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WS-13-2112 (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-199369 Scheduled Inspection Date: July 31, 2014 Inspector: Rodriguez, Jorge Owner: BARCLAY GRAEBNER, RICHARD EFFS Job Address: 912 NE 95 Street Miami Shores, FL Project: <NONE> Permit Number: WS -9-13-2112 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)490-3299 Parcel Number 1132060010010 Contractor: COCONUT GROVE GLASS AND MIRROR CORP. I Phone: 305-634-3420 comments 1. REPLACING 40 WINDOWS WITH IMPACT 2. REPLACING 3 SINGLES DOORS WITH IMPACT 3. REPLACING 1 DOUBLE DOOR WITH SIDE LITE 05-21-14 I. Naranjo. owners contractor secure a permit to openings on the legal portion oftipSWI not be review no submitted and approved. Failed Correction ❑ Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. INSPECTOR COMMENTS False M1IComments the other til plans are July 30, 2014 For Inspections please call: (305)762-4949 Page 1 of 26 P4 B B BBB iIBBB B1� BBB B BBB BB B IBBBB B 1 BIB CFN 2013R0738257 OR R 2924 P9 3417; (ips) RECORDED 09/17/2013 101156=48 NOTICE OF COMMENCEMENT HARVEY RUVINr CLERK OF COURT HIAHI-RADE COUNTYr FLORIDA A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION LAST PAGE PERMIT NO. TAX FOLIO NO. �� 0 C ` 00/ `401 STATE OF FLORIDA COUNTY OF MiAMi-DADS THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement, This Notice of Commencement should be recorded at: The Clerk of Courts Miami -Dada Courtly Recorder Courthouse East, 22 NW Fftt3treet, lst Floor, Miami, FL 33128 1. Legal description of property and streetfaddress: L� V. 2. Description of improvement; 3.Owner(s) name and address:21 S Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 0 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons with the state of Florida designated by Owner upon whom notices or othe documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. in addition to himself, Owners designates the following person(s) to receive a copy of a Uenor's Notice as provided In Sen 713.13(1)(b), Florida Statutes. Nam& dnd address! 9. date of this Notice of Commencement: (the expiration date Is 1 year is specified) Signature or owner Print Owner's Name Sworn to and subs! Notary Public Print Notary's-W`18 My commission expl M" Olay of ** W WANit1 oN tIff "' 6 AIXPffES: Jany 12, 217 A, A, 0"Wft8W0fty&M= STATE OF I I HERESY cr 20 (Sea!) the date of recording unless a i J! FAZ?l �/A RUNTY OF DADE 118 Is f tri® copy of me day of 8 A 020 of MOW AW CW* cants s—o q- D.C. r Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 -3 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 _ DPi (L BtUDING PERMIT APPLICATION Permit Type:BIJILDIN JOB ADDRESS: _ //-. & � C Permit No. SEP 18 2013 FBC 20 Master Permit NoW 2— ROOFING City: Miami Shores County: Miami Dade Zip: 3!��dp Folio/Parcel#: _ //- 3;,L)& ` OO/ 00/0 Is the Building Historically Designated: Yes Zone: OWNER: Name (Fee Simple Titleholder):_ /elajPhone*�9 0 3 2-01 Address: / off. ,V City: State l�L t Zip: 3:�,,4 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Address: City: Qualifier Name: A State Certification or Registration #: Certificate of Competency' Contact Phone#.*—J 6:44-W ).o Email Address: �Q0.Gy1`i�Vc��/� SQ �jOrJ .��%` DESIGNER: Architect/Engineer: - fJ i Sot P one#00/ 'rJ, - 31 G S�a2, Value of Work for this Permit: $3AAA02 w " Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New P(tepair/Replace ❑Demolition Description of Work: ZO/22l 40;0 `AoeA dClt'P Submittal Fee Scanning Fee $ Color thru tile: Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ N, Bolnding Company's Name (if applicable) Bonding Company's Address City State M#rtgage 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first insppVon which occurs seven (7) days after the building permit is issued In Wabsenceosted notice, the inspection will t te approved and a reinspection fee will be charged. .ignatu� Signature Owner or Agent The fore oin went was acknow��me this day of %�, b�S , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign' Print: My Commission Expires: �o� `::;' QLWA0= * thtCO�IISSfgdlt�8�91 '� Ao EXPEIES, Judy 1$ 2017 APPROVED BY Contractor The fore oin ins ent was acknowledged before me this � day of 20(�,byWiI(ITt kJA fJQi eo who is personallv� to me or who has produced as identification and who did take an oath. Plans Examiner ' "' /13 Structural Review (Revised 3/12J2012)(Revised 07/10(07)(Revised 06/10=W)(Revised 3/151OR) NOTARY PUBLIC: Si Print: My Commission Expires o!; .P% GLORACOM * IN COMMISSI0N AR OMI EXPIRES:,fitly 1Z 2017 Zoning Clerk Property Search - Report Property Information: Current Previous Previous 2 Year 2013 2012 Folio 11-3206-001-0010 Exemption/ Property Address 912 NE 95 ST County $0/$348,771 $0/$457,153 Owner Name(s) RICHARD EFFS $25,000/$182,592 Mailing Address 912 NE 95 ST MIAMI SHORES FL 33138 - Regional $0/$348,771 $0/$457,153 Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Use Code 0002 MULTIFAMILY 2 LIVING UNITS Beds/Baths/Half 9/6/0 6/2013 Floors 2 Sales qualified as a result of Living Units 2 Adj. Sq. Footage 3,479 $392,000 Lot Size 17,111.80 SQ FT Year Built 1935 examination of the deed Full Legal Description MARILYN HGTS PB 41-8 LOT 1 LOT SIZE IRREGULAR Assessment Information: Corrective deed, quit claim deed, Current Previous Previous 2 Year 2013 2012 2011 Land Value $216,392 $205,311 $195,534 Building Value $132,379 $251,842 $252,015 Market Value $348,771 $457,153 $447,549 Assessed Value $348,771 $457,153 $207,592 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $0 $0 $239,957 Homestead Exemption $0 $0 $25,000 Second Homestead Exemption $0 $0 $25,000 Note: not all benefits are applicable to all Taxable Values lie County, School Board, City, Regional). Disclaimer: Page 1 of 2 MIAMI-DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez-Cantera Property Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Exemption/ Exemption/ Taxable Taxable Taxable County $0/$348,771 $0/$457,153 $50,000/$157,592 School Board $0/$348,771 $0/$457,153 $25,000/$182,592 City $0/$348,771 $0/$457,153 $50,000/$157,592 Regional $0/$348,771 $0/$457,153 $50,000/$157,592 Sale Information: Date Amount OR Book -Page Qualification Code 6/2013 $560,000 28696-1744 Sales qualified as a result of examination of the deed 12/2012 $392,000 28433-1751 Sales qualified as a result of examination of the deed 8/2011 $100 27863-3344 Corrective deed, quit claim deed, or tax deed; Deed bearing Florida Documentary Stamp at the minimum rate prescribed under Chapter 201, F.S.; Transfer of ownership where no doc stamps were paid; or, Transfer of ownership by other than a deed such as a final judgement or court order. 