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BLDG PERMIT #7078
Date: R E C F i CITY OF CAPE CANAVERAL Tracking # FEBa� 10 BUILDING PERMIT APPLICATION Permit it (321) 868-1222 City of Cape Canaveral Building Department 7510 N. Atlantic Ave. Cape Canaveral, FL 32920 You may download this application: w�vw.cityofcapecanaveral.org. You may fax to: (321) 868-1247. All applications must include the backside of this form. Important: Please complete the checklist on the back of this form and provide other documentation as indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete. APPLICANT WILL BE CALLED WHEN PERMIT IS READY. (Contractor/Owner-Builder is required to sign for the building pen -nit, unless indicated otherwise by affidavit. I.D. may be required) Address of Job Site: Zoning classification: L4-2 Flood Zone: Legal description of property: TWN: RNG: SEC: Property Owner Name: Address: / 9 L Fee Simple Titleholder's Name (if other than owner): Bonding Company: Address Mortgage Lender: Address: SUBD: BLK: Address: LOT: PB: PG: Phone: Type of Permit Brief description of work: b Building._ F ?>�r �=✓E , =v Electrical Plumbing Mechanical Other Architect/Engineer Name: '` l — Address: - e &r -Irl A -W Type Of State License No.:6,47e F,:570 �- State Const. Oce- FPL lines City Sewer Will this Phone (office) 7 -3- PPhone (cell/pager.): Fax:° ' Electrical Contractor Name: Address: Name of Company: State License No.: Building Square Type upancy currently available structure # of # of # of # of Valuation of work Phone (office): Phone (cell/pager.): Fax: Feet (IA, Group available to to serve have built-in stories dwel- bed- water (please under VB, (B,Rl, serve this this gas ling rooms closets indicate as roof etc) etc. property? Y� P P ro ert Y' P P appliances? liances. units applicable) Yes/No Yes/No Yes/No Commercial. ts° SFR $ Townhouse $ Apartment $ Condominiu $ Other $ Architect/Engineer Name: '` l — Address: - e &r -Irl A -W Name of Company: d / d 4 �% • %` 77" ,?- Y5 2— State License No.:6,47e F,:570 �- State Phone (office): Phone (celFpager.): Fax: Primary Contractor Name: &- , " .V ame f Company: Address: /m 5 ; eplx State License No Wit , ° 0;1,33'46 Phone (office) 7 -3- PPhone (cell/pager.): Fax:° ' Electrical Contractor Name: Address: Name of Company: State License No.: Phone (office): Phone (cell/pager.): Fax: Plumbing Contractor Name: Address: Name of Company: State License No.: Phone (office): Phone (cell/pager.): Fax: Mechanical Contractor Name: Address: Name of Company: State License No.: Phone (office): Phone (cell/pager.): Fax: Specialty/Other Contractor Name: 4�54, 6 cl e /A° lame of Company: 194,11e. -101%z ' «- Address: .. 0 A j5 ,2- /=d y t i de 11 - �a''"�-��f.i d� -Z!2 1� . State License No.: Phone (office): > „� , Phone (cell/pager.): u Fax: City of Cape Canaveral, Florida BUILDING PERMIT PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247 Permit #:7078 Issued: 3/10/2010 Permit Type: BUILDING ALTERATION Class of Work: 437- AA & reroofs-commercial Proposed Use: BUSINESS Sq. Feet: Est. Value: Cost: 1,800.00 Total Fees: 112.5 Amount Paid: Date Paid: Name: HRADESKY, EDWARD L Addr: 166 CENTER ST CAPE CANAVERAL, FL 32920 Phone: (321)783-8474 Lic: CGCO23846 Work Desc: INSTALL WINDOWS PER Final T "sp'q/ %/ Address: 166 CENTER ST CAPE CANAVERAL, FL Township: 24 Range: 37 Lot(s): Block: Section: 23 Book: Page: Subdivision: TECH VEST Parcel Number: 24 3723J E1 Name: TECH -VEST LLC Address: 124 ST CROIX AVE COCOA BEACH, FL 32931 Phone: (321)783-8474 SPECIFICATIONS I APPLICATION ACCEPTED BY: r `'—PLANS CHECKED BY:L*,-{Z APPROVED BY: ' 10 NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 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 ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I IS UE BY/DAT Address: x�� BUILDING PERMIT FEES: Building Permit per square footage: ........................... ................................. Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): Building Permit based on valuation:... .... .. .............I.................... Total Sq. Ft. (Living Area) X ec Total Sq. Ft. (Enclosed Area): Building Permit miscellaneous: ..................................................................... Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): Electrical-* ............................................................................................................ Plumbing......................................................................................................:..... Mechanical.......................................................................................................... Building Permit Plan Check Fee..................................................................... 3 FireDept. Plan Check Fee ................................................... ......................... Radon Trust Fund: sq. footage Concurrency Management Fee......................................................................... CapitalExpansion Fee.................................................................................... Total Building Permit Fees:...... SEWER PERMIT FEES: Sewerimpact Fee..................................................................................... SewerTap Fee........................................................................................... Tntal Viewer Permit FePc By: Date:"" k Building Permit Application Checklist Notes Completed Permit Application Current code edition: FL Bldg. Code 2007 (as revised) Current survey showing all proposed construction and landscaping Check with Bldg. Dept. for setbacks Notarized signature — Owner/Builder Affidavit If owner is acting as contractor Sewer Impact Fee receipt May be deferred until C.O. Unless job is remodeling County Impact Fee receipt May be deferred until C.O. Capital Expansion Impact Fee receipt Maybe deferred until C.O. Sidewalk Impact Fee receipt If sidewalk exists on lot Recorded Warranty Deed / Proof of Ownership Copy of Recorded Notice of Commencement (over $2,500) Over $7,500 for Mechanical change out Current Cert. Of Liability Ins./Worker's Comp. Policy / Exemption Record will be kept on file after initial submittal Community Appearance Board Approval For all work visible from Public Right -Of -Way Planning and Zoning Board Site Plan Approval For all new construction of four units or more Concurrency Forms For all new construction not part of approved site plan Primary Contractor's State License Record will be kept on file after initial submittal Subcontractor's Authorizations: State License Record will be kept on file after initial submittal Notify Building Department of contractor changes Plumbing Contractor Plumbing Contractor Electrical Contractor Electrical Contractor Mechanical Contractor Mechanical Contractor Roofing Contractor Roofing Contractor Swimming Pool Contractor Swimming Pool Contractor Gas Contractor Gas Contractor Specialty/Other Contractor Specialty/Other Contractor Construction Drawings: Per F.B.C. 104 Three sets of sealed construction drawings Per F.B.C. 104 Truss layout and reaction Summary Cut sheets and shop drawings will be needed at time of insp. Electrical Load Calculations Plans must indicate person responsible for calculations Electrical Riser All new service must be located underground Plumbing Riser Plans must indicate person responsible for design A/C layout Plans must indicate person responsible for design Two sets of Energy Calculations Plans must indicate person responsible for calculations Lot Drainage Survey Four sets of Fire Suppression/Sprinkler/Alarm specifications Requires Fire Dept. approval prior to issuance of permit Pool Barrier Requirement Form (signed) Pool permits will not be issued without barrier 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. The Building Code in effect at the time of this application is the Florida Building Code 2007 Edition. I understand that all permits require inspections as indicated. This permit application is valid for six months from date of submission. By signing, applicant affirms that all above is true and correct and that he/she is an authorized agent of the Contractor/Owner and has the authorit to apply for this permit. Applicant's Dame: �d� Applicant's Signature: (r _-' r Date: Site Address: For Notary use only: State of Florida, County of Brevard Sworn and subscribed before me this - day of 20 -14�!) , by 11 'ho produced identification: Is perso a r �uaG Notary Public State at Florida Joy Lombardi My Commission DDS88496 Seal: OF 0-0 Expires 08/03/2011 or Printed name of Applicant X 411, Signature - Notary Public At Large G:\B1dg.Dept.Fonns\ Building Permit Application Rev. December 17, 2009 This form may be duplicated. CANAVERAL FIRE RESCUE Serving the city of Cape Canaveral Plan Review To: Building Department Michael Richart, Building Inspector From: John J Cunningham, Fire Marsha y Re: 166 Center Street Glass window install Date: 03-08-2010` We have reviewed the plans and have no comments at this time. Station #1: 190 Jackson Avenue • Cape Canaveral, Florida 32920 • (321) 783-4777 • Fax: (321) 783-5398 Station #2: 8970 Columbia Road • Cape Canaveral, Florida 32920 • (321) 783-4424 • Fax: (321) 783-4887 www.ccvd.org City of Cape Canaveral 105 Polk Av. P 0 Box 326 Cape Canaveral, Fl. 32920 Phone: 321-868-1222 Fax: 321-868-1247 BUILDING CONSTRUCTION PLAN REVISION REVIEW FEE 001-369.2000 Date: .3 ZIL11, /I- e2 Proiect Name: Project Address: 16 � (f -,,YL e, S Building Permit Number (if applicable): 7D T? Amount Charged per Schedule "B" Fees (e) (4): $ 6;) �o D Name of Plan Reviewer: (Note: Review of construction plan revisions shall be charged per V;2 hr or portion thereof* $25.00) GAAdminTORMS\BuiJding Plan Revision Review Receipt.doe City of Cape Canaveral Inter -Office Transmittal To: Johnny Cunningham From: Joy Lombardi, Building Department Re: 166 Center Street — Windows — Revised Plans (Permit #7078) We Transmit: ® Herewith THE FOLLOWING: ® Plans ❑ Prints ❑ Other These are transmitted for: ❑ Permit Issue ❑ Approval ® Review & Comment ❑ In accordance with your request ❑ Specifications ❑ Copy of Letter ❑ Record ❑ Use Copies Date Description 1 3/29/10 Revised Window Plans Remarks.