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HomeMy WebLinkAbout19-21722 CITY OF ZEPHYRHILLS 5335-8TH STREET ' (813)780-0020 21722. BUILDING PERMIT PERMIT INFORMATION' LOCATION INFORMATION Permit Number: 21722 Address: 38452 12TH AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-05300-0170 Improv. Cost: 24,297.00 OWNER INFORMATION Date Issued: 9/06/2019 Name: MORTUME WANTA&MYRBEL HYEUSTPJkL. Total Fees: 247.50 Address: 38452 12TH AVE Amount Paid: 247.50 ZEPHYRHILLS, FL. 33542-3744 Date Paid: 9/06/2019 Phone: (813)379-0154 Work Desc: REPLACE 16 WINDOWS S/S CONTRACTORS APPLICATION FEES THE HOME DEPOT BUILDING FEE 247.50 ,I I r n v V Ins ections Re uired FOOTER 2ND ROUGH PLUMB M INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER misc.- ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property.that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to.obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN'6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER l 9208 Florida Palm Drive-,Tampa,FL 33619 ' (813)626-7548 1 Attention: Permit # - o`Z j7 o2a Contractor— Francis-- CGC061641 Customer— Address — ,�-� Z� ►, v lj,_,�. Please cancel the above permit. The job was cancelled before any work was performed. If there is a permit refund due, please forward it to: THD At Home Services Attn: Peggy Payne 2455 Paces Ferry Road HSC C-11 Atlanta, GA 30339 If you should have any questions, please contact Nancy Pacin! at 813-413-7999. Sincerely, Arthur Francis Licensed Contractor/ STATE OF FLORIDA .COUNTY OF.-HILLSBOROUGH............... ...... ....... ... .... ....._..... .. . . ..._........... ..................._............. ..... ....................... ........... .._ The foregoing instrument was sworn and acknowledged before me this j day orX ; 20&, by Arthur Francis, who is personally known to me {Seal) Notary Publ fate o)N Qrida — Commission #GG079891 Printed Name: Eni My Commission Expires: 4/28/21 ocMY Nancyi.Pactm oQ NOTARY PUBLIC STATE OF FLORIDA COMA111 GG079891 Expires 4/28/202, i. FlOB10H City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: WAP-- Date Received: Site: yJ1i /ZV y J Permit Type: �((� ���?� her Is Approved w/no comments:❑ Approved w/the below comments: Denied w/the belop comme s: ❑ SLf This comment sheet shall be kept with the permit and/or plans. SEA' 0 5 2019 Kalvi it er—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) Q Q Plan Review Windows & Doors .. 1). Need-manufacturing installation specifications: 2) .Must meet.sections.R308.and A612 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:) Thin is for replacement'(glass for glass).only., If Vpu wish to.change from screert or vinyl wvi.ndows=to glass,then additional information is required: 6:). All windows:to wall connections shall be,left visible for:inspection: 7) All labelingand stickers.shall.remiain.on windows until final_.inspection. 9.) :No work shall.start without permit /cr-r " v 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department .r. Date Received ff Phone Contact for Permitting Owner's Name �y�l'I%�/r�L � / Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder AddrreessQ JOB ADDRESS �!O �7- �gLOT # SUBDIVISION t% U P l PARCEL ID# ��L '���Ul�'Q�✓OG`0�?� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN = DEMOLISH B INSTALL B REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION BLOCK FRAME = STEEL DESCRIPTION OF WORK IOU .T� J� BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $"7-1� VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION r =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO ® �' ' � .NY !. . BUILDER ®• '` `]CO -0 • SIGNATURE (((///��` REGISTERED/ Y/ N FEE CURREN Y/N Address 04430L ; —OM1'� License# OLPlC��C ELECTRICIAN COMPANY SIGNATURE F REGISTERED Y/ N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# IIIIIIIIIIIIIIIIIIIIt111111111111111tI1111I11111111111111I11t111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal dale. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 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,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. 'Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"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'SIOWNER'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.117. 3) - - !7 OWNER OR AGENT CONTr,ACTOR� scr'b d and sworn r affrm d)beT thi S n�y a d sworn t r affi befo me ! b Q f by ho islar ersonally k me or h /have produced o Isla ona y e or as/hav duced as identification. as identification. Not Public Notary u 'c Commiss n No. Commission No. nlancy J.Facini Name of Notary typed,prin�50.,oN.stamped " - Name of Notary typed,printed or stamped ��P� �fl J Sp NOTARY PUBLIC ; off NOTARY PUBLIC Q' i.':'.,✓' `'� 7;Lid 7y �/ A � STATE OF FLORIDA -�pSfATE OF FLORIDA ( Comm#✓:GG079891 �•; Comm#GG079891 i��� Expires 4/28/2021 sm� �9' Expires 4/2.8/2021 INSTR#2619146598 OR BK 9964 PG 654 Page 1 of 1 08/29/2019 10:01 AM Rcpt:2085698 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq., Pasco County Clerk&Comptroller J � The Home Depot 6 " 9208 Florida Palm Drive Tampa, FL 33619 Permit No NOTICE OF COMMENCEMENT State of �— County ar A'j THE UNDERSIGNED hereby gives. that Irnprovement va be made to owWn mW property,and in accordance w(th Chapter 711 Florida Statutes, the f m ft intonnation is provded in this Notice of Commeneem 1. De=iptimr of Pmp uW.Parood IIdenlification No. -7J .Z'f•�tS('n. D,r-A'd 1�- � StreetAddreea: 3 O rS2 L>� ��,44 a, yL .2r a General C'0,�..LG_(IrLIG�..:s� 1 3 Inform %L=omreticnlfthe eantrededforftimprovement. AddrRs /� CityState Interest In Property:�,k-/� Name of Fee Simple Titleholder (if diRerenthom o m e Depot Addrow ,. Contractor 9208 wnricjal�alm Drive eta Name y State & Barely. Marta Address City Stets Amaad of Band:S Telephone Na- B. Lender Name Address 1 city State Lenders Telephone No.: T. Paresis within the Stele of Florida desigrvted er upon whom notkas or other documents may be served as provided by Section 713.13(txax7),Florida Statutes: Name Addrsas State Telephone Number of Designated Person. & In addition to himself.the owner designates —of— to mena copy of the Lionofs Notice as provided In Section 713.13(1 ft Flatde Statutes. Tetaphorw Number of Person or Entity Designated by Owner g. E)ptradon date of NoWa of Commenoemest(the e4h9110n date may not be behue the completion of construction and foal payment to the witrector.but will be one year from the date of recording unless a different date is 0-mod): WARNING To OWIt M 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 FLORMA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENt MUST BE WITH YOUR LENDER AND ORD ON AN ATTORNEY BEFORE COMMENCINGTE BEFORE WORKWORK OR RECORDINGNSPECTION. IF IYOURDNOTICE OF AINCOMMENCEMEENNSULT r. TUmy�lat�owl dge e�tW�beifer b that I have read the foreii of cam dud fads stated therein are true to the best STATE OF FLORIDA COUNTY OF PASCO Signafue of Owner tX tx ^ 00� ORker/Diirrrector/Pwtnerawayer !VYn` V 4I�(It� Signnato"Titiel ( The foregoing Instrument was�imowtedged. pie tyre thin Aday I o1FAh71)S�: %by rffi �i.l of eutboft.e.g..oflker,uumee,rdtorney in fed)far �G� (n of an of Instrument Wes erecumd} Pemonaily Known❑4S P�++� m pied Ide -^^n ig Notary Signaler Type of Iderititiratlon Produced r�/�J'_ Name(Flint) Bonded ffn ARM Nalliq . ^ STATE OF COUNTY OF MtCO THIS ISTO'CEFT|FY THAT THE FOREGOING|SA TRUE AND CORRECT COPY OF THE DOCUMENT ' in god-we 7-rwr � ONF|LEC}ROFPUBUC�RECORC>]NTH(SOFFICE - -.------ ----.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. Myrbel I Wanta Tampa 1-MJNP355 Customer Last Name Customer First Name Store #/ Branch Name Customer Lead/ PO# 38452 12th Avenue 1. Zephyrhills FL 1 33542 Customer Address " . City State Zip (813) 379-01 1 Imyrbell23@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: 9208 Florida Palm Drive Tampa FL 33619 Address City State Zip Or Email' I customercancellationsouth@homedepot.com Service Provider Email Address BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES A DIFFERENT CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR 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 OF YOUR RIGHT TO CANCEL. Acknowledged by: 08/17/2019 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: $ 124297.00 Includes all applicable taxes. Excludes finance charges.