8/2011 $100 27780-0865 Corrective deed, quit claim deed, or tax deed; Deed bearing Florida Documentary Stamp at the minimum rate prescribed under Chapter 201, F.S.; Transfer of ownership where no doc stamps were paid; or, Transfer of ownership by other than a deed such as a final judgement or court order. The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause http://gisweb.miamidade.gov/PropertySearch/printMap.htm 8/28/2013 PEWared by and return to: Neil Platock, Esq. Attorney at Law Piatock Law, PA 1935 Commerce Lane, #4 Jupiter, FL 33458 561-623-8285 Pile Number- Schafer Will Gall No.: Above This Line For Recording Datal Warranty Deed, CFN: 20130506455 BOOK 28696 PAGE 1744 DATE:06/26/2013 08:33:50 AM DEED DOC 3,360.00 SURTAX 2,520.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY This Warranty Deed made this 21st day of June, 2013 between Katherine Schafer, a single woman whose post office address is l I Princeton Avenue, Rocky Hill, NJ 08553, granter, and Richard Efis, a married man whose post office address is 912 NE 95 Street, Miami Shores, FL.33138, grantee: (Whenever used herein the tams "grantor" and "yantw" include all the parties to this instrument and the heirs, legal represent&11v , and assigns of individuals, and.tho successors and assigns of corporations,.trusts and trusters) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 1, MARILYN HEIGHTS, according to the plat thereof as recroded in Plat Book 41, Pages) 8, Public Records of Miami -Dade County, Florida. Parcel Identification Number. I1-3206-001-0010 Subject. to taxes for 2013 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of.record, If any, Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in Bee simple forever. Andthe grantor hereby covenants with said grantee that the grantor is. Iawftilly seized of said land in fee simple, that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully wantants.tbe title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes a"ruing subseclumt to December3l, 2012. OoubleTimee CFN: 20130506455 BOOK 28696 PAGE 1745 In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year.first above written. Signed, sealed and delivered in our presence.- Witness resence:witness Name: �6NN1tN(�l 'no Seim& d r7;1 L� \ —r�-,l Province of Florence City or Florence SS Consulate General of die Unit C�fofAmerica. The foregoing instrument. was acknowledged before me this _210 day of June, by atherine 'Schafer, who U is personally known or khas produced a drivQ0&4ieMft as identification. us IPPr StephenDuRrIPYS Printed Name: fl nsull Of Unit94 btatOs o ca My Commission Expires: czar Wwrawy Deed • Pape 2 Double'rinwa ACORD CERTIFICATE OF LIABILITY INSURANCE TM DATE(MM/DDNYYY) 7 7/26/2013 PRODUCER Phone: 305-556-1488 X242 Fax: 305-556-3660 NSI Insurance Group 8181 Northwest 154th Suite 230 Miami Lakes FL 33016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Coconut Grove Glass & Mirror Corp. 3660 NW 41 St Miami FL 33142 INSURERA:Granite State Ins Co 23809 INSURERB:FCCI Commercial Ins Cc 33472 w suRERc:FCCI Insurance Co 10178 INSURERD:Mt Hawley Ins Cc 37974 INSURER E: 4/20/2013 (`AVFRAf.FS THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR T ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE M DD POLICY EXPIRATION T LIMITS A Miami GENERAL LIABILITY 02 -LX -011740772-0 4/20/2013 4/20/2014 EACHOCCURRENCE $1,00 000 X COMMERCIAL GENERAL LIABILITY PREMISES Eaoccurence $100 ,000 MED EXP (Any one person) $5,000 CLAIMS MADE rx-1 OCCUR PERSONAL BADVINJURY $1,000,000 GENERAL AGGREGATE $2.000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS -COMP/OP AGG $2,000,000 ECT —1 POLICY 7 PRO LOC B AUTOMOBILE X LIABILITY ANY AUTO CA 0004471 9 4/20/2013 4/20/2014 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accident) $1,000,000 X HIREDAUTOS NON-OWNEDAUTOS PROPERTYDAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY -EA ACCIDENT $ OTHERTHAN EAACC $ ANYAUTO AUTO ONLY: AGG $ D EXCESS/UMBRELLALIABILITY EMX0317969 5/29/2013 5/29/2014 EACHOCCURRENCE $1,000,000 AGGREGATE $ X OCCUR E-1 CLAIMS MADE $ DEDUCTIBLE RETENTION $$ C WORKERS COMPENSATION AND 001-WC13A-42367 3/1/2013 3/1/2014 WRYLIAIT OEH E.L. EACH ACCIDENT $1,000,000 EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE- POLICY LIMIT 1 $1,000.000 If yes, describe under SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS NCDTICIPATC Uf%I flCD ftAKI(`FI 1 ATICIN ACORD 25 (2001/08) UHwr%u %.vrcrvrv+l nil's 1 avv SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER Miami Shores Village WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE 10050 NE 2nd Avenue CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO Miami Shores FL 33138 SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) UHwr%u %.vrcrvrv+l nil's 1 avv MIAMI-DADE COUNTY 2012 LOCAL BUSINESS TAX RECEIPT 2013 FIRST-CLASS TAX COLLECTOR MIAMI-DADE COUNTY -STATE OF FLORIDA." U.S. POSTAGE s 140 W. FLAGLER SL EXPIRES SEPT. 30,'2013 PAID 1 st FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAPTER &.A' -'ART. 0 !I 10 PERMIT NO. 231 WT,� cE;n.,.:A„�,, �w THE Hc.D<_H, GwuF�cA THIS IS NOT A BILL - DO NOT PAY °c 191573-6 RENEWAL MIAMI FL 33142 BUSINESS NAME / LOCATION RECEIPT NO. 202107-9 COCONUT GROVE GLASS & MIRROR CORP CC # 000017767 3660 NW 41 ST , )II1 I IJlll 11 11 1 1 ! 11 ! 1 !! ! ! Il / 11 ! 000082.50 33142 UNIN DADE COUNTY OWNER COCONUT GROVE GLASS & MIRROR COR See. Type of Business WORKER/S 196 SPECIALTY BUILDING CONTRACTOR 2 THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. 1T DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE DO NOT FORWARD COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER COCONUT GROVE GLASS & MIRROR CORP PERMIT OR LICENSE REQUIRED BY LAW. THIS IS WILLIAM VALDES PRIES TNOT THE HOLOeR'51OUTALIFICOA- 3660 NW 41 ST TIONS. MIAMI FL 33142 PAYMENT RECEIVED MIAMIoADE COUNTY TAX COLLECTOR: 08/10/2012 60030000011 000075.00 j Iffill if illididIII] Iiililliiliillllllllllllllll]IIIl*0 id SEE OTHER SIDE FIRST-CLASS U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 THIS IS NOT A BILL - DO NOT PAY RECEIPT NO. 30-2021079 CC NO: 000017767 BUSINESS NAME / LOCATION RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR COCONUT GROVE GLASS & MIRROR CORP AS SPECIFIED HEREON. 