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REV-18-2373, , N `07 Miami Shores Village -V Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 O INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING , (� Master Permit - PERMIT APPLICATION Sub Permit Noy i@ - 23�3 ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ) I I City: Miami Shores County: Miami Dade Zip:., ?A 'L510 Folio/Parcel#: �,?i.'�llJ ��/� ()y Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: 7)1-- BFE: FFE: OWNER: Name (Fee S Address: City: Tenant/Lessee Name: Email: Phone#: Phone#: CONTRACTOR: Company Name: W ILDK6-kN�I1 I(!/i��o��r1V/--"Phone#: l— i Z _�� Address: ��. C G _p/VL-. City: i�- I_�� /� State: _ . Zip: J Qualifier Name: Y, ��Yf ( k^, NV ;�_- Phone#: +*(/ � 2 55Z . State Certification or Registration #: DESIGNER: Architect/Engineer: Address Value of Work for this Permit: S /. Certificate of Competency #: jka �� Phone#: City: State: Zip: _�3, Square/Linear Footage of Work: Type of Work: ❑ Addition E/Alteration 2 -/ New ❑ Repair/Replace ❑ Demolition � l(� Description of Work U�f l �`� /� G�1 T�/ (�� 405 , Specify color of color thru tiles Submittal Fee $ .,.Permit F, e $ CCF Scanning Fee $ (Z ' 6> U Radon Fee $ DBPR $ Technology Fee $ Structural Reviews $ Training/Education Fee $ CO/CC.$ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (� CO IDe.d-4W)/9A Pim A f . , , Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspgction fee will be charged. Signature Signature 1 OW R or AGENT TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �J I day of �j%)4 201 i3 by day of �e.m� < 20 k: S by r j-� 5;G«Ofna a who is personally known to Keay, , A- Gr m»_ who is personally known to me or who has produced :FLDZ as identification and who did take an oath. NOTARY PUBLIC: me or who has produced P--DL as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: VLt( A Ri lt-) Print: CK'A" `fir KARLA M.BELLOmalm Seal: NOTARY PUBLIC Seal: ING PI oSTATE OF FLORIDA toojjap� Comm# GG192338 ��JJJ MySq6 �eq 01/2912021 APPROVED BY � ,ans Examiner Zoning Structural Review Clerk 10-4 —4n') /on NM n 1 Property Search Application - Miami -Dade County Page 1 of 1 V"I'l-..',l'OFFICE OF THE P'R"OPFRTY Summary Report Property Information Folio: 11-3101-025-0100 Property Address: 129 NW 96 ST Miami Shores, FL 33150-1714 Owner ERIK SACCOMANI Mailing Address 129 NW 96 ST MIAMI, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,802 Sq.Ft Living Area 1,247 Sq.Ft Adjusted Area 1,545 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $189,543 $189,543 $189,543 Building Value $115,875 $107,532 $107,532 XF Value $31,811 $32,066 $32,524 Market Value $337,229 $329,141 $329,599 �_........._. Assessed Value $282,097 _-__ $276,2951 $270,613 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $55,132 $52,846 $58,986 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RESUB OF BLK 3 OF BONMAR PARK PB 42-60 LOT 10 BLK 3 LOT SIZE 75.000 X 115 OR 9879-1025 17838-3405 Generated On : 9/5/2018 Taxable Value Information 2018 20172016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $232,097 $226,295 $220,613 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $257,097 $251,295 $245,613 City Exemption Value $50,000 $5 $50,000 Taxable Value $232,097 L=$:22:6�,295 $220,613 Regional Exemption Value $50,000 ............. _.._.___-__.... ----- ... __.............._.__.._. Taxable Value $232,097 $50,000 $226,295 $50,000 _..............._....._.. $220,613 Sales Information Previous ; OR Book - Price Qualification Description Sale Pa 9a 06/28/2012 $255,000 28174-1811 Qual by exam of deed Financial inst or "in Lieu of 05/02/2012 $400,400 28141-0068 Forclosure" stated Corrective, tax or QCD; min 05/02/2012 $100 28141-0063 consideration Corrective, tax or QCD; min 05/02/2012 $100 28141-0056 consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 9/5/2018 Florida Building Code Online Page 1 of 3 �..._ _ED BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts Publications Contact Us I BCIS Site Map I Links Search rProduct Approval USER: Public User Product Approval Menu > Product or Aoolication Search > Application List > Application Detail D FL # FL14911-R10 OCT O 1019 Application Type Revision I Code Version 2017 Application Status Approved Comments public comment. 05/18/18 Archived ❑ Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732)435-1000 jonberrian@slbp.com Authorized Signature Jon Ben-lan jonberrian@slbp.com Technical Representative Jon Berrian Address/Phone/Email One Silverllne Drive North Brunswick, NJ 08902 (732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email • • • • • Category Windows • • • •••••• •••• •••••• Subcategory Single Hung • • Compliance Method •••• Evaluation Report from a Florida RegisteredrArchiteet or •••• a Licensed • • • • • • Florida Professional Engineer • • • • • • • • i • ❑ Evaluation Report - Hardcopy Received • • • • • • • • • • • • • •• •• •• •• •••••• • Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. • • • • • • • • • - the Evaluation Report : i • • • • • • • • Florida License PE-73778 • • i • • • • • • • Quality Assurance Entity Window and Door Manufacturers Association-Qp• ; • • • : • • • • 0 Quality Assurance Contract Expiration Date 08/03/2021 • • • • • • Validated By Locke Bowden P.E. ® Validation Checklist - Hardcopy Received Certificate of Independence FL14911 R10 COI COI Sllverline SS 2017-06-14.odf Referenced Standard and Year (of Standard) Standard Year AAMA/W D MA/CSA/ 101/I. S.2/A440 2008 AAMA/W D MA/CSA/ 101/I. S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx... 10/3/2018 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2018 Date Validated 04/20/2018 Date Pending FBC Approval 05/01/2018 Date Approved 06/12/2018 Date Revised 08/17/2018 FL # Model, Number or Name 14911.1 VI Series/50 Series (2000) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, Installation requirements and limits of use. 14911.2 1 V1 Series/50 Series (2111) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation 14911.3 1 V1 Series/50 Series (2200/2300) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No --- —'-- Design Pressure:'"/A Other. See ngtallation jnstfoctio;ir d-pFc Report f ilow esn p igressures, sizes, Feaui a ad limits of use. Description Single -Hung Window Installation Instructions FL14911 R10 II SWD017 SS 2017-10-20.Ddf Verified By: Hennes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Single -Hung Window Installation Instructions FL14911 R10 II SWD018 SS 2017-10-27.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14911 R10 AE PER5141 SS 2017-10-20.Ddf Created by Independent Third Party: Yes Single -Hung Window i ' • Installation Instructions A14911 R10 II SWD019SS2ai_i0_17.Ddf ��• Verified By: Hermes F. Norero, P.F.0"Ida P.E. 73778` Created by Independent Third Par" Y#s • • • • tftfuation Reports • • • • 'F61 9YY-R10 _AE PER5142 SS 2An'0-20.Ddf • • • • =6F9&tedWnd dentT.bIrd Par*r+fe' • • es/70 Series (2127) Singl ung Window\,. •. �� It its of Use stailation Instructions `� �• • • •° pproved for use in HVHZ: Yes FL14911 10 II SWD049 SS 2 18•� Approved for use outside HVHZ: Yes • eAfied-Bys-IieriAes lerertr,--P L!