- Copies emarks: ❑ Shop Drawings ❑ Information ❑ Information ❑ Distribution Copies to: File By: oy Lombardi (2/10/2010 12:27 3217849435 AfnTec ,:6'' CITY OF C.ASE CMAIVEP �� AUTHORIZATION FORM C*'Of Cape C'fjDavMa1BUfldiAg Depffftafmt 7510N At'd[lbCAve, Cafe CtulavmL F- 3292(1 (321) $684222 (you MaN do "VnWd this authorization_MMM-111Y-fl—o�nda.CQ�M/64 e�- YOU may fa-, to: ('021) 868-1147 Permit #_ CONTRACTORS AND SUBCONTRACTORS - PLEASE HAVE YOB TR SIGNATURE NOTARIZED AND SUBMIT THIS FORM WnH TBE PERMIT APPLICATTON. Company Name: ,� zjg?�!,z --� hereby authorize roo,,� ----14e±;7 LJOCnw 14014 `s blaM – REASt PRRiD (Audmri-d PM*9= – PLEASE PRN to obtain a pennit on my behalf under my state licenses) as is&xd by the Department of Business and Professional Regulation, Construction IndustY Licensing Board ell"o 612 for the job site desmibed below-' An aidhorizaticm will be requiwdfor e"j, permit Name of Property Owner Addy)m of job Site Stgnature of LiceiHold" r v -Notaryuseonly: State dFlori4 County 0fBrevard U70mand subscribed before me, IMS 10th dayof -.rebruar� *20 10by Lvard o produced i&�c.-jfiow I f Name of Applicaut I or is Personally known io m,,-, SUSAN L. CHAPMAN Seal: MY COMMISSION # DD856332 EXPIRES: March 23, 2013 1 -900 -3 -NOTARY Diswun, Assx. Co &-U4DcptFar=Amir Ream m y be FROM ALERION DOOR -GLASS 3 16 2010 10:14/ST.10:13/N0.7160117180 P 1 — "—_ __ _— ��• �--• �.. ��. v� ry ivaa • �vv ar VVI CITY OF CAPE CANAVERAL AUTHORIZATION FORM City of Cape Caaaveral Bmll ug Depmlmcat 7510 N ALlwtic Age. cZpr CMav=L n 329ZQ (321) 868-1222 (YOU maY download ttus authorization: lirLSSV.rrygorirlA �n�^fv i3W. i Dti iL3iti r___ UN. i3�i r Sail -i- i Date: a / 0 Permit #: CONTRACTORS AND SUBCONTRACTORS -PLEASE HAVE YOUR SIGNATURE NOTARTZED AND SUBMIT THIS FORM WITH THE PEKMn APPLICATTON, Company Name: /1 LER tail) I, C H 2 i s -r- P- ME L.5 o v , hereby authorize J I Moe &15 (Szme �com+e>ldder's Name—PLEASE PSRM (Aufkw i7td Fomn—PL£ASE PRiwn to obtain a permit on my behalf under my skate license(s) as issued by the Department of Business and Professicmal Regulation, Construction industry Licensing Board _CJ D S6 {SLtrse Gcwsc �omba(e)} for the job site desczibed below An autharizatian will be requiredfor each perrnrt `T c:HVE7sT Ltc Name 00ropctty owner (, C �;-E% ST CM /nrld4yess of Job Site of License Holder For Ntdtary use only: Stere of Florida„ County of Brevard Sworn and subscribed before me this day of m e E 20 !o , by �Fl etsTo !!�R NE�s o� who produced identificadoa: or Name aY Applicant is personally known to me. .^''"'"�'e CHRIST(NI; BAKL•R �'� Seal: - Nrr rnnvttSsloN M �DSTcw G�^�'l ,� � E7CPIRES: Aptii 09, 213 isoas-rang �t.Nar7A�0i.aw+,Ca. 51gm e-Noruy.PnblleAMl rge 0:\BidgDgxFrnaelrtiraberixaryeaFarm rx& P= may be duplicated Alerion Door & Glass, Inc. 725 Clearlake Road Cocoa, FL 32922 (321) 799-8500 Beaches (321) 636-6831 Office (321) 636-2805 Fax Alerion@BellSouth.net .Job Name: 166 CENTER STREET 1. LICENSES AND PERMITS 2. YKK YHS-50 FS STOREFRONT 3. GLASS 4. FASTENERS & SEALANT OWNER/ CONTRACTOR: JIM MORRIS REMEWED FOR MIAMI•CODE DADE COMPLUANCE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.baildingcodeonline.com YKK AP America, Inc. 332 Firetower Road DubIIn, GA 310021 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series YHS-50 FS Flush Glazed Aluminum Storefront System — L.M.I. (w/ and w/o Steel Reinforcement) �i APPROVAL DOCUMENT: Drawing No.W01-47, titled "YHS-50 FS Alum. Flush Glaze Sbdefront Sys (L.M.)", sheets I through 9 of 9, dated 07/25/01 with revision C dated 08/18/06, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02-0215.16 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 06-1026.08 PPP I or cap, -273averal Expiration Date: August 15, 2012 FOR Approval Date: December 28, 2006 N 'ON Page i RE ��IEiD ,Illy local, sta P es no a€�t nor ze e e oeccc,rat re s, csrt o1a� o� a YKK AP America, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W01-47, Sheets 1 through 9 of 9, titled "Y -HS -50 FS Alum. Flush Glaze Storefront Sys. (L.M.)", dated 07/25/01 with revision C dated 08/18/06, prepared by AI-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Large Missile Impact Test, SFBC PA 201-94 5) Cyclic Loading Test, per SFBC PA 203-94 . along with installation diagram of an aluminum storefront system with no jamb anchors, marked -up by National Certified Testing Laboratories, Inc. Test Reports Nos. NCTL-210-2627-3 and 4, dated 12/11/00 and 12/19/00 respectively, signed and sealed by Barry D. Portnoy, P.E. (This test report has been revised per addendum letter dated June 20, 2002 issued by National Certified Testing Laboratories, Inc, signed and sealed by Barry D. Portnoy, P.E. (Submitted under NOA #02-0215.16) 2. Test reports on 1) Large Missile Impact Test 2) Uniform Static Air Pressure Test, Loading per PA 202-94 along with additional supporting evidence of an aluminum storefront system marked - up by Hurricane Test Laboratory, LLC, Test Reports Nos. HTL-0231-0111-05, dated 02/10/05, signed and sealed by Vinu Abraham, P.E. (Submitted under NOA #02-0215.16) C. CALCULATIONS: 1. Anchor Calculations and structural analysis, complying with FBC-2004, prepared by Al-Farooq Corporation, dated 09/02/06, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300-02 2. Anchor Calculations and structural analysis, prepared by Al-Farooq Corporation, dated 11-12-01, 06-14-02 and 07-18-02, signed and sealed by Dr. Humayoun Farooq, P.E. (Submitted under NOA #02-4215.16) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E-1 Manuel ereZ Product Control Exa NOA No. 06-1026.08 Expiration Date: August 15, 2012 Approval Date: December 28, 2006 YKK AP America, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.01-0205.02 issued to Solutia Inc, for "Saflex /Keepsafe Max", expiring on 05/21/2006. 2. Notice of Acceptance No. 00-1212.04 issued to E.I. Dupont De Nemour. for "Dupont Butacite PVB", expiring on 12/11/2005. 3. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc. for their "Saflex IIP a polyvinyl butyral interlayer for lamination' of glass." dated 05/22/03, expiring on 04/14/08. F. STATEMENTS 1. Statement letter of conformance, dated September 2, 2006, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated September 2, 2006, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 02-0215.16, issued to YKK AP America for their Series "YHS-50" Aluminum Glazed Storefront System -Impact, approved on 08/15/02 and' expiring on 08/15/07. E-2 Manuel Perez, P Product Control Exami er NOA No. 06-1026.08 Expiration Date: August 15, 2012 Approval Date: December 28, 2006 1 I I ----------- - --- /1 ANCHORS TYPE `A, B, CORD SEE SHEETS 4 OR 5 FOR QUANTITIES AND SHEET 5 FOR DESCRIPTION -- - - - - - - - - - - - - 1 1/2" ` SEE SHEET 2 �' SEE SHEET 2 SEE SHEET 2 MAX. MULLION SPACING �,, /ANCHORS ql -I r I TYPE OR D I 11 i- ------- SEE SHEETS 4 OR 5 FOR QUANTITIES F AND SHEET 6 FOR DESCRIPTION / .lo Z o OW O I / m O I/ i 1 \ I \ SEESEPAaA E L.M.I. DOOR FOR DOOR RATING,, C-\ JI t A DETAILS. \ I _____________. I I I ------------ SERIFS YHS-50 FS ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH OUTSWING ENTRANCE DOORS MODEL 35H. THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED FOR ANY KIND OF GLASS BEING USED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS: USE CHARTS AS FOLLOWS. - STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP SEE CHARTS ON SHEETS 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE WIND DURATION. STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHART ON SHEETS 4 OR 5 SELECT ANCHOR OPTION WITH DESIGN ON MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. FOR DOOR ANCHOR SEE NOA FOR 35H LAMINATED GLASS LARGE MISSILE IMPACT )R. HUMAYOUN FAROOO I P$'r STRUCTURES i^vlliT d24.Y15%11 FLA. PE FF 16557 ✓e=em(Ablm with tha &Y rw* CAN. 3538 s"coda dl II .. I drawing no.1 W01 -47I MAX. MULLION SPACING �,, /ANCHORS ._. _SEE SHEET 3 TYPICAL ELEVATION TYPE OR D SEE SHEETS 4 OR 5 FOR QUANTITIES AND SHEET 6 FOR DESCRIPTION SERIFS YHS-50 FS ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH OUTSWING ENTRANCE DOORS MODEL 35H. THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED FOR ANY KIND OF GLASS BEING USED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS: USE CHARTS AS FOLLOWS. - STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP SEE CHARTS ON SHEETS 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE WIND DURATION. STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHART ON SHEETS 4 OR 5 SELECT ANCHOR OPTION WITH DESIGN ON MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. FOR DOOR ANCHOR SEE NOA FOR 35H LAMINATED GLASS LARGE MISSILE IMPACT )R. HUMAYOUN FAROOO I P$'r STRUCTURES i^vlliT d24.Y15%11 FLA. PE FF 16557 ✓e=em(Ablm with tha &Y rw* CAN. 3538 s"coda dl II .. I drawing no.1 W01 -47I GLASS DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS NOMINAL DIMS. GLASS TYPE 'A' D.L.O. HEICHI EXT. (+) INT. (-) 90.0 36' 42" 48" 54" 57-1/2- 60' 66" 72' 60" 65.0 90.0 90.0 65.0 65.0 65.0 $5.0 _ 65.0 65.0-,--- 65.0 36" 42" 48" 54' 57-1/2' 60" 66' 66' _ 65.0 65.0 90.0 65.0 65.0 65.0 65.0 65.0 36' 42' 48' 54" 57-1/2' 60" 72' 65.0 65.0 65.0 90.0 90.0 65.0 65_0 65.0 36' 42" 48' 54" 57-1/2" 78" 65.0 d 65.0 65.0 65.0 65.0 36' 42'. 