* Sales Tax: $ 10.00 (if applicable) *Maximum deposit ONL Y applicable in MD, MA, ME(3396), NJ, WI(999,.) Dep. 1100 % Deposit Amount $ 24297.00 Remaining Balance $ 0.00 The Home Depot-2455 Paces Ferry Road,N.W.Bldg.B-3,Atlanta,Georgia 30339-Customer Care:1-800466-3337 460FI HDE Customer Agreement(24 Jul.18) v 0.1.8 Home-Improvement Agreement: Paget -- -- - ---- - -------------- 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: 1o/1z/2019 Approximate Finish Date: 11/09/2019 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 !Ming 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 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 opy of th? Agre ment. Kelp it to protect your legal rights. X 8/17/2019 The Home Depot Cu tomer's Sign ture Date Service Provider Name X 08/17/2019 9208 Florida Palm Drive Co-Signer (if applicable) Date Service Provider Address X 1 08/17/2019 Tampa FL 33619 Signature On Behalf of Home Depot Date City State Zip Service Provider Phone Number 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 4601`I ME Customer Agreement(24 Jul.18) v 0.1.8 J , r , y a, y ,� _,,� ''`��:, _,�3 dam,...-' �-• �7 `r r » <ad ¢hm ` e<S t yk •�'' 1 `i13 �- �,y � Syr,•' CO cj U ,• o`r - R Ion!It , 5 'I! •}.a 1.` ,�.. i 'lira .::�".::;`v..y,r,+,:;=;m"•. �. N7 , _ 1 :�t; ,.tJ`z° h:::u±sji+t< .::✓.a°• .3 , , i� n�. , L , i, , .. F+.:s...Z:....�,:. -._..»,..., ...:.�:.4•:.a. ...• :d.<n':^ .lr. {!e;:{.z .7'•'�<�v„"'„ir`;.,.`�'. i' . 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MULL,STD,White, LSR 1 FAM 1st 2 PNL N 2 PNL 8650 WH WH 52 61 113 Glass Pack:Standard x S MULL, GlassPack: LSR 2 FAM 1st CF N PW 8650 WH WH 52 61 113 Standard STD,White, LSR 3 FAM 1st 2 PNL N 2 PNL 8650 WH WH 52 61 113 GlassPack:Standard x S STD,White, LSR 4 BED1 1st 2 PNL N 2 PNL 8650 WH WH 52 50 102 GlassPack:Standard X S STD,White, LSR 5 BED2 1st 2 PNL N 2 PNL 8650 WH WH 52 50 102 GlassPack:Standard x S STO,White, LSR 6 BED2 1st 2 PNL N 2 PNL 8650 WH WH 52 50 102 GlassPack:Standard x S* STD,White,Obscure LSR 7 BATH 1st 2 PNL N 2 PNL 8650 WH WH 25 37 62 Glass;Full, GlassPack: x S Standard ISTD,White, LSR 8 BED3 1st 2 PNL N 2 PNL f 8650 WH WH 52 50 102 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 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 Pionite,Birch or Oak) WINDOW SPECIFICATION SHEET Spec.Sheet#: 1-MJNP355 Sheet: 2 of 3 Customer: Wanta myrbel Job#:1-MJNP355 Consultant: David Wilson Date:,08117/2019 Existing Window measurements Hinge Locations Grids Product Options Labor Options From outside, Left to Right Location Color Rou Bays,Bp s gh Opening #of bars #of bars Csmnts,I wnl, use L,R'or S Glass Hardware Misc Items Screens Code For doors use Mull c .0 C "S"=stationary or Style Wraps to - 0 -6 Room 0 "X" operating (YM) Style Code' -6 Code E Floor cc Series Code LU �F 3: td 0 0. > 9 BED3 1st 2 PNL N 2 PNL 8650 WH WH 73 50 123 STD,White, LSR GlassPack:Standard x S 10 BATH 1st 2 PNL N 2 PNL 8650 WH WH 25 37 62 STD,White,Obscure LSR Glass:Full, GlassPack: X s Standard 11 KiTCH 1st 2 PNI, N 2 PNL 8650 WH WH 52 37 89 STD,White, -CS—R — GlassPack:Standard x i S 12 DINE 1st 2 PNL N 2 PNL 8650 WH WH 52 62 114 STD,White, 5R GlassPack:Standard X S 13 LIV 1st 2 PNI, N 2 PNL 8650 WH . WH 52 49 101 STD,White, LSR GlassPack:Standard x S 1 LIV 1st 2 PNL N 2 PNL 8650 WH WH 52 50 102 STD,White, LSR 4 GlassPack:Standard X S 15 MBED 1st 2 PNL N 2 PNL 8660 WH WH 52 49 101 STD,White, LSR GlassPack:Standard x S 1 MBED 1st 2 PNL N 2 PNL 8650 WH WH 52 STD,White, LSR 6 49 GlassPack:Standard X S SPECIAL CONSIDERATIONS: Wrap Color Interior Casing Type Bay or Bow window: Sealboard material(vinyl only-Birch or Cato Bay Project Angle(30 or 45) Bay Flanker Type(OH.SH,or Csmnt) op of window to soffit(inches) It 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) Special Terms and Conditions on the following page Garden Window: Seatboard Material(vinyl only-White Pionite,Birch or BCIS Home Log In User Registrations Hot Topics Submit Surcharge i Stats&Facts Publications Contact Us BCIS Site Map Links % Search Ronda .`, &Product Approval d rUSER:Public User .,.. Product Approval Menu>Product or Aoylication Search>Apylkation=Cist>Application Detail em FL14994-R4 Application Type Revision Code Version 2017 Application Status F L Approved Comments „ - Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 ~�Q32)435-1000 �� -,.Jonberrian@slbp.com� .vi"� _:. Authorized Signature Jon Berrian jonberrian@slbp.com Technical Representative Address/Phone/Email Quality Assurance Representative — Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers.Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL14994 R4 COI COI Silverline SS 2017-06-14.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code - - Product Approval-Method- — - -Method 1 Option D -- - Date Submitted 08/17/2018 Date Validated 10/14/2018 Date Pending FBC Approval 08/21/2018 Date Approved 10/18/2018 Summary of Products FL# Model, Number or Name Description 14994.1 Vl Series/70 Series (2800) Gliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R4 II SWD027 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 FL14994 R4 AE PERS144 SS 2018-02-08.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes requirements and limits of use. 14994.2. V3 Series/70 Series (8700) Gliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R4 II SWD028 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 4,.,70ther:_See Installation Instructions and Product Evaluation FL14994 R4 AE PERS488 SS 2018-02-08.pdf Reportfor�allowable design pressures, sizes,installation Created by Independent Third Party: Yes requirement and Limits of use. 4 14994.3,�,*, -" I I V3 Series/70 Series (8700) Gliding Window 14 Limits of q!iip'10041 Installation Instructions Approved for'use in HVHZ: Yes FL14994 R4 II SWD029 SS 2018-10-1l.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P,E. Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14994 R4 AE PERS146 SS 2018-04-19.pdf Report for allowable design pressures,sizes, installation Created by Independent Third Party: Yeses requirements and limits of use. 14994.4 V3 Series/70 Series (8800) Gliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R4 II SWD030 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 FL14994 R4 AE PERS147 SS 2018-02-08.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.Cmynj' ht 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 mall.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 emalls 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: ® a:hctk Credit Card' Sate Silver Line SILVER LINE W I N D O S AND DOORS V3 SERIES 70 SERIES ONE SILVERLINE DRIVE NORTH BRUNSWICK,NJ 08902 GLIDING WINDOWS 8700 PH.IaDD123-22e (IMPACT)(HVHZ) J =m E 8 o 9 _dg GENERAL NOTES: \ Z s s o E Z W m 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND DESIGN PRESSURE TABLE TABLE OF CONTENTS MANUFACTURED TO COMPLY WITH THE CURRENT EDITION SHEET REVISION SHEET DESCRIPTION h 2 Z m ED FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING Q BEEN EVALUATED ACCORDING TO THE FOLLOWING: 1 - GENERAL NOTES&GLAZING DETAILS w w (/ • AAMA/WDMA/CSA 101/I.S.2/A440-11 2 - ELEVATIONS&ANCHOR LAYOUTS sL w \ 73.0 X 53.0 XO +50/-50 PSF LARGE MISSILE • ASTM E16- • ASTM E199 6-12 " " 3 - VERTICAL SECTIONS H • TAS 20-94 TAS 202-94 4 - HORIZONTAL SECTIONS REMARKS BY DATE • • TAS 203-94 5 - ANCHOR DETAIL&SCHEDULE 5TH FBC EDITION FM 10/17 2. ADEQUACY OF THE EXISTING STRUCTURAL 6 - COMPONENTS&BILL OF MATERIALS CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF , WITHSTANDING AND TRANSFERRING APPLIED PRODUCT ON O DFSCRi FpR OEO NERE�N ARE DFN LOADS TO TH E FOU NDATION IS THE RESPONSI BILITY OF TH E At,miv nOFREOM"nEO—OALm Asrcaslc ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF SFROMT RE EDEIDRIDnSEAUSE Ix5iN4n0x TODEWTE INSTALLATION. 3/4"O.A.LG sosslxEEeo enainnssn.0 aiipiinisrennca CONSISTING OF: 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 1/8"ANNEALED GLASS Igltally slgnPq py H&kt6/Fr Norero,P.E. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE AIRSPACE eeson:Gehl tI dduVnenl STRUCTURE.BUCK DESIGN AND INSTALLATION 15 THE I 1/8."ANNEALED GLASS `?RB�8. •.H RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 0.09'PVB INTERLAYER FOR THE PROJECT OF INSTALLATION. 