°yl"oF `P.E. 7�377>: • Impact Resistant: No Cre Independent Third Party: Yes i • • Design Pressure: N/A Evaluation its her: See Installation Instructions and Pr ct Evaluation FL14911 R10 AE PER R for allowable design pressures, siz , installation Created by Independent Third Party: Yes q e is and limits of use. 14911.5 -�Z_" ::. Yl Series/70 Series (2127) Limits of Use Approved for use in HV Approved for use outside HVV z rep Impact Resistant: Yes Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. 14911.6 1 V1 Series/70 Series (2907/4907) Verlfled l lerii%''s' . Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14911 R10 AE PER5486 SS 2018-04-19.Ddf Created by Independent Third Party: Yes ung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R10 II SWD020 SS 2017-10-27.odf 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRi 59%2fDrx... 10/3/2018 Florida Building Code Online Page 3 of 3 Other: See Installation Instructions and Product Evaluation FL14911 R10 AE PER5143 SS 2017-10-27.Ddf Report for allowable design pressures, sizes, installation Created by Independent Third Party; Yes requirements and limits of use. Back Next - Contact Us ;; 7h01 Bla lr crone Rnad. Tallahassee FL 3230o phone: H50-487-1824 The State of Florida is an AA/EEO employer. CoovrlaM 2007-2013 Sete of Florida.:: Privacy Statement :: AccesslbillN Statement :; Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall 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 email; provided may be used for official communication with the licensee. However email addresses am 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 hSM. Prodoct Approval Accepts: ®C]® P—F-1 M Credit Card Safe o ...... .... ...... .... .... . . .... .... ..... ...... . . ..... .... .... ...... . . . . % ...... .... o ee o so o . • . . http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx... 10/3/2018 //aA\\ BUILDING DROPS 6 A Perfect Solution in Every Drop Certificate of Authorization: 29578 June 14, 2017 TO: Whom It May Concern 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 TEL 954.744.4738 FAX www.buildingdrops.com FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Dear Sir (Madam), Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, 011g F. O 41 ,�' O 7 _ .• T �� Digitally signed by Hermes F. Norero, P.E. s ..�G ` Reason: I am approving this document �'' ONA ;�`` N Date: 2017.06.14 21:49:30-04'00' Hermes F. �a%��, P.E. Florida Registered Professional Engineer #73778 Page 1 of 1 •090 •0:00: ..00 : 13 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Product Evaluation Report 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Of Silver Line Building Products Corp. •• V1 Series / 70 Series Single -Hung Window (21��}. .. "" •• • • • • • (Impact) ..... (HVHZ) ..... :....: for .. •. • Florida Product Approval ••••�• .' .. . •• • ...... FL# FL14911 '••'•' ' Report No. 5486 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung V1 Series / 70 Series Single Hung Window (2127) PVC See Installation Instructions, SWD050 Prepared for: Silver Line Building Products Corp. One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date:01/23/2018 Contents: Evaluation Report Pages 1— 3 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2018.04.19 00:55:47-04'00' ``�,<<tttttttr�i�rri * , E= �* N 7 7 -D S A OF I h • 1 HerFINo#Ls .E. Florida No. 73778 //QA\\� BUILDING DROPS A Perfect Solution in Every Dropl Certificate of Authorization: 29578 FL#: FL14911 Date: 01/23/2018 Report No: 5486 Manufacturer: Silver Line Building Products Corp. Product Category: Windows Product Sub -Category: Single Hung State Product Approval Method (1)(d) Compliance Method: Pp • Product Name: V1 Series / 70 Series Single Hung Window (2127) ...... ••;�• • ...... .... ...... Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FtVT3778) iooSi4ver Line•.•, Building Products Corp. based on Method Id of the State of Florida PrcWcl Appro t,•Fjorida..:..' Department of Business and Professional Regulation - Florida Building rgrpmission ' • • • • • • . . Hermes F. Norero, P.E. does not have nor will acquire financial intergst in •the corbDahq• manufacturing or distributing the product or in any other entity invol34 in the approval proci5svf& the product named herein. This product has been ev or use in locations adhering to the Current Florida Building Code. - See Installation Instructio s SWD050, si ned and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the Current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD050 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD050 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 3 BUILDING DROPS FL#: FL14911 Date: 01/23/2018 A Perfect Solution in Every Dropl Report No: 5486 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Current Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: • • + + • TAS 201-94 • . . • • • TAS202-94 ••+�•• ••�••' •.••�• • TAS 203-94 " " " • • ASTM E330-02 + • + • ASTM E1886-05 • • ASTM E1996-06/09/12 +•• • AAMA/WDMA/CSA 101/I.S.2/A440-0890 • • ...... ...... Referenced Data: 9 1. Product Testing performed by National Certified Idsti ft Laboratories, InC""; (FBC Organization # TST1589) 0' Report: Dated: NCTL 110-16327-1 08/13/2013 Signed and Sealed by: Harold E. Rupp, FL PE No 15935, Sealed Date 02/06/18 NCTL 110-16327-2 11/05/2013 NCTL110-16327-3 08/13/2013 Installation: 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization #: QUA2515) 3. Material Certification Miami -Dade County Notice of Acceptance Eastman Chemical Company (Previously Solutia) Saflex (Vanceva Composites) PVB Interlayer 4. PVC profiles meet requirements of WDMA/HaIIMark WD-61 in accordance with AAMA 303 Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 3 BUILDING DROPS FL#: FL14911 Date: 01/23/2018 A Perfect Solution in Every Dropl Report No: 5486 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Current Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: .... ...... . Referenced•Data:. • . ...... . .. • .. • . . Installation: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06/09/12 • AAMA/WDMA/CSA 101/I.S.2/A440-08 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization # TST1589) Report: Dated: N CTL110-16327-1 08/13/2013 Signed and Sealed by: Harold E. Rupp, FL PE No 15935, Sealed Date 02/06/18 NCTL110-16327-2 11/05/2013 N CTL 110-16327-3 08/13/2013 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization #: QUA2515) 3. Material Certification Miami -Dade County Notice of Acceptance Eastman Chemical Company (Previously Solutia) Saflex (Vanceva Composites) PVB Interlayer 4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 3 SILVER LINE BUILDING PRODUCTS CORP. V1 SERIES/70 SERIES SINGLE HUNG WINDOW (2127) (IMPACT RATED)(HVHZ) GENERALNOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330.02 • ASTM E188605 • ASTM E1996-06/09/12 • AAMA/WDMA/CSA 101AS2/A440-0S 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR AHI. S. APPROVED IMPACT PROTECTIVE SYSTEM 5 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. MAX OVERALL SUE CONFIG. DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT S2" 73" O/X +55/-60 PSF LMI/SMI TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES & GLAZING DETAIL - ELEVATION & ANCHOR LAYOUTS VERTICAL SECTIONS L34 - HORIZONTAL SECTIONS - HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES & REINFORCEMENT DETAILS EXTERIOR / \ 43/64" O.A. I.G. LAMINATED GLASS CONSISTING OF: 1/8" ANNEALED GLASS 7/32"STEEL SPACER 3/32" ANNEALED GLASS 