48' 54" 57-1/2" 80-7/8" I 65.0 - 65.0 65.0 _ _ 65.0 _ 65.0 m 36` 42" 48' 54" 84" 5.0 0 65.0 90.0 65.0 36" 42' 48" 90"k'155.0 65.0 36" 42" 48' 54" 57-1/2" 65.0 36" 42" 48' 96" 65.0 90.0 65.0 65.0 36` 42' 102, 65.0 65.0 36' 08" 65.0 - 65.0 36" 114" 65.0 36" 120' 65.0 GLASS CAPACITIES ON THIS CHART ARE BASED ON A ASTM E1300-98 1 60 SEC. WIND) B: ASTM E1300-02 (3 SEC. GUSTS). 1/4" HEAT STREN'D GLASS .090 PVB INTERLAYER \ BY DUPONT/SOLUTIA /4" HEAT STREN'D GLASS GLASS TYPE 'A' 9/16" THICK NOMINAL GLASS DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'B' `EXT. (+) D.L.O. WIDTH ID.L.O. HEIGH1 INT. (-) 36" 90.0 42" 90.0 48' - 90.0 54` 80-7/8" 90.0 57-i/2" 90.0 60" _ 90.0 66" 90.0 72" 90.0 36" 90.0 42' 90.0 48" SOO 54"84" 90.0 57-1/2' 90.0-- 60" 90.0 66' 90.0 72' 90.0 36' 90.0 42" 90.0 48' 90.0 54" 90" 90.0 57-1/2" 90.0 60" 90.0 66" 84.6 72" 1 84.6 36' 90.0 42" - 90.0 48' 90.0 54` 96" 90.0 57-1/2" 89.7 60" 86.1 66' 79.0 36" 90.0 42" 90. 48 I 102" ___ 0 90.0 54' i 90.0 57-1/2" 94.1 60" ( 80.7 3 6 " g 0, 0 42" 90.0 48"IOB" 90.0 54' 85.3 57-1/2' 79.2 60" 75.7 36" 90.0 42" 90.0 48" 114-3/8" 90.0 54" 80.8 57-1/2" 74.7 36" 90.0 42"90.0 120' --- 48" 90.0 54" 1 IGLASS CAPACITIES ON THIS CHART ARE BASED ON ASTM E1300-98 (60 SEC. WIND) GLASS DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS _..- TYPE 'B' O.L.O. WIDTH EXT. (+) INT. (-) 36' 42' 48' 54'90.0 57-1/2' ( 60" 66" 72" 80-7/8" 90.0 90.0 -_- 90.0 90.0 90.0 90.0 90.0 36' 42" I 48" 54" 57-1/2' 60" 66" 72" 84" 90.0 r- 90.0 90.0 90.0 90.0 90.0 90.0 90.0 2" 90" 90.0 90.0 90.0 90_0 90.0 90.0 90.0 90.0 [57-1/2" 96" 90.0 90.0 ------------ 90_0 90.0 900 90.0 /2" " 102" 900 90.0 90.0 90.0 90.0 900 " 42" 48" 54" 57-1/2' 60' 108" 90.0 90.0 90.0 90.0 90.0 36" 42" 48' 54" 57-1/2" 114-3/8" 90.0 90.0 90.0 90.0 90.0 36" 42" 48" 54" I 120' 90_0 90.0 90.0 90.0 GLASS CAPACITIES ON THIS CHART ARE BASED ASTM E1300-02 (3 SEC. GUSTS). D.L.O. D.L.O. WIDTH WIDTH 1/4" HEAT STREN'D GLASS 10" SAFLEX HP INTERLAYER SOLUTIA \ 1-1/4" HEAT STREN'D GLASS GLASS TYPE 'H' 9/16" THICK NOMINAL L". -STRUCTURES 6°.3-L:J.^.TX3:VLSED FLA. PE 16557 w camyr�q wf1A We Flewi<1e CAN. 3538 it I drawing no. W01-47 O = ow x iii ox o = 1/4" HEAT STREN'D GLASS 10" SAFLEX HP INTERLAYER SOLUTIA \ 1-1/4" HEAT STREN'D GLASS GLASS TYPE 'H' 9/16" THICK NOMINAL L". -STRUCTURES 6°.3-L:J.^.TX3:VLSED FLA. PE 16557 w camyr�q wf1A We Flewi<1e CAN. 3538 it I drawing no. W01-47 MULLION LOAD CAPACITY - PSF NOMINAL DIMS. NOMINAL DIMS. WITHOUTWITH STEEL REINF. STEEL REINF. WIDTH (W) FRAME HEIGHT EXT. (,)I INT. (-) EXT. (+)I INT. (-) 36" 39" 42" 45" 48' 51" 1 54 57" 60' 63° 66' 69" I 72' 78" 55.0 70.0 70.0 90.0 55.0 70.0 70.0 55.0 70.0 70.0 90.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 5570.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 _r 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 j 90.0 36" 39' 42" 45" 48• 51' 54" 57' 60" 63" 56° 59• 72" 84" 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 _i 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 - - 70.0 90.0 - - 70.0 90.0- 36' 39" 42' 45' 4B' 51" 54 - 57" 60" 63" 66" 69' 72" 90" I 55.0 55.0 70.0 70.0 70.0 70.0. 1 90.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 1 90.0 55.0 70.0 70.0 1 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 j 90.0 55.0r70.0 70.090.0 -_ - 70-0 55.0 70.0 90.0 55.070.0 90.0 - 70.0 90.0 - 70.0 90.0 - - 70.0 90.0 36" 39" 42' 45' 48" 51' 54" 57" 60' 63" 66" 69" 72" 96" 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 90.0 55.0 70.0 55.0 70.0 90.0 90.0 r70.0 55.0 70.0 90.0 55.0 70.0 90.0 55.0 70.0 90.0 55.0 70.0 70.0 90.0 - 70.0 90.0 - 70_0 90.0 - 70.0 90.0 55.0 60.6 70.0 MULLION LOAD CAPACITY - PSF NOMINAL DIMS. NOMINAL DIMS. WITHOUT STEEL REINF. WITH STEEL REINF. WIDTH (W) FRAME HEIGHT EXT. (+)I INT. (-) EXi. (+); INT. (-) 36" 39" 42" 45" 48" 51' 54" 57' 60" 63" 66" 69" 102" 55.0 70.0 70.0 90.0 55.0 1 70.0 70.0 90.0 55.0-1 70.0 70.0 90.0 55.0 j 70.0 70.0 I 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 j 70.D 70.0 90.0 - - 70.0T 90.0 - - 70.0 90.0 - - - 70.0 90.0 -i - 70.0- - r 70.0 90.0 90.0 36" 39" 42" 45' 48' 51" 54" 57* 60" 63" 66" 108" 55.0 70.0 70.0 90.0 55.'T' 70.0 70.0 55.0 70.0 70.0 90.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 - - 70.0 90.0- -� - 70.0 f{ - - 70.0 - j 70.0 90.0 90.0- 90.0 - I - 70.0 89.7 36" 39" 42" 45" 48" 51" 54' 57' 60" 63' 114" 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 700 90.0 55.0 70.0 70.0 90.0 - - 70.0 90.0 - 70.0 90.0 - - 70.0 ( 90.0 -_ - 70-0 88.6 - - 70.0 84.4 36" 39" 42' 45" 48' 51" 54" 57' 120" 55.0 70.0 70.0 90.0 55.0 1 70.0 70.0 90.0 55.0 70.070.0 90.0 55.0 55.5 70.0 90.0 55.0 61.4 70.0 90.0 - 70.0 90.0 - - 70.0 88.8 - - --- 70.0 84.2 70.0 80.0 36' 39" 42" 45" 48" 51' 54• 57° I 126" 55.0 70.0 70.0 90.0 55,1) 65,31 70.0 90.0 55.0 60.6 70.0 90.0 55.0 1 56.6 70.0 90.0 - - 70.0 90.0 - - 70.0 85.3 - - 70.0 80.6 - - 70.0 76.3 fl/ A-, MULLION LOAD CAPACITY - PSF NOMINAL DIMS. WITH . STEEL REINF. WIDTH (W) FRAME HEIGHT -)36" 39" 42" 45-132" 48" st' 54" I 70.0 90.0 FE 70.0 90.0 70.0 90.0 - 70.0 88.1. - - 70.0V777 - 70.0 - - 70.0 36" 39' 45 48' 51" 53.8 53.8 70.0 49.7 49.7 70.0a2- -70.0138° - - 70. 78.8 _ - - 70.0 73.9 _ - - 69.5 69.5 36' 39' 42' 45" 48" j 144° 47.4 47.4 70.0 86.7 43.7 43.7 70.0 80.0 - - 70.0 74.3 _ - - 69.4 69.4 - 65.0 65.0 O,OWm WITHOUT STEEL REINF. Wi I W2 Wt WIDTH (W) _ 21 + 42 YKK DOORS SEE SEPARATE NOA7 i III I y 1 pr I �{ a `'� II I A O 1- w I � w n ( Q a n� L___N.V-__.J I Ii1i I Wi I W2 Wt WIDTH (W) _ 21 + 42 YKK DOORS SEE SEPARATE NOA7 Wi W2 II WI WIDTH (W) = W7 + W2 2 STRUCTURES FIA. PE A 16557 C.A.N. 3538 i III I y 1 pr I �{ a `'� II I A O 1- w I � w n ( Q a n� L___N.V-__.J N 0" 0 0 d m Wi W2 II WI WIDTH (W) = W7 + W2 2 STRUCTURES FIA. PE A 16557 C.A.N. 3538 y 1 pr I �{ a `'� II Z mill I O 1- w w n ( Q a n� '�.t INTERMEDIATE HORIZONTALS OPTIONAL ALL ELEVATIONS N 0" 0 0 d m LL O v v O,OWm w 0 a ><g w O gym¢ N 1L IZ11 NF 0 �m W. L WI_L W2-_ I W7 WIDTH (W) = + W22 d 6 N � Z N r Qoom 4 W 3 O w Lu a0 W a� � Z � W7._W2 _ _..2 w?_� WIDTH (w) W7 YKK DOORS SEE SEPARATE NOA7 l a 0 z I � z .I o n w m WIDTH (W) _ _...WI +..W2 Uc---- 2 i'Y J ifl, OD I =l a e- wrJ w31ei3691eY Fdw'EdA I drowing � T rax, _:. I WO1-47 ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) NOMINAL DIMS. NOMINAL DIMS. ANCHOR TYPE 'A' ANCHOR TYPE 'A' ANCHOR TYPE 'B' WIDTH (W) FRAME HEIGHT A2AS A2 A4 132 36" 39" 42' 45" 48" 51' 54' 57" 60' 63" 66" 69' 72" I 75' 72" 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90,0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 89.5 90.0 90.0 90.0 90.0 85.1 90.0 90.0 90.0 81.0 90.0 90.0 77.3 I 90.0 90.0 74.0 90.0 90.0 90.0 90.0 90.0 70.9 90.0 90.0 90.0 65.1 90.0 90.0 90.0 36" 39' 42" 45 48" 51" j 54'76' 57' 60" 63" I 66' 69" 72' 75' 51.0 76.6 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90. 0 90 90.0 90.0 .0 90.0 90.0 90.0 90.0-0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 87.2 90.0 90.0 90.0 82.7 90.0 90.0 ' 90.0 78.5 90.0' 90.0 90.0 .74.8 90.0 90.0 90.0 71.4 90.0 90.0 90.0 68.3 90.0 90.0 90.0 65.4 90.0 90.0 90.0 62.8 90.0 90.0 --90.0 36.900 39" 42' 45" 48" 51" 54' 57' 60' 63' 66' 69" 72" 75" 1 84, 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 85.8 90.0 90.0 90.0 81.0 90.0 90.0 90.0 76.8 90.0 90.0 90.0 72.9 90.0 90.0 90.0 69.4 90.0 90.0 90.0 66.3 90.0 90.0 90.0 63.4 90.0 .90.0 90.0 60.8 90.0 90.0 87.8 87.5 90.0 84.3 36" 39" 42" 45' 48" 51' 54' 57" 60' 66" 69 72" 75" ! 1 - 1 90" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 900 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 11n] 90.0 90.0 90.0 90.0 90.0 90.0 90.063" 90.0 90.0 90.0 90.0 90.0 89.4 90.0 85.5 _88.8 85.1 90.0 __ 52.0 81.7 90.0 78.7 ANCHOR LOAD CAPACITY - PSF EXT (+)& INT.(-) NOMINAL DIMS. ANCHOR TYPE 'A' JANCHOR ITYPE ANCHOR TYPE 'B' WIDTH (W) FRAME HaGHT-A2-f A2 AST A4 B2 36" 39" 42' 45" 48' 51" 54' 57' 60' 63" 66" 69' 72' 75" 96" 90.090.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 85.1 90.0 90.0 90.0 79.8 90.0 90.0 90.0 75.1 90.0 90.0 70.9 90.0 90.0 90.0 90.0 67.2 90.0 90.0 90.0 63.8 1 90.0 90.0 90.0 60.8 90.0 90.0 5110 87.0 90.0 87.8 83.8 55.5 83.2 90.0 80.2 53.2 79.8 90.0 76.8 51.0 76.6 90.0 73.6 36' 39" 42" 45" 48" 51" 54" 57' 60" 63' 66" 59" 102" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 85.8 90.0 90.0 90.0 BUT _90.0 75.1 90ATgo. 70.6 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 - 90.0 90.0 90.0 90.0 86.8 85.8 90.0 F1.7'..71 82.5 81.9 90.0 78.9 78.3 90.0 75.5 36" 39" 42" 45" 4B" 51' 54' 57' 60' 63' 66' 108, 90.0 90.0 90.0 90.0 90.0 90.0 81.0 90.0 90.0 90.0 75.6 90.0 90.0 90.0 70.9 90.0 90.0 90.0 68.7 90.o so.0 63A. 90.0 90.0 90.0 90.0 59.7 89.5 90.0 t 86.3 56.7 85.1 90.0 54.0 81.0 90.0 82.0 78.1 51.6 1 773 90.0 74.5 36' 39" 42" 45" 48" 51" 54" 57" 50" 63" 114" 89.5 90.0 90.0 90.0 82.7 90.0 90.0 90.0 76.8 90.0 90.0 90.0 71.6 90.0 90.0 90.0 67.2 90.0 90.0 90.0 63.2 90.0 90.0 90.0 59.7 89.5 90.0 86.3 56.6 84.8 90.0 _ 81.7 53.7 80.6 90.0 77.6 51.2 76.8 90.0 73.9 36' 39" 42' 45" 48' 51" 54' 57" 60" 120" 85.1 90.0 90.0 90.0 78.5 90.0 90.0 90.0 72.9 90.0 90.0 90.0 68.1 90.0 90.0 90.0 63.8 90.0 90.0 90.0 60.0 90.0 90.0 86.8 5_6.7 85.1 90.0 82.0 53.7 80.6 90.0 51.0 76.6 90.0 77.6 73.8 ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) NOMINAL DIMS. ANCHOR TYPE 'A' JANCHOR ITYPE 'B' WIDTH (W) FRAME HEIGHT A2 A3 A4 132 36" 39" 1 42" 45" 81.0 90.0 90.0 90.0 74.B 90.0 90.0 90.0 69.4 90 0 90.0M73.0. 