.• ( P,•'\�<u` 5. ANCHOR REQUIREMENTS: + '��SSrONG�`�` •WOOD:H12 WOOD SCREWS r1A1111111111i�`L •CMU:3/16"ITW TAPCONS "f<EOoomA`v.Lno"ii'I. •CONCRETE:3/16"ITW TAPCONS + 3Fa e OANIA eE°ACIF"eLw/ne UANIA BFACH FL z,. IS 'METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) MULLION ANCHOR BRACKET 2722 E OERT.Or AUTHORQATION-20578 6. INSTALLATION SUBSTRATES: ALUMINUM(6063-T6) FL It: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF DATE: 10.06.17 2-1/211.HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 2.47o•3.2sO• DWG.E cHK.BY: •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". 0.200 4- 4- AG H FN CONCRETE SHALL BE MIN.4000 PSI. 0'375• SCALE: NTS .METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. DWG.a: SW D014 STEEL SHALL BE MIN.18 GA.(0.04511 THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8H THICK T� 2.00o• SHEET ALUMINUM 6063-T5. MULLION ANCHOR BRACKET 50-2722 2723 ALUMINUM(6063-T6) 0 OF 10 FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) Silver Line BrAnde'rseri L-Mull W-Tributary Width(in) Length(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 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 26.0 100.0 100.0 1DO.0 100.0 100.0 100.0 100.0 100.0 100.0 100.D 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONE SILVER LINE DRIVE 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 Nonr P Bnu 1 Nf oe907 N:eo3234-4 135-azza 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 2 u 34.0 100.0 100.0 1 DO.O 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 36.0 100.0 1 100.0 1 100.0 100.0 100.0 1 100.0 100.0 1100.0 100.0 100.0 1100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 N j a a o m 2 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 : o MULLIO � o 0 m T a N ^ a 6 E^A 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION ^m O d 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L N 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 w o 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 w3-I I-wz W V 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 F a 58.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 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 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 ONE-WAY MULLION DIAGRAMS 6TH FBC EDITION AG lB/17 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 81.8 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 68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 72.0 100.0 100.0 100.0 100.0 100.0 95.1 90.3 86.1 82.5 79.4 76.6 74.2 72.1 70.2 fi8.5 67.0 65.7 64.5 WliNluiwNnfNLONfff+iOf4UIl01Nc'pOP{'wG 74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.2 73.0 70.2 67.7 65.5 63.5 61.8 60.2 58.9 "LTERAT DNS,•DDIrION{,mcnNNorIND.OR CURB romps oocumfN refRulnm.,no TABLE NOTES: S F. �� 0 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. QUALIFIED ANCHOR CLIPS 7 7_ 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = v gT T y r 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. `� •...,,,,.••' C,���� S. .ANCHOR REQUIREMENTS: NALE� •WOOD:H12 WOOD SCREWS ���+4unn3�L�� •CMU:3/16"ITW TAPCONS LLORIDA F.P.r",°N.7iM •CONCRETE:3 16"ITW TAPCONS ]p0 EBU11kht DROPS,WD DANIA B"w`BLVD./.. OANIA BEACH iL 33 •METAL:12-14 SELF-DRILLING SCREWS GRADE 6 MULLION ANCHOR BRACKET 2722 FIPE MT.Or AU3NORlAr.N..2937e 6. INSTALLATION SUBSTRATES: ALUMINUM(6063-T6) FLu: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD --I,.DDo I- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF DATE: 10.06.17 2-1/211.HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. DWG.BY: CHK.BY: 0.100• •CONCRETE ANCHORS SHALL 4 00 PSI. o.zso- 2.073.2.B73' 4- AG HFN LA MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2"• � �- CONCRETE SHALL BE M -� SCALE: NTS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. DWG.W SW D014 STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK Doo^ SHEET ALUMINUM 6063-TS. MULLION ANCHOR BRACKET 50-2722 %f OF 10 2724 ALUMINUM(6063-T6) 11 FOR CONCRETE ANCHORING Silver Line MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) DrAncldegeh L-Mull W-Tributary Width(in) Length(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 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 SILVERLINE DRIVE 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 NORT„BRUNSWICK,NJ08902 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 PH:IBODI 234-4228 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 2 E.i 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 Do Q ?m o 34.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 1 87.3 w v fi m m 36.