0.090" SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/32" ANNEALED GLASS INTERIOR STEEL SPACER / MIN. GLASS 1/8" OR 3/32" 81TE 7/16" SETTING BLOCK • • • • • • • • • • DOW 995 SEALANT •• •; ;GCMNIMAILl•• NOTE: • • ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN • BURRENT FBf•AND AWN E 1300 %LASS LOAD VISTANCC. • s • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • Sher �� E13' ONE SIVENINE OAIVE NOIITN NAINSV M m mm J z d'_ex� FZ u z H� Z L933 gP Oga W z _ l7 d �x m m W ol i= W a Dlgtaliy si9ne061 NPlld 1Rdtl 'r' Reaon: I enE fl T T i O: NAL E?G0 %��: no OMEpA WM AW = WE Oar. OF A M=aAlIW Na II•AA FLN: FL14911 DATE: 01.23.18 SCALE: NTS OwG. s: SW D050 SHEET: u MAX. O.A FRAME WIDTH 52" MAX. D.L.O. WIDTH 47.69" A B 3 3 MAX. D.L.O. "O" HEIGHT33.50" CJ4 MAX. O.A FRAME HEIGHT 73" D 4 MAX. D.L.O. HEIGHT 33.50" ELEVATION SINGLE HUNG WINDOW 3" MAX. FROM CORNERS 3" MAX. FROM CORNERS L I 6" MAX. 6.25" MAX. O.C. FROM F�- CORNERS I NOTE: ALL FASTENERS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK MUST BE FLAT HEAD 12.50" MAX. O.C. 6.25" MAX. FROM CORNERS L ANCHOR LAYOUT ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW THROUGH FRAME - SINGLE HUNG WINDOW • • • • • • • •• • • • • • • • • • • • • • • • • • •• •go ••• • • • •• • • • • 0••• N N O ^R ¢3 oz 0 < �3 Zs F acZ y� >x N z o � c Ym m > W a � W 6 44 O T T j '0 E DIW� EAOi 6Y6 / 17! DMM EM06 ii 3]O�i WE mtT. W MITIOIQ/1U•1 Ne L57! FL#- FL14911 DATE: 01.23.18 DWG. BY: HFN SCE: NTS DwG.B: SWD050 SHEET: 2 i W x EXTERIOR i i / SEE GLAZING DETAIL, SHEET 1 INTERIOR SEE GLAZING DETAIL, SHEET 1 I/ A� VERTICAL SECTION 3 NAIL FIN Silver* ONE SIVERLINE DRIVE NORTH RRUNSWICK, NI 099M / \ 23 ^ c SEE GLAZING ■ 1 DETAIL, SHEET 1 C 3 $ O EE z o } % m m O > W WW J � a f 6 2 W I x EXTERIOR i 0 c INTERIOR SEE GLAZING DETAIL, SHEET 1 i fl, I ' VERTICAL SECTION 3 THRU FRAME • • • • • • • • • 000 : : : : : SF. rtr0��'', ram• Q0 * 7 a T T / '° IWR/5 E/m- ODt" iBPE OAT. 6 NITIIOIQRTIQI Ms RR6A FL14911 LATE: 01.23.18 DWG. H R H FN SOLE: NTS DwG. B: ;wnnin SECTION FOR INTERIOR SECTION FOR _ BLOCK &TACKj,, SEE GLAZNG SEE GLAZING ONSTANT FORCE / �BAIANCERS BALANCE \ DETAIL SHEET 1 DETAIL SHEET 1 �� J / EXTERIOR I r- D.L.O. MAX. FRAME WIDTH HORIZONTAL SECTION 4, UPPERSASH SEE GLAZING SEE GLAZING (DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 EXTERIOR - D.L.O. MAX. FRAME WIDTH HORIZONTAL SE ION 4 LOWER SASH : • : : .. .'. ; S'ihw Line tb ONE SUVOWNE ORRRE NORTH SRUNSINIM NI OR= m 1 3i177R Z� p4R W 0S E ,��s �$ N3Rz 91 r /7 N S WW > m p } � o a r o. aw c avu REAOI aw 333 NR Q1 T�Of �tl1iwaiml Ne. 204>• FL 8: FL14911 DATE: 01.23.18 Sc4a: DWG. M: 4 PERIMETER SEALANT MIN. SUBSTRATE EDGE DISTANCE BY OTHERS MIN. EMBEDMENT 1/4" MAX SHIM SPACE EXTERIOR M INTERIOR A VERTICAL SECTION 6 THROUGH FRAME (HEAD) 1/4' MAX. SUBSTRA �MIM SPACE BY OTHERS\ t\ INTERIOR f EXTERIOR 1/4" MAX. SHIM SPACE INTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR BY OTHERS SCREW IN THE INTERIOR CHANNEL MIN. EDGE DISTANCE SCREW IN THE EXTERIOR CHANNEL MIN. EMBEDMENT g HORIZONTAL SECTION 6 THROUGH FRAME (JAMB) MIN. EMBEDMENT SUBSTRATE ---I r — T BY OTHERS W Wu Z fo 1/4" MAX. SHIM SPACE EXTERIOR INTERIOR HORIZONTAL SECTION 6 NAIL FIN (HEAD) REINFORCEMENT DETAILS 0.83" ---1O s7" ) — 0.34" 0.77" 0.9 I -+) 0.46" INTERIOR ;� OT 0.06„ 0.87" OLOCK RAIL ALUMINUM P O ALUMINUM LOCK ING RAIL O ALUMI UM LIFir RAIL &SASH MIN. EDGE DISTANCE p HORIZONTAL SECTION VERTICAL SECTION 6 NAIL FIN (IAMB) 6 MEETING STLLE INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF 31/21NCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASIJC OR BETTER. S. FOR MASONRY OR CONCRETE OPENINGS, 31 WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE INFORMATION. •• ♦•i 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEEP-tND • SIDING. • 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION REV!WJ&T • • COATING. B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. • •0• 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, A6 A�Fi0R� SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACT4 • • 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK, USE FLATHEAD ANCHORS. • • • • B ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MN. EDGE DISTANCE W)CO,LN.30.0.55 #8WO DPANDSC E SW Iz 0.75 AD MUMS FM METAL:.BGAUGE Sb.L Ns 7EX SCREW 3THREA08 MN MM. q • 39N81 PENETRATION BEYOND a.60' METAL 010 PAN HEAD N EXTERIOR CHANNB 1.51 0.75" WOOD: MN. SO. 0.55 N10 FIAT HEAD INTHE 15' 0.75 INTERIOR CHANNEL 410 PAN HEAD N 3THREADS MN • • EXTERIOR CHANNEL PENETRATION BEYOND 050' • • THIOINi FR»E MEWL: is *WE SNK META. 3 THREADS MIN • • • •MNNdy. 330 • : • • NIN NEAR THE PENETRATION BEYOND owL • • t IN INTERIOR CHANNEL META. •• • • • -_ LafNLFETE fC13000PS1 �16' 125' 1.76' FLAT HEAD 3Rs• ITW TAPCON 12V t15- •MAS0NFIY.CM1JP.ASTW • C10 A•L IDOD PSI FLATHEAD *Be • • • ••••• • • • • • • ••• • r • •• Sihw Une MMdeixir ONE SIIVEIILNE DRIVE NORM eRLINSWICK, N ONNO IAl{OIIB OINK, ANC Il•DRG.NM plI1M `�S1LIFLIlJO2j'''i 7 * TjIT ? cr ss/ONAt�?—%% 3M L OA1NA OEM" IL ii FBIE Cm. OFOF AI �At10N NIA MID, FL #: FL14911 DATE: 01.23.18 SCALE: NTS DING.#: Swnnrin 19 F 06 l MECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaenterprises.com Date 8/28/2018 Project No. 16-ERIKSQACCOMANI Company Name MDS Designed By MD Address 9370 SW 72 ST Description GARAGE COVERTED REVISION 08-WI City MIAMI Customer Name LUIS JARAMILLO State FL Proj Location 129 NW 96 ST File Location: F:\DIBUJ0\2016\R0BERT0\LUIS JARAMILLO\ERIK SACCOMANI 129 NW 96 ST\wind revision 08 27 2018.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 1.00 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 5q.; 00 ft Epsilon = 0.20 Zmin _ } Slope of Roof = 1.75 : �009ft 12 Slope of Roof(Thetal • 8.27 0696:6 Deg Ht: Mean Roof Ht = 11.93 ft Type of Roof Gabled • RHt: Ridge Ht = 13.75 00000� ft Eht: Eave Height 15.10 0•090 ft OH: Roof Overhang at Eave= 2.00 0000 000 ft Roof Area 2519.b0 ft^:....e 2 696•= . Bldg Length Along Ridge = 49.66 ft Bldg Width Across Ride= 4t*'2'0 ft ... .. .... ..... Gust Factor Category I Rigid Structures - Simplified Method " " '• ••••;• Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 ;' *:0.85 . •� . . . % ...... .... Gust Factor Category II_Rigid Structures - Complete Analysis: �•. 0 . Zm: 0.6*Ht 015.00• e lzm: Cc*(33/Zm)^0.167 = 0.23•• • Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems NR 10 0 (i i 40�� V10 �� L B •....• • ...... .... 00 Kh: 2.01*(Ht/Zg)^(2/Alpha) •'_"' 0.850000' •••.. Kht: Topographic Factor (Figure 6-4) ••` •; 1.O.000:0 •.:..' Qh: .00256*(V)^2*I*Kh*Kht*Kd " 4• 39.93'•psf ...... Cpww: Windward Wall Cp(Ref Fig 6-6) ;'•;•; 0.80 • .