64.8 90 0 9-0026"48" 60.8 90 0 90.051" 57.2 85.8 90.054" 54.0 81.0 90.057' 51.2 768 90.0 36" 39' 42' 45" 48' 51' 54" 132' I 77.3 90.0 90.0 90.0 71.4 90.0 90.0 66.3 90.0 90.0 90.0 90.0 61.9 90.0 90.0 89.4 58.0 87.0 90.0 83.8 54.6 81.9 90.0 78.9 51.6 77.3 90.0 74.5 36' 39" j 74.0 90.0 90.0 90.0 90.042" 900 90.0 90.045' B5.548" *68390.0900 90.0 60.251" 90.0 75.536" 39' 42" 45" 48" 144" 90.0 90.0 90.0 60.6 90.090.0 90.0 87.8 56.7 85.1 90.0 53.2 79.8 90.0 -82.0- 76.8 1 1/2" A2, B2 x tL , WIDTH (W) - _W1 + W2 _ 2 x w 1 I I I �w1A2� W1� LW1 I`- W2---� W1 ._ WIDTH (W) - W1 + W2 WIDTH (W) -21 + 42 2 s1;p IE II I \ I 3Sis I , i I III I W1 W2 w1 �` W2 W1 WIDTH (W) W7 2 W2 WIDTH (W) - --W)- 2-- AO ANCHORS TYPES: SEE SHEET 6 FOR DESCRIPTION A2 - (2)ANCHORS TYPE 'A' AT EACH SIDE OF MULLION A3 = (3) ANCHORS TYPE 'A" AT EACH SIDE OF MULLION A4 - (4) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. A4 STRUCTURES FIA PE 16557 CAN. 3536 drawing no. W01-47 s? \ Wt W2 W1 I W1 W2 Wt WIDTH (W) - Wt 2 W2_ WIDTH (w) - Zi + 42 ag I I I \ I 'zSf> 3'1R\ s I W1 W2_� WIDTH (W) - W1 + W2 2 ANCHORS TYPES: SEE SHEET 6 FOR DESCRIPTION [WINE 12 =(2) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF MULLION D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. I � \\ III 1 I N_ W1 _ _ W2 WIDTH (W) - W1 + W2 2 C4 jr: UR. HUMA"UUN FANUOU ANCHOR EXT.(+) LOAD CAPACITY - PSF & INT(-) NOMINAL DIMS. CA.N. 3538 ANCHOR EXT.(+) LOAD CAPACITY - PSF & INT.(-) ANCHOR TYPE 'D' NOMINAL DIMS. C2 ANCHOR TYPE 'C' C4 ANCHOR TYPE 'D' NOMINAL DIMS. 36" 39" 42' 45" 48' 51" 54" 57" ANCHOR TYPE 'C' ANCHOR TYPE 'D' WIDTH (W) IFRAME HEIGHT C2 C3. C4 D2 D3 WIDTH (W) FRAME HEIGHT C2 C3 C4 D2 D3 36" 39"90.0 42" 45" 48" 51" 54'72" 57" 60" 63" 66" 69" 72" 75" 90.0 90.0 90.0 90.0 90.0 90.0 36" 39' 42" 45' 48" 51' 54' 57" 60" 63" 66" 69" 72" 75" 96" 90.0 90.0 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 85.8 90.0 90.0 90.0 79.7 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 ,90.0 90.0 74.4 90,0 90.0 90.0 90.0 69.8 90.0 90.0 90.0 90.0 87.5 90.0 90.0 90.0 90.0 65.6 90.0 90.0 90.0 -90.0- 82.7 90.0_ 90.0 90.0 90,0 78.3 90.0 900 90.0 90.0 74.4 90.0 90.0 90.0 90.0 62.0 90.0 90.0 87.8 90.0 58.7 88.1 90.0 83.2 90.0 55.8 83.7 90.0 79.0 53.1 79.7 90.0 75.2 90.0 90,0 70.990.0 90.0 90.0 90.0 67.6 90.0 90.0 90.0 90.0 50.7 76.1 90.0 71.8 48.5 72.8 90.0 68.7 90.0 90.0 64.7 90.0 90.0 90.0 90.0 62.0 90.0 90.0 87.8 90.0 59.5 89.3 90.0 64.3 90.0 46.5 69.8 90.0 65.8 90.0 44.6 67.0 89.3 63.2 90.0 36" 39" 42" 45" 48 51' 54' 57' 60" 63" 66" 69" 72" 75" I 76" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36" 39" 42" 45" 48" 51' 54' 57' 60' 63' 66" 69" ISI i 102" 87.5 80.8 75.0 70.0 90.0 90.0 90.0 90.0 90,0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90,0 ( 90.0 90.0 90.0 9D.0 90.0 90.D 90.0 90.0 - 85.8 90.0 90.0 90.0 90.0 _... _. 65.6 90.0 90.0 90.0 90.0 80.8 90.0 90.0 90.0 90.0 76.3 90.0 90.0 90.0 90.0 61.8 90.0 90.0 87.5 90.0 58.4 87.5 90.0 82.6 90.0 72.3 90.0 90.0 90.0 90.0 - __.... _.._ 55.3 82.9 90 0 76.3 90.0 68.7 90.0 90.0 90.0 90.0 52.5 78.8 900 74.4 50.0_ 75.0 90.0 70.8 90.0 90.0 65.4 90.0 90.0 90.0 90.0 62.4 90.0 90.0 88.4 90.0_ 47.7 71.6 90.0 67.6_ 90.0 59.7. 89.6 90.0 84.5 90.0 45.7 68.5 90.0 64,7 90.0 57.285.8 90.0 81,0 90.0 36" 39" 42" 45" 48" 51" 54" 57" 60' 63" 66' 108" 82.7 90.0 90.0 90.0 90.0 54.9 82.4 90.0 77.8 90.0 76.3 90.0 90.0 90.0 90.0 36" 39' 42" 45' 48' 51" 54 57' 60" 63" 66" 69" 72'53.1 75" 84" 90.0 90.0 -9-00- 90.0 90.0 90_0 70.9 90.0 90.0 90.0 90.0 90 0 90A 90.0 90.0 66.1 90.0 90.0 90.0 90.0 90.0 I 90.0 90.0 90.0 90.0 85.0 90.0 90.0 90.0 90.0 79.7 90.0T 90.0 90.0 90.0 75.0 90.0 90.0 90.0 90.0 _70.9 90.0_ 90.0 90.0 90.0 67.1 90.0 90.0 90.0 90.0 63.8 90.0 90.0 90.0 90.0 60.7 90.0 90.0 86.0 ' 90.0 62.0 90.0 90.0 87.8 58.4 87.5 90.0 82.6 90.0 90.0 55.1 82.7 90.0 78.0 90.0 52-2 78.3 - 90.0 739 49.6 74,4 90.D 70,2 47.2 70.9 90.0 66.9 90.0 90.0 90.0 45.1 67.6 90.0 63.8 90.0 36" 39" 42' 45" 48" 51" 54' 57" 60" 63" 14" 78.3 _ 72.3 90.0 90.0 90.0 90.0 90.0 90,0 90.0 90.0 58.0 87.0 90.0 82.1 90.0 1 55.5 83.2 90.0 78.5 90.0 67.1 90.0 90.0 90.0 90.0 79.7 ' 90A 75.2 '90.0 62.7 90.0 90.0 88.7 90.0 57 0 76.5 90 0 72.2 90.0 58.7 88.1 90.0 _83.2 90.0 36' 39' I 42" 45" 48' 51" 54"90. 57" 60" 63" 66" 69" 72" 75' 900 90.0 90 0 90.0 90,0 55.3 82.9 90.0 78.3 90.0 90.0_ 0 0 90.0 90.0 90.0 90.0_ 85.0 90.0 90.0 90.0 90.0 79.4 90.0 90.0 90.0 90.0 52.2 7B.3 90.0 73.9 90.0 49.5 74.2 90.0 90.0 _70.0 47.0 70.5 90.0 66.5 90.0 74.4 90.0 90.0 90.0_ _90.0 70.0_ 90.0 90.0 90.0 90.0 66.1 90.0 90.0 90.0 90.0 44.8 67.1 89.5 63.4 90.0 36" 39" 42" 45" 48" 51' 54" 57' 60' 120' 74.4 90.0 90.0 90.0 90.0 68.7 90.0 90.0 90.0 90.0 62.7 90.0 90.0 88.7 90.0 59.5 89.3 90.0 84,3 90.0_ 56.7 85.0 90.0 80.3 90.0 63.8 90.0 90.0 90,0 59.5 89.3 90.0 84.3 90.0 90.0 55.8 83.7 90.0 79.0 90.0 54,1 81.2 90.0 76.6 90.0 52.5 78.8 90.0 74.4 90.0 51.8 77.5 90.0 73.3 90.0 49.6 74.4 90.0 70.2 90.0 49.6 74.4 90,0 70.2 90.0 47.6 71.4 90.0 67.4 90.0 47.0 70.5 90.0 66.5 90.0 44.6 67.0 89.3 63.2 90.0 s? \ Wt W2 W1 I W1 W2 Wt WIDTH (W) - Wt 2 W2_ WIDTH (w) - Zi + 42 ag I I I \ I 'zSf> 3'1R\ s I W1 W2_� WIDTH (W) - W1 + W2 2 ANCHORS TYPES: SEE SHEET 6 FOR DESCRIPTION [WINE 12 =(2) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF MULLION D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. I � \\ III 1 I N_ W1 _ _ W2 WIDTH (W) - W1 + W2 2 C4 jr: UR. HUMA"UUN FANUOU ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) STRUCNRES FIA. PE i 16357 NOMINAL DIMS. CA.N. 3538 ANCHOR TYPE 'C' ANCHOR TYPE 'D' WIDTH (W) FRAME HEIGHT C2 C3 C4 D2 I D3 36" 39" 42' 45" 48' 51" 54" 57" 126' li 70.9 90.0 90.0 90.0 90.0 55.4 90.0 90.0 90.0 90.0 60.7 90.0 90.0 86.0 90.0 56.7 85.0 90.0 80.3 90.0 53.1 79.7 90.0 75.2 90.0 50.0 75.0 90.0 70.8 90.0 47.2 70.990.0 66.9 90.0 44.8 67.1 89,5 63.4 90.0 36" 39" 42" 45" 48" 51" 54' 132' 67.6 90.0 90.0 90.0 90.0 62.4 90.0 90.0 88.4 90.0 58.0 87.0 90.0 821 90.0 54.1 81,2 90.0 76.6 90.0 50.7 76.1 90.0 71.8 _ 47.7 71.6 90.0 67.6 45.1 67,6 90.0 63.8 90.0 90.0 90.0 36" 39" 42" 45' 48' 51" 138" 1 64.7 90.0 90.0 90.0 90.0 59.7 89.6 90.0 84.5 90.0 55.5 83.2 90.0 78.5 90.0 - 51.8 77.6 90.0 73.3 90.0 48.5 72.8 90.0 68.7 90.0 45.7 68.5 90.0 64.7 90.0 36' 39' 42" 45' 48" 144" 62 0 90.0 90.0 87.8 90.0 57.2 85.8 90.0 81.0 90.0 53.1 79.7 90.0 75.2 90.0 49.6 74.4 90.0 70,2 90.0 46.5 69.8 90.0 65.8 90.0 s? \ Wt W2 W1 I W1 W2 Wt WIDTH (W) - Wt 2 W2_ WIDTH (w) - Zi + 42 ag I I I \ I 'zSf> 3'1R\ s I W1 W2_� WIDTH (W) - W1 + W2 2 ANCHORS TYPES: SEE SHEET 6 FOR DESCRIPTION [WINE 12 =(2) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF MULLION D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. I � \\ III 1 I N_ W1 _ _ W2 WIDTH (W) - W1 + W2 2 C4 jr: UR. HUMA"UUN FANUOU pRODUCT REVISED STRUCNRES FIA. PE i 16357 w -pwpg with *c F{n[Wi CA.N. 3538 SAW -g C.J. c �7blaq 0 tU Y+ z _j _«^ WIDTH (W) _-wt__+_w_2 2 s? \ Wt W2 W1 I W1 W2 Wt WIDTH (W) - Wt 2 W2_ WIDTH (w) - Zi + 42 ag I I I \ I 'zSf> 3'1R\ s I W1 W2_� WIDTH (W) - W1 + W2 2 ANCHORS TYPES: SEE SHEET 6 FOR DESCRIPTION [WINE 12 =(2) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF MULLION D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. I � \\ III 1 I N_ W1 _ _ W2 WIDTH (W) - W1 + W2 2 C4 jr: UR. HUMA"UUN FANUOU pRODUCT REVISED STRUCNRES FIA. PE i 16357 w -pwpg with *c F{n[Wi CA.N. 3538 SAW -g C.J. c �7blaq 0 f° i 1 I dmwing�no., W01-471 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS d o 4a TYPICAL ANCHORS SEE ELEV. FOR SPACING SILICONE SEAL OVER HEX HEAD ANCHORS TYPICAL ANCHORS: SEE ELEV. FOR SPACING � gg1� 4.V_ z m THRU IBY WOOD BUCKS INTO MASONRY (AT JAMBS ONLY) S•a 0i W WITH 1-1/4" MIN. EMBED INTO MASONRY DIRECTLY INTO MASONRY (AT JAMBS ONLY) N WITH 1-1/4" MIN. EMBED INTO MASONRY WITH 1-1/4" MIN. EMBED INTO MASONRY 0 w D) 1/4" DIA TEKS/DRIL-ELEX SELF DRILLING SCREWS qqryry C w n STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) X4.. - Q Wmo ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4 ANCHOR EDGE DISTANCES - INTO CONCRETE AND MASONRY = 3" MIN.IMO ANCHOR EDGE DISTANCES CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. �U22 Z INTO METAL STRUCTURE = 1/2" MIN. O a < TYPICAL ANCHORS SEE ELEV. FOR SPACING / d It M o Q IL Q p wti 0 n- d h \� o f METAL iL N N 0 Q/ W LL o STRUCTURES J K m 2 J a wN€ � DIRECTLY INTO CONCRETE � m — N N THRU IBY WOOD BUCKS INTO MASONRY (AT JAMBS ONLY) THRU 1BY WOOD BUCKS INTO MASONRY (AT JAMBS ONLY) WITH 1-1/4" MIN. EMBED INTO MASONRY WITH 1-1/4" MIN. EMBED INTO MASONRY DIRECTLY INTO MASONRY (AT JAMBS ONLY) Uo o WITH 1-1/4" MIN. EMBED INTO MASONRY WITH 1-1/4" MIN. EMBED INTO MASONRY 8) 5/16" DIA TEKS/DRIL-EL X SELF DRILLING SCR D) 1/4" DIA TEKS/DRIL-ELEX SELF DRILLING SCREWS INTO METAL STRUCTURES INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ME ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 ANCHOR EDGE DISTANCES - INTO CONCRETE AND MASONRY = 3" MIN.IMO ANCHOR EDGE DISTANCES CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. EL INTO METAL STRUCTURE = 1/2" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: J n Y n D A) 5/16 DIA TAPCONS C) 1/4" DIA TAPCONS = } o INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD WITH 1-1/2" MIN. PENETRATION INTO WOOD W THRU 1BY WOOD BUCKS INTO CONCRETE THRU 18Y WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE I DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. WITH 1-1/4" MIN. EMBED INTO CONC. THRU IBY WOOD BUCKS INTO MASONRY (AT JAMBS ONLY) THRU 1BY WOOD BUCKS INTO MASONRY (AT JAMBS ONLY) WITH 1-1/4" MIN. EMBED INTO MASONRY WITH 1-1/4" MIN. EMBED INTO MASONRY DIRECTLY INTO MASONRY (AT JAMBS ONLY) DIRECTLY INTO MASONRY (AT JAMBS ONLY) WITH 1-1/4" MIN. EMBED INTO MASONRY WITH 1-1/4" MIN. EMBED INTO MASONRY 8) 5/16" DIA TEKS/DRIL-EL X SELF DRILLING SCR D) 1/4" DIA TEKS/DRIL-ELEX SELF DRILLING SCREWS INTO METAL STRUCTURES INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES - INTO CONCRETE AND MASONRY = 3" MIN.IMO ANCHOR EDGE DISTANCES CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: DR. HUMAYOUN FAR000 ALL FRAME CORNERS SEALED WITH DOW -795 SILICONE SEALANT. JE,,, STRUCTURES E CAM. 353857 192Ie.05 WOOD BUCKS AND METAL STRUCTURES NOT BY YKK AP MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. i drawing no. W01-47 3/8" MAX. SHIM FOR 5/16' ANCHORS .. STEEL REINFORCING YPICAL ANCHORS EE ELEV. FOR SPACING 0 METAL STRUCTURES TYPICAL SEE ELEV. FOR MIAMI—DADE COUNTY APPROVED IMPACT RESISTANT DOOR & MULLION SEE SEPARATE NOA FOR DOOR RATING AND DETAILS — _----__— rv-vv DR. HUMAYOUN FARO00 u STRUCTURES FLA. PE B 16557 _ CAN. 3538 I I N drawing no. W01 —47 1. 3/8" MAX. SHIMa±=s FOR S/16" ANCHORS e„r 1/4" MAX. SHIM ` FOR 1/4" ANCHORS Il II JII II � I METAL STRUCTURES TYPICAL SEE ELEV. FOR MIAMI—DADE COUNTY APPROVED IMPACT RESISTANT DOOR & MULLION SEE SEPARATE NOA FOR DOOR RATING AND DETAILS — _----__— rv-vv DR. HUMAYOUN FARO00 u STRUCTURES FLA. PE B 16557 _ CAN. 3538 I I N drawing no. W01 —47 1 2. FRAME HEAD FRAME HORIZONTAL FRAME SILL 1.961—q i M-1.693 --�! GLAZING STOP '1 -M 1.094 1.375 .625 .063 Il— ee SILL FLASHING FRAME JAMB MULLION .886 F �I I1.201i I 3.898.188 1.496 2.079 1.201 ANCHOR PLATE DO >G ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E9-0601 AS REDO. FRAME HEAD 6063-T5 - 2 E9-0615 AS REDD. FRAME SILL 6063-T5 - 3 E9-0603 AS REDO. FRAME HORIZONTAL 6063-T5 - 4 E9-0608 AS REDD. GLAZING STOP 6063 -TS - 5 E9-0604 AS REDD. FRAME JAMB 6063-T5 - 6 7 E9-0605 E9-0606 AS REDD. AS REDD. MULLION POCKET FILLER 6063-T6 6063-T5 - - 8 10 E9-0616 E1-1071 AS READ. AS REDD. SILL FLASHING ANCHOR PLATE 6063-T5 6063-T5 - - 11 E7-1062 REINFORCING CHANNEL STEEL LENGTH = FRAME H]FILt.-ER 13 DOW 995 GLAZING COMPOUND SILICONE16 17 E2-0083 E2-0084 EXTERIOR GLAZING GASKET INTERIOR SILICONE SPACER EPDM EPOM18 FOR 9/16" GLASS E2-0094 ]EQ SIDE BLOCK EPDM19 E2-0080 SETTING BLOCK EPDM21 PC -1216 #12 X 1" SMS STEEL FOR SCREW SPLINE 22 FF -1008 #10 X 1/2' SMS STEEL FOR GLAZING POCKE 23 PC -1408 AS REDD. L�14 X 1/2" SMSSTEEL FOR THRESHOLD 24 1 PC -1424 AS REQD. 1 #14 X 1-1/2" SMS STEEL FOR SILL DIMENSIONS ARE INCHES POCKET FILLER 1.500 - i I .168 4.500 G STEEL REINFORCING 36 KSI MIN. DR. HUMAYOUN FAR000 7 ? Jg"zD STRUCTURES ;c y +s^? pw4 6&m FLA PE / 16557 G y.N. 3536 Z wZ41,.,Q„.,W f Oro 0 w :..m Q w O 0 v h V 0 M (rO wm o Dago o N�6 w O ry QW3LL�i IL i m JONa� a W rNI F !- drawing no. W01-47 U z ss W (L N UI 10 IT* LONG IL > 04 0 Z. 0 7 Q LL, of 0 0 T ai Z— U-Ei f c7d re FRAME CORNERS x Eng,.. DR. HUMAYOUN WOOD Z3 STRUCTURES 10 I' LONG FLA. PE 1 16557 CAN. 3538 Wa AUGO �t CW01-47 rowing no. j Pub. No. 2459728 Version A 1. PRODUCT NAME Saflex Interlayer 2. MANUFACTURER Solutia Inc. P.O. Box 66760 St. Louis, MO 63166-6760 toll-free (800) 248-6844 tel (314) 674-1000 fax (314) 674-7021 website www.saftex.com 3. PRODUCT DESCRIPTION BASIC USE Saflex interlayer is the polymer strengthening layer used between plies of glass to produce laminated glass. The result is a durable, adaptable, high performance composite glazing material that can provide solutions to many architectural design problems. ADVANTAGES ■ Safety — The toughness, resiliency and adhesion of Saflex makes laminated architectural glass an excel- lent material for safety glazing. In vertical or sloped applications, laminated glass resists penetration from accidental impact. If the glass is broken, fragments tend to adhere to the interlayer rather than falling out. Laminated glass typically remains integral to resist further impact or weather damage. ■ Security — Laminated architectural glass offers excel- lent protection to people and property by resisting attack from burglary, forced entry and bombs. When used in multiple layers with glass and plastic, resis- tance to bullets can be achieved. ■ Sound Control — The shear damping performance of Saflex interlayer makes laminated architectural glass effective in controlling sound transmission. ■ Solar Energy Control — Light stable, tinted Saflex interlayers reduce solar energy transmittance to reduce cooling loads. It reduces glare without distorting color. ■ Ultraviolet Screening — The UV filtering qualities of Saflex interlayer enable clear or tinted laminated glass to protect valuable furnishings, displays or mer- chandise by reducing the fading effects of sunlight or other sources of UV light. ■ Structural Glazing — Laminated glass has essentially the same structural characteristics as monolithic glass under most loadings. In the event of cracking, laminated glass is less likely to fall out and can retain significant strength until repairs can be made. ■ Hurricanes and Earthquakes — Resistance to fallout makes laminated glass better able to remain in the window opening during and following these events. Electronic Security — Special glazing composites provide radio frequency shielding to prevent damage or interference from external sources. ■ Aesthetics—The use of colored interlayers and glazing materials provides a wide range of pleasing design aesthetics. Examples of Glass Configuration COMPOSITION & MATERIALS Typical laminated glass is made from two layers of glass bonded under heat and pressure with Saflex interlayer between them to create a single unit. Three or more layers of glass or other glazing materials, such as polycarbonate or acrylic, can be laminated together for increased security. Laminated glass can be used on one or both sides of an insulating air space to create insulating units for thermal and acoustic insulation. Electronic Security Glazing is comprised of two 1/4 in. (6 mm) thick glass layers with metalized fabric mesh of 100 to 400 openings per inch (25.4 mm) bonded with the Saflex inter- layer between them. The fabric can be nylon, spun poly- ester, rayon or acrylic, and the metal coating can be nickel, silver or other metal, depending on project requirements. SIZES Standard two-ply laminated glass can be supplied in stock sheets which can be easily cut in the shop or at the job site for quick, economical installation and replacement. The following list gives the standard available thicknesses/ colors of Saflex. Sizes Interlayer Thickness Max. width R Color in. (mm) in. (m) Clear 0.015 (0.38) 125 (3.2) 0.030 (0.76) 125 (3.2) 0.060 (1.52) 125 (3.2) Mass Pigmented 0.015 (0.38) 125 (3.2) •••• � 0.030 (0.76)125 (3.2) R tO d C o = E E 6 T X m Vi C COMPOSITION & MATERIALS Typical laminated glass is made from two layers of glass bonded under heat and pressure with Saflex interlayer between them to create a single unit. Three or more layers of glass or other glazing materials, such as polycarbonate or acrylic, can be laminated together for increased security. Laminated glass can be used on one or both sides of an insulating air space to create insulating units for thermal and acoustic insulation. Electronic Security Glazing is comprised of two 1/4 in. (6 mm) thick glass layers with metalized fabric mesh of 100 to 400 openings per inch (25.4 mm) bonded with the Saflex inter- layer between them. The fabric can be nylon, spun poly- ester, rayon or acrylic, and the metal coating can be nickel, silver or other metal, depending on project requirements. SIZES Standard two-ply laminated glass can be supplied in stock sheets which can be easily cut in the shop or at the job site for quick, economical installation and replacement. The following list gives the standard available thicknesses/ colors of Saflex. Sizes Interlayer Thickness Max. width Color in. (mm) in. (m) Clear 0.015 (0.38) 125 (3.2) 0.030 (0.76) 125 (3.2) 0.060 (1.52) 125 (3.2) Mass Pigmented 0.015 (0.38) 125 (3.2) 0.030 (0.76)125 (3.2) COLORS The Saflex Opticolor® system provides clear or mass pig- mented interlayer in two shades of red, yellow, blue and black. When used singly or in combinations of up to four interlayers, a full palette of colors can be achieved. When used with tinted or reflective glass, the color possibilities become virtually unlimited. Accelerated and long-term exposure testing confirm that the color stability of the Opticolor system is outstanding. Traditional custom colored glass is generally too costly for most projects, but laminated glass made with the Saflex Opticolor system is affordable for both interior and exterior applications. IM1r11niffil Glazing applications, assemblies and their details must be designed and selected by a design professional. 