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85.8 1 82.5 a ""e a Oa^sSo 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 ^ o cc b �� 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 MULLION N Q p E7 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 r- z y ` n m a z='' d 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 67.7 83.5 79.7 76.3 73.1 70.2 67.5 Q z o g 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 67.1 64.5 MULLION w2 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 F2 Q m 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 61.7 59.4 L EE z, n 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 li a a 54.0 100.0 100.0 N. 1 00.0 100.0 100.0 95.3 89.3 64.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 N2 a 56.0 100.0 100.0 00.0 100.0 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 58.0 100.0 100.0 00.0 100.0 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 I REMARKS BY DATE 60.0 100.0 100.0 00.0 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 �-w3-�4 w2-{ 6TH FBC EDITION AG 30/17 62.0 100.0 100.0 100.0 95.8 88.9 83.D 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 1D0.0 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 46.4TWO-WAY MULLION DIAGRAMS 66.0 100.0 100.0 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 46.8 45.0 68.0 100.0 100.0 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 45.4 43.7 70.0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.1 44.1 42.4WIT„OUTWRITTEN CONSENT Of BUILDING CROPS,72.0 100.0 100089.3 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 A ERAnoNs,ADmnoxs.„mNUCNRNc,Dfl Or„En 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 TRIBUTARY WIDTH=WI�W2 NcsrlwrAis�En�sxr nENoroEaal fD ND TABLE NOTES: SS F 1. O�AA'., 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS ;Z�:'�C' ):�O &CUP DETAILS. QUALIFIED ANCHOR CLIPS % P� -- -* 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = v ._ gT T 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. %�O '•/ ( pP,: rur" 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ;� �� „• N2 5. ANCHOR REQUIREMENTS: WOOD SCREWS + IDNA` •CMU:3/16"ITW TAPCONS „ERNES F.„ORE„D,P.E. fuMDOA P.E.No 73715 IF CONCRETE:3/16"ITW TAPCONS BUILD DRO WC ]DBE Wc PS,DA"'a"BLOlw0.D4/].DB •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) FBPE CF o REAM M 3 N•Y451D 6. INSTALLATION SUBSTRATES: MULLION ANCHOR BRACKET 2722 FL R •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD 1000-I- FOR WOOD SCREW OR MALUMULLION MULLION ANCHORING F L6067 SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF DATE: 10.06.17 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. owe.BY: CHIC.BY: •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". AG HFN CONCRETE SHALL BE MIN.4000 PSI. - -D.2z0- SCALE: NTS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. owe.a: SW D014 STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/81I THICK SHEET L.000• ALUMINUM 6063-TS. MULLION ANCHOR BRACKET 50-2722 OF 10 2724 ALUMINUM(6063-T6) O FOR CONCRETE ANCHORING Silver Line brAndFff&6 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) L-Mull W-Tributary Width(in) Length(in) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 1 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 1 50.0 52.0 ONE SILVERLINE DRIVE 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 NORTH BRUNSWICK,NA 09902 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 PH:800 23-228 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 1 u m 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Q N ? f 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 w s 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION N a O = "v 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 f-L-1 ^ a o 5 m$g 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N a g m w a[ 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION, Lu 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L a C) $ 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 w j CO 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.D 100.0 100.0 100.0 100.0 co m 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I w3 H 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D -il .0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 w, -w2-{ 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 _L 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ~ a 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE 58.