� Roof Area _ 02519:.00•ft^2 ....:. Reduction Factor based on Roof Area _,•, 0.800 , MWFRS-Wall Pressures for Wind Normal to 49.66 ft wall (Normal to Ridga�•,• Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) ----------- --------------- ------ ----------- Leeward Wall -0.50 -24.16 -9.78 Side Walls -0.70 -30.95 -16.57 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- Windward 13.75 0.85 1.00 39.93 19.97 ------- 34.34 --------- 44.12 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) -GCpi(psf) ---------- --------------------------------- ---------------- 0.0 ft to 6.0 ft -0.90 -37.74 -23.36 6.0 ft to 11.9 ft -0.90 -37.74 -23.36 11.9 ft to 23.9 ft -0.50 -24.16 -9.78 23.9 ft to 46.2ft -0.30 -17.37 -2.99 MWFRS-Wall Pressures for Wind Normal to 46.2 ft wall (Along Ridge) Wall Cp --------------- ------ Leeward Wall -0.49 Side Walls -0.70 Pressure Pressure +GCpi (psf) ----------- -GCpi (psf) ----------- -23.65 -9.27 -30.95 -16.57 8 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 13.75 0.85 1.00 39.93 19.97 34.34 43.62 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- -------------------------- 0.0 ft to 6.0 ft -0.90 -37.74 -23.36 6.0 ft to 11.9 ft -0.90 -37.74 -23.36 11.9 ft to 23.9 ft -0.50 -24.16 -9.78 23.9 ft to 49.7 ft -0.30 -17.37 -2.99 0� MECAWind Version 2.1.1.4 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2018 w:rr.mecaenterprises.com Date 8/28/2018 Project No. 16-ERIKSQACCOMANI Company Name MDS Designed By MD Address 9370 SW 72 ST Description GARAGE COVERTED REVISION 08-WI City MIAMI Customer Name LUIS JARAMILLO State FL Proj Location 129 NW 96 ST File Location: F:\DIBUJO\2016\ROBERTO\LUIS JARAMILLO\ERIK SACCOMANI 129 NW 96 ST\wind revision 08 _27_2018.wnd a 3' 2 _� 3 3, 2-', 3 �- Roof not shown � 5 ' 51 21:22 12 I 1 •••• 4 ' •, • 1 .. S; a 3, 2 ,3 31'2 �3 • .... .... Walls Gable Roof 7, Q� 45 . . Wind Pressure on Components and Cladding (Ch:3Q•fartr013'* All pressures shown are based upon ASD Design, with a Loa&0Fa'ctor,af••,.6 •• • Width of Pressure Coefficient Zone "a" = 4.62 ft Description Width Span Area Zone Max Min Max P Min P -------------------------------------------------------------------------- ft ft ft^2 GCp GCp psf psf WINDOW # 2 5.97 2.07 12.4 4 0.89 -1.08 42.54 -50.46 WINDOW # 2 5.97 2.07 12.4 5 0.89 -1.37 42.54 -61.80 WINDOW #3 2.07 2.07 4.3 4 0.90 -1.10 43.13 -51.11 WINDOW #3 2.07 1.33 2.8 5 0.90 -1.40 43.13 -63.09 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 39.93 psf . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... MAXIMUM DESIGN PRESSURE CAPACITY CHART PS 11O 110 • • • u - 0 • Le in 1&01 20.0 2201 24.0 26.0 28.0 30.0 320 34.0 381p 3810 40. 42. 44.0 .0 6Q0 52.0 24.0 00. 100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 26.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100, 0. 00 10 1 100.0 100.0 99.0 320 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 00 0 i00 010 0 1 100.0 96.5 92.8 34.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0. 0. 0 100.0 98.7 94.6 90.8 87.3 38.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100. 1 0. 0 9 9 89.3 85.8 82.5 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 40.0 00. 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.01 100.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 42.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 44.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 46.0 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 48.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 50.0 00. CI 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 59.4 520 00. CI 100.0 100.0 100.0 100.0 1100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 54.0 00. 100.0 100.0 100.0 100.0 1100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59,6 57.2 55.0 56.0 00. 100.0 1100.0. 100.0 100.01 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 5&0 00. 100.0 1100.0 1 100.0 100.01 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 1100.0 1 100.0 99.0 1 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 63.6 51.5 49.5 620 00. 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51,9 49,8 47.9 "0 00. 100.0 100.0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 88.0 00. 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 B8.0 00. 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 00. 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4 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 74.0 00 1100.0 94.8 86.9 80.2 74.5 1 69.5 1 65.2 1 61.4 57.9 1 54.9 1 52.2 1 49.7 47.4 45.3 43.5 41.7 40.1 Silver Line brAnder36ii [B_ ONE SILVERUNE DRIVE NORTH BRUNSW ICIS NI 0E902 PH: W0 3" x2 z� 00 0 R N m a �`-1 ^m` 9 a S� N Z W Y MULLION MULLION N Q 3 m m wi 1it W I REMARKS a BY DATE W1 W2 -I 6TH FBC EDITION AG 10/17 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH =2 TABLE NOTES: `ss tv%oF.. 0.' 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS �:' 7 ; O & CLIP DETAILS. _ * . 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. :0�'•. (T P:' �<uW 4. S. SEE SHEET REQUIREMENTS:3FOSPCCLIP DIMENSIONS. i11`S70NAL E�G%`�`, 11111111110% • WOOD: #12 WOOD SCREWS w•o F. Ham m flA�� IN 73M m • CMU: 3/16" ITW TAPCONS =c w • CONCRETE: 3/16" ITW TAPCONS MULLION ANCHOR BRACKET SO-2722 'm a am • METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) ALUMINUM (6063-T6) FL#: 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 1". WOOD DATE: SHALL BE MIN. S.G.=0S5. „�. ,�. 1 .i)6.17 • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF °''° DWGAG CHKHFN 2-1/2". 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 2-1/2°. 0.375• SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. DWG.a: SWD015 lar • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. �� SHEET STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK MULLION ANCHOR BRACKET 50-2722 ALUMINUM (6063-T6) OF 10 ALUMINUM 6063-T5. 2728 FOR CONCRETE ANCHORING O Miami Shores Village RECEIVED+, Building Department OCT 041017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 oc NE NUMBER: (305) 762-4949 FBC 20 i`1 BUILDING ' VI mit No. PERMIT APPLICAT� �'"'""`-~ -- mit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION Ej EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I Z " 1 Al (A- 2-y T •"•" City: Miami Shores County: Miami Dade •Zip • .••�•. '. Folio/Parcel#: I .3) U - d Z S D n (7 Is the Building Historically Designattd!49 NO • • Occupancy Type: Load: Construction Type: ...• .... • • Flood Zone: 'QF.E;.' • �F•Fj. OWNER: Name (Fee Simple Titleholder): �T 1 �` �� • • • 4 • •� �• •• Sf:7,1. Address: l Z t L✓ 9U S 1� ...... • • • City: 11'41'a'ni ,Sl oiZ�S State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: (".) q'-D .%) e Ord City: I I ffitIVI St Qualifier Name: GI State Certification or Registration #: / DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: S -z � _1e:7-- zip.. �/ _..... ne#: •. . Phone#: ' "GV — Z- Phone#: Certificate of Competency #: ne#: City: State: —Zip: Square/Linear Footage of Work: - Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: i 7c'[!I Lr-z-✓c%V'A'J1-t I'a Specify color of color thru tile: C Submittal Fee $ 7f-ltt- nPermit Fee $ J ' CCF $_ Scanning Fee $ z` Radon Fee $ DBPR $ Technology Fee $_ 12-0 Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CO/CC $ Ni Double Bond $ TOTAL FEE NOW DL Florida Building Code Online Page 1 of 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us I BCIS Site Map { Links Search Product Approval 1 USER: Public User Product Approval Menu > Product or Aoolication Search > Application List • l:i Search Criteria Refine Search Code Version 2017 FLU` 6067 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Type Manufacturer Validated By Status FL6067-R8 Revision Silver Line Building Products Corp. Category: Windows Subcategory: Mullions Locke Bowden P.E. (334) 300-1800 Approved istory `Approvea by UtSFK. Approvals oy UarK span pe rewewea ana raaneo oy cne rum ana/or me commission a necessary. is 000 •• • •••• • •••••• •••• •••••• • • • • • • • • • • • •••• •••• ••••• •••••• • ••• ••••• •• •• •• • •••••• • • • • • •••••• • • • • • Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824• • • • • • • • • • • • The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 S[a[e of Florida.:: Privacy Statement :: Accessibility Statement :: RefundSij[e•ose•nt Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M W IF07 eCluck 0 Credit Card Safe https:Hfloiidabuilding.org/pr/pr_app_lst.aspx 10/5/2018 Florida Building Code Online Page 1 of 2 BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search bProduct Approval r • USER: Public User •T Product Approval Menu > Product or Application Search > Apo lication List > Application Detail +; •, ri., FL # FL6067-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 7 Product Manufacturer Silver Line Building Products Corp.