3660 NW 41 ST OWNER LCOCONUT GROVE GLASS & MIRROR CORP SEE BACK OF RECEIPT FOR SPECIALTY BUILDING CONTRACTOR A LIST OF NON -PARTICIPATING MUNICIPALITIES Receipt holder must DO NOT FORWARD regwhereworkisthe city COCONUT GROVE GLASS & MIRROR CORP where work is to he done. WILLIAM VALDES PRIES 3660 NW 41 ST MIAMI FL 33142 PAYMENT RECEIVED MIAMI-DADE COUNTY TAX "W23/2012 02280018001 000175.00 luHIlllifIIIII JIIIIIIIifIli ifIIJIll HIlrIII llllllarfill Ill i M XM 2012 LOCAL BUSINESS TAX RECEIPT 2013 FIRST-CLASS Q L6CTOHN i0 f 9lAMI•DADE COUNTY . $TATE OF FLORIDA U.S. POSTAGE I 1 W: FLAFaLEA T SEPT. 30, 2013 PAID 1st FLOOREXPIRES MUST RE DISPLAYED AT PLACE OF -BUSINESS MIAMI, FL MIAMI;_FL3313 AUli }S1ANT T4 C4UNTRE CHAPTER 8A - ART. B & 10 PERMIT NO. 231 WT,� cE;n.,.:A„�,, �w THE Hc.D<_H, GwuF�cA THIS IS NOT A BILL - DO NOT PAY °c 457193-2 RENEWAL BUSINESS NAIWE / LOCATION RECEIPT NO. 296298-4 COCONUT GROVE GLASS & MIRROR CORP 3660 NW 41 ST 33142 UNIN DADE COUNTY OWNER COCONUT GROVE GLASS & MIRROR COR Sec. Type at BUSIDeSS EMP LOYEE/S 214 RETAIL SALES 11 BUS,NE„ lAX FL-�e PI.AD' °DES 'ERMII 10 TONWtiC LAWSRE-LAO F�IE)THE CIIIES. DO NOT FORWARD COLNTY OR 11OCE, '.T Ex "PT THE .'2a' FHO'I ANY -El PERMIT OR LICe,ISE REDU,AEL` 7Y .r':, T,eS .S COCONUT GROVE GLASS & MIRRO CORP WT,� cE;n.,.:A„�,, �w THE Hc.D<_H, GwuF�cA WILLIAM VALDES PRIES °c 3660 NW 41 ST P.Y.EHr HecElaeO MIAMI FL 33142 MI i-OACE COJHTY TAX WLLECTGH. 07/18/2012 60120000060 1 , )II1 I IJlll 11 11 1 1 ! 11 ! 1 !! ! ! Il / 11 ! 000082.50 ]1111IL 1111 i it II I 1 Illi 1 111 j1h SE. OTHER SIDE _ .. . `C o ncilrw9m inTr9sPolity1no OwfdMIRRQR1poi DUAL|FYINGTRADF�(S) MIAMWADE MWIL DADS COUNTY RIORGMEMW MMUNOMW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (ICER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786),315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) .mianddade.eov/economy Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the' use of construction materials. The documentation submitted has been reviewed and accepted by Miomi-Dade County RER - Product Control Section 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 -Dad County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade ounty) 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 1 esting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within i their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "Eco -Guard 100" Aluminum Single Hung Window —I -M.I. APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco -Guard Series-100'Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12109, with revision B dated 01/11/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the AY iami-Dade County Product Control Section. 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, model/series, 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 Oficial. This NOA revises NOA# 12-0223.24 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. 13-0206.04 MIAMI DADE COUNTY Expiration Date: April 08, 2014 Approval Date: May 02, 2013 ,414 Page 1 r Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08, titled "Eco -Guard Series -100 Alum. S.I j. Wdw. (L.M.I.) sheets I through 6 of 6, dated 02/12/09, with revision B dated 91111/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading er FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and AS 202-94 along with installation diagram of a 106-1/2" wide x 76" high CO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engine ring & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and Sealed by Candido F. Font, P.E. (Submitted under NOA#09-0224.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2Q1-94 2) Cyclic Wind Pressure Loading per FBC, TAI+IS 203-94 along with installation diagram of a 106-1/2" wide x 76" high FCO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engine ring & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15, 2009, signed and sealed by Candida F. Font, P.E. (Submitted under NOA#09-0224.07) 3. Test reports on: 1) Air. Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-04 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0224.07) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 53-1/4" wide x 76-1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. B ETI -08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0224.07) E-1 Manuel Perez, P 1r, Product Controi(Exa er NOA No. l - 06.04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 Eco Window Sistems, LLC. NOTICE OF ACCEP'T'ANCE: EVIDENCE SUBMITTED C. CALCULA'T'IONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 01/30/12, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitter) under previous NOA#12-4223.24) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS i 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont D�Nemours & Co., Inc. for their "DuPont Butacite© PVR Interlayer" dated 09/08/1 l.. on 12/11/16. F. STATEMENTS 1.' Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.24) G. OTHER 1. Notice of Acceptance No. 12-0223.24, issued to Eco Window Systems, LLC for their Series "100 ECO -Guard" Aluminum Single Hung Window — L.M.I.", approved on 05/03/12 and expiring on 04/08/14. Manuel Pefez, P Product ControlExa finer f NOA No. 13-02,Q6A4 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 E-2 FALSE HMTI14S (SURFACE APPLIED) OPTIONAL ECO—GUARD SERIES -100 ALUMINUM SINGLE HUNG WMOW-- DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE 04CLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON NAILS. 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 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 REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 53 1/r • VLNI MUIR EQUAL LITES 0 W a 6` MAX. HEAD CORNERS �O Z FALSEHUNTIIS (SURFACE APF'LiED)- OPTIONAL TYPICAL ELEVATIONS TESTED UNITS \o\<, I-�f i THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE Wir REOUIRED. 