1/8"ANNEALED GLASS =v� E S• �p i SETTING BLOCK \ SPACER MATERIAL:BUTYL-REINFORCED STEEL �. N .7 7 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC , AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC "9 S A OF `SITE:IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE / SILICONE `A FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFICDOCUMENTS FOR USE WITH O'� - )��'�• �� AREAS.IN HVHZ AREAS,ONETIME PRODUCT AIS DOCUMENT'PROVALT02 EXTERIOR INTERIOR BE OBTAINED FROM MIAMI-DADE RER OR AHJ. NE>lE/Eklq HVflblb�a.E I/ FLORIDA P.C.No 2me S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED 1/2"MIN.GLASS ""'BIND BRDPs,INc ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. Doe a NIA B A.. alw a]e BITE GLAZING DETAIL DA OF BEACILIZ]J iBPE CFAT.DE wnlCwunax NR.zs52e 6.WINDOW FRAME MATERIAL:PVC FL N: GLAZING NOTES: F L14994 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS 1. GLASS TYPE AND THICKNESS SHALL COMPLV WITH CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. ASTM E1300 REQUIREMENTS AS WELL AS APPLICABLE DATE: SAFETY GLAZING REQUIREMENTS PERTHE FBC. 09.26.17 THICKNESS,TEMPER,AND SAFETY GLAZING DWG.BY: CHK.BY: REQUIREMENTS SHALL BE REVIEWED ON A SITE CL H FN SPECIFIC BASIS. SCALE: NTS 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 i (SHORE A)AS REFERENCED IN FBC CHAPTER 24. DWG.H: S W D029 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH SHEET: FOR GLASS WIDER THAN 36"AS PER FBC CHAPTER 24. 4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX ' VALUES IN GLASS CHARTS. OF 6 Silver Line UvAndciseTi ONE SILVERLINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(AM)2J<+T228 E7 F- Z� E UNIT MAX. o 'o ri mTo WIDTH73.0" to zN 5 os� &„ D.L.O MAX. o o ? 5 a WIDTH32.5"� (L Z -'1 JWia ooa 21.0"MAX.O.0(TYP.) 6.0"FROM kD ; B p CORNER(TYP.) z z DO 3 3 �o F ED � a o ate EL I' REMARKS BY DATE 8.0"MAX.(TYP.) STH FBC EDITION FM 10/17 UNIT XII „OI, D.L.O.MAX. ti XII OSI MAX. HEIGHT HEIGHT 56.12" THE INEiALMON 0E AR OEssmREOHERHNARE c[NERK AID 63.0" A SITE.—EC TIONSCAWEINSTnNAT[ONT00-1 Q FROM EN4 NffR OR ATHERE 'RCHITFR SNALLPRFPAR""[S if SVFCNICO 6.0"FROM oomMENTSFDAUSEWIN HISoomNENT CORNER(TYP.) `A�1lIIII�I��A� 6.0"(TYP.)—4► 2.0"(TYP.) N .7 7 o S A OF — ' � cum ELEVATION ANCHOR LAYOUT °T� -,o Ion: THROUGH FRAME ', 'SREHFbWIN ba..c FLORMA P.C.No 73778 DURDINO DROPS,MC J08 E DMIA OEACR 9LVD./1N DANIA,BEACH.n.J EHPE CERT.OF AUTHORIEAnON H,29376 FL k: FL14994 DATE: 09.26.17 DWG.BY: CHK.Bp CL SCALE: NTS DwG.n: SWD029 SHEET: n/J LS _2L 6 I i Silver Line EO �vAnde`rsivi 31 ONE SILVERUNE DRIVE NORTH BRUNSWICK•NE 08902 • PH:1800)2344228 Z 8 vi Wm D O' m 3 3 �3 ° o§-1 G zmw a 4 O o 6 W3 5 oog' 6 F 25 4 N2 > ymm �o ' m 2 w \`-- 2 w � a / � a REMARKS BY DATE SEE GLAZING = 6TH FBC EDITION FM 10/17 DETAIL SHEET 1 Lo SEE GLAZING = 6 = DETAIL SHEET 1 6 EXTERIOR , EXTERIOR- INTERIOR o 2 6 a INTERIOR LL lL MFINRANATIONORARS FORERDNMEGENERIC AND AUY NOTRFiIfRARU'LcoAICONDIOONSfORASPFOfIC 2 EDSRF COxDITIONf puSFi RADATONTOOEVNR f FNGwEFRORAACNO USE SHALL PEAARESOESY[ wiO DOOIAONT. 6 DDD``Tf,)) uMMn�,�� 4 6 \ s .-Ao s 5 O O 25 5 = N .77 >� o s A' OF Z 0 26 0 26 FLORID In NMFS[b?P.E fIDPIDA 0 D Ha T m BULLDA DROPS,INC ]98 E.D DANIA PEACH pLVO. ]Je DMIA BEAO.R MPE CFAT.OF'AUIHORRATION Na 29578 31 FL It: FL14994 DATE: 09.26.17 DWG.BY: CHK.BY: CL HFN �A1 VERTICAL SECTION rB VERTICAL SECTION SCALE: NTS 3 3 DWG.W: SWD029 SHEET: I OF 6 I j Silver line bnAndCKLE ONE SILVERUNE DRNE NORTH BRUNSWICK.NI 08902 PH:18001 U44228 LJ m ?m E W� Z O $a INTERIOR w`^ G U L9mm"�"{ h2 < z 0 sgol F oo� ZO d 3 3 27 4 zt 13 22 2 SEE GLAZING 4 2 22 21 20 2 13 4 3 W Z H r CO DETAILSHEET I _ w � a .. w I F � E- / REMARKS BY DATE SEE GLAZING 6TH FBC EDITION FM 10/17 DETAIL SHEET 1 OO ON DETAILS DOOTBED HERON AREGExERIC 2S O O TOLDS CDNOITOxS-111STAU 01 TO DI—TE THE REONRFEAFxRO uEEO xEREW,ADRNi[O O O EE GNEER 1-0- -To us Sx.SuvnEAMESNESE[ORIC ##8 PPH SMS 19 22 24 22 .��`` h. /0 ,J,�� D.L.O. D.L.O. 31 �) �• S �° i MAX.FRAME WIDTH N .7 71C EXTERIOR S a S A OF A HORIZONTAL SECTION :°� 0 1DP' `"uj �° HFTEl1EE IF1 NDDtkb�V E FLORMA P.E NO DJTEB BUIL PS,DING DRO INC JPO E DMA BEACH BLVO. JJO DANIA BEACH.EL 13001 iBPE CEAT.OF AUIIKNOUTON N.2B575 FL N: 'FL14994 DATE: 09.26.17 DWG.BY: CHK.BY: CL HFN SCALE: NTS r DWG.11: SWD029 SHEET: i 0F 6 NOTE: INTERIOR MIN.EDGE DISTANCE MIN.EDGE DISTANCE SILL AND JAMB HAVE EXTERIOR �I Silver Line SIMILAR THROUGH FRAME SUBSTRATE SUBSTRATE ANCHOR DETAILS 3/8"MAX. BY OTHERS BY OTHERS' SHIM SPACE 1 MIN.EMB. NORTH WICK,N10890i MIN.EMB. PERIMETER SEALANT PH::(800)18001234<ii8 BY OTHERS MIN.EMB. 3/8'MAX. 3/8'MAX. O SHIM SPACE Li m SHIM SPACE SUBSTRATE BY OTHERS i Om�q", MIN.EDGE EXTERIOR O O INTERIOR h 3 u V gLR l7 mma:` EXTERIOR INTERIOR DISTANCE C, `z a pJaa m ANCHOR DETAIL ANCHOR DETAIL rC ANCHOR DETAIL w z. o THROUGH FRAME(HEAD) \ / STRAP ANCHOR SILL Q = o m m 5 5/ (SILL) 5 WINDOW LOCK / 'w \ EXTERIOR INTERIOR ~ Ee NOTE: p a MIN.EDGE DISTANCE SILLAND JAMB HAVE '1 MIN.EDGE DISTANCE REMARKS BY DATE SIMILAR THROUGH FRAME SUBSTRATE 6TH FBC EDITION FM 10/17 ANCHOR DETAILS BY OTHERS SUBSTRATE BY OTHERS MIN.EMB. MIN.EMB. INSTALLATION NOTES: THE INSTARANON OETAID DES HEflFIN ARE GFN[RI[ i REEI[R ACNASCRIBED SIECIEIC 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED PER LOCATION IN SILL,TWO(2) •so..miRiamRiuiNis oEi¢oH uo`:°IKpExsm 3/8 MAX. exG1NEER DRaue usiw miwsoaumieianc INSTALLATION ANCHOR ARE REQUIRED PER LOCATION IN HEAD&JAMB. SHIM SPACE paeuenE 3/8"MAX. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF SHIM SPACE \�L1LL 11I I I II rrJ/i� ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF i1/2 INCH THE \•E• S ••• DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT EXTERIOR O O INTERIOR N 7 7 O CONSIDERATION OFTOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE EXTERIOR INTERIOR �. INSTALLATION ANCHOR TO THE NEXT. 3 OF ANC HO R DETAIL ANCHOR DETAIL �0 A 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). O (OP,••. ` MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/16 5 THROUGH FRAME(HEAD) 5 WINDOW LOCK INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SNAP ON FLANGE SNAP ON FLANGE i��'SS ENS'\\•` \ METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT 'HE7(R/E�Jq NDRAib,P.E` S. FOR MASONRY OR CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED OPTIONAL RUMDA P.0 No 7377. (OPTIONAL) BUIWINO DROPS,INC AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE WOOD:MIN.SG-0.55 1110 WOODSCREW 1.5• 0.75• 3Y5 c DANIA BEACH 8Lw. 33B DAMA BEACH,FL Md STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE 03 ON METAL:18 GAUGE. 3THREADS MIN PENETRATION FBPE DENT.DE ADTHBRRATEIN NR. W. MIN.Fy=33K51 a14 TEK SCREW 0.76• SHEET 1 FOR MORE INFORMATION. THROUGH FRAME CONCRETE-- BEYOND METAL FL R. t—iJ00P5I 114•ITWTAPCON 1.75• 25' FL14994 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING MASONRY;CMU por BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. STM C90 re=20oaps 114•ITW TAPCON 1.75' 2.5' WOOD:MIN.SG=0.65 910 WOOD SCREW 1.51 0,75• DATE: 09.26.17 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF METAL'18 GAUGE, 3THREAOS MIN PENETRATION CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. MIN.Fy=33KSI a+4 TEK scREw eEYOND METAL 0.75• DWG.BY: CHK.BY: STRAP ANCHOR CONCRETE: CL HFN B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION r.-3000PSI 114'I1W TAPCON 1 1.75' 2.5- -ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF MASONRY:sTM CSC rc=CMU par 2000Ps 1/4•I7VJ TAPCON 1.7s• z s• SCALE: NTS BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. WOOD:MIN,SG=0.65 1110 WOOD SCREW 1.1 D.7s• DWG'p' SWD029 0. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR METAL•MIN.Fy-3 1B GA 3KSI GE H14 TEN SCREW 0.75• . 3THREADS MIN PENETRATION SHEET:BEYOND METAL MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED WRNDow LOOK CONCRETE: IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY rD=3000PSI 114•ITW TAPCON 1.7W 2.5• THE ANCHOR MANUFACTURER. 111I r� RYo=2aoFs +14•ITWST. TAPCON' 1.75' 2.5• OF 6 i BILL OF MATERIALS Silver Line BrAndc'7sin N0. PART NUMBER DESCRIPTION MATERIAL O STRAP ANCHOR O GLAZING BEAD O FRAME E13" l 1.8795 STRAP ANCHOR STEEL2 R9S17 GLAZING BEAD PVC - 3 118701 MAINFRAME PVC - 1.594" 3.750" ONE SILVERIINE ORNE 4 - WEATHERSTflIP-FIN PILE VINYL NORTH BRUNSWICK,NI 0890207S"- PH:1800)134A228 S 118722 SILL INSERT PVC D.O7S" D.363" 2.25" d m 6 X8704 SASH RAIL PVC Q,04" 0.64" �� h ?"' o 13 XB706 PULL STILE PVC p Q 0.523"EXTERIORMEETINGSTILE ap19 f10707 = e, - yLn QQ�vNa 20 - SASH KEEPER LOCK STEEL Ln LLO L9 21 i 119708 INTERIOR MEETING STILE PVC SILL INSERT O SASH RAIL 13 PULL STILE to 22 48766 SAS"REINFORCEMENT 6063-T6 os M m ; �T -23 X85161 EXTERIOR MEETING STILE REINFORCEMENT STEEL m Z 2 m m 24 R8761 INTERIOR MEETING STILE REINFORCEMENT STEEL - 0.065" Q•07" Q 25 - WINDOW LOCK PLASTIC V 0.625" - 1.562' I- 26 = WEEP HOLE - 1.OD° 1.435" 1.19" REMARKS BY DATE 27 - TRACK REINFORCEMENT 6063-T6 - 1.54 6TH FBC EDITION FM 10/17 -1.435" 1.00" 30 118723 SILLCOVER PVC 31 R8559 SNAP-ON FLANGE PVC 19 EXT.MEETING STILE 21 INTERIOR MEETING STILE 22 SASH REINFORCEMENT TNFINSTNUIION OETNIf OFS[NRFO N[REW ARF G[NERIC SOLm♦TECO TIO's iuxl CpxoOIDRO-q 4CORC NTF cou"IDxS GUSF IxSTNIuIIDxiO,DEVIRTE - 1.562" FROM THE RfpuInEMIR11 URFOHFRER4.A,UCEIAM ENGINEER OR ARCNITFC 11 SI 11CIFIC ODCUMFN fOR USEDAIH IRSDDNMENT. F� \\11111/1/7 1.435" 0.07" 0.1011- 1.251" 0 1.00" 0.07o� Y E,-S -.'pp N .77 Tk - fl 5 A OF tY 25 WINDOW LOCK 23 EXT.MEETING STILE REIN. 24 ANT.MEETING STILE REIN. z7 TRACK REINFORCEMENT ��0 O IOp:'w�` _ 0.334"- HEALIERIA HORFSFbt P.E 0.125"- FLORIDA P.E No n7TX BVILDINO CROP A INC O O OXX E DANIA BEAM BL1D. 3Xe 0.074"- - 0.300 DAMA BEAM rt>.