• • • • • • • • • • Address/Phone/Email One Silverline Drive • • • • • • • • North Brunswick, NJ 08902 • • • (732)435-1000 " '� " 0000 jonberrian@slbp.com • • • • • • • • • •••• •••• • • Authorized Signature Jon Berrian 0000 • • • • 00009 onberrian@slb .com Technical Representative • • • • • • • • Address Phone Email Quality Assurance Representative • • • • • • • • • • • Address/Phone/Email .. Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden P.E. C Validation Checklist - Hardcopy Received Certificate of Independence FL6067 R8 COI COI Silverline SS 2017-06-14.odf Referenced Standard and Year (of Standard) Standard ASTM E 330 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 2002 1994 1994 1994 https://floridabuilding. org/pr/pr_app_dti. aspx?param=wGEVXQwtDgs4Yr43 ec4OR5n5v... 10/5/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/13/2018 02/13/2018 02/19/2018 04/10/2018 FL # Model, Number or Name Description 6067.1 2723/2724/2728 Structural Beam Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R8 II SDWp14 SS 2018-02-12.pcif 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_Inskru.01pps and Product Evaluation FL6067 R8 AE PER5510 SS 2018-02-12.pdf Report for allovVa"b'le design pressures, sizes, ihstaT Created by Independent Third Party: Yes requwdli ents and limits of use. - . `, 6067.2 2723/2724/2728 I Structural Beam Mullion ... •i4 Limits of Use Installation Instructions • • • � Approved for use in HVHZ: Yes FL6067 R8 II SDWO15 SS 2018-p2-i2.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero,4!P. Florida P.F..•IS)7'e• Impact Resistant: Yes Created by Independent Thir&l6awW6Ves 0090 Design Pressure: N/A Evaluation Reports • Other: See Installation Instructions and Product Evaluation FL6067 R8 AE PER5511 SS -0�2�12 ndf • 1L018 Report for allowable design pressures, sizes, installation Created by Independent Thircl i"i les • • • • requirements and limits of use. 0000 • • •.. • 16'067.3 17537 1 Structural Beam Mullion - - • - _ • • _ _ • •/ 1 Limits of Use Installation Instructions Approved for use in HVHZ:-1��y FL6067 RS II SDW016 SS 2017 it0 :"P,8, Approved for use outside HVHZ: Yes V�Lified By: Hermes E, Norerd �P E. Florida P. S.•7� Impact Resistant., Yes Created by Independent Third Party Yes . Design Pressure: N/A Evaluation Reports • • - Other: See Installation Instructions and Product Evaluation FL6067 R8 AE PER5218 SS 2a1e7-10 19.pdf. • • • •. Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes • • • requirements and limits of use. Sack Next Contact Us :: 2601 Blair Slone Road. Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrich[ 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: WIM g(;Irc1 O Credit Card Safe https://floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5v... 10/5/2018 398 E. Dania Beach Blvd. BUILDING DROPS Suite338 /a/A\\ Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 TEL Certificate of Authorization: 29578 954.744.4738 FAX www.buildingdrops.com June 14, 2017 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: Silver Line Building Products One Silverline Dr. 00*0 • • • • • • North Brunswick, NJ 08902 • • • • ...... •••• •.•.•• Dear Sir (Madam), ." ." ' ...... . ... ..... Please note that I do not have, nor will I acquire, a financial interest in an;- : ...... manufacturing or distributing the product(s) for which the reports are betrlg39cued. • •, . • . • • 0 0 0 • . I also do not have, nor will I acquire, any financial interest with the Laboratory that • • : performed the test(s), or with the Engineer witnessing the test(s) and sealing the test" •' report(s). Respectfully submitted, F. 0 �1�1 i p0 7 �'o• TT �� Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document ' DNA Date: 2017.06.14 21:49:30-04'00' Hermes F. I P.E. Florida Registered Professional Engineer #73778 Page 1 of 1 BUILDING DROPS OA Perfect Solution in Every Dropl Certificate of Authorization: 29578 Product Evaluation Report Of SILVER LINE WINDOWS AND DOORS Series 2723/2724/2728 Structural Beam Mullion (HVHZ) (Impact) 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com ...... for ...... .... ...... Florida Product Approval ' .... .... . . FL# FL6067 "" "" ""' ...... .... .. ..... .... .. . ...... Report No. 5217 . . . . ...... Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Exterior Doors Sub — Category: Mullions Product: Series 2723/2724/2728 Structural Beam Mullion Material: 6063-T6 Aluminum Prepared For: Silver Line Windows and Doors One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date:10/19/2017 Contents: Evaluation Report Pages 1— 3 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.10.19 23:46:52-04'00' F. O �0 7 S/4NA - E� %�`� Hermes►o im o, P.E. Florida No. 73778 BUILDING DROPS FL#: FL6067 0 A Perfect Solution in Every Drop! Date: 10/19/2017 Certificate of Authorization: 29578 Report No: 5217 Manufacturer: SILVER LINE WINDOWS AND DOORS Product Category: Windows Product Sub -Category: Mullions Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2723/2724/2728 Structural Beam Mullion (HVHZ) (Impact) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL #`)qhg) for Si�Line • • Windows and Doors based on Method 1d of the State of Florida Product A` *%al, Flotkly • •' • • • Department of Business and Professional Regulation - Florida Building Commission. +••••: .... .... . . Hermes F. Norero, P.E. does not have nor will acquire financial interest in+tt"mpan; ••• ••.••• manufacturing or distributing the product or in any other entity involved M thLs approvat pr6cess 6? • •; • the product named herein. •: • • . . . . ...... • This product has been evaluated for use in locations adhering to the currenik Florida Building Coda.. •': See Installation Instructions SWD015, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, includine the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering. 5. Site conditions that deviate from the details of drawing SWD015 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions SWDOIS for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 3 BUILDING DROPS 1 A Perfect Solution in Every Dropi �J Certificate of Authorization: 29578 FL#: FL6067 Date: 10/19/2017 Report No: 5217 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Quality Assurance Entity through Window and Door Manufacturers Association (FBC Organization #QUA2515). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330 ...... Referenced Data: 1. Product Testing performed by Testing Evaluatiorti lab Mc. • . .... ...... (FBC Organization # TST4317) Report #: TEL 05-1007-2 Report Date: 10/P5?2Qp5 . `• • • :0000• Test by Wendell W. Haney, P.E., Fi.151 #5415 5A 10/5/W 4 0 report reviewed - 09009 . . . .. .. .. . ...... 