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 6TH FBC EDITION AG 10/17 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 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 MULLION 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 81E79.778.0 8 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 76.6 75.3 74.2 68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 73.1 71.8 70.7 xBsxr.,.xorBL...AODICLoixwxo,e04o T 70.0 100.0 100.0 100.0 160.0 1 00.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 69.9 68.6 67.572.0 100.0 100.0 100.0 100.0 1000 95.1 90.3 86.1 82.5 79.4 76.6 74.2 72.1 67.0 65.7 64.5 :I+csromisooEOMENt.Rr'xITIO1 imm.NB100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.6 73.9 715 69.3 64.3 63.0 61.8 ��AESIF I iEOAA�K, 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS S FOR TYPICAL INSTALLATION METHODS �� ' �Ao &CLIP DETAILS. QUALIFIED ANCHOR CLIPS _ 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = k �k = 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. _ 'a T T o '•./ 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. OT•.• t P.:'�W� S. ANCHOR REQUIREMENTS: + •WOOD:N12 WOOD SCREWS �'i��sIONAi,E�A``� •CMU:3/16"ITW TAPCONS „MN ES F.„ORERO.P.C. fL DA P.f.N.7M8 •CONCRETE:3/16"ITW TAPCONS + ,ae E owN6°"A efw0"a'IN.. ase oANu ssEAat n a,00� •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) MULLION ANCHOR BRACKET 2722 POPE MT.OF AurHOIBUTION Nu me,e 6. INSTALLATION SUBSTRATES: ALUMINUM(6063-T6) . FL N: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 SHALL BE MIN.S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 3a50• S.oOo DATE: 10.06.17 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0100 DWG.BY: CHK.BY: •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". AG I HFN: CONCRETE SHALL BE MIN.4000 PSI. 0.37S' SCALE: NTS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. DWG.a: SW D014 STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ,,000.4- SHEET MULLION ANCHOR BRACKET 50-2722 � ALUMINUM 6063-T5. 2728 ALUMINUM(6063-T6) NJ OF 10 FOR CONCRETE ANCHORING I, Silver Line MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) DrAnderse"n L-Mull W-Tributary Width(in) Length(in) 18.0 20.0 1 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 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 SILVERLINE DRIVE 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 DO.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,NJ Ob9D2 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 1 DO.0 100.0 100.0 100.0 100.0 PH:aoo 22a a22B 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 Z u 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 co O z m E 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 ^ m 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 0'^boa 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 d Of m $ MULLION r4 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 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 OL a 0 z s j 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 MULLION co 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 67.1 64.5 21170 J 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 u, 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 61.7 59.4 L w W /a 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 W2 w h ¢ <\ 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 56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 M74 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 58.0 100.0 100.0 100.0 100.0 100.0 95.1 88.7 7B.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 53.2 51.2 REMARKS BY DATE 60.0 1DO.0 100.0 100.0 100.0 99.0 91.9 85.8 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 N,, "2� 6TH FBC EDITION AG 10/17 62.0 100.0 100.E 100.0 100.0 95.8 88.9 83.0 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 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 TWO-WAY MULLION DIAGRAMS 66.0 100.0 100.0 100.0 97.5 90.0 83.5 78.0 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 68.0 100.0 100.0 100.0 94.6 87.3 81.1 75.7 66.8 63.1 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 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4 1.1NDT BE flf[RDUD[ED IN-.11 OR PMr 100.0 100.0 975 89.3 82.5 76.6 71.5 63.1 59.6 56.4 53.6 51.0 48,7 46.6 44.7 42.9 41.2 Wl`NDui WN EN[pNSFN„Di put°wG DROKf,INC. TRIBUTARY WIDTH= 2 . [RNnoxs.Noomoxs,lcxucxrwc,on Drxm 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 Z MNR[IND[[O V^`SpO:CUMfNC Mf NDr I[fl NfDNND Tf Dull fRNNCNTIDN TABLE-NOTES: `.�0eS F. O 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS �v�:' &CLIP DETAILS. QUALIFIED ANCHOR CLIPS s;'� o N .... 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. '* t 7 .