4. TECHNICAL DATA APPLICABLE STANDARDS American Society for Testing & Materials (ASTM) ASTM C1036 — Standard Specification for Flat Glass ASTM C1048 — Standard Specification for Heat -Treated Flat Glass — Kind HS, Kind FT Coated and Uncoated Glass ASTM C1172 - Standard Specification for Laminated Architectural Flat Glass ASTM E90 - Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements ASTM E413 - Rating Sound Insulation ASTM 1332 - Standard Classification for Determination of Outdoor -Indoor Transmission Class ASTM E1300 - Standard Practice for Determining the Minimum Thickness and Type of Glass Required to Resist a Specified Load ASTM F1233 - Standard Test Method for Security Glazing Materials and Systems American National Standards Institute (ANSI) ANSI Z97.1 - Standard for Glazing Materials Used in Buildings - Safety Performance Specifications and Methods of Test Consumer Products Safety Commission (CPSC) CPSC 16 CFR 1201 Glass Association of North America (GANA) GANA - Laminated Glass Design Guide National Security Agency (NSA) NSA 65-8 - Specification for RF Shielded Enclosures Underwriters Laboratories, Inc., (UL) UL 972 — Burglary Resistant Glazing UL 752 - Bullet Resistant Equipment APPROVALS The Consumer Product Safety Commission (CPSC) and the architectural glazing safety sections of model building codes have set uniform requirements for the performance of glazing materials. Two-ply laminated glass with 0.015 in. (0.38 mm) thick Saflex interlayer meets requirements for Category I, two-ply laminated glass with 0.030 in. (0.76 mm) thick Saflex interlayer meets requirements for Category II. Laminated glass with Saflex interlayer meets requirements for ASTM F1233 Forced Entry Testing and UL 972. Saflex interlayers are approved for use in Dade County, Fla. and have been issued as NOA#98-0728.05 and NOA#99-1227.02. ENVIRONMENTAL CONSIDERATIONS Use of laminated glass can reduce heating and cooling costs. Sound attenuation applications mean reductions in noise pollution. PHYSICAL PROPERTIES* Saflex exhibits the following properties: Refractive Index - 1.48 • Visible Light Transmittance, Clear - 89% ■ Shading Coefficient, Clear - 0.92 ■ UV Screening, up to 380 nm - 99% ■ Tensile Strength - 3220 psi ■ Tensile Elongation - 205% (JIS K6771) ■ Specific Gravity - 1.07 ■ Specific Heat - 0.47 Btu/lb°F ■ Thermal Conductivity (K value) - 0.12 Btu/(ft2hr°F) ■ Coefficient of Thermal Expansion - 2.6 x 10-1 in./in°F ■ Emissivity - 0.9 * The data set out in this table for all properties or changes in properties are based on samples tested and are not guaranteed for all samples of the product. Such data are intended as guides and do not reflect product specifications for any particular property. FIRE RATING Certain assemblies of laminated glass can be used to achieve fire resistance ratings in partitions. 5. INSTALLATION Methods: The recommendations and instructions of the glass fabricator or manufacturer must be followed. Precautions: To obtain the maximum benefit from the use of security glazing, balanced glass/frame designs are required. These designs generally include positive glass retention through integration of the frame and surrounding structure. 6. AVAILABILITY & COST Availability: Saflex interlayer is available nationwide. Contact Saflex for local distributor information. Cost: Contact the glass laminator in your area for detailed pricing information. A current list of laminators can be found on our website: www.saflex.com. 7. WARRANTY Warranties can be provided to the end purchaser by glass fabricators. 8. MAINTENANCE None required. .` 9. TECHNICAL SERVICES Contact Saflex or glass fabricators for technical assistance with the selection, specification, design and installation of laminated glass for specific applications. 10. FILING SYSTEMS Architects' First Source for Products Sweet's Catalog Files Additional product information is available from the manufacturer. Pub. No. 2459727 Version e All dataoresented is based on clear annealed glass compositions. - lm:14 t ys the composite may not meet the requirements of the test standard when glass in anneal8d form is used. • Indicas3configuration may provide referenced level of protection with proper framing and glazing. CPSC = CF06 Part 1201. ASTM F-1233 Class I = ability to prevent body passage according to F-1233 standard criteria. Blast Resistance = ability of the composite to withstand -4 psi Overpressure with -28 psi*msec impulse with proper framing and glazing. Acoustical Values predicted using Acoustical Software Program and Design Guide by Monsanto. Solar/Thermal Calculations performed using LBNL Window 4.1 program release 9.1 Optical Data. UV screening defined as the ability of the configuration to screen greater than 99% of UV radiation to 380 nm wavelength. Hurricane defined by the ability of the laminate to accept impact from 4 kg; 5 x 10 -cm timber (9 lb. 2" x 4" timber), or 2 gram ball bearing missile. ® • Unit Configuration Safety Acoustic Solar/Thermal Hurricane Security Protection C.3 = � N C M N y e- d y LL d h •to Overall m (mm) Metric CZInches U g y - - tm o> r. x 114" (6mm) 1/8" - 0.060" - 1/8" 3 - 1.52-3 (33.4) • 34 32 88 0.88 0.76 1.04 0.28 • • • • 114" (6mm) 1/8" - 0.090" - 1/8" 3-2.29-3 (33.6) • 35 32 87 0.86 0.74 1.02 0.26 • • • • • 7116" (11mm) 3/16" - 0.060" - 3/16" 5- 1.52-5 (55.4) • 36 33 87 0.86 0.74 1.02 0.28 • • • • - 7116" (itmm) 3/16" - 0.090" - 3/16" 5-2.29-5 (55.6) • 36 33 87 0.84 0.72 1.00 0.26 • • • • • 9116" (15mm) 1/4" - 0.060" - 1/4" 6- 1.52-6 (66.4) • 39 34 86 0.83 0.72 1.00 0.27 • • • • - 9116" (15mm) 1/4" - 0.090" - 1/4" 6-2.29-6 (66.6) • 39 34 86 0.82 0.70 0.98 0.26 • • • • • 1/4" (6mm) 1/8" - 0.100" Saflex HP - 1/8" 3 - 2.54 Saflex HP --3 (33.5 HP) • 35 32 87 0.85 0.73 9116" (15mm) 1/4' 0.100" Saflex HP - 1/4" 6 - 2.54 Saflex HP - 6HP 66.5 ( ) • 39 34 86 0.82 0.70 1.01 0.25 • • • • • MONOL1/8" 0.97 0.25 •• • • • - [1/2" A.S.] - 1/4" LAG61 "mm) 3 - [12.7 A.S.] - 6 LAG33.4 • 35 30 80 0.83 0.72 0.48 - [1/2" A.S-] - 1/4" LAG90 3 - [12.7 A.S.] - 6 LAG33.6 •35 31 78 0.80 0.69 0.46 0.251/8" - [1/2" A.S.) - 1/4" LAG60 6 - [12.7 A.S.] - 6 LAG33.4 • 40 32 78 0.78 0.67 0.47 0.231/4" • 1" (25 mm) 1/4" - [1/2" A.S.] - 1/4" LAG90 6 - [12.7 A.S.] - 6 LAG,,., • 40 32 77 0.76 0.65 0.46 0.24 • • • • 718" (25 mm) 1/8" - [1/2" A -S.] - 1/4" LAG100 HP 3 - [12.7 A.S.] - 6 LAG33,s HP • 35 ' 31 77 0.77 0.66 0.23 1-118" (29 mm) 1/8" - [1/2" A -S.] - 1/2" LAGloo HP 3 - [12.7 A.S.] - 12 LAG33.s HP • 39 32 78 0.47 0.22 • • • • • 0.80 0.69 0.46 0.23 • • • • • 1-114" (32 mm) 1/4" - [1/2" A.S.] - 1/2" LAGloo HP 6 - [12.7 A.S.] - 12 LAG33.s HP • 40 32 76 0.75 0.65 0.46 0.220 • • • • GOnBLE,LAMINA7E1) INSGLATING GLASS (LIIMINtITE i AIH SPADE - LAMINATE) 1" (25 min) 1/4" LAG,, - [1/2" A.S.] - 1/4" LAG60 6 LAG33.4 [12 A.S.] 6 LAG33.4 • 39 34 78 1" (25 mm) 1/4" LAG30 - [1/2" A.S.] - 1/4" LAG90 6 LAG332 [12 A.S.] 6 LAG33.6 • 40 35 77 0.75 0.72 0.64 0.47 0.23 • • • - • 1" (25 mm) 1/4" LAG60 - [1/2" A.S.] - 1/4" LAGG0 6 LAG33.4 [12 A.S.] 6 LAG33.4 • 39 34 78 0.74 0.62 0.45 0.22 • • • • 1" (Z5 mm) % 1/4" LAG30 - [1/2" A.S.] - 1/4" LAG100 HP 6 LAG33.4 [12 A.S.] 6 LAG 33s HP • 40 35 77 0.73 0.63 0.46 0.23 • • • • • 0.63 0.46 0.22 • • • _ • 1" (25T 1/4" LAG60 - [1/2" A -S.] - 1/4" LAG100 HP 6 LAG33.4 [12 A.S.] 6 LAG33.s HP • 40 35 77 -�1 0.72 0.62 0.46 0.21 • • • - • 1-314':,(44 mm) 1/4" LAG60 - [1/2" A.S.] - 1/2" LAG,,, HP 6 LAG33.4 [12 A.S.] 12 LAG33.5 HP • 42 36 76 0.71 0.61 0.45 0.21 • • • • All dataoresented is based on clear annealed glass compositions. - lm:14 t ys the composite may not meet the requirements of the test standard when glass in anneal8d form is used. • Indicas3configuration may provide referenced level of protection with proper framing and glazing. CPSC = CF06 Part 1201. ASTM F-1233 Class I = ability to prevent body passage according to F-1233 standard criteria. Blast Resistance = ability of the composite to withstand -4 psi Overpressure with -28 psi*msec impulse with proper framing and glazing. Acoustical Values predicted using Acoustical Software Program and Design Guide by Monsanto. Solar/Thermal Calculations performed using LBNL Window 4.1 program release 9.1 Optical Data. UV screening defined as the ability of the configuration to screen greater than 99% of UV radiation to 380 nm wavelength. Hurricane defined by the ability of the laminate to accept impact from 4 kg; 5 x 10 -cm timber (9 lb. 2" x 4" timber), or 2 gram ball bearing missile. ELCD UltraCon° Masonry Fasteners • MADE IN THE V High Performance in a Wide Range of Applications The UltraCon° masonry fastening system from Elco Construction Products offers optimal performance in a wide range of masonry applications. Cold formed fasteners, precision -cut Elco® carbide drill bits and high-quality installation tools all work together to provide excellent pull-out and shear values. All components of the system are manufactured to strict quality standards to ensure consistent, trouble-free installation and in-place performance. UltraCon® fasteners are the optimal solution for concrete, brick or hollow block to attach electrical boxes and clips; wood headers, plywood, or furring strips; exterior insulation systems and more. Increased Size for Increased Strength The new 5/16" diameter UltraCon° fastener provides increased shear and tensile strength to meet the needs of more demanding applications. Superior Resistance to Corrosion UltraCon° fasteners from Elco Construction Products are coated with Stalgard® finish to provide superior corrosion resistance. Fasteners coated with Stalgard® finish