53 1/8" WINDOW WID 47 3/8` DLO. (FIX. L 12' MAX. is if �t I II i it li II I if !1 It It i1 a 11 o 11 _p e0p t� it 1, I! Y li II j NO ANCHORS AT SILL D.L.O. (HENT) 50 3/16' VENT' MOTH UNEQUAL LITES (ORIEL TYPE) CITY 0 � c PRODUCT.REVLSED n o E d" cim ,LAD as tying with the Rath i 1v FLA. PE f 70592 Building Code c CAN 35 Acceptance No �( /� a 78tW71 Date 41iF' O �e ABy Yrl 'Dade ProdaciGolslfaf" drawing no. ``% W09--08 sheet 1 of 6 O A7Jw o t a Z ;' 3 _p e0p � I Q� a 6 i o u co �v W ° O to a O� a OaaA.� O °3'a Ito) .o w 4_ o J (5 Q nZI z ca int � N U W v in �J I In tiri W +a UJ �aQ o � n ttT 0 C) M m Z �tJi 3 z o 0 �� U =w w rn 0 � c PRODUCT.REVLSED n o E d" cim ,LAD as tying with the Rath i 1v FLA. PE f 70592 Building Code c CAN 35 Acceptance No �( /� a 78tW71 Date 41iF' O �e ABy Yrl 'Dade ProdaciGolslfaf" drawing no. ``% W09--08 sheet 1 of 6 1 1BY TYPICAL ANCHORS r ' � woon BUCK S££ ELEV. FOR SPACING METAL •TYPICAL ANCHORS &ICK v v Ld 1 STRUCTURE SEE ELEV. FOR SPACING W o WOOD R£ 4 °- 1 Q 'NYI MLAW-RADE COUNTY APPROVED ST I MUWON & MULLION ANCHORS coO a. - , - < a . % a a . • _ °- SEE SERARATE NOA t Z - -—} a IL m m oc fl © xm U lz Qotx u M s 9 TYPr-AL ANCHORS TYPICAL ANCHORS Q L Q Q 8 —� SEE ELEV. FOR SPACING 5£E ELEV. FOR SPACING QGO aj IL ; z10 I , �stoa; C ' ' 4 z WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. c MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. J in 12 TYPICAL ANCHORS SEE ELEv. FOR sPActm W 1 /4" DIA. TAPCON $Y 'ITW' (Fv=120 KSI. Fyb92 XSl) ts! = tAj 0 '¢ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES3-4 o� s 1-1/2- MIN. PENETRATION INTO WOOD W to o THRU 1 BY BUCKS INTO CONC. OR MASONRY Q o to .j z X , 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY g Z I t8 21 DIRECTLY INTO CONC. OR MASONRY 3 Z o f 1-1/2- MIN. EMBED INTO CONC. OR MASONRY c1 0 - t t) 114- DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) wLd am o t INTO METAL STRUCTURES IL t3 STEEL : 1/8" TI -IK. MIN. (Fy = 36 KSI MIN.) J _ ALUMINUM : 1/8" TRK. MIN. (6063-T5 MIN.) a (STEEL 1N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) m 2i 0 w 1 j4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090')" S ` e (NO SHIM SPACE) f = i TYPICAL EDGE DISTANCE _ T5 ; 18 INTO CONCRETE AND MASONRY = 2-1/2" MIN. N „ n f INTO WOOD STRUCTURE = 1" MIM. 2 2 a, CONCRETE f'c = 3000 PSI MIN. MASONRY f'm = 2000 PSI MIN. o Ft+gr JAVAp AtQdAD?RODUGTREVI.SED ea a o FrA P� 7t>792 m �'lyin Withdie Florida -4 •. CAN. 3538 Gtdlding Code o ;: a _ _ •, .. _ _ _ _ _ Acccl+fance Na J o D a SEALANT - a 2iiaf�v c Product Col7trol,- g . '- -. • _ .• � drOWirl 170. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH j -• . •,, W09-08 JOINT SEALER. sheet 3 of Fi T MIAN-DADE COUNTY TYPICAL_ ANCHORS v I17GM fkFYI RB$D. DESCRIPTION ?,tA7'ER61Ai, MANlr./SUPP7.IER/RSMAI2KS1 1 F HFAO-i6 -2 1 FRAME SILL 6061-T6 -z3 2 FRAME JAMB 6063-T6 - 4 FY104 1 FD(£D MTG_ ANL 6D63-76 - (� N 5 FY105 1 VENT TOP RAIL 6063-T6 - ( a0 o S FY114 1 VENT BOTTOM RAIL 6063-T8 - 113-1 v 7 FY107 2 VENT SIDE RAIL 6063-T6 - IL 8 FY108 AS R=. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - .� SA FY109 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - Q 9 FYI 16 2/VENi SASH STOP 6063-T5 - Q'0 > 01 12 SL203P 2/VENT SIYEEP LATCH, A7 12-1/2- FROM ENDS ZAMW SULLIVAN & ASSOC. O a Q Q 0 oo 12A T8 X 5/8' 2/ LATCH LATCH INSr. SSS �.� SMS y O re 14 8 X i" AS REOD. FRAME do VENT ASSEM�Y SCRELVS CRS PH SMS Q 3 G CRS PH SMS 1L Z g "0�' 14A #8 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS J 0 e) Q j 15 E207 AS REOD. 80TTOM RAIL SEN_ - SERIES 101 NEOPRENE ULTRAFAB Q m 16 E203 AS REOD. GLAZING BEAD B SANT0PRL7dE ULTRAFAS BUL 18 W23181 AS READ. FIN SEAL W%-rRtPPING - LILTRAFA9 H 19 FYI 17 4/ YENT SASH GUIDE CELCON iAdcM PLASTICS v 19A #6 X 3/8' 1/ GLADE SASH GUIDE INST. SCREW CRS OH SMS TYPE 8 J Co 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI ao 20A8 X 5/8' i/ BALANCE BALANCE Si. SCREW - P FH SMS tN= .n SILICONE FRANK LOwE "' tJ 21 - AS REOD. GLASS SPACER 22 - 1 5/16- SOX SCREEN - OPTIONAL � � 23 FY120 - FLUSH FRAME ADAPTER 6063 -TS OPTLONAi o rn a O n w n cn Z I, m U�� 1/4- Max. w W rn : ICAL ANCHORS SHIM ELEV. SPACING D BUCKS CML TYPICAL ANCHOM, SEE ELEV. FOR SPACING STRUCTURE PROJilCT REv1SM "I' t o w co�g1Y=nB -Y1Lh The Florida Q i3aiiding Code Lcccplaam No ., wi0n mtO "ami pDa& Product G�ontrool r;vi(ing no. 09 08 11 TYPICAL ANCHORS TYPICAL ANCHORS MIM–DADE COUNTY APPROVED SEE 0". FOR SPACING SEE EIEV. FOR SPACING IJULUON & MUWON ANCHORS SEE SEPARATE NOA --------------- N A �y � AIT. ALT. .o 1,4 MAX. O SHIMS ALT. a : Id • a , a TYPICAL ANCHORS ° SEE ELEV. FOR SPACING G .a ' a " 1 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr aAVAD -AKW PRODUCTR VISM CN- as complying with tato Florida fiA..PE 70592 numingoodc CAN: Acccptmaoctda f3 -t, J 13 I-cpirAion �c By rJ 17 TYPICAL ANCHORS SEE ELEV. FOR SPACING mium- ate Product trqY L U0 U W O l O 0 3 Q � N �o m ff 0 0 vo OILQ< 4 t— O m �z"a, .S t,ma Q w i i V �I Jin 3 to n 125 vi W r4j a w 8 ccn ! cp M N QLa OM a a m z� 3z o c�a 0 el t - N � G N o o � n S o drawing no. W09-08 FRAME HEAD F--1.202- 1 2. 10 I O FRAME JAMB .Oti2 2.1!38 1.375 � 1.001 � --�T.519 .394-.{ f .045 .803 050 1.422 O FIX. MEETING RAIL 1.047 1047 1.340 GLAZING BEADS o 1.434-1 1.250 _062 2.063 1.067 OSZ 1.140 .621 1.740 VENT TOP RAIL (7 VENT SIDE RAIL H O VENT BOTTOM RAIL P3 FRAME SILL )2 2..388--�j .062 Ij{ .500 0 --4 2fi11 23 FLUSH FRAhtE ADAPTER VENT CORNER DF—TAIE V� y„ co co �3 z 3 14 2 N o 0 OIL a MX U j% a &L G t a Uo �00: Q tL < g a 0'a t- 400 O m Q w3 L. z�=M_ Jacqa_j a��€r C3 0 a 3 (� GO W r3 14 < lLii t 3 O N Z_� 3z On E4r.. JAVAD AHMAD PRODUCT REMED N [ o t:wx as complying with the Norida PIA PE 1 70522 Building Code o c a r�: 353e '3-r p Acccptnooe He � s p Byon i)ate Dl4' c c o By Miami ade Product Control" f drowing no. W09-08 sheet 6 of 6 MIAMU�ADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 26" Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175--2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA} 1,tin:/�ww,�.lniniclade.gav/ecana�nv/ Mr. Glass Doors & Windows Inc. 7440 N. W. 66 Street Miami, F1.33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA--- Product Control Section 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 Miarni--Dade County Product Control Section (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 Gwithin their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 11MG-500" Aluminum Outswhrg French Door - L.M.L APPROVAL DOCUMENT: Drawing No. W11-40, titled "Series MG -500 Alum Outswing French Door (L.M.I.)", sheets 1 through 10.1 of 11, dated 07/20/11, prepared by AL-Farooq Corporation, with revision "A" dated 03/29/12, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATION: 1. The Single Door with Transom is limited to Maximum Design Pressure, DP =1 90 PSF; 2.. Only Single Door w/ High Threshold option item E--213 (part no. ES -9026) is rated for external Positive +120 PSF Water Resistant Rating. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, 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 NOA No. 11-0720.10 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 Jaime D. Gascon, P. E. MOA No. 12-0517.23 MIAMI DAOE COUNTY ... � , Expiration Date: October 13, 2013 Approval Date: August 23, 2012 t l2 Page I Mr. Glass Doors & Windows, Inc. • - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0720.10) 2. Drawing No. WI1-A0, titled "Series MG -500 Alum Outswing French Door (L.M.I.)", sheets 1 through 10.1 of 11, dated 07/20/11, prepared by AL-Farooq Corporation, with revision "A" dated 03/29/12, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per SFBC, PA 203-94 along with marked -up drawings and installation diagram of a' single (X) aluminum outswing door, issued by Fenestration Testing lab, Inc., Test Report No. FTL-5992, dated 09/09/09, re --issued on 02/02/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0720.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC, TAS 2.03-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an Alum. Outswing Entrance Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5554, dated 05/10/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 10-0301.03) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202--94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Alun. Outswing Entrance Door, prepared by FTL, Inc., Test Report No. FTL-5556, dated 04/27/08, signed and sealed by Carlos S. Rionda, P, E. (Submitted under previous NOA No. 10-0301.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 01/08/10, 06/15110, 11/02/10, 12/17/10 and last revised on 01/13/11, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 11-0720.10) 2. Glazing complies with ASTM E 1300-04 Johne D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0517.23 Expiration Date: October 13, 2013 Approval Date: August 23, 2012 E-1 Mr. Glass Doors & Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Enviroiunent, and Regulatory Affairs (PEP A). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 114624.01 issued to E.I.,DuPont DeNemours & Co., Inc. for their "DuPont Butacite© PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, dated 03/29/12, signed, sealed and issued by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL-5992, dated 09/09/09, re. - issued on 02/02/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA AYo. II -0720.10) 3. Proposal No. 09-0165 issued by Product Control, dated 07/02/09, signed by Ishaq Chwida, P. E. (Submitted under previous NOA No. 11-0720.10) 4. Laboratory compliance letters for Test Reports No.'s FTLr-5554, dated 05/10/08 and FTI -5556, dated 04/27/08, both issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 10-0301.03) 5. Proposal No. 07-4070 issued by Product Control, dated 02/22/08, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 10-0301.03) G. OTHERS 1. Notice of Acceptance No. 11-0720.10, issued to Mr. Glass Doors & Windows, Inc. for their Series "MG -500 Aluminum Outswing French Door - L.M.I.", approved on 08/18/11 and expiring on 10/13/13. Product Control Section Supervisor NOA No. 12-4517.23 Expiration Date: October 13, 2013 Approval Date: August 23, 2012 E-2 [S�H�UTTERMARE HARE RATED FOR LARGE do SM41 UISSfLE NMPACT. NOT REQUiRED. SERIES MG500 ALUMINUM OUTSW NG ENTRANCE DOOR SEE CHARTS ON THIS SHEET FOR DESIGN LOAD CAPACITY OF SSE DOORS WrrH OR WITHOUT TRANSOMS. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DOUBLE DOORS WITH OR WITHOUT TRANSOMS. DOORS CAN ALSO BE USED WITH SERIES UG5000 OR SERIES 9500 STOREFRONT SYSTEM UNDER SEPARATE APPROVAL. FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR DOOR MULLION CAPACITY AND ANCHORING REIOUW63AENTS. THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS OR STOREFRONT HOA WiLL APPLY TO ENTIRE SYSTEM. DOORS ARE NOT APPROVED FOR *tSTAL1ATKM WHERE WATER RESISTANCE iS REQUIRED EXCEPT SINGLE DOORS USING ES -9026 (HIGH THRESHOLD OPTION) IS APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOLUREMENTS OF THE FLORIDA BUILDING CODE INCLUD94G HIGH VELOCITY HURRICANE ZONE (HVHZ)_ ** 1UY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER WADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS HOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVPL- A LOAD DUIRATM II,1CREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT iii Utu9TED TO STM,/METAL SCREWS. THAT COME INTO CONTACT WiT1j THER DISSIMNLAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE- -FLORIDA BLDG. CODE SECTION 2003-.4. C4 0 47' CLUSTER OF 4 ANCHORS FOR ALL SINGLE DOORS TABLE TDOORS W AD SINGLE DOORS WITHOUT TRANSOM ( R WITH TRANSOM (O/X) DOOR DIMS. GLASS LOCKS HINGES DOOR Dims. TYPE 'A' TYPE W/'C' OPTION #1 OPTION X12 OPTION #S OPTION #1 OPTION #2 FRAME FRAME WIDTH HEIGHT EXT. W RMT. (-) EXT_ (+) EXT. (+) IST. (-) iNT. (-) EXT. (+) iNT. (-) FAIT. {+) OCT. (+) EXT. (+) INT. {-) INT. {-) INT. (-) 47' 98-1/2" 80.0 120.0 817.0 90.0 120.0 80.0 120.0 47- 110-1/2' 80.0 120.0 SOL 90.0 120.0 80.0 120.0 SEE SHEET 6 FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HINGES DESCRiPTION TABLE #2ANCHORS LOAD CAPACITY - PSF , SINGLE DOORS WITHOUT TRANSOM (X) OR W1mrH TRANSOM j0/X) DOOR DIMS. 1/2" SHIM SPACE 1/4" SHttd SPACE ANCHOR TypE 'B' ANCHOR TYPE 'C' ANCHOR TYPE 'A' ANCHOR TYPE 'B' ANCHOR TYPE 'D' FRAME FRAME WIDTH HEIGHT EXT. {+) INT_ (-) EXT_ (+) TNT_ {-) EXT. (+) WT. {-) EXT. (+) WT. (-) EXT. (+) iNT. ( ) 40-- 110-1/2" 1020 120.0 109.0 . - 120.0 120.0 47- 11 G- 1/2-1 87.0 115.0 93.0 117.0 120.0 SEE SHEET 3 FOR ANCHOR DESCRIPTION ttnt W"iIn TYPICAL// EL.EVA110N M F A4iam11 i3edo �? COtzt`°T SINGLE DOORS ulna OR WITHOUT TRANSQMS USE CHARTS AS WQt + OWS FOR THEONDING DOOR SIZE 1- FOR GLAS iY E. *EOM AND HINGE OPTIONS OBTAIN L 'CAPACITIES FROM TABLE 1. ` 2- FOR ANCHORS TYPE/SHlMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 2. 3- TRANSOMS FORSINGLEDOORS ARE LIMITED TO ±90.0 PSF THE LOWEST VAi.UES FROM STEPS 1. 2 AND 3 WILL GOVERN. 