2. Quality Assurance Entity • • • • • • • • • • • Window and Door Manufacturers Association • • • • • • • (FBC Organization #QUA2515) • .• . . . . . •• . Installation: Refer to Installation Instructions (SWD015) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD01S) for design pressures based on size, configuration, and glass types. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 3 . ... . . ... % .. . . . % .. . . . . . . . . . . . . .... . . . . ... SILVER LI1VE WINDOWS AND DOORS SERIFS 2723, 2724, 2728 STRUCTQA,A&7EPA lVjULL/ON (HVHZ) (IMPACT) ........ . {I{� GENERALNOTES: •• • • • • • ••• •• I Wl jr�� L 4 4 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TAS 203-94 TAS 202-94 TAS 201-94 ASTM E330 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. SX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA. S. MULLION & CLIP MATERIAL: ALUMINUM 6005-TS& 6063-T6 (AS NOTED) 6. MULLIONS MAYBE USED WITH ANY APPROVED FENESTRATION PRODUCT. UNDER SEPARATE APPROVAL 7. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION CONFIGURATIONS, AND DESIGN LOAD CAPACITIES. & IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 MULLIONS CROSS SECTIONS 3 ANCHOR CLIP CONFIGURATIONS 4 VERTICAL SECTIONS & ANCHOR SCHEDULES 5 ANCHOR LOAD TABLES FOR 2723 ONE-WAY MULLION 6 ANCHOR LOAD TABLES FOR 2723 TWO-WAY MULLION 7 ANCHOR LOADTABLES FOR 2724 ONE-WAY MULLION 8 ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION 9 ANCHOR LOAD TABLES FOR 2728 ONE-WAY MULLION 10 ANCHOR LOAD TABLES FOR 2728 TWO-WAY MULLION 1 1 L wi IL <W2 TYPICAL ELEVATIONS INSTRUCTIONS: 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: • ASSEMBLIES CONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. S. QUALIFIED CUP TYPES APPEAR ON SHEETS 3& 4. MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. byAndegen 03' ONE SIIVERUNE DRVE NORTH BRUNSWKX. NJ D8902 PH: 800 2344228 "z Z� z R ao z p4� �mE a C i c N < m co J o: f� W Q F � REMARKS BY I DATE 6TH FBC EDITION I AG 10/17 P.E. 13 v TT J2 ssP/ N, lao r. A✓7LA It�pWy 7M "m `WRLW / a MR OM W AMMATM ILL W= FL II: F L6067 DATE: 10.06.17 BALL: NTS oWG.N: SWD015 IOF 10 M O TUBE MULLION . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . . ....... .... .. .. ... .. .. . . . . . . .. . . . ... . . . ... . • • • • • • • • • • • •• • • • • • ••• •• 1n N O 1.0011 SERIES 2724 TUBE MULLION NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. in N M O SERIES 2728 TUBE MULLION SIWr Line bm ffl, ONE SUERUNE DICVE NORM MadWIO(, W 08902 Z y ? 9 � 00 Zpp QTR� N � W t/) F W a FBC 0111111 �iO�1/ , %-. 0 ��• T T r � 10 aaRoo R Ip0{I, ►L w rs w am w,�=� WE CM. MOL FL #: FL6067 DATE: in_nA_17 SCALE: DWG.#: 2 OF 10 O lV 5.50" . . ... .. . . ... .. .. . . .. .. . . . . . . . . . . . ••. . . . ... • • . . .•. .. . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . ... . . . ... . • • . • . • • . . . . . .. MULLION ANCHOR BRACKET 2722 ALUMINUM (6063-T6) a 0 N a Ln N rl C 7 AR" 0 * • 2.25" 2.25" 2.25" 7.68" 2.25" 2.25" 2.25" MULLION ANCHOR BRACKET 50-2722 ALUMINUM (6063-T6) Silver Line byaKWseh f ONE 9LVERLINE DRIVE NORM WNSWIM NI 08902 PHAX Z34,4228 o z� u+ W < Qa <e 16TH FBC EDITION I AG 110/17 1 �0,0ES F.E„O��i�i 10"' G% %``� AOO\nal ►LANs( 11311 FL S: FL6067 DATE: 10.06.17 SALE: NTS DWG.N: SWD015 SHEET 3 OF 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... EXTERIOR II II INTERIOR • • • • • • • • • • • EXTERIOR VERTICAL I f i I I I I I MULLION ANCHOR • • • • • • • • • • • • • • • • • • • • VERTICAL MULLION i �_____� BRACKET 2722 MULLION 11 ® ® I 1/4" MAX. • • • • • • • • • • *AN.EMB.• • • • ••• •• / SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS— MIN. EDGE DISTANCE J� ANCHOR DETAIL 4 MULLION ANCHOR BRACKET 2722 ANCHOR SCHEDULE FOR MULLIONS 2723 & 2724 SCREW EMBEDME EDGE SUBSTRATE INSTALLATION CITY PER ANCHOR TYPE NT DISTANCE TYPE LOCATION (IN.) (IN.) WOOD ANCHOR 8 #14 WOOD ANCHOR 1.5 0.75 BRACKET 2722 ANCHOR BRACKET 4 " 0 ITW TAPCON 1.0 2.50 E s0-2722 ANCHOR 8 1/4"SELF-DRILLINGSMS 3THREADS 0.50 BRACKET 2722 ANCHOR SCHEDULE FOR MULLION 2728 INSTALLATION SCREW EMBEDME EDGE SUBSTRATE TYPE CITY PER ANCHORTYPE NT DISTANCE LOCATION (IN.) (IN.) ANCHOR WOOD BRACKET 10 #14 WOOD ANCHOR 1.5 0.75 50-2722 CONCRETE/ ANCHOR BRACKET 4 1/4" 0 ITW TAPCON 1.0 2.50 MASONRY s0-2722 ALUM. ANCHOR BRACKET 10 1/4" SELF -DRILLING SMS 3 THREADS 0.50 MULLION 50-2722 �Z INTERIOR MULLION ANCHOR BRACKET 2722 MIN. EDGE DISTANCE J� ANCHOR DETAIL 4 MULLION ANCHOR BRACKET SD•2722 1/4" MAX. MB. HORIZONTAL IN. EMBED TRANSOM MULLION II II —7 1/4" MAX t VERTICAL it AlI ----- MULLION � I I ! ! MULLION ANCHOR BRACKET 2722 C VERTICAL SECTION 4 ALUMINUM MULLION SIDE VIEW -VERTICAL NOTE -HEAD, SILL AND JAMB HAVE SIMILAR DETAILS NOTE DETAILS SHOWN ARE TYPICAL FOR ALL MULLION & CLIP ASSEMBLIES. SEE SHEETS 5-10 FOR ALLOWABLE MULLION CONFIGURATIONS, SIZES, AND DESIGN PRESSURES. Silver Line MAndefkn 1B, ONE SILVERLINE DRVE NORTH BRUNSW IOI, NI 08902 G : B00 236 228 O Z 00 = a�E E Z m W a `4 w F a 7 D T T 0 :10� • t P ; �Q4i HW— F. --- PL now PL RR 73M semxm OWN tat= MR Rear OF ARHMUATM Ra 20M FL M: FL6067 DATE: in_FIR _17 SCALE: DWG. #: 4 OF 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • . MAXIMUM DESIGN PRESSURE CAPACITY CHART P6P : iTRWMRAL MUYLnNS ON6WAY - L - Mull W - THbut9ty Wittjin) • • • • • • • Length (in) 1&0 20.0 22.0 240 26.0 28.0 30.0 320 34.0 38.0 I 38.0 40.0 42.0 44.0 48.0 48.0 5Q0 52.0 Z4.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100. 0 100.0 100.0 100.0 100.0 100.0 20.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 0 0 1 .0 00.0 O.0 -100.0 100.0 100.0 100.0 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 400.0 iIOG►0 01 0 0D.0 1 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 •10ft •1 .0 100.0 100.0 0100.0 100.0 100.0 100.0 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100 0 10 0 1 0 ,0 100.0 1 .0 100.0 100.0 100.0 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 490.0 010(00 14)0.0 100.0 400.a 0100.0 100.0 100.0 100.0 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 100A 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 420 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 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 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 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 99.6 99.0 56.0 100.0 100.0 100.0 100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 80.0 100.0 100.0 100.0 100.0 100,ol 100.0P933.6 100.0 100.0 100.0 99.1 96.5 94,2 92.3 90.7 89.3 88.2 87.3 020 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 84.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 85.5 83.5 81.8 80.4 79.2 78.1 80.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81.7 79.7 78.0 76.6 75.3 74.2 68.0 106.0 100.0 100.0 100.0 100.0 100.0 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73,1 71.8 70.7 70.0 100.0 100.0 100.0 100.0 100.0 98.4 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 720 100.0 100.0 100.0 1000 100.0 95.1 86.1 82.5 79.4 76.6 74.2 72.1 70.2 68.5 67.0 65.7 64.5 74.0 100.0 100.0 100.0 100.0 97.3 91.9 83.2 79.7 76.6 73.9 71.5 69.3 67.5 65.8 84.3 83.0 61.8 Silver Line MArx sen 1B, ONE SIWERUNE DRIVE NORTH 5WNWC t, N 0=2 PH: W01 23442LB j O V R z- MULLION Rmce MULLION N c Z W wz N� i mmA W2 �' O ONE-WAY MULLION DIAGRAMS RE� REMARKS BY DATE 6TH FBC EDITION AG SO/17 S F. 0 11.1 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS `.`�t�Q� ' F.po ? * 7 1 & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.�0�'., 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE '••••..•••'' c� i�i�'S'ON; E?��`` 4. SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. �- ; S. ANCHOR REQUIREMENTS: • WOOD: #12 WOOD SCREWS Iwv F.■L" �'sr,�". n,ioR • CMU: 3/16" ITW TAPCONS i L mom, wzmm M Im • CONCRETE: 3/16" ITW TAPCONS MULLION ANCHOR BRACKET 2722 � cum � m ter,. N. FL a: FL6067 • METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) ALUMINUM (6063-T6) 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD DATE: 10.06.17 SHALL BE MIN. S.G.=0.55. DWG.BBG CHKH BY: • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF Dio[n z..r zs 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. j I SCALE: NTS • CONCRETE ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". 0375" owG.r: SWD015 CONCRETE SHALL BE MIN. 4000 PSI. I . SHEET • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. --4 LOOP STEEL SHALL BE MIN.18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK MULLION ANCHOR BRACKET) 2722 of to ALUMINUM 6063-T5. 2723 ALUMINUM (6063-T6 FOR CONCRETE ANCHORING . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... MAXIMUM DESIGN PRESSURE CAPACITY CHART PSF •STRt#CTVRAL MUL7610M' -WAY • L - Mull W - Tribute Width(in)• • • • • • • • Length (in) 1&0 200 22.0 24.0 26.0 2&0 30.0 320 34.0 36.0 3&0 40LO 42.0 4tO 46.0 48.0 M0.0 520 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 2& 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0. 100.0 100.0 100. 1 1 10 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10010 low 10 s1000 10 o 100.0 1 6.6 100.0 100.0 100.0 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 00�t7.10 0 100V 10010 100.0 100.0 99.0 320 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10 0 1 1 .0 100. 100.0 96.5 92.8 34.0 100.0 100.0 100.01 100.0 100.0 100.01 100.0 100.0 100.0 100404 10010 •100.(P 100.0 100 98.7 94.6 90.8 87.3 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 1100.0 100.0 1 100.0 1100.0 100.0 97.5 93.2 89.3 85.8 82.5 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96,7 92.3 88.3 84.6 81.2 78.1 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 %5 91.9 87.7 83.9 80.4 77.2 74.2 420 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 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 59.4 520 100.0 100.0 100.01 100.0 100.0 1 100.0 99.0 92.8 87,3 82.5 1 78,1 74.2 1 70.7 1 67.5 64.5 61,8 59.4 57.1 64.0 100.0 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 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 1 62.6 59.9 57.4 55.1 53.0 5&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 83.4 60.5 57.9 55.4 53.2 51.2 80.0 100.0 100.0 100.0 100.0 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 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 1 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 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 98.0 100.0 1100.0 100.0 94.6 1 87.3 1 81.1 75.7 70.9 66.8 63.1 59.7 56.8 54.1 51.6 49A 47.3 45.4 43.7 70,0 100.0 1100.0 100.0 91.9 1 84.8 1 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4 72.0 100.0 100.0 97.5 89.3 82.5 76.6 71.5 6-T0 63.1 1.1 56.4 53.8 51.0 48.7 46.6 44.7 42.9 41.2 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 i o Zzwo Iffl. TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH -i Silver Line MARdOW 03- ONE SILVERUNE OWE NORTH BRUNSWUC N10002 =O N Zs O R A m (DU 11 ,4mQ ry 9 0 z 9W " A ry = f Ym� m y w FW tm F� a 16TH FBC EDITION I AG I10/17 1 %'%• ES F. 0 TABLE NOTES' c<`p 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS ' * 7 i & CLIP DETAILS. T cc 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. AO ° P ; . 40W SHEET3. SEE THIS OSPECIFIC DIMENSIONS. 4. SEE SHEET 3FORS SPECIFIC CLIP DIMENSIONS. ONS///`S/ONAI E�G�?- 5. ANCHOR REQUIREMENTS: //�Ni11111W,�� • WOOD: #12 WOOD SCREWS F. Ni•q PZ • CMU: 3/16" ITW TAPCONS R la Pt N. nrn ac m"@OWN a • CONCRETE: 3/16" ITW TAPCONS MULLION ANCHOR BRACKET 2722 RR � " A°' "' au• • METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) ALUMINUM (6063-T6) FL#: 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 1". WOOD DATE: 10.0 .17 SHALL BE MIN. S.G.-0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT Of 1-1/4" & EDGE DISTANCE OF x.or ass DWGAG �HKHFN 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. o.xo - - SCALE: NTS • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". 0375' DWG.#: SWD015 CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE.-� L,a. SHEET STEEL SHALL BE MIN.18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK MULLION ANCHOR BRACKET 50-2722 OF 10 � ALUMINUM 6063-TS. 2723 ALUMINUM T6) FOR CONCRETE ANCHORING ANCHORING . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . MAXIMUM DESIGN PRESSURE CAPACITY CHART (PS}): S7RULFTURAIlMMLLXM G1NE-WAY • L - Mull W - Tdbutw1 XVic1 (111) • • • • • • • Length (in) 1&0 20.0 220 24.0 26.0 28.0 30.0 32-01 34.0 36.0 38.0 4a0 420 4tO 46.0 4&0 50.0 520 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 1 0. 1 .0 .0 1 0 .0 100.0 100.0 100.0 2&0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 140.0 100.0 100.6 400E0 0100.0 P100.0 100.0 100.0 100.0 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 •IL0.0 100.0 100.0 100.0 100.0 320 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1004 100. 100.0 1 .0 100.0 100.0 100.0 34.0 100.0 1100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.9 100.0 40010 "(0.0 bloo.0 100.0 100.0 100.0 36.0 100.0 100.0 100.0 100.0 1 100.0 1 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 1100.0 1100.0 100.0 100.0 100.0 1100.0 X 0 100.0 100.0 100.0 100.0 100.0 100.0 100. 0 100. 0 100.0 100.0 100.0 100.0 1100.0 1100.0 100.0 100.0 100.0 100.0 40.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 420 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 4& 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100. 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 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 54.0 100.0 1oao 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 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 W.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3 112.0 100.0 100.0 100.0 100.0 100.0 160.0 100.0 100.0 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 $4.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 85.5 83.5 81.8 80.4 79.2 78.1 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81.7 79.7 78.0 76.6 75.3 74.2 68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.6 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 1 75.0 73.1 71.4 1 69.9 1 68.6 1 67.5 720 100.0 100.0 100.0 110.0 100.0 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 74.0 100.0 100.0 100.0 100.0 97,3 91.9 87.2 1 83.2 1 79.7 76.2 1 73.0 1 70.2 1 67.7 65.5 63.5 1 61.8 1 60.2 1 58.9 'vo 1 ONE-WAY MULLION DIAGRAMS Silver Line MArtadiW m - ONE SILVERUNE DRNE NORTH BRUNSWICI , Nf OW2 BTH FBC EDITION I AG I10/17 1 PIOVf,pG on oma J'01ES F. O 11,�i TABLE NOTES: Apo QUALIFIED ANCHOR CLIPS `��. 