typically show no red rust or other base metal corrosion on significant surfaces even after 800 hours of 5% neutral salt spray exposure (ASTM B117). Experience Matters Elco Construction Products has been manufacturing fastening systems for concrete in the U.S.A. since 1980 Unlike competing masonry fasteners, only UltraCon° fasteners are coated with Stalgard® finish. To assure quality on your next masonry application, choose the UltraCon° masonry fastening system manufactured by the company known for quality — Elco Construction Products. Features • Twin -lead threads Available in 3/16", 1/4" and 5/16" diameters, in a variety of lengths threads nail point Slotted hex head or phillips flat head standard; other styles including TrimFit° heads available Blue Stalgard® corrosion -resistant finish standard; silver, white or bronze Stalgardc', finish also available on selected sizes Install quickly and easily with system drive tools and Elco® carbide -tipped drill bits Benefits When all three elements of the system are used, consistent performance and maximum pull-out strengths can be realized Eliminates need for inserts Eases installation of metal, wood and other components to concrete, brick or hollow block Approvals • For 3/16", 1/4" and 5/16" UltraCon° fasteners: Miami -Dade, Florida Notice of Acceptance (NOA) No. 07-0425.01 Exp. 1/8/11 EA HEAD STYLES Slotted Hex Washer Head Washer head provides a bearing surface for fast, secure driving; slot permits removal or adjustment with standard screw driver. Hex Flange Head Larger 5/8" washer diameter provides larger bearing surface. Ideal for attaching track systems or other applications that require a washer. Hex Head with Oversized Washer (5/16" dia. only) Larger washer diameter (.530/.540) provides larger bearing surface. Ideal for applications that require a washer. INSTALLATION The UltraCon° masonry fastening system consists of the UltraCon° fastener and installation tool plus an Elco° carbide -tipped drill bit. Consistent performance and maximum pullout strength can be assured only when all three elements of the system are properly used. Fastener Length and Diameter The length of the UltraCon° fastener to be used is determined by combining the thickness of the attachment (A) with the desired depth of embedment in the masonry material (B). It is recommended that a minimum of 1" and a maximum of 1-3/4" embedment be used in determining fastener length. UltraCon° fasteners come in three diameters: 1/4", 3/16", and 5/16". The diameter of the fastener and the depth of embedment affect pullout strengths. Application strength requirements and safety factors should be considered when determining the depth of embedment and fastener diameter. For assistance, contact your Elco distributor or Elco Construction Products. Hole Depth An Elco® carbide -tipped drill bit is supplied with each box of UltraCon° fasteners. The correct hole depth (B & C) can normally be obtained by drilling the full length of this bit. In all cases, the hole must be at least 1/4" deeper than the depth of the fastener embedment. Normal safety precautions should be observed when drilling the holes to avoid electrical installations, other utilities and reinforcement bars. Hole Diameter The diameter of the drilled hole is also important to the performance of the UltraCon° masonry fastening system. To provide the proper hole diameters, ElcoO carbide -tipped drill bits are manufactured to closer standards than those called for in the American National Standard. Using Elco® carbide -tipped bits will help assure consistent fastener performance and maximum pull-out strength. UltraCon° Masonry Fastening System Phillips Flat Head Used primarily in wood applications to countersink head for finished appearance. TrimFits Flat Head Undersized heads permits use of 1/4" and 5/16" diameter fastener in applications with clearance constraints. Head O.D..415" nom. Trim si Hex Head Undersized heads permits use of 5/16" diameter fastener in applications with clearance constraints. Washer O.D..435" nom.; hex drive 5/16" A.F. A = attachment thickness B = UltraCon° embedment (min. of 1", max. of 1-3/4") A + B = UltraCon® anchor length B + C = Hole depth (must be at least 1/4" deeper than UltraCon° embedment) Identification all sizes hex washer, flat hex flange, oversized washer Elco logo only O Elco logo and 1/4" TrimFit« flat 1 dot opposite O of logo Elco logo and 5/16" TrimFit" flat 2 dots opposite of logo C. C UltraCon° Masonry Fastening System NOTE: All anchors are packed 100/box with tanged drill bit, unless packed bulk as indicated with *. Slotted Hex Washer Head 1-1/4" slotted hex washer ELE300 5/32" 3-1/2" 1-3/4" slotted hex washer ELE310 5/32" 3-1/2" 2-1/4" slotted hex washer ELE320 5/32" 4-1/2" 3/16" 2-3/4" slotted hex washer ELE330 5/32" 4-1/2" 3-1/4" slotted hex washer ELE340 5/32" 5-1/2" 3-3/4" slotted hex washer ELE350 5/32" 5-1/2" 4" slotted hex washer ELE360 5/32" 5-1/2" 1" slotted hex washer ELE400 3/16" 3-1/2" L 1-1/4" slotted hex washer ELE405 3/16" 3-1/2" 1-3/4" slotted hex washer ELE415 ELG341* ELD195* 3/16" 3-1/2" 2-1/4" slotted hex washer ELE425 ELG371* ELD205* 3/16" 4-1/2" 2-3/4" slotted hex washer ELE435 ELG401* 3/16" 4-1/2" 1/4" 3-1/4" slotted hex washer ELE445 ELG431* ELD225* 3/16" 5-1/2" — 3-3/4" slotted hex washer ELE455 3/16" 5-1/2" 4" slotted hex washer ELE465 3/16" 5-1/2" 5" slotted hex washer ELE475 ELD255* 3/16" 6-1/2" 6" slotted hex washer ELE485 ELD265* 3/16" 7-1/2" Phillips Flat Head 1-1/4" phillips flat ELF305 ELG521* ELD320* 5/32" 3-1/2" 1-3/4" phillips flat ELF315 ELG551* ELD330* 5/32" 3-1/2" 2-1/4" phillips flat ELF325 ELG581* ELD340* 5/32" 4-1/2" 3/16" 2-3/4" phillips flat ELF335 ELG611* ELD350* 5/32" 4-1/2" 3-1/4" phillips flat ELF345 ELG641* ELD360* 5/32" 5-1/2" 3-3/4" phillips flat ELF355 ELG671* ELD370* 5/32" 5-1/2" 4" phillips flat ELF365 ELD380* 5/32" 5-1/2" 1-1/4" phillips flat ELF400 ELG731* ELD385* 3/16" 3-1/2" 1-3/4" phillips flat ELF410 ELG761* ELD395* 3/16" 3-1/2" 2-1/4" phillips flat ELF420 ELG791* ELD405* 3/16" 4-1/2" 2-3/4" phillips flat ELF430 ELG821* ELD415* 3/16" 4-1/2" L 1/4" 3-1/4" phillips flat ELF440 ELG851* ELD425* 3/16" 5-1/2" 3-3/4" phillips flat ELF450 ELG881* ELD435* 3/16" 5-1/2" 4" phillips flat ELF460 ELD445* 3/16" 5-1/2" 5" phillips flat ELF470 3/16" 6-1/2" — 6" phillips flat ELF480 3/16" 7-1/2" 2-1/4" phillips flat ELG941* 1/4" 4-1/2" 2-3/4" phillips flat ELG948* 1/4" 4-1/2" 3-1/4" phillips flat ELG960* 1/4" 4-1/2" 5/16" 4" phillips flat ELG979* 1/4" 5-1/2" 5" phillips flat ELG992* 1/4" 7-1/2" 6" phillips flat ELG998* 1/4" 7-1/2" E9 UltraCon° Masonry Fastening System NOTE: All anchors are packed 100/box with tanged drill bit, unless packed bulk as indicated with * Hex Flange Head Hex Head with Oversized Washer 1-3/4" hex hex flange ELC145* ELD275* 3/16" 3-1/2" hex w/oversized washer ELG481* 2-1/4" hex hex flange 2-1/4" ELC151* ELD285* 3/16" 4-1/2" L 1/4" 2-3/4" hex hex flange 1/4" ELC160* ELD295* 3/16" 4-1/2" ELG492* 3-1/4" hex hex flange ELG491* ELC170* ELD305* 3/16" 5-1/2" Hex Head with Oversized Washer 1-3/4" hex TrimFit® hex ELG482* 1-3/4" hex hex w/oversized washer ELG481* 1/4" 4-1/2" 2-1/4" hex TrimFit® hex ELG487* 2-1/4" hex hex w/oversized washer ELG486* 1/4" 4-1/2" 2-3/4" hex TrimRtO hex ELG492* 2-3/4" hex hex w/oversized washer ELG491* 1/4" 4-1/2" 3-1/4" hex TrimFitg hex 3-1/4" hex hex w/oversized washer ELG496* 1/4" 5-1/2" 3-3/4" hex 5/16" 3-3/4" hex hex w/oversized washer ELG501* 5-1/2" 1/4" 5-1/2" 4" hex hex w/oversized washer EL 506* 1/4" 5-1/2" 5" hex hex w/oversized washer ELG511* 1/4" 7-1/2" 6" hex hex w/oversized washer ELG516* 1/4" 7-1/2" TrimFit@ Flat Head 1-3/4" phillips TrimFit° flat ELG771* ELD400* 3/16" 3-1/2" _ 2-1/4" phillips TrimFit® flat ELG801* ELD410* 3/16" 4-1/2" 1/4" 2-3/4" phillips TrimFit® flat ELG831* ELD420* 3/16" 4-1/2" 3-1/4" phillips TrimFitO flat ELG861* ELD430* 3/16" 5-1/2" 3-3/4" phillips TrimFit® flat ELG921* ELD440* 3/16" 5-1/2" L 2-1/4" phillips TrimRtO flat ELG945* 1/4" 4-1/2" 2-3/4" phillips TrimRtO flat ELG955* 1/4" 4-1/2" 3-1/4" phillips TrirnFit® flat ELG965* 1/4" 5-1/2" 5/16" 3-3/4" phillips TrimFitO flat ELG972* 1/4" 5-1/2" _ 4" phillips TrirnRtO flat ELG976* 1/4" 5-1/2" 5" phillips TrimFitO flat ELG991* 1/4" 7-1/2" TrimFit® Hex Head 1-3/4" hex TrimFit® hex ELG482* 1/4" 4-1/2" 2-1/4" hex TrimFit® hex ELG487* 1/4" 4-1/2" L 5/16" 2-3/4" hex TrimRtO hex ELG492* 1/4" 4-1/2" 3-1/4" hex TrimFitg hex ELG497* 1/4" 5-1/2" 3-3/4" hex TrimFit® hex ELG502* 1/4" 5-1/2" PiUltraCon® Masonry Fasteners Mechanical Properties 3/16 1 .210 1 .123 .1461 1022 1022 carbon hardened (HRC 52 546 1" 1/4 .161 189 1.3/8" min. with core hardness 155 K.S.I. 177 K.S.I. .255 5/16 .315 .210 .236 steel of HRC 32 - 40 max.) 575 1" Values listed are based on numerous tests with all three diameters of UltraCon"' fasteners. Testing was done per ASTM E8-96 standards. The yield and ultimate tensile values shown are indicative of the hardness levels obtained. Performance Data 2,105 1,324 1-1/2" Contact Elco Construction Products or your Elco° distributor for more information on our entire line of quality fastening systems for masonry applications. viauiuuLIZ; u uy. ELro Elco Construction Products ® 5110 Falcon Road - Rockford, IL 61109 800.435.7213 Fax 815.397.8986 www.elcoconstruction.co-M Elco", AcumentO, UltraConm', Stalgard®, and TrimFit" are registered trademarks of Acument°' Intellectual Properties, LLC. ©2008 Acument