- 2.668" 0 875" 1.435" FORE GIRT.OF AUTHORIrATIM ND.2B'l7G - o o 0.825" -� L 0.186" 1.492 FL N: F L149 9 4 0,968"3.750"- DATE: 09.26.17 30 SILL COVER 31 SNAP-ON FLANGE DWG..BBY: CHKIiFN - 1.S45" 0.060" SCALE: NTS j 1.435" O oo O oo 1.375'� SHEET: : SWD029 1.125" 0.275" SHEET: OF 6 i I, 8CIS Home =.` Log In User Registration i Hot Topics ! Submit Surcharge i Stats&Facts Publications f Contact Us aCIS Site Map i Links Search Ff�l7da Product Approvai "6F USER:Public User Product Approval Menu>Product or Application Sea ch>Application List>Application Detail : ��•- € -s; W FL# FL14918-R7 "'"� `t Application Type Editorial Change Code Version r 2017 '' Application Status 4..s.Apro ed Comments Archived h Product Manufacturer E• Silver Line Building Products Corp, Address/Phone/Email4" One Silverline Drive North Brunswick,.NJ"08902-� jonber'era @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 Quality Assurance Representative Address/Phone/Email �1 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 FL14918 R7 COI COI Silverline SS 2017-06-14 pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2012 Equivalence of Product Standards Certified By Sections from the Code J Product Approval Method Method 1 Option D Date Submitted 09%12/2018 Date Validated 10/12/2018 Date Pending FBC Approval 10/21/2018 Date Approved 12/11/2018 Summary of Products FL# Model,,Number or Name Description 14918.1 V1 Series/50 Series(2050) Picture&Fixed Specialty Window Limits of Use Installation Instructions Approved for use in HVHZ: No .FL14918 R7 II SWD024 SS 2017-12-18.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 FL14918 R7 AE PER5194 SS 2017-12-18.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes requirements and limits of use. 14918.2 Vi Series/50 Series/70 Series(2130) Picture&-Fixed Specialty Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R7 II SWD025 SS 2017-12-18.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 FL14918 R7 AE PER5195 SS 2017-12-18.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes requirements and limits of use. 14918.3 V1 Series/50 Series/70 Series Picture&Fixed Specialty Window (2250/2350) Limits of Use' Installation Instructions Approved for use in HVHZ: No FL14918 R7 II SWD026 SS 2017-12-18.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 FL14918 R7 AE PER5196 SS 2017-12-18.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes requirements and limits of use. 14918.4 V1 Series/70 Series(2950/4950) Picture&Fixed Specialty Window Limits.of Use Installation Instructions Approved for use in HVHZ: No FL14918 R7 II SWD021 SS 2017-12-18.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 FL14918 R7 AE PER5191 SS 2017-12-18.pdf .Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes requirements and limits of use. 'r.14918.5 a V1 Series/70 Series(2950/4950) Picture&Fixed Specialty Window :ry T `Limits-of Use___ Installation Instructions Approved for�us in HVHZ: No FL14918 R7 II SWD022 SS 2017-12-18.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 FL14918 R7 AE PER5192 SS 2017-12-18.pdf Report for allowable design pressures,sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14918.6 V3 Series/70 Series(3000/3900) Picture&Fixed Specialty Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R7 II SWD045 SS 2017-12-18.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 FL14918 R7 AE PER4819 SS 2017-12-18.pdf Report for allowable design pressures,sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14918.7 V3 Series/70 Series(5810/5840) Picture&Fixed Specialty Window I Silver Line SILVER LINE WINDOWS AND DOORS aAnElerseh a . f V1 SERIES170 03' ONE SILVERDNE DRIVE NORTH BRUNSWICK,NI 08902 j SERIES PICTURE & FIXED SPECIALTY WINDOWS PH:80013Ca728 Z� E (29501MPACT/49501MPACT) �3a ¢ g5$^ �� Wok o �-� Cg� Z cc 9- oa9�-= I 3 Q smxP< L ZA`g' $ 2r- Pa o h o 8 GENERAL NOTES: 'a'+ z TABLE OF CONTENTS / 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND a Z ¢ Ca` MANUFACTURED TO COMPLY WITH THE CURRENT EDITION SHEET REVISION SHEET DESCRIPTIONto I'S r1 \ FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS 9 BEEN EVALUATED ACCORDING TO THE FOLLOWING: 1 - GENERAL NOTES&GLAZING DETAILS • AAMA/WDMA/CSA 101/1.5.2/A440-11 REMARKS BY DATE 0 2 - ELEVATIONS&ANCHOR.LAYOUTS ASTM E1886-OS 6TH FBC EDITION FM 10/17 • ASTM E1996-12 3 - VERTICAL SECTIONS e 2. ADEQUACY OF THE EXISTING STRUCTURAL 4 - HORIZONTAL SECTIONS CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 5 - INSTALLATION NOTES,ANCHOR DETAILS&SCHEDULE AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT IN.Be IS THE PROP[gtt OE BUIIOING OPOPS.Ix[ D SIULLLNOT BE REPRODUCED IN WHOIEOR PART g LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE THDUTWRITTENCDNSENTOF BURDRIG DROPS.INC ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF ALTERATION 1,ADORI-1.1HIGHUGImNG,on DTNER MARKINGS TO THIS OOWME T ARE NOT PERMITTED AND D NSTALLATION. IWAEIDATE OUR CERTIFICATION. E DESIGN PRESSURE TABLE DIIII1,11y signed �Ifff�q�q,q FF Norem.P. 2 3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND Beeson:I Ip11s�roying IIfiS�tyOm'enl ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE Date:? .1z> g13T i' STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 1�y!/.• •.-'pO T, FOR THE PROJECT OF INSTALLATION. 56.0"X 73.0" SINGLE PICTURE +50/-50 PSF LARGE MISSILE 7 I 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPECIFIC -O T T a SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE (Z/ FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED % O.o••', P•'�Z ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC / CC ••'••••••• DOCU' I AREA541N HVH2ENTS OR USE AREASWONE TITH IME EIS DOCUMENT PRODUCT AIPPROVAL TO 3/32/ANNEALED INSULATED GLASS - // SS/ONA�-��G a BE OBTAINED FROM MIAMI-DADE RER OR AHJ. 0.090 DUPONT PVB INTERLAYER HOM FLORIDAP WA� s e 3/32"ANNEALED BUILDING DROPST INC >: 31B E.DANIA BEALH BLVD./3Y 8 S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED INTERCEPT GLAZING AIRSPACE BANIA BEA61,R JJOW ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. iBPE CFRi DP AUTNORRATIOH H.anm SPACER 1/18"ANNEALED FL N: fi.WINDOW FRAME MATERIAL:PVC F L14918 e 7.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS GLAZING NOTE: j CHARTS.SEE SHEET I FOR GLAZING DETAILS. GLASS THICKNESS AND TYPE SHALL DATE: 09•29.17 ^ 1/2"MIN.GLA99 COMPLY WITH ASTM E-1300 GLASS BITE EXTERIOR INTERIOR DWG.BY: CFI K.BY: 'D CHARTS REQUIREMENT GLAZING DETAIL CL HFN SCALE: NTS € DWG•g: SWD022 e i SHEET: a 2 .I OF 5 I I i I i i i I Silver Line UNIT MAX. brAndfien WIDTH 56.0" a D.LO MAX. _ {�— {� 03E WIDTH 51.0" (W)—I 4�--.(W)_' (w) (w)8"FROM CORNER(TYP.) 13.0"MAX.(TYP.) ONE SILVERLINE DRIV I NOflTN BRUNSWIEK,N108902 Li (H) I �/ I (H) �� I (H) (Fo--j (H) � PN:800 234-422B L LL L.L L ° Its, 12 Z A 'I (W) r` 3DL 'o a °o0 5 �;s';c;a5' Off 14.0°MAX.(TYP.) 2 Tn m b=m UNIT NO, I-�(W)�I L�(w) 1 !.� (W)—�I a 3\ o LD m m m m' �I .z s<..;� MAX. I D.L.O.MAX. (H) W a HEIGHT HEIGHT / (H) �� (� �� (H) �' DO O m !\/ e III TTI (W)_I `�Nry a W I � �(w)I I � I N W 8.0"FROM (H) I I (H) REMARKS BY DATE s CORNER(TYP.) I 6TH FBC EDITION FM 10/17 ELEVATION ANCHOR LAYOUT L THROUGH FRAME UNITS OF THE SHOWN SHAPES ARE ALLOWED PROVIDED CONSTRUCTION,GLAZING,& ANCHORAGEARE PER DETAILS SHOWN HEREIN.ALL SHAPED UNITS SHALL FIT WITHIN ENl:oowmxnls TNFPROPFRTrocaunGlxG DRws.iNc v THE RECTANGULAR AREAS AS SHOWN. gxosxquxm BE REPRODUEED 01 M0IEDR MT $ MAXIMUM W=53" MTES-IDNS,ADI DNS.HGHDGNxNG,OR D—THFq UNIT MAX. MAXIMUM H=73" q"q"�TlIWAIo.GTiouE�Englvi-14.""r. qNo WIDTH 56.0" MAXIMUM DID 55 PSF ' D.LO MAX. ````tttttlttf2�lj'' WIDTH 51.0" 2.5"FROM ��� ��$F. O iI e A ~I CORNER(TYP.) - 3 �-I 1�5.5"MAX.