7 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS * ; & CLIP DETAILS. ? T T i 4L 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. �� 0 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. i��iSStON, 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ; E %%%%p S. ANCHOR REQUIREMENTS: • WOOD: #12 WOOD SCREWS , ;t�r • CMU: 3/16" ITW TAPCONS a.I w � ss o • CONCRETE: 3/16" ITW TAPCONS MULLION ANCHOR BRACKET 2722 am *� •� • FL a: • METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) ALUMINUM (6063-T6) 6. INSTALLATION SUBSTRATES: -{ 2.0a I-- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067 • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD DATE: 10.06CHK SHALL BE MIN. S.G.=0.55. - DWG.BY: B HFN • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF ale 2.or 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 2.er -4- 4- • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". ass" G. - D��G » $WDU15 CONCRETE SHALL BE MIN. 4000 PSI, SHEET • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK 2,", MULLION ANCHOR BRACKET 50-2722 �J OF 10 ALUMINUM 6063-T5. 2724 ALUMINUM (6063-T6) UU FOR CONCRETE ANCHORING .. .. . . . .. .. . . . . . . . . . . . ... MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSR-! TR C13JRA�Uajowtoyko-wy) • L - Mull W - Tributary rziil (in) • • .. • . • Length (in) 1&0 20.0 22.0 24.0 26A 28.0 30.0 320 34.0 36.0 38.0 40.0 420 44.0 46.0 48.0 1 50.0 52-0 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 &105.0 100.0 10" 10(ho, 100A 100.0 100.0 100.0 2& 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 lodr.o. 1 . 1 .0 1 .0 1 0 .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 1G040 1 0.0 1 100.0 100.0 99.0 320 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10 1 .0 10E. 100. 100.0 100.0 100.0 96.5 92.8 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100. 1 .0 100. 1 .0 1 . 7 94.6 90.8 87.3 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85.8 82.5 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 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 47-0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 63.5 79.9 78.6 73.5 70.7 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 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 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 59.4 520 100.0 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 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 50.0 100.0 100.0 100.0 100.0 100.0 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 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 60.0 100.0 100.0 100.0 100.0 99.0 91.9 85.8 80.4 75. 771.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 02.0 100.0 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73,2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9 64.0 100.0 100.0 100.0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 66.0 100.0 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 1 58.5 55.7 1 53.2 50.8 48.7 46.8 1 45.0 88.0 100.0 11 11 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 72.0 100.0 100.0 97.5 89.3 82.5 76.6 1 71.5 1 67.0 1 63.1 59.6 56.4 1 53.6 1 51.0 1 48.7 46.6 44.7 42.9 41.2 74.0 100.0 1100.01 94.8 1 86.9 80.2 74.5 1 69.5 1 65.2 1 61.4 1 57.9 54.9 1 52.2 1 49.7 1 47.4 45.3 43.5 41.7 1 40.1 Silver Line MAndeis& B3, ONE SILVERUNE ORNE NORTH EMNSWICK, NI 08901 PH: WDI 234-4229 NZ zA `� Qy 0 MULLION Iti C 3 MULLION W3 N xm ry O / l F W (r ry q ( O 1 REMARKS BY DATE LN14- vn -4 6TH FBC EDITION AG 10/17 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH = F. 0 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS �`��•' o = * : 7 - -1 & CLIP DETAILS. T 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.3. :p0�'•• C P.: ��u SEE THIS SHEET FOR I FIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 0 S S. ANCHOR REQUIREMENTS: • WOOD: #12 WOOD SCREWS Ee•n r. rEaoR vcnaI.M, • CMU: 3/16" ITW TAPCONS �• FL wm • CONCRETE: 3/16" lTW TAPCONS MULLION ANCHOR BRACKET 2722 OW WAM .m arc v wrEx lm .► mmFL#: FL6067 SCREWS (GRADE 5) ALUM� NUM • METAL: 12-14 SUBSTRATES: 6. INSTALLATION SUBSTRATES: LLION im 1- FOR WOOD SCREW OR MULLIONTOTOM ANCHORING • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.�55. DATE: 10.06.17 G AG CHK I BY: • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF o.10' 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 20P 281" 4- --40- SCALE: NTS • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". 0.1w DWG. a: CONCRETE SHALL BE MIN. 4000 PSI. SWD015 SHEET • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. I, m STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK MULLION ANCHOR BRACKET) 2722 OF 10 ALUMINUM 6063-T5. 2724 ALUMINUM FOR CONCRETE ANCHORIRI NG ANCHORING . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSFk STRUCTURAL M1JLLI ONE-WAY • - Tributary Widtt!(in) t8.0 20.0 220 24.0 28.0 28.0 30.0 32.0 34 0 iu 38t0 40.0 48.0• 40.0 4&0 •{&0 50.0 520 NW 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100. 00.0 100.0 100.0 100.0 100.0 100.0 100. 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10p. 1 .0 1 1 100.0 100.0 100.0 320 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.E 1 .0 10U. 100.O 1".0 100.0 100.0 100.0 100.0 34, 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 .0 1w.0i 1 .O .0 100 100.0 100.0 100.0 36.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 158T1 .0 10010 1E0.& its.E 400.0 100.0 100.0 100.0 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 420 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 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 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 .100.0 100.0 100.0 100.0 100.01 4& 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 50.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 520 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 51.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 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 99.0 530 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94,6 93.6 92.8 6120 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3 520 100.0 100.0 1100.0 100,0 100.0 100,0 100.0 100.0 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 "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 88.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81.7 79.7 78.0 76.6 75.3 74.2 88.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 720 100.0 100.0 100.0 100.0 100.0 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 74 0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.6 73.9 71.5 69.3 67.5 65.8 64.3 63.0 1 61.8 TABLE NOTES: SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: • WOOD: #12 WOOD SCREWS • CMU: 3/16" ITW TAPCONS • CONCRETE: 3/16" ITW TAPCONS • METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". 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 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silver Line MArdeisen [B_ ONE SILVERUPE ORNE MATH BRUNAwa(, NI DM2 H 8 N2 O Z >� 1 0 R MULLION E N o N W s O MULLION ■ L �'I EAR' 3 m R N u m m wl I- w2 4- vn -{ I-, REMARKS ONE-WAY MULLION DIAGRAMS ByDATE 6TH FBC EDITION AG 30/17 QUALIFIED ANCHOR CLIPS MULLION ANCHOR BRACKET 50-2722 ALUMINUM (606346) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 0.10" 3.2r 400' 0.975" 7� 1.0cr MULLION ANCHOR BRACKET 50-2722 2728 ALUMINUM (606346) FOR CONCRETE ANCHORING F. * 7 O 2 ',,,SS�ONI L E0G�p� naa ri wwImm11- 910 M I MMM KMM M1 3M WAA FMa mOF anI7ta FL#: F L6067 DATE: in-of_17 SCALE: DWG. #: 9 OF 10