Technologies, LLC 1" 421 546 1" 422 692 1" 884 782 1,096 856 - - - - 1.3/8" - - - - 1-3/4" - - - - 3/16" 1-1/4" 2-1/2" 427 575 1" 444 639 2-1/2" 750 866 - - - - 1-3/8" - - - - 1-3/4"- 2,105 1,324 1-1/2" 5d 2,471 1,617 1" 998 900 1" 668 632 1" 1,166 1,070 1,857 919 - - - - 1-3/8" - - - - 1-3/4" - - - - 1/4" 1-1/4" 2-1/2" 709 1,486 1" 809 1,153 2-1/2" 1,507 1,583 1,908 1,780 - - - - 1-3/8" - - - - 1-3/4" - - - - Contact Elco Construction Products or your Elco° distributor for more information on our entire line of quality fastening systems for masonry applications. viauiuuLIZ; u uy. ELro Elco Construction Products ® 5110 Falcon Road - Rockford, IL 61109 800.435.7213 Fax 815.397.8986 www.elcoconstruction.co-M Elco", AcumentO, UltraConm', Stalgard®, and TrimFit" are registered trademarks of Acument°' Intellectual Properties, LLC. ©2008 Acument Technologies, LLC 1" 737 879 1" 1,423 1,095 1-3/4" 1- 9/16" 1,049 708 2,105 1,324 1-1/2" 5d 2,471 1,617 1" 2-3/16" 836 1,500 2" 2,912 2,367 5/16" 1-1/4" 1-3/4" 2-3/16" 2,413 3,158 - - - - 1" 851 1,801 1" 1,454 1,188 3-1/8" 1,149 1,454 1-3/4" 3-1/8" 2,643 3,404 1-1/2" 10d 2,472 1,677 2" 3,347 - 2" 3,233 2,407 NOTE: Indicated pull-out and shear failure values were obtained in tests witnessed by independent test labs (see below). These figures are offered only as a guide and are not guaranteed in any way by Elco Construction Products. A safety factor of 4:1, or 25% of ultimate pull-out value, is generally accepted as a safe working load; however, reference should always be made to applicable codes for the specific safe working ratio. Test report cross-reference information Concrete Block Wood * Testing by Hurricane Engineering UltraCon® Dia. Test report no.* UltraCon® Dia. Test report no.* UitraCon® Dia. Test report no.* & Testing, Inc. (HETI). 3/16" HETI 03-1127 3/16" HETI 05-1501 3/16" - Additional testing has been done 1/4" HETI 03-1136 1/4" HETI 03-1159 1/4" - in other materials and conditions 5/16" HETI 01-5013 5/16" HETI 01-5069 5/16" HETI 01-5063 and is available upon request. Contact Elco Construction Products or your Elco° distributor for more information on our entire line of quality fastening systems for masonry applications. viauiuuLIZ; u uy. ELro Elco Construction Products ® 5110 Falcon Road - Rockford, IL 61109 800.435.7213 Fax 815.397.8986 www.elcoconstruction.co-M Elco", AcumentO, UltraConm', Stalgard®, and TrimFit" are registered trademarks of Acument°' Intellectual Properties, LLC. ©2008 Acument Technologies, LLC rRENC00 VulkemO 116 One -Part, High -Performance Polyurethane Sealant Product Description Vulkem®116 is a one -part, moisture -curing, gun -grade polyurethane sealant. It is durable, flexible, and offers excellent performance in dynamic joints. Features and benefits Vulkem 116 has demonstrated superior primerless adhesion to porous substrates for 30 years, and is the choice for sealing expansion joints in commercial construction applications. It can be used exterior or interior with adequate ventilation. Vulkem 116 is also suitable for certain water immersion applications. Vulkem 116 is also rated for 25% movement capability. Uses Vulkem 116 is an excellent general-purpose sealant designed for use on poured concrete, precast, masonry, window and door perimeters, and similar types of construction joints. For accelerated cure, add Vulkem Catalyst 45/116. Colors Almond, Aluminum, Black, Bronze, Buff, Gray, Dark Bronze, Ivory, Limestone, Redwood Tan, Beige, Stone, Anodized Aluminum, Aluminum Stone, White, Natural Clay Packaging 10.1 oz. (300ml) cartridges, 20 oz. (600ml) sausages, 2 and 5 gallon (7.6 and 18.9 L) pails, and 55 gallon (208 L) drums. Coverage rates 308 linear feet of joint per gallon for a 1/4" X 1/4" joint. For specific coverage rates that include joint size, and usage efficiencies, visit our website usage calculator at www. tremcosealants.com. Applicable Standards Vulkem 116 meets or exceeds the requirements of the following specifications: • ASTM C 920 Type S, Grade NS, Class 25, Use T, NT, M, A, I class II, and 0 • U.S. Federal Specification TT -S -00230C, Class A, Type II • CAN/CCSB-19.13-M87 • ' USDA regulation for indirect food contact • Canadian Food Inspection Agency • City of Los Angeles (COLA) approval standards Joint design Vulkem 116 may be used in any vertical or horizontal joint designed in accordance with accepted architectural/engineering practices. Joint width should be 4 times anticipated movement, but not less than 1/4" (6.4mm). Joint backing Closed cell or reticulated polyethylene backer rod is recommended as joint backing to control sealant depth and to ensure intimate contact of sealant with joint walls when tooling. Where depth of joint will prevent the use of backer rod, an adhesive backed polyethylene tape (bond breaker tape) should be used to prevent three -sided adhesion. All backing should be dry at time of sealant application. TYPICAL PHYSICAL PROPERTIES (Results of recent testing at 72°F (22°C) after 21 days cure time.) Extrusion Rate (ASTM C 1183): 40-50 ml/min. Hardness Properties, scale "A" (ASTM C 661): 40 Weight Loss (ASTM C 1246): Pass Skin Time (tooling time) 6 hours Tack Free Time (ASTM C 679): 30 hours Stain & Color Change (ASTM C 510): No visible color change/No stain Adhesion -in -Peel (ASTM C 794): Aluminum 18-22 pli (80-99 N) Concrete 20-25 pli (89-111 N) Brick 19-23 pli (85-102 N) No Adhesion Loss Effects of Accelerated Aging (ASTM C 793): Pass Movement Capability (ASTM C 719): ±25% Tensile Strength (ASTM D 412) 250 psi Ultimate Elongation (ASTM D 412) 200-300% 100% Modulus (ASTM D 412) 230 psi www.tremcosealants.com nage 1 of 2 The depth (D) of sealant may be equal to the width (W) of joints that are less than 1/2" wide. For joints ranging from 1/2" to 1 " (13mm to 25mm) wide, the sealant depth should be approximately one-half of the joint width. The maximum depth (D) of any sealant application should be 1/2" (13mm). For joints that are wider than 1 " (25 mm) contact Tremco's Technical Service Department, or your local Tremco field representative. WINDOW PERIMETERS — For fillet beads, or angle beads around windows and doors, the sealant should exhibit a minimum surface contact area (C) of 1/4" onto each substrate. Surface preparations Surfaces must be sound, clean, and dry. All release agents, existing waterproofing, dust, loose mortar, laitance, paints, or other finishes must be removed. This can be accomplished with a thorough wire brushing, grinding, sandblasting, or solvent washing, depending on the contamination. Tremco recommends that surface temperatures be 40°F (5°C) or above at the time the sealant is applied. If sealant must be applied in temperatures below 40T,, please refer to the Tremco Guide for Applying Sealants in Cold Weather that can be found on our website at www.tremcosealants.com. Priming Where deemed necessary, use Vulkem Primer #171 for porous substrates and TREMprime Non -Porous Primer for metals and plastics. Vulkem 116 typically adheres to common construction substrates without primers; however, Tremco always recommends that mock-up or field adhesion test be performed on the actual materials being used on the job to verify the need for a primer. The field adhesion test can be found in appendixes X1 of ASTM C 1193, Standard Guide for Use of Joint Sealants. i Application Vulkem 116 is easy to apply with conventional caulking equipment. Ensure that the backer rod is friction fitted properly and any primers have been applied. Fill the joint completely with a proper width -to -depth ratio and tool to insure intimate contact of sealant with joint walls. Dry tooling is always preferred, although xylene can be used in limited amounts to slick the spatula if needed. For a cleaner finish, mask the sides of the joint with tape prior to filling. Cure time Vulkem 116 generally cures at a rate of 1/16" per day at 75°F (24°C) and 50% relative humidity. It will skin in 5 hours and be tack free in 30 hours. The cure time will increase as temperatures and/or humidity decrease. A good rule of thumb is one additional day for every 10°F decrease in temperature. Clean up Excess sealant and smears adjacent to the joint interface can be carefully removed with xylene or mineral spirits before the sealant cures. Any utensils used for tooling can also be cleaned with xylene or mineral spirits. Limitations • Do not apply Vulkem 116 over damp or contaminated surfaces. • Always utilize the accompanying MSDS for information on Personal Protective Equipment (PPE) and health hazards. Warranty Tremco warrants its sealants to be free of defects in materials, but makes no warranty as to appearance or color. Since methods of application and on-site conditions are beyond our control and can affect performance, Tremco makes no other warranty, expressed or implied including warranties of MERCHANTABILITY and FITNESS FOR A PARTICULAR PURPOSE, with respect to Tremco sealants. Tremco's sole obligation shall be, at its option, to replace or refund the purchase of the quantity of Tremco sealant proven to be defective and Tremco shall not be liable for any loss or damage. Tremco Commercial Sealants & Waterproofing 3735 Green Road, Beachwood, OH 44122 // Phone: 216.292.5000 // 800.321.7906 220 Wicksteed Avenue, Toronto, ON M4H 1 G7 // Phone: 416.421.3300 // 800.363.3213 j�m 1451 Jacobson Avenue, Ashland OH 44805 // Phone: 419.289.2050 // 800.321.6357 An 11LJ1 www.tremeosealants.com 1207/V116 Page 2 of 2