47' FRAME WIDTH 40` 4 1/2' MAX. r tn w SURFACE APPLIED zz FALSE MUNTINS cc 0 MAY BE USED v TYPE A. 8 OR C ANCHORS AT J_ STO. AND HIGH THRESHOLD. TYPE 8 dt C AT SADDLE THRESHOLD ACTIVE 1 32 15/16' m w DLL OPG. o 41 13/16 - LEAF WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC_ GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 CML FTA PE B 70592 _ CAN. 3538 , APR 5 2012 y ftV Z w QF a z m g � N Lz 0 o 4 IL �o O� 0o M pbQm Q O 401 �a aN taint• z m � � Q ZW52 n co Go Yom' o O � 2 Z � W Z r� ON � Ocot'1 co ze r7 0 r v Z�j � o CD 0 drowing no. W11-40 1 J J " n tt � li u / " D n o co j a tt I1 \ It u � u Ii --it Il(I-I j\ tn w SURFACE APPLIED zz FALSE MUNTINS cc 0 MAY BE USED v TYPE A. 8 OR C ANCHORS AT J_ STO. AND HIGH THRESHOLD. TYPE 8 dt C AT SADDLE THRESHOLD ACTIVE 1 32 15/16' m w DLL OPG. o 41 13/16 - LEAF WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC_ GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 CML FTA PE B 70592 _ CAN. 3538 , APR 5 2012 y ftV Z w QF a z m g � N Lz 0 o 4 IL �o O� 0o M pbQm Q O 401 �a aN taint• z m � � Q ZW52 n co Go Yom' o O � 2 Z � W Z r� ON � Ocot'1 co ze r7 0 r v Z�j � o CD 0 drowing no. W11-40 _DOUBIF DOORS WITH OR W11HOU173ml1w USE CHARTS AS FOLLOWS FOR THE CORRESPONDING ODOR SIZE 1- FOR GLASS TYPE, LOCK AND HINGE OklONS OBTAIN WAD CAPACITIES FROM TABLE 3. 2- FOR MMB ANCHORS, TYPE/SNWSPACE OBTAIN LOAD CAPAC91ES FROM TABLE 4. 3- FOR HEAD ANCHORS. TYPE/SHIUSPACE OBTAIN LOAD CAPACITIES FROM TABLE 5. 4- USE TYPE AA, BB OR CC ANCHORS AT -SAL AS APPLICABLE. SEE SADDLE SILL ANCHOR CAPACITY - SEE TAME 5A BELOW. ; THE LOWEST VALUES FROU STEPS 1. 2, 3 AND iv 4 WILL GOVERN. t TABLE #3DOORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (O/Xx) GLASS LOCKS HINGES DOOR DOLS. TYPE 'A' TYPE 'B'/'C' OPTION f OPTION X12 OPTION f3 OPTION #I OPTION #2 FRAME FRAME EXT. (+) W10TH HEIGHT NTT_ (-) EXT. (+) EXT- (+) WT. (-) INT_ (-) EXT. (+) fNT_ () EXT. (+) EXT. (+) INT. {-) WT_ (-) EXT. (+) WT. (-) 89- 98-'1/2" 80-0 90.0 80A 90A 90.0 80.0 90A 89- 110-1/2' 8" A0.0 80.0 80A 80.0 80m 90.0 �a a •• ♦rte_11112DIR L .ers TABLE #4 JAMB ANCHORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (O/XX ' DOOR DIMS. 1/2" SSIM SPACE 1/4- Sffi11 SPACE ANCHOR TYPE 'B' ANCHOR TYPE 'C' ANCHOR TYPE 'A' ANCHOR TYPE 'B' ANCHOR TYPE 'D' FRAME FRAME WIDTH HiEX;HT EXT. (+) BIT. (-) EXT. (+) INT. {-) EXT_ (+) SIT. (-) EXT_ (+) INT. (-) EXT. (+) INT. {-) 75' 110-1/2' 90.0 90.0 90.0 90.0 90.0 89' 110-1/2' 87A 90.0 90.0 90.0 90.0 SEE SHEET 3 FOR ANCHOR DESCRIPTION TABLE 15 HEAD ANCHORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (0/)M) SADDLE SLIL MEBORS CAPACITY 1/2" SHild SPA 3/8" SHIT SPACE Ile SHIM SPACE DOOR DIMS. ANCHOR I ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR TYPE 'H' TYPE 'C' TYPE 'A' TYPE 'B' TYPE 'C' TYPE A' TYPE '8' TYPE 'C TYPE 'D' FRAME WIDTH FRAME HEIGHT EXT. (+) EXT. (+) EXT. (+) EXT. {+) EXT_ {+) EXT. (+) EXT_ (+) EXT. (+) INT. (-) INT_ (-) INT. {-) INT_ (-) INT. (-) INT. (-) INT_ (-) iNT. (-) EXT. (+) INT. {-) 75" HEH21T 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 89' 98-1/2' 89.0 90.0 76..0 90.0 90.0 90.0 90A 90.0 90.0 75' 110-1/Z' 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 89' 110-1/2- 1 79.0 90.0 68.0 90.0 90.0 83.0 90.0 90.0 1 90.0 SEE SHEET 3 FOR ANCHOR DESCRIPTION SI M. t.tAr w �n ANCHORS AT SILL Lei �i 1�_Hk CLUSTER OF 4 AT 3- 0.c. TYPICAL ELEVATION TYPE W. 'B' OR 'C' AT STD. do HIGH THRESHOLD XX TYPE 'Er OR 'C' AT SADDLE THRESHOLD �OR SILL. ANCHORS MAY CONTROL ffi o�yi- vd& amFIodit SEE SHEET 3 FOR ELEVATION (OIXX) Bwldb3g Code AxcNb L.A. ` b NOTE: _ GLASS CAPACITIES ON THIS SHEET ARE 1 BASED ON ASTM E1300-04 (3 SEC. GUSTS) �� - PSF AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-OEC- 219 SEE SHEET 3 FOR ANCHOR DESCRIPTION N r. JAVAO AHMAD . C1VA FIA. PE i 7:592 CAN. X538 Elm ca ar w z 0 v �tj Z n O tLI 4 2 Of 0 to V IL 08 0 M o IL < O 3coM Q W3� e M.4 QW�1v m Z co v � � � 1 O ^ 0 � = t' C -3 O vv t-- xxgv 2 y lil R+- w 0 co m O n 5 M m `° M of to ^ �3J~ Co Z La C7 - M t O Ri! Im n m drawing �n/o- WI1-40 TABLE #5A SADDLE SLIL MEBORS CAPACITY SINGLE OR DOUME DOORS Wf1 M OR TTMOUT TRANSOMS ANCHOR ANCHOR DOOR DIMS_ 'TYPE 'B' TYPE 'C' FRAME FRAME EXT_ {+) EXT. (+): WIDTH HEH21T INT_ (-) INT. (-)` 75- 98-1/2" 86.0 90.0 88` 72-0 90.0 75" 110-1/Z' 76.0 90.0 89 64_O 86.0 SEE SHEET 3 FOR ANCHOR DESCRIPTION N r. JAVAO AHMAD . C1VA FIA. PE i 7:592 CAN. X538 Elm ca ar w z 0 v �tj Z n O tLI 4 2 Of 0 to V IL 08 0 M o IL < O 3coM Q W3� e M.4 QW�1v m Z co v � � � 1 O ^ 0 � = t' C -3 O vv t-- xxgv 2 y lil R+- w 0 co m O n 5 M m `° M of to ^ �3J~ Co Z La C7 - M t O Ri! Im n m drawing �n/o- WI1-40 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 89. - — — — — — — — — — 'E�.DO' FRAME MDTH nozil- �_'A._ Z/4-_ DIA ULTRACON 8Y (Fu=177 KSI. Fy=155 KSQ*ITO 8 28Y WOOD BUCKS OR WOOD STRUCTURES O.L OPG. OWITH 1-3/8" MIN. PENETRATION INTO MOOD 3" THRU 181' WOOD BUCKS INTO CONCRETE 4 1/2- MAX- }� lZil , I I WRH 1-1/4" MIN. EMBED INTO CONCRETE ' HEAD/SILL F F 6 CLUSTANCHER Q a o CORNERS � a DIRECTLY INTO CONCRETE WITH 1-3/8' EMBED) � � DOORS a� 0 � o DIRECTLY INTO C90 FLLED BLDCK (.IAMBS ONLY) _ ii ` WITH 1-1/4- MIN. EM8ED INTO MASONRY ( � � a it II '0'++ EDGE O Q ANQ71OR " O N INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO wOOD sTRucTURE_ 1' uIN.— Q�3-2N L — - — — _j i F �;E$ i /4" DIA KWiK CON 11_ BY 'HILTI(Fu-163 i(Sl, fy-157 KS1)� \ ,j c7 M 4 j J INTO 28Y WOOD BUCKS OR WOOD STRUCTURES t1 I I / < . \ '� Q z m F 1 ' WITH 1-3/8" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO CONCRETE � ---- ___WITH \ WITH 1-1 /4" MIN_ EMBED INTO CONCRETE ( � C > 1 � I \ v z cco E \ W DIRECTLY INTO CONCRETE WITH 1-3/8" EMBED) z g n � DIRECTLY INTO C90 FILLED BLOCK (JAMBS ONLY) I \ O o WITH 1-1/2- MIN. EMBED INTO MASONRYLd '` a / / ``' �` 3 v = o Ai _=====r =__= •' ____=_____ W L { ANCHOR EDGE DISTANCES o 11Lsi s INTO CONCRETE AND MASONRY 2-1/2" MIN. rn -- O F- C m L INTO WOOD STRUCTURE= 1' MIN- �� ' o c o 15" DIA ULTRACON BY 'ELCO(Fu=177 KSI. F -155 KSI)----- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-3/8" MIN. PENETRATION INTO WOOD 11 \ / C9 - r�i THRU 18Y WOOD BUCKS INTO CONCRETE � ii / � t1' WITH 1-1/4' MIN. EMBED INTO CONCRETE ( DIRECTLY INTO CONCRETE WITH 1-3/8' EMBED INACTIJE ACnvE DIRECTLY INTO C90 FILLED BLOCK (JAMBS ONLY) WITH 1-1/2' MIN. EMBED INTO MASONRY SURFACE APPLIED 32 15/16' 32 15/16"L I i L" mW W FALSE O.L. OPG. D_L MAY �S _ o ANCHOR EDGE DISTANCES 41 13/1 41 13/16" ' INTO CONCRETE AND MASONRY = 2-1/2' MIN. (AT HEAD/SILL) � LEAF TH LEAF 1MDTH I INTO CONCRETE AND MASONRY - 2-3/4" MIN. (AT JAMBS) INTO WOOD STRUCTURE= 1" MIN. ANCHORS AT Sift OF 4 AT 3" O.0 AL ELEVATION g L — —CWSTER — — TYPE 'A'. 