(TYP.) ` 7. O' (W)�I T T Of Z 5 4 ON 0 IH) (W) NAk- I x�E�4!eNo7iMIS ` e MAX D.L.O.MAX. (H) 09e c Du2m.0q a ROPILIN ye HEIGHT S.5"MAX. IT.W eE.TN n.]3ao� HEIGHT 68.0" (TYP.) PePE Ea•:ar.aF wTNDRmTnoN No,ve�e 73.0" FL q: NOTE: F L14918 "s 2.5"FROM WINDOW WIDTH(W)AND HEIGHT DATE: CORNER(TYP.) (H)ARE INTERCHANGEABLE FOR ALL 09.29.17 DWG.BY: CHK.BY: SIZES HEREIN NOT TO EXCEED 8 _ MAXIM MNTESTED SQUARE FOOT AREA. CL HFN ANCHOR SPACING SHALL NOT EXCEED SCALE: NTS C THOSE SHOWN FOR LONG OR SHORT LEG a OF UNIT. DWG. SWD022 Y ELEVATION ANCHOR LAYOUT SHEET: NAIL FIN OF 5 I I I - I I i Silver line I MAndec�'F:n EB a ONE SILVERLINE DRIUE NORTH I4 N10E90T PH::1 R0080DI 29A4228 k V m M' Z dm�1 pEp • �� aQo zo C m S a3� z R 2 I N'G c� m� 0 SEE GLAZING SEE GLAZING �_ U I�,_ h > W m w DETAIL SHEET 1 DETAIL SHEET 1 N- o X 2C � _• Q w REMARKS BY DATE EXTERIOR INTERIOR = EXTERIOR INTERIOR 6TH FBC EDITION FM 10/17 i TIRSNDS"' EiS PRpPEAtt OOAR IhC 1 SEE GLAZING ANOSNAWAR_E R.51W OfOTIN WNOFE OR PART S wrtNONfIONS. MONS.I GHUGHNING PROP;WC DETAIL SHEET 1 SEE GLAZING A[fEMIION;ADOIHONP,MGHRGHFWG,OR CNNFR MMRINAETOTHISOOfDMFNTMENOTPf0.MIilFOANO n I r Y �DETAILSHEETl INN•eepATFpuRfERnrlrn o 0 rifI �� .Flo .......©.. . sy� Gi1f�OtP"' ,`9 ± ELDRIEA P.E.No 7377E BUILD=i 39E E.OANU IBEAB�BF.YD/33! IIJJ J]DDi FPPE Gpti.DF AUiHD1FRATtW H.1257E e FL N: I FL14918 i DATE: 09.29.17 8 owG.BY:CL cH I BY: FN VERTICAL SECTION VERTICAL SECTION 8 - I 3 — — 3 q SCALE: NTS c i DWG.H: SWD022 SHEET: I OF 5 I i j i ` | � | ! ` ' . . ' - i S U_2 r f tiv_ • - `has• '. } �x "°' :;.:..-. - - .^�.>:�':zi-�'sz-�:e - �:.�•_...__ - - - hams.° n�;x,:»_:� ..:ak:�a �,.�.. _ :.;,. �BCIS Home Log In ���User Registration, Hot Topics ' Submit Surcharge Stats&Facts i Publications Contact Us BCIS Site Map Links Search '. Florida .�=� ras '� Product Approval ' "el V' USER:Public User d Product Approval Menu>Product or ADplication Search>AgWaticn List>Appli6tioWpeta`I ,mar%°'�,°`�;*°�-�->.�:»' �:�`�:.> •s FL# FL6067-R9 Application Type Revision Code Version 2017 Application Status Approved Comments7Products ArchivedProduct Manufacturer Silver Line Build CorpAddress/Phone/Email One Silverline DNorth Brunswic02 _ p (732)-435-1000 (jonberrian@slop 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 Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Ullioris`✓; ,4w " 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.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 02/22/2019 Date Validated 02/23/2019 Date Pending FBC Approval 03/02/2019 Date Approved 04/16/2019 Summa ry of Products FL# Model,Number or Name Description 6067. Series 2723/2724/2728 Structural Beam Mullion Limits of Use Installation instructions Approved for use in HVHZ: No FL6067 R9 II SDWO14 SS 2019 02-22.pdf . pproved 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 PER5510 SS 2019-02-22.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes requirements and limits of use. 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, 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 PER5511 SS 2019-02-22.pdf Report for allowable design pressures,sizes,installation Created"by Independent Third Party: Yes requirements and limits of use. 6067.3 Series 7537 Structural Beam Mullion 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. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CopyEi ht 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: Credit Card Sate i s AMERICAN CRAFTSMAN WINDOWS Q PLY GEM WINDOWS. Silver SILVER LINE WINDOWS AND DOORS AMEPIPYGMFWNDOWSNDOWS SILVER UNE WINDOWS AND DOORS ONE SILVERUNE DRIVE SERIES 2723 (PART#230295), 2724, 2728 (PART#230296) NORTH BRUNSWICK,N108902 PH:(800)234-0228 GENERAL NOTES: v-� STRUCTURAL BEAM MULLION (IMPACT) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED Wl— W2 -- L v� a ACCORDINGTO THE FOLLOWING:202-9 m TAT E330 I gz �$ ASTM E330 4 N n�j G S ffi¢N a xe N Q z 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A —� � ��WCo MAIN WIND FORCEOASIS TO THE SYSTEM IS HERWITHSTANDING TYOFT EENGI ENGINEER ❑ W2 �o —_'•+� ; APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OFTHE ENGINEER �m N`=`a m m OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND12X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHOREDTO PROPERLY L LNitryJ °�w (/ TRANSFER ALL LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF B W s INSTALLATION. 4 4 o- Wl 4. 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 I 6TH FBC EDITION AG 10/17 DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR 11. ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 4 NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER. A 5. MULLION&CLIP MATERIAL:ALUMINUM 6063-TG 4 ANDMAYNOTREFLEa AaDALEONOM—FORASPEOPI SITEIFSITEEDNDMONSMSEINSTA n0NTODEVIATE E REMAWENTS DETAILED HERELN,A UMSED 6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER FFNG..Oq AROEITECTSMLLPAVP ESITESPECIFIC ' SEPARATE APPROVAL C C OONMENTS EOq USE HTNii DONMFNT. F DlgItBlly sl V Wdd F, orero,P.E 7. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING 4 L 4 Reeson l I 5-1 i enl REQUIREMENTS,MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. Det`•d0 •:�`/•: CA 0• E B. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS B B B L :•0 S•-;�Po THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. 4 4 W1 4 E TABLE OF CONTENTS s A OF r " O SHEET REVISION SHEET DESCRIPTION i c O 10 P;•'�46 1 GENERAL NOTES&TYPICAL ELEVATIONS A P14 �/ <S'O L G 4 x DRJJDA NfiOPoDA P.E.ND TJP18 2 MULLIONS CROSS SECTIONS L W1 —L W 3De E olAr�iu FAIN au 3 ANCHOR CLIP CONFIGURATIONS EBPE�OFF R&C"w2�.EnaH xe.MWO 4 VERTICAL SECTIONS TYPICAL ELEVATIONS FLit: C G G'7 R S Ii ANCHOR LOAD TABLES FOR 2723(PART 8230295)ONE-WAY MULLION INSTRUCTIONS: r L V O V/ 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: 10.06.17 6 ANCHOR LOAD TABLES FOR 2723(PART g230295)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: F 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 H FN • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE. SCALE:- NTS 8 ! ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION USE OF TWO-WAY MULLIONS. S 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DWG.a: SW D014 I 9 ANCHOR.LOAD TABLES FOR 2728(PART U230296)ONE-WAY MULLION USING CHARTS ON SHEETS 6-10. 9 S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS SHEET 10 ANCHOR LOAD TABLES FOR 2728(PART 11230296)TWO-WAY MULLION WITHIN AN OPENING ARE ALLOWED. OF 10 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. i I • I Silver Line wTHDDW,.D _ AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERUNE CRIME NORTH BRUNSWICK,NJ 089D2 PH:(8001234A228 �Z2U m Z^ ry= ri m a j o 01 O f ' ti DOQp Zs-d 3 z cc u o`S �J� d 3 1.00" m a qa`0 DO N N j O (/ wW Ln oQ ` H 0.10" 0.101, 0.10N N 00 REMARKS BY DATE 6TH FBC EDITION. AG 10/17 r co Ln n N SR'7 N M O DO L!1 , O N N N EY2 O O AND MAY NOT II—ACTDALEONDTIONS MRASPMft SREHSNEDONDOIONS—SEINSTASUTIONTO m", EROM THE RECWAEMENTS ORAREO HEADN,ALKENSEO FNGINEEROAARO ECTSHALLPREPARESISESPEONC DDNMENTS POR OSF WIfHTHR DCNMNi. $ � `L�llllllf///�� g1.00" 2.00" 1.00" `����� E F. O �1i��� SERIES 2723 (PART#230295) SERIES 2-724 SERIES 2728 (PART#230296) N. C) TUBE MULLION TUBE MULLION TUBE MULLION - ;* SA OF i � 0 ID �'� z N OTE: ,,���ss NG1`.1`1' 1. MULLION PROFILES SHOWN ABOVE ARE _ FLORIDA P.E.NA 73225 OF ALUMINUM, 6063-T6 MATERIAL OABNYI OIM ]9B E OAMI BDRO INC/J3B 2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES LOPE DEHL DF ANH DID2�n«,Nu TSB e" FL N: AND DIMENSIONS. FL6067 DATE: 10.06.17 DWG.BY: CHK.BY: € AG HFN SCALE: NTS DWG.a: SWD014 SHEET OF 10 f 7.68" 7.68" MM Silver Line ........... 1.12" 1 2.25" 2.25" 2.25" AMEARAN CRAFTSMAN WINDOWS 1.12" 2.25" PLY GEM WINDOWS SILVER UNEWINDOWSANDODORS ON OLVERONE DRIPM NORTH B RUNSWICK,NJ OSROI PH:(1100)2344223 x Z u E o) 0 0 'n + + cil L 0 N 1 _ �� y a d C� cL SEE DETAILS 1&2 SEE DETAILS I&2 BY DATE L ON AG 110/17 1inr4 Ow 6TH FBC EDITION rq 0 etT 8EL BELOW MD MAY HOT—A—Dff—FOR A SPEOFIC OR.IF OR CONDMONS CAUSE INM`AVAMOR TO DEVIATE FROM IO— THER . DRSDIT...EREIN.A1.1—D 7.68" 7.68" —.9 .1.1,11—EMERED. MULLION ANCHOR BRACKET 50-2722 (PART#230297) I MULLION ANCHOR BRACKET 50-2722 (PART#230297) , 0 .0 ALUMINUM (6063-T6) ALUMINUM (6063-T6) (6) ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING (4)ANCHORS FOR CONCRETE & CMU ANCHORING N OF uj c� r4 Ln L 'X\ FLORIDA Rr W 737178 C3 0 "U'DIN DROPS.INC 39a E.D"Ij BCD DANIA _Z mF%CERT. m DETAIL 1 DETAIL 2 FIL#: FL6067 COUNTERSINK HOLE THROUGH HOLE DATE: 10 06.17 DWG.BY: c HK.BY: NOTE: AG HFN 1. EITHER OF THE DETAILS SHOWN ABOVE CAN BE USED AS THE TYPE OF HOLE SALE: NITS THROUGH THE MULLION ANCHOR BRACKET,AS LONG AS MIN. EDGE DWG.