� * _ 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. _ -a 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. %�o •.• pP,• �w� S. ANCHOR REQUIREMENTS: + - •WOOD:#12 WOOD SCREWS •CMU:3/16"ITW TAPCONS NAUE3 F.NDRfAO.P.E. •CONCRETE:3/16"ITW TAPCONS + + + + euflU'LNc'DDfiwp..c° •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) Epp E DeNu cK BLw.I vp DNW AUTHO R]DH MULLION ANCHOR BRACKET•2722 EHPC ca+r.aP�urHarDuna2 NaH xD°rD 6. INSTALLATION SUBSTRATES: ALUMINUM(6063-T6) FL H: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF B.29D• 4.DDD DATE: 10.06.17 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. D.2DD DWG.BY: CHKHFN •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". - - - CONCRETE SHALL BE MIN.4000 PSI. 0375' SCALE: NTS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. DWG.n: SW D014 STEEL SHALL BE MIN.18 GA.(0.0451"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/81'THICIC T_� MULLION ANCHOR BRACKET 50-2722 SHEET ALUMINUM 6063-T5. 2728 ALUMINUM(6063-T6) O OF 10 FOR CONCRETE ANCHORING o GASI_LO IIIUfl wv'3t�Yr,�. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: - Date Received: — --�� Site: Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kal in er—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) H 0 MrE" SERVICES Date:Date: 7lto Jobsite Address: To Whom It May Concern: This letter will authorize the following persons to act as agents on behalf of Arthur W Francis, CGC061641 of The Home Depot U.S.A., Inc. 2455 Paces Ferry Road, Atlanta, GA 30339 to submit for and obtain permits with respect to the installation/inspections maintenance and repair of windows, doors, storm protection, siding, soffit/fascia, roofing, gutters and attic insulation. Authorized persons: Martin Sterling Joseph Orozco Elionora Morejon Vickie St.John John Christianson Brian Kirby Dennis Godsey Charles O'Neil Contractor of Rec d- rthu Francis State of Florida, County of 14a) The foregoing instrument Was acknowledged before me this /0 day of Z011 by Arthur W Francis who is personally known to me. (SEAL) Notary Public—S �te�ofida gpRYq Nancy J.Pacini Printed name of Notary �?° + �o NOTARY PUBLIC STATE OF FLORIDA O M Commission Number/Expiration ��:, Y 'Cornmtf GCaOIir,J1 Expires 412312021 THIS INSTRUMENT PREPARED BY; IIIIIII lllllllllllllllllllllllllilllllllilllllllllllllllllll Name; The Home Depot 2018108769 Address: Rcpt:191a9436 Rec: 10.00 DS: 0.00 IT: 0.00 NOTICE OF COMMENCEMENT 06/27l2018 K. R. M. , DPIy Clerk ppULp S.0'NETL,Ph.O,PASCO CLERK & COMPTROLLER Permit Number: ° d 06 R7 2018 14g PG ��� Parcel ID Number !�3'�-!�* / I�,��:D-L`k' ' The undersigned hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following Information is provided in this Notice of Commencement i. DESCRI ON OF PROPERTY:{Legal description of the rty s add if a liable} 2. GENERAL D7CR1PT1QdN OF IMPR VEMENT: 3. OWNER INFORMATION�,� LESSEE INFO TION IF THE LESSEE CONTRACTED FOR T1iE IMPRpYEM / Name and address: iAee- �t j�t ll l?'K"XXI�+V '�!/�? Interest in property: 0, Fes Simple Title Holder(if other than owner listed above)Name: Address: 4. CONTRACTOR:Name:Tie Home DepDt Phone Number 813-626-7548 Address: 9208 Florida Palm Dr Tampa FL 33619 5. SURETY(if applicabb-,a copy of the paym bond Is sttached):Name: Address: 7 Amount of Bond: 6. LENDER:Name: Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon w notice or other documents may be served as provided by Section 713.i3(1)(a)7.,Florida Statutes. Name: Phone Number. Address: 8. in addition,Owner designates IV Ifof 1 to receive a copy of the Lienoes Notice as provided in Section 713.13(1)(b),Florida Statutes.Phone nu S. Expiration Date of Notice of Commencement(The expiration is 1 year from date of recording union a differenoLle is specified) WARNING TC,r OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE .� CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1,SECTION 713.13, FLORIDA STATUTES.AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY ' BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 4`4_)04 "� I L..., or Lessees (�NameadPmvkb SWKWSTodorfioe) ti State of rm urm Countyof The foregoing Instrument was acimowledged before me this day of N20 _ by fi �� P"I who Is personally 10 own to we 0 OR Name or pausal staLetnemt who has produced Identification iR'type of identification produced: Z t •?I "l Z- (� IWC LIWWALU.JFt. NOTARY PUBLIC STATE OF FLORIDA Comm#GG139763 ors oua- Fxpire's 8/3012021 , � ^ STATE OF FLORIDA,COUNTY OFpASCO THIS UST8CERTIFY THAT THE FOREGOING\SA TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OROF PUBLIC RECORD IN THIS OFFICE F |QALGEALTH|S in gollf DEPUTY CLERK