'Br OR 'C* AT STD. do HIGH THRESHOLD — 'D {HEAD OR Jpi+ffi) (O/XX) TYPE 'B' OR 'C' AT SADDLE THRESHOLDTYPE iri n HEAD OR SILL ANCHORS MAY CONTROL c – J14 SMS OR SELF DRILLING SCREWS (Fu=92 KSI. Fy=120 KSI) I SEE CHARTS ON SHEET 2 FOR DOOR AND TRANSOM LOAD CAPACnY m D. INTO METAL STRUCTURES m c STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) FR0DLTCrHEViSM ALUMINUM 1/8' TI IK. MW. (6063-T5 MIN.) e+ vvith dw 1r7oa & (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) B.complyhm + 12 "r0S 1 Acxc3Ramx No • L ✓ Eat JAVAD- T�NMAD 7 ,iiCM o_ ANCHOR EDGE DISTANCES'J - RIA PE ! 70592 0 INTO METAL STRUCTURE = 1/2' MAN. CAN. 35M s: a L — — — — — — — — — ltdi=W Dada Control — — -j $ � CONCRETE AT HEAD. SILL OR ,IAMBS Vc = 3000 PSI MIN. C-90 HOtlOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. lx OR 2x WOOD BUCKS AND METAL STRUCTURES NOT BY MR. GLASS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND drawing no. TRANSFER THEM TO THE BUILDING STRUCTURE. W l 1-40 i TYPICAL ANCHORS TYPr-q SEE I FO w 2 N DIVOT HIND OPTIONAL Ti BUTT HINGE! PHOT HINGES : `- OPTIONAL TO ; BUTT HINGES _L B O ,1 =� NOT APPR'D FOR N WATER RESIST. �- -Ut - yU)a a I 1 i as oomoY-s ��"' "wa Building GO& Accoptnu= No 12- OGI tv�h'$mfDede �'a1 O APPR'D FOR WATER RESIST. (SNGLE DOOR ONLY) METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ES 90151 v ES -9026 L_' _- _ 3000 - • - ' 30D0 P51. MIN.,: • v. VV a • •FCJR SADDLE THRESHOLD USE ANCHOR TYPES EDGE DIST_ 'Ei OR 'C' ONLY HIQH THRESHOLD SEE ELEVATISPACING SEE SKEET 10.1 FOR DETAILS SADDLE THRESHOLD FOR SPACING AND LIMITATIONS RETE � u:w: \J ALTERNATE MIAMI–RADE COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING (JIMU tL I Z �3 i a _L Lu � N a IL0 -1 N 0-10 �u yU)a a Z�_ O a �in �m a aaQ M o NZ N 0 O {l. Z Q m � co .1 Z N 10 1 o O L Z n z Z � w tnal N� so cin m to M m U tn !7 1p N i 3 .r 1 O 1 . fi r W/ RIPPED LEG DOOR HEAD - SERIES–MG60OO FRAME OPTION - � n DOORS SHOWN WITH SERIES -9500 FRAMES o 0 CAN ALSO BE USED WITH SERIES—MG5000 FRAMES, m o HAVING CURRENT NOA. LOWER DESIGN PRESSURE c ` WILL CONTROL. �— Engr. JAVAD AHMAD h o CIVIL FLA PE70592 C.A.N= S g�g v Y $ o drawing no. wl 1-40 Whet 4 ofIO. p O �a • Ulf co • e - a h • IL ILo ��i �►t® �� j •r O � I a•� • h .- a e • p G� of - Mai i a R • • l � •1t �- romng no. •. . t :l M �� R �iQ o ►tom � t7tj�1 � � � ' �� ■�� iit ! � �__ __ _ =� - �� X11111 i t t its • t*f ' ai O m ® @ f� 'iiiiii► { r�x�r TYPICAL ANCHORS NS CONCRETE 3000 PSI 4 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TRANSOM SERIES—MG5D00 FRAMES OPTION *ftvvi(hftF,"lda tBCD& 17_ /le 0 TZ 3 Mit 75 1/2" MAX. 3 LOAD BEAMSNG SH94 SEE CHARTS - J SHEETS 1 do 2- TYPICAL ANCHORS - a � SEE ELEV. FOR SPACING 90 0 fL Gid U w a ,Q O � W •:3 *ftvvi(hftF,"lda tBCD& 17_ /le EXTERIOR TRANSOM JAMB SERIES--MG5000 FRAMES OPTION i r o F.nyr: J AO -*WAD CDA r FIA FF " 705A2 0 "� CA:H 3538 . c A drawing no. W 11-40 AP.R Jr Z��2 heet 6 of10.1 y. U " TZ 3 Mit Z n 3 J cl � N a � 90 0 fL Gid U i a EXTERIOR TRANSOM JAMB SERIES--MG5000 FRAMES OPTION i r o F.nyr: J AO -*WAD CDA r FIA FF " 705A2 0 "� CA:H 3538 . c A drawing no. W 11-40 AP.R Jr Z��2 heet 6 of10.1 y. U " TZ 3 Mit Z n 3 J cl � N a � 90 0 fL Gid U a O � 013 o13 O o cy Q � Ila 1Lzm 'o Q J 4t 7 EXTERIOR _ T3 1t5 U i 0 1 Z D.L OPG. v m o n 0 FRAME WIDTH a OO TRANSOM x 3 3 0 SERIES -0500 FRAMES � z j-3 cf) w w - o Otnm O cle M T7T9 (n v O M -7 }N�{ L r- sw- V! EXTERIOR TRANSOM JAMB SERIES--MG5000 FRAMES OPTION i r o F.nyr: J AO -*WAD CDA r FIA FF " 705A2 0 "� CA:H 3538 . c A drawing no. W 11-40 AP.R Jr Z��2 heet 6 of10.1 .090 4.970� 2.500 500 1-2-485-1 E1 DOOR HEADER Series MG500 F-2,500-1-354 200L 3.988 E15 JAMB FILLER jam -1953 25Q0 1.953 1-063 4970 ; Tt TRANSOM HEADER Series 9500050 ALTERNATE OPTION (Series S-MG5000) uTyp. o 3 Z � J w O 74 Q 0. �` O O v O w�-' O b -t O � V 00: m i Q Q 0 .5 r. 4 I IX 0 m to N O LU Ear. z (A _ � J Z OM1 j Q LZU .070 460 I .190 -920 E2t DOOR STOP 4.968 1.750 2-750 078 �' f0 }� -3.984 TRANSOM HEAD S-MG5000 200 2500 5.000 _ 190 110 1.t 10 E3 DOOR JAMB Series MG500 .220-�{ II - 500 OJ 1.000L DOOR STOP COVER 2232-�j 110 rrp 3.937 4.874 L2-137 .320 E4 TOP RAIL 3 984 .127 2� .127 1.750 078 4.968- Te HORIZONTAL AT DOOR S-MG 289 _ 060 �1.118M- T4 .HEAD COVER 2.032 200 1.117 959 _ 4 1-000 TRANSOM T10 GLAZING ADAPTER 3.383 -320 2.250$ 3.500 4.422 E6 - HINGEfLOCK STILE 1.681 512 -625 E10 CORNER BLOCK Z civ - w 0 O to 11 0 z Z 0 3 a O: O CD co 0 to co 4(0 `� o ZJZ1; -0 � - C) c O 5 s �32 n�r"'- _ 1.000 1-000 2.905 1 317 -0[� 07o T2 TRANSOM ADAPTER i .810 .070 TYP. t150 �-ZOGO-J E18 CLOSURE DOOR STOP 1.750 .206 `"j .578 �� ff i T1F 156 I .094 1 3.736 Typ 3.229 5.000 _750 JAMB FILLER S-MG5000 TRANSOM JAMB S-MG500 320--1- 110 TYP. 5.000 ' 7.437 s5oo 2.232 BOTTOM RAIL 4-374 3 436 110 �910� .960 1.000 �f 060 1.000 T3 TRANSOM GLASS STOP .320 2250 .125 150 s.a36 p MEETING STILE - INACTIVE LEAF 0 L w � a v m g m " G n c < 835F �w 1.427 060 1-283 E9 C'S STOP .320-�{ .250 J 1.427 283 GLASS STOP E9•t (SL. � GLASS) 1,7116 os2 TYP- -� 1.117 1.000 O TRANSOM GLASS STOP S -MG 1.746 , .603 .060 1.972 two DOOR SWEEP -� -654 1.950 1.332 Et 1 CORNER PLATE 4-374 3.436 .110 320 2.250 .125 150 3.436 MEETING STILE - ACTIVE LEAF 1.141 .125 1.950 1.203 E14 LOCK BACK UP PLATE n c n 0 o a a a 2 .445 .500 -122 a. 4.933 THRESHOLD E2. ES9014 .12Z SEE SHEET NIGH THRESHOLDDETAIL 10.1 FOR EnJAM Ar11eAo v, FLA.L70592 CAN. 38m AP 15 2012 as Complying vhtb the Florida DNo W -F j �miam2i,�Pr oduct c�� 500 4500 ALTERNATE THRESHOLD E2." ES9015 drawing no. W11-40 heet 7 ofi 0. ITEM i PART it QUANTITY DESCMPY70N MATEMAL MANE./SUPPLER/REMARKS El ES9012 1 DOOR HEADER 6063-T6 - E2 ES9014 1 STANDARD THRESHOLD 6063-T6 - E2A ES9015 i SADDLE THRESHOLD 6063-T6 - E29E ES -9026 1 HIGH THRESHOLD 6063-T6 - E2C ES -9027 1 THRESHOLD COVER 6063-T5 - E3H ES9013 2 DOOR JAMB - HINGE 6063-T8 - E4 ES9001 2 TOP RAIL 6063-T5 - E5 ES9002 2 BOTTOM RAIL 6063-T6 - E6H 69003 2 HNGE/LOCK STILE 6063-T5 - E7 ES9006 1 MEETING STILE - INACTIVE LEAF 6063-T5 - ES ES9007 1 IIEETNG STILI: - ACTIVE LEAF 6063-T5 - E9H £S9004 4 HORIZONTAL GLASS STOP 6063-T5 - E9V ES9004 4 VERTICAL GLASS STOP 6063-T5 - 0.1 ES -9029 4 GLASS STOP (WSUL LAM. GLASS) 6063-T5 - E10T ES9008 4 CORNER mbm -Top 6663-T5 - £lOB ES9008 4 CORNER BLOCK - BOTTOM 8063-T5 - EIIT ES9009 4 CORNER PLATE - TOP 6063-T5 - E11B ES9009 4 COQ PLATE - BOTTOM 6063-T5 - E12 E59010 4 SUPPORT ANGLE 606375 3/4' X 1 X 1/8' X 9' LONG E13 £58011 AS ROD. HINGE BACKUP PLATE REINFIORCEMENT 606375 - E14 ES9020 1 LACK BACKUP PLATE REINFDRCEMEHT 6063-T5 - Els ES9016 AS ROD. JAMB FAL-ER 6063 -TS - E16 ES9017 AS TDD. REINFORCEMENT 6063-T8 - E17 E54021 1/ CLOSER CLOSER SUPPORT CUPS (PAIR) 6083-T5 - E18 ESS022 1 CLOSER DOOR STOP 6083-T5 - E19 ES9023 1/ CLOSER CLOSER COVER PLATE 6063-T5 - E20 69005 DOOR SWEEP - - E21 ES9051 DOOR STOP - - E22 ES9052 DOOR STOP COVER - - M1 28 112 x 1' P.H. ST/ST SMS - - M2 AS ROD. 112 - 24 x 1/2' F.H. ST/ST MS - - M3 188 - 32 x 1/2" P H. ST/5T MS - - M4 16 3/8" - 16 x 1' HEX. BOLT - - MS -G0 AS 12Hi3. WEDGE GASKET EPDM DUROMETE3I 70 M6 G500 AS-RQD. SPACER GASKET EPDM DtKOMETER 70 M7 AS ROD. BULB VINYL, BASE-POLYPROPILENE. BULB-TPE - ULTRAFAB. DDROMETER 73 M8 ESUG500-81 8 SETTING BLOCK EPDM OUROMETER 80 #9 AS RQO. HINGE 4 1/2' x 4' - - mm AS RDD_ OFFSET PPJOT MGE ALUt A UU - U12 1 3 POINT LACK - - M13 1 KEY CYLINDER - - U14 1 TiX%ABTURN - - M15 1 2 POINT LOCK - - M16 1/ LEAF DOOR CLOSURE - - U17 2 PUSH - PULL - - U19 W13273NK AS RQD. POE - HEADER - - U20 W23451NK AS RQD. PILE - MTG STILES - - M22 - 1/ CLOSER CHM14 I. SPACER 5/8' X 1-3/4" - - U23 2 THRESHOLD CUP - - U24 AS RQD. STRUCTURAL SLKXX'IE - - M25 AS ROD. SILICONE - - M26 2/ CLOSER 1/4 - 20 x 2' HEX BOLT - - U27 3/ CLOSER 110 x 1' P.H. ST/ST SMS - - bA28 6/ CLOSER 110 x 3/4" F.H. ST/ST SMS - - M29 3/ CLOSER 110 x 1' F.H. ST/ST SMS - - U30 AS RAD. 18 x 1 1/2" FJL ST/ST SMS - - M31 W7 -1351W AS RQO. PILE - DOOR SWEEP - - U32 W13275W AS ROD. PILE - HEADER - - TISM IF PART # QUANTITY DESCRIPTION MATERIAL MANY./SIIlTL &/RBMARILS T1 ES9506 TRANSOM HEADER Series 9500 6063-T6 - T2 ES9019 TRANSOM ADAPTER 6063-T5 - T3 ES9018 TRANSOM GLASS STOP 6063-T5 - T4 ES9502 HEAD COVER 6063-T5 - MT1 110 x 1/2' F3 -L ST/ST SMS - - UT2 TRI( GASKET SILICONE - MT3 INTERIOR SPACER 1/4' x 1/4' FOAM - MT4 SETTING BLOCKS 1/16' x 3/4" EPDM DUROM£?ER 65 T5 ES8005 AS REOD. TRANSOM FIEAD S-MG5000 6005 -TS - T6 ES8Oi3 AS REOD. HORIZONTAL AT DOOR S -48G5000 6005-T6 - T7 E& 12 AS READ. TRA1dSOM JAMB S -MG 6005=T6 - T8 E58003 AS REOD. JAMB FILLER S-MG5000 6005-T5 - T9 ES8006 AS REOD. TRANSOM GLASS STOP S-MG5000 6063-T5 - T10 ESM14 I AS REQ -01 TRANSOM GLAZING ADAPTER 6063-T6 - q- LD Of 1/4' HEAT STREN'O GLASS 1/4' HEAT STREN'D GLASS 040' INTERLAYER .090' INTERLAYER BUTACTTE PVB SENTRYGLAS BY `DUPONT' BY 'DLIPONT' 1/4' HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS SLLICONE r SILICONE DOPY CORNING 983 m DOW CORNING 983 DOW CORNING 735 m OOZY CORNING 795 W W` � GLASS TYPE 'B' GLASS TYPE 'A' 9/16' OVERALL /4' TEMP. GLASS 3/8' AIR SPACE T-3/16' HEAT STREN'D GLASS .090' INTERLAYER BUTACTTE PVB BY *DUPONT* 3/16' HEAT STREN'D GLASS SILICONE DOW CORNING 983 DOW CORNING 795 1 E9 o w W -- GLASS TYPE 1-1/8" OVERALL GLAZING OPTIONS 9/16" OVERALL onmpiynag wish dtc Fb11da BA Na"ost7,2 B xAiat4li Prodad f/mirol . - En4r. JAVA0 AHMAD CML FIA PE- / 70592 CAN. 3538 APR 2012 V` 1 z n 3 O �2 im CL NCL I n O C O J C a� A O� vo ap,M C jL I 0 m Q wO m �LL n ts.z�_ J0 ¢ j <Z TI � w U � _Z m dkz 12 1 q o g n O � 3 o Oc�oa'o $[O�m Z U- Y1 C9 ' roi O < w d' Q (yam A , O ^ n e e drawing no. W11-40 LOCKS: (See Toble 11 or #3 for Load Copocities) OPTION #I. - CONCEALED I: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' 11285 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) 114 X 1- HH SELF DRILLING SCREW AT ONE END AND (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER ENO OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE 8Y 'ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) 110-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2)- #10-24 X 1/2" FH MACHINE SCREWS AT OTHER END OPTION #2: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY _ 'JACKSON PANIC SYSTEM' #2086 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY . 'DOR-O-MATIC' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #12-24 X 1/2" FH MACHINE SCREWS AT ONE. END HINGES: (See Tobje #1 or #3 for Lood Capocities) OPTION # I .- OFFSET PIVOT HINGES ALUMINUM AT TOP AND BOTTOM FASTENED TO FRAME AND THRESHOLD WITH #10-24 X 1/2- FH THREAD CUTTING SCREWS (2) AT THRESHOLD, (2) AT JAMB BOTTOM (3) AT FRAME HEAD HEAVY DUTY BRASS OR BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH (4) 1/4-20 X 5/8' MS EXTERIOR 4 OPTION #2: 4 X 4-1/2- ST_ STEEL BALL BEARING BUTT HINGES LOCATED AT 11' FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12-24 X 1/2' FH MACHINE SCREWS PER HASP OPTION #3: AC _ LEAF' KEY OPERATED THREE POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) #12-24'X 1/2" FH MACHINE SCREWS INACTNE LEAF; MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK SOLE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) #8-32 X 1/4" PH MACHINE SCREWS 3/8- Hoc STEEL TIP BOLT GUIDE STEEL ROD WfTH THREADED ENDS THRESHOLD BOLT 4ftu Z ti O_ 1- g Of IL oad � .A p 08 �o D o 0a<oat 0;21 o a Q us ;I Z Q w� Z co t 0 O a � n Z a W cn tai yy I� Qx W N N x O to co � $td aNO � M a 3 Z �' h = C90 -+9i W v ck: Q w r- M. fl - to En9r JAVA_ M_ MAD. n o CSL i o FTA PE$ 70592 c M CA_,._ �R dfl a u A r>Q i drawl no il-I& . W 11--40 AP 2 5 2Q12 Deet s of10. TOP RAIL WELDED TO, VERT. STILE M2 I 7u/ BOTTOM RAIL ' 1 WELDED TO VERT. STILE ZA-MOROX4141:42M ul 170-24 x 7/2" I FH THREAD , CUTTING SCREWS r, N2 PIVOT THRESHOLD QQRNER -THRESHOLD CORNER Esyr. tvt 1jl�dhp- CWL FLA PE i 7,0582 . � 1 c.A.H. 3538 i3 APR6 2012 i a o � 33 1 � 3 D O W b w V drawing no. W11-40 heet !9-0 f10_ t a � r � 72 a Z O a �o o O; .. Lo 06 V a o�� IT o 0 IL 11�� -1n CUTTING SCREWS �-- Lal. z C33 o J©N�NQ � amvZ U 'r Z N \ v CO Ia 1 n d S 0-3 Z � � � 3 Z 0Nto.0 N C:, co r7 °° � Z 2 En Q v IOt BJ Q W �� pDry�� !�- -THRESHOLD CORNER Esyr. tvt 1jl�dhp- CWL FLA PE i 7,0582 . � 1 c.A.H. 3538 i3 APR6 2012 i a o � 33 1 � 3 D O W b w V drawing no. W11-40 heet !9-0 f10_ 0 S N W W � x w -t ua I rrI t u7 O ut I M31 ' ............ ....................... CONCRETE 3000 PSI IPL.. a £ • a ° HIGH STRENGTH GROUT v POURED do HARDENED rc w 5000