#: SWD014 .9 DISTANCE AND MIN, EMBEDMENT REQUIREMENTS ARE MET, SHEET OF 10 I ANCHOR,'#8-3/4"SELF E MIN.1-3/8" DRILLING SCREW FROM MAX.2-1/4" MAX.11/9' EACH SIDE OF THE Silver Line MIN.112" ...... EDGE DISTANCE SUBSTRATE BY OTHER MULLION INTO THE BRACKET,STAGGERED AS AMERICAN CRAFTSMAN WINDOWS EXTERIOR INTERIOR EXTERIOR PLY EMWINDOWS II II 1I NECESSARY TO AVOID MULLION ANCHOR INTERFERENCE SILVER U14EWINDOWSAND DOORS jj BRACKET 50-2722 ------- --- ONESILVEROURIEDRIVE MIN. —————— —— NORTH BRUNSWICK.NJ 08902 297) PH:(80012344228 VERTICAL (PART#230297) EDGE DISTANCE MAX.11/8" MULLION MIN.1/2" h 2 Z u I ANCHOR,#8-3/4"SELF 1/4"MAX. z N.1-3/8" :z— DRILLING SCREW FROM -------- MIN. —:d V� EACH SIDE bF THE MAX.2-1/4" o) 0 3 MULLION INTO THE EDGE DISTANCE C1 A, BRACKET,STAGGERED AS ti o QJQ NECESSARY TO AVOID MIN.EMEL DO CL INTERFERENCE VERTICAL Z MULLION SUBSTRATE BY OTHERS MULLION ANCHOR BRACKET 50-2722 P! Z) > MIN. INTERIOR (PART 4230297) ED EDGE DISTANCE < MIN.EMB 1/4"MAX. REMARKS BY QATE ANCHOR DETAIL B ANCHOR DETAIL 6TH FBC EDITION AG 10/17 �-VMULLION ANCHOR BRACKET 60-2722(PART 0230297) MULLION ANCHOR BRACKET 50-2722(PART 0230Z97) Inc TODEVIATE FRO. REQUIREMENTSCAUSEINSiMI "T" ­R.NAJJ­1D GlNllR.RAR.�RSMMPREPARE$ff($Pl.'.[ (6)H12 SELF DRILLING SMS SCREW ANCHOR SCHEDULE FOR MULLIONS MIN. S%J114111ft'j/110 EDGE HORIZONTAL 0 DISTANCE TRANSOM SCREW EMBEDME EDGE INSTALLATION Jg MULLION SUBSTRATE CITY PER ANCHOR TYPE NT DISTANCE TYPE LOCATION (IN.) (IN.) 7 o's 1/4"MAX ,MIN.EM BED ANCHOR BRACKET s OF to 4 9 MAX,11/8 VERTICAL WOOD 50-2722(PART 6 #12 WOOD ANCHOR 1.5 0.75 MIN.1/2' o IV MULLION 1 ANCHOR,48-3/4"SELF #230297) DRILLING SCREW FROM EACH SIDE OF THE 0 ANCHOR BRACKET MULLION ANCHOR-, II II raxoaeslbti�i BRACKET 50-2722 iMULLION INTO THE CONCRETE/ 50-2722(PART 4 2q'O ITW TAPCON 1.0 2.00 FLORIDA P.C.W 73776 Z (PART 4230297) I I I I BRACKET,STAGGERED AS MASONRY Dmm a DROFr,INC #230297) 311 10"W"'BEACH 3M NECESSARY TO AVOID FERPE DANIA MCHA40=14,'29M CERT.OF 0, EXTERIOR INTERIOR INTERFERENCE ALUM. ANCHOR BRACKET MIN.1-3/8" MULLION/ALUM. 50-2722(PART 6 #12SELF-DRILLiNGSMS 3THREADS 2.00 FL III: MAX.2-1/4" /STEEL #230297) 1 1 1 FL06067 EDGE DISTANCE DATE: 10.06.17 C :N VERTICAL SECTION NOTE NOTE D 4,/ ALUMINUM MULLION -HEAD,SILL AND JAMB HAVE DETAILS SHOWN ARE TYPICAL FOR ALL SIDE VIEW-VERTICAL SIMILAR DETAILS MULLION&CUP ASSEMBLIES.SEE ' SCALE: NTS SHEETS 5-10 FOR ALLOWABLE MULLION CONFIGURATIONS,SIZES,ANUDESIGN PWG.#; SWD014 PRESSURES. SHEET OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) .e iICIE:L SIlVPr.� a L-Mull W-Tributary Width(in) AMEflIDAN CRAFTSMAN WINDOWS ° In PLY GEM WINDOWS Length ( ) 18.0 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 WINDOWSAND DOORS 24.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100,0 loo.ol 100.0. 100.0 1Q0.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 ONESI ERUNEDRIVE BRUNS26.0 100.0 100.0 100.0- 100.0 100:0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 •100.0 100.0 N°RT H:18 0)laa ai 81 08902 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 ' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 '100.0N}zt Li^ E 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 1N 34.0 ! 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION x �j a s 36.0 100.0 100.0 100.0 100.0' 100.0 100.0 100.0 100.0 100.0 100.0 1D0.0 100.0 100.0 100.Q 100.0 100.0 100.0 100.0 6E a o 2 "'NSc 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.4 100.0 100.0 100.0 100,0 100.0 a a 059 „o 40.0 100.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION "t¢o z s 2 S 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 Ec ti CO CL o o `" 44.0 100.0 100.4 100.0 100.0 100.Q 100.0 100.0 100.4 100.0 100.0 100,0 10Q.0 100.0 100.0 100.0 100.0 100.0 100.0 a cw¢c� 5 a ; 46.0 100.0 100.0 100.0 100.0 -100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 $ - 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 N1 ^r°py o 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 i 100.0 100.0 100.0 100.Q 100.0 140A 100.0 100.0 100.0 1DO.Q 100.0 100.0 100.0 100.0 100.0 100.Q 100.0 100.0 =W 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 FIn 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 60.0 100.0 1 100.0 100.0 100.0 100.0 100.0 1100,0 100.0 100.0 1 100.0 99.1 96.5 1 94.2 1 92.3 90.7 89.3 88.2 87.3 5TH FBC EDITION A6 10/17 62.0 100.13 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 94.5 91.9 89.6 1 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 1DD.0 10D.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 6&0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 86.4 78.2 76.3 74.6 73.1 71.8 70.7 ANO MAY HOT RUUCT ACTUAL CONDMONf FOR AS-1 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 69.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 SMIFSRECONOITIDNSUUSEINSTAEIAT10NT00EV4TE P0.0MTHE ORABII-Ea OfTMIEINEREIN•AIINNSEO 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 " ENGINEER ORMW fCTSNALLPRFPARESITE SPEONC 74.0 l OQA 100.0 1D0.0 100.0 97.3 91.9 87.2 83.2 79.7 76.6 73.9 71.5 fi9.3 67.5 65.8 64.3 63.0 61.8 °0 0M N SFORU EXRR T"°°°OMENT. tttttittiltttlt�' % i�fl TABLE NOTES: '� QUALIFIED ANCHOR CLIPS. =� ' �..5 C) 1. SEE;SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS _* N .7 7 &CLIP DETAILS. S fl S A OF +x 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. �C) O 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE'SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. S. ANCHOR REQUIREMENTS: + rJNElRtia4+d.ua�htbE�, I FLORIDA-=ZP.E.N.7D71e •WOOD:#12 WOOD SCREWS DURDINO DRDP4 RIc •CMU:1/4"ITW TAPCON ace c RIA B ACH.FL M au DANU BEANO. PEPS CfAL OF AUENNtlMAT1OF!Na 2Dele •CONCRETE-1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) FL#: •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) F L6Q67 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING I •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. BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". 0.10^ 1^T' 1u AG H FN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. O O SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". °'aTs^ DWG. SWD014 CONCRETE SHALL BE MIN.4000 PSI. SHEET I •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1 -1 Lor I- MULLION ANCHOR BRACKET 50-2722(PART#230297) OF 10 STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2723 ALUMINUM(6063-T6). i THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 FOR CONCRETE ANCHORING E i • I I I t MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) Silver Lin wINOOw E•oo o•s L-Mull W-Tributary Width(in) 3 AMERIGN GAFESMAN WINDOWS Length(in) 16.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 1 38.0 40.0 42.0• 44.0 46.0 48.0 50.0 52.0 PLYGEMWINDOWS 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 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,NJ 08902 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:1800)2344228 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 `* 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 ?^ 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 ? v S 36.0 100.0 100.0 1100.0 100.0. 100-0 1 100.0 100.0 1100.0 1100.0 100.0 100.0 1100.0 100.0 1 97.5 93.2 89.3 85.8 1 82.5 Tv Lo:J m p> o^e 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 1 92.3 88.3 84.6 81.2 78.1 M N Ha' 0 5 $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 L MULLION W¢o 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 z s 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 _' ¢c m�L W 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 m`qy Z_'� 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 N oO 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 / 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 � ww ti a \ 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 W' F V a 56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.6 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 83.2 78.3 73.9 70.0 66.5 63.4 60.5 )57.9 55.4 53.2 51.2 II 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 ~w2�~w2-I STH 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 52A 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 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 68.0 100.0 100.0 100.0 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 70.0 100.0 100.0 100.0 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 REf EnAc VAEwNmNONsoonA:PEENI SITE USITE CONDITIONS CAUSE WSTAUADON TO DDUATE 72.0 100.0 100.0 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 WS}WZ FNE'-IEREOUINEMENTSDEfAIEEOHEREIN,A LICENSE. 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 HE ENDDOMMENATSS1 FOREUSEUUTHH THIISS DOCUMENTOf1C 7r0 TABLE NOTES: QUALIFIED ANCHOR CLIPS _' ::� E S' •. �O': 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS N '7 7 &CLIP DETAILS. * 70 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS,IS ALLOWED. S A OF 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. ��Oc 0 toP S4. SEE SHEET. ANCHOR REQUIREMENTS:3FOR SPIFIC BRACKET DIMENSIONS. O IF WOOD:#12 WOOD SCREWS HERSESr11gDAlti`P.E FLORIDA P. No 23"e IFCMU:1/4"ITW TAPCON ]Pe E BURDINO DROP"NO D=A BEwa BLYD./w CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) DANIA AUTHORIZATION IZ JON N PHPE CERT.DE AUTHaeunoN Na msre •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL H: 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".WOOD SHALL BE MIN.S.G: HK DATE: 10.06.17 O.5S. DWG.BY: c.1 BY: IF HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2'. O.2U'- 2.47' 3.25" O O AGHFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. NTS IF CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". o.31 SCALE: CONCRETE SHALL BE MIN.4000 PSI. DWG•4: SWD014. METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T__:I 1.00" 4- SHEET I STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2723 MULLION ANCHOR BRACKET SO-2722(PART#230297) OF 10 THICK ALUMINUM 6063-T6-WITH MIN,EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 ALUMINUM(6063-T6) �0 FOR CONCRETE ANCHORING I I ` I a MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) Silver Line L-Mull W-Tributary Width(in) ............ o Length In AMERICAN CRAFWINDOWINDOWS 9 ( ) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40l0 42.0 44.0 46.0 48.0 50.0 52.0 PLYGEM WINDOWS 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 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 ONE RrH SIIEERLINE DRAIE ,NIOR902 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 10D.0 100.0 100.0 100.0 100.0 PH:(800)]44228 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 ^_ z a 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 N e 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 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 1100.0 100.0 100.0 r L-� N ~ 0 J 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 m o o s n s �m;Eli 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 �LL C z z s>a✓ 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 L ¢ m g 0 Ei o 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0E933.6 100.0 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 � m�'m 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 II II I "' N^] N 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 F-Wl-�I-WE �a 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 W 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 99.0 T D. 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 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 87.3 6TH FBC EDITION AG 3.0/17 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 81.8 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 7.1.8 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 ANDS NOTREHE AMALWNDMONSFORASPEDFi 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 1 67.0 65.7 64.5 S F.IFSITE COND NONS CSUS�^NSTp RATION TO DEYMTE FROM THE REODIREMENTSD HEREIN,A EFFNSED 74.0 100.0 100.0 100.0 100.0 97.3 91.9 1 87.2 1 83.2 1 79.7 1 76.2 1 73.0 70.2 67.7 65.5 63.5 1 61.8 60.2 58.9 ENGINEERF°09AR HI u SHAMPREPA E ITESPTEEOF" TABLE NOTES: �\ E S •. P QUALIFIED ANCHOR CLIPS ;* N .7 , ° 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS t &CLIP DETAILS. p 2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 5 A OF , w 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. %o�� O VOP. \��u` 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. i���SS O 5. ANCHOR REQUIREMENTS: + + + + + '/,P'rr1�LL1�11 •WOOD:#12 WOOD SCREWS ito�F.NOR i]. •CMU:1/4"ITW TAPCON JD!eeDA"KA IA DFA y LW •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) FHPE CEAT.Et OF CH.R AE CHO F ION Nw T➢57E •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL a: 6. INSTALLATION SUBSTRATES: -1 2.00" F- 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. owG.BY: cHK.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". D.TO•- 2.07 z.Ra O O AG H FN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. SCALE: NTS •CONCRETE ANCHORS SHALL HAVE'A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". DWG.n: SWD014 CONCRETE SHALL BE MIN.4000 PSI. , •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. i.00 - SHEET i 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. 2�24 ALUMINUM(6063-T6) 0 FOR CONCRETE ANCHORING i - i } MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF) STRUCTURAL MULLIONS(TWO WAY) Silver Line 9 L-Length (i W-Tributary Width(in) - .ENoo»s•Doo,:- Length(In) qg.0 20.p 22.0 24.0 260 A30.0.0 32.0 34.0 360 38p 400 d20 4046p05p.0 52.p AmEaICANCRAE2swANwiNDaws 24.0 100.0 100.0 100,0 100.0 100.0 0.0 100.0 100.0 100.0 WS 100,0 100.p 100A -100.0 100.0 100.4 100.0 100,0 PLYWINWI SANDSILVER LINE WINDDWS ANp pODflS 26.0 16p.0 100.0 100.p 100.0 100.p 0.p 100.0 100.0 i000 100.0 1000 1000 100,0 10Q0 100.0 100.0 100M74,2 0 ONESILVERUNEDRIVE 28.0 1000 100.0 10" 100.0 100.0 0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 NoflrNBISW ICK,NJ 08902 32.0 100.0 i00.0 100.0 100.0 100.0 0.0 100.0 100.0 10p.0 1 00.0 100.0 100.0 100.0 100,0 100.0 100.0ax:ts0ot:2a<zza 32.0 100.0 10p,0 100.0 100A 100.0 .0 100.0 100.0 100.0 100.0 100.0 1p0.0 100.0 100.p 100A 96.5 ci 34.0 100.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 z 36.0 100.0 1000 100.0 100.0 100.0 0.0 100.0 1OO'U 100.0 100.0 100.p 100.0 '97.5 93.2 89.3 85.8 on j a Q e 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 40.0 106.0 100.0 100.0 100.0 ip0.0 100,0 100.0 100.0 100,0 100.0. 100.0 96.5 91.9 87,7 83.9 80.4 77.2 'o� o a 33 $E 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 m tj o 44.0 10pA 100.0 100.0 100.0 i00A 100.0 100.p 100.0 1p0.0 97.5 92,3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 �-L-) Q J z CT Hug g€ Lttimno oa9 48.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 9_8 7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 MULUON Wz6 MULLION �4 Q Q Z� � s 50.0 100.0 100.0 100.0 100.0 iDp,O 100.0 100.0 i00.0 94.6 89.3 84,6 80,4 76.6 73.1 69.9 67.0 64,3 61,8 '0.CC m m m 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90-B 85.8 81.2 77:2 73.5 70.2 67.1 6-4 61.7 59,4 ! 52.0 100.0 100.0 100.p 100.0 i00.0 100.0 99.0 92.8 .87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 L N n 54.0 100.0 100.0 100.0 100.0 100.0 100A 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 56.0 100.0 100,0 100,0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 w1 �a w 58.0 100.0 100.p 100.0 104.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 53,2 51.2 -L ~� 62.0 100.0 100.0 100.0 100.0 9%0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 II REMARKS BY DATE 62.0 100.0 i0p.0 100.0 100,0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62,2 59.3 56,6 54.1 51.9 49.8 47,9 t wi-��w2- 6TH FBCEDiTtoN AG 1OJ17 66.0 100.0 100,0 100.0 100.0 90.0 86.1 80.4 75.4 70.9 67.0 63,5 60.3 57.4 54,8 52.4 50.3 48.2 M42.4 TWO-WAY MULLION DIAGRAMS 68.0 100.0 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 68.0 100.0 10p.0 100:0 94.6 87.3 61.1 75.7 70.9 66.8 63.1 59.7 56.8 54A 51.6 49.4 47.3 45.4 70.0 100.p 100.0 100.0 91.9 84.$ 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 72.0 100.0 100.0 97.5 $93 825 76.6 715 67.0 63.1 59.6 56,A 53.6 5261_0 40.1 466 44.7 42.9 ANtl MYNpTPEE4 RA[UA[C4ND"14mw wcmm ASPFCD�SRTE 4pNp1T4NSUwsE 11%_.TIpNTO0 1p00 1000 94$ 869 80.2 74.5 695 65.2 61.4 57.9 54.9 52.2 49.7 47.441.7 Wi+w 4"TREREpu*eMEN:Dnu+FDRenER.AFICENsm TRIBUTARY WIDTR=-�--� NDINFFR pR AP[lIITERSNA4PREPPRE SIiE SPEUfIt O[DMENTS 4T USE WRN 04[T spl. TABLE NOTES: 4 ,`��ttt xJr�lf.' 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS �' &CLIP,DETAILS, QUALIFIED ANCHt)R CLIPS `* ,'N'., 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. b S A OF tr 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. 0 tOP:' <v: S. ANCHOR REQUIREMENTS: •WOOD:#12WOOD SCREWS NERlEB E.NOflk�4 P.E CMU:1/4"ITW TAPCON E1paDA P.E NR mz° 9UR7}IN DROP9,Dip •CONCRETE:1/4"ITW TAPCON J8°o D AAEEa°rt�a abt 3° •METAL:#12 SELF-DRILLING SCREWS(GRADE S) MULLION ANCHOR BRACKET 50-2722(PART#230297) F°PE Ctl"oP AD xnOZA"°"Nw zeer° 6. .INSTALLATION SUBSTRATES: ALUMINUM(6063-76) FL#: WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/211&EDGE DISTANCE OF 0.75". � 2.nD FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 WOOD SHALL BE MIN:S.G.=0.55. DATE: 10.06.17 HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". p.20 DWG.BY: C K HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 207 282' -� 0 -� 0 A HFN CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". SCALE: NTS 0.250' CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 2.00^ _ DWG.#: SWD014 EEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" SNEET ST MULLION ANCHOR BRACKET50-2722(PART THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. (7 ALUMINUM(6063-T6) 0 OF 10 2724 A FOR CONCRETE ANCHORING t MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) i L-til W-Tributary.Width{in} �Silver Line 3 Lengthh((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 wENovwF.000a:- 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 100.0 100.0 100,Q 100.0 1DD.0 100.0 AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS 26.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 104.0 100.0 100.0 100.0 1000 900.0 100.0 1D0.0 100.0 100.0 104.0 SILVER UNEWINDOWS AND DOORS 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 ONE SILVERUNE DRIVE NORTH BRUNSWICR,NJ 08902 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 900.0 100.0 1 00.0 100.0 100.0 100.0 PH:mao)2344229 32.0 100.0 1000 100.0 104.0 100.0 1040 10D.0 100.0 100.0 144.0 100.D 1D4.0 100.0 100.0 100,0 100.0 104.4 100.0 `r N U m 4.0 100.0 900.0 100.0 100.0 100.0 100.0 10.0 100.0 100.0 100.0 100.0 100.0 10p.0 100.0 100.0 100.0 100 0 100.0 ^v p ?n E 36.0 100.0 100.0 100.0 100.0 100.0I 100.0 1000.0 1Q0.0 100.0 100.0 100 0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 n-y a „ 38.0 90Q.0 100.0 100.0 100.0 100.0 100.0 100.0 140.0 100.0 1QOA 100.0 100A 1D0.0 10Q.0 100.0 104.0 144.0 104.0 MuutoN o'g a 0�� s 40.0 100.0 100.E 1D0.0 104.0 100.D 100.0 100.0 100.0 900.0 100.0 1D0.0 1p0.0 100.0 100.0' 100.0 100.0 100.0 140.0 i- L-i "'i o �¢ 0�5 42.0 100.0 100.0 I- 100.0 100.0 100.0' 100.0 100.0 100.0 100.0 100.0 100.0 10p.0 100.0 100.0 100.0 100.0 100.0 N w¢Z z 3 i 44.0 12 1QD.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1Q0.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION Q�m CL g o w o 46.0 100.0 100.0 100,0 100A 100.0 100.0 100.0 100.0 100.0 140,0 100.0 104.0 100.0 100.0 100.0 100.0 100.0 100.0 L May�-� m 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 ^DD� � 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 w2 H a 52.0 100.4 1DO.0 1D0.0 104.0 900.0 100.0 10D.0 10Q.0 100.Q 100.D 140.0 100.0 100.4 100.0 100.E 1DD.0 100.0 1QOA A E �w2-'�wz-� w $4.0 106.0 104.0 100.0 900.0 100.0 100.0 100.0 100.0 100.0 100.0 900.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 �� y a 56.0 100.0 100.0 104.0 100.p 100.0 100.0 1p0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 REMARKS BY dDATE58.0100.0100'0100.0100A -100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 959 94.6 93.6 92.8 ONE-WAY MULLION DIAGRAMS STH FBC EDITION AG 62.0100.0100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3 62.0 100.0 100.b 10p.0 100,0100.0 100.0 100.0 100.0 100,0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 64.0100.0 100.0 100.0 100.0 00.0' 00.0 100.0 0-0.0 96.6 93.2 90.3 877 85.5 83.5 81,8 80A 79.2 78.1 66.0 1000 1000 1000 100.0 100.0 10001000 965 927 893 86.4 83.9 81.7 79.7 7&0 76.6 75.3 74.2 680 000 1000 1000 1000 100.0 1000 971 928 89,0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 AND MAY NOT REFLECT AC LWNORIONS FOSITE.IF SITE CONDITIONS"USE INSTA-TIONiROMTHE PEQUIRFMENTS DETAILED HEREIN, 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 FR1RRO TEfl ORMCNENTS DILLIED HEREIN,SPECINC 72.0 100.4 100.0 100.0 140.0 104.0 95.1. 94.3 86.1 82.5 79.4 76.6 74.2 72.1 70.2 68.5 67.0 65.7 64.5 OONMEN SP°"D EWDH HRH V ENT. 74.0 T 1-0-0-07100.0 100.0. 100.0 97.3 91.9 87.2 1 83.2 79,7 76.6 73.9 1 7 1.5 j69.3 67.5 65.8 64.3 63.0 61.8 ,��L2ttitr+rrri7s TABLE NOTES: 1. " SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS �� • N\ 7 &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 0 A OF �Y 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. Z -A 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. h 0 IDP:' tuw- 5. ANCHOR REQUIREMENTS: 0�i��Ss O U��G``���� •WOOD:#12 WOOD SCREWS xmEf�re AL 1 fff�E+CMU:1/4".ITW TAPCON FLORIDA P. ND 7m8 BUILDING DROPS INC +CONCRETE:1/4"ITW TAPCON »e F DANIA BEACH BLW.#3M DAHIA eEACf1 FIL METAL:#12 SELF-DRILLING SCREWS{GRADES} sm4 MULLION ANCHOR BRACKET 50-2722(PART#230297) FRPE CENT.OF AUTHOIO2AIM xa 2M B • -1] ALUMINUM(6063-T6) FLn: 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". WOOD SHALL BE MIN,S.G:0.55. a.oD° DATE: 10.0�1.17 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". D.LD - o =+ o DWGAG cHKHFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 0375' SCALE: NT$ CONCRETE SHALL BE MIN.4000 PSI. DWG•#: SWD014 +METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. SHEET STEEL SHALL BE MIN.18 GA.(0.445"THICK)33 KSI YIELD &ALUMINUM SHALL 8E MIN.D.1" 272$ MULLION ANCHOR BRACKET (PART#230297) THICK ALUMINUM 6063-T6.WITH MIN,EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 ALUMINUM(6063-T6) OF 10 FqR CONCRETE ANCHORING i i I I I . y 4 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) SI[V@C Line ............ Li u W-Tributary Width in 3 AMEflICAN CRAFTSMAN WINDOWS 18.0 20.0 22.0 24.0 26.0 PLYGEMWINOOWSLength in 24.0 oo,c 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 SILVER LINE WINDOWS AND DOORS 26.0 00. 100.D 100.0 '100A 100.D Iou 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 100.0 100,0 100,0 100.0 100.0 ONEStLVERUNEDFINE 28.0 00A 100.0 100.0 100.0 100-0 100.0 100,0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,NJ 08902 PH:(80012344228 30.0 00A 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99,0 32.0 00A 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 x z z- 34.0 00. 100.0 100,0 10D.0 100.0 100.0 100.0 100.0 100.0 100.0 100.E 100.0 100.0 100.0 98.7 94.6 90.8 87.3 E>O E 36.0 00- 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 97.5 93.2 89.3 85.8 82.5 En_:d t2 a s e 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 N a OR m e 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 �`F o n 8 1.E s e h M"{' US' -m�,^�.'a 42.0 00. 100.0 100.0 104.0 100-0 100.0 100.0 100.4 100.0 100.0 96.7 91,9 87.5 83.5 79.9 76.6 73.5 70.7 L rm w¢o Z s s 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. �� s 1• DO Q.J 46.0 00. 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 CL Zc¢' o 4&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 MllLUON �z 1 >m" 50.0 00, 100.0 100.D 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 ^F GG o Q 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 �w ry N 54.0 00. 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79-4 752 71.5 68.1 65.0 62.1 59-6 572 55.0 WX Lr W 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 ll` ~� 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 49.5 REMARKS ev PATE 62.0 00. 100.0 100,0 100,0 95.8 88.9 83.0 77.8 73.2 692 65.5 622 59.3 56.6 54,1 51.9 49.8 47,9 WI W2 6TH EBC EDITION AG 1OJ17 64.0 OD. 100.D 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 66.0 D0. 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 TWO-WAY MULLION DIAGRAMS 68.0 oo.cl 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 1 49.4 1 47.3 45.4 43.7 70.0 00.Q 100.0 100.0 91,9 84.8 78.8 73.5 68,9 64.9 61.3 68.0 55.1 52.5 50.1 47.9 45-9 44A 42.4 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 AND IFSlTE NDI£R ACNASEINU IONT OS T SITE IF SITE CONDITIONS GU9E INSEAUAlION TO OEV WTE 74.0 00. 100.D 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 1+W FNGINFEPEQUIREMFENSOCEAIUU)HFRFIN,A EICENSEO TRIBUTARY WIDTH= Z 000UMENTS Oa DSEWRHTHISADONMENTUEIt %%iTFltrtO'����i TABLE NOTES: ��� QUAL[1=[ED ANCHOR GIPS :'.ti E S =�0' 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. = a S A OIF 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. y��.c O 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. S. ANCHOR REQUIREMENTS:' } HFDii�ne •WOOD:#12 WOOD SCREWS BURDINO DROPS'WCI •CMU:1/4"ITW TAPCON DANIA BEAM.FL 3]Di �90 C DANIA BEAO4 BLVD. 330 •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) FIFE CORT.OF AUTNOFOATION N.20"S ••METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL 4: 6. INSTALLATION SUBSTRATES: 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. 030"_ B.xs a.aD DWG.BY: I CHK.BY: ,*HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". O O -� AG HFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90, SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". a3Ts CONCRETE SHALL BE MIN.4000 PSI. DWG.a; SWD014 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T-_, 2.aD^ I- MULLION ANCHOR BRACKET 50-2722(PART#230297) SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2728 ALUMINUM(6063-T6) ® OF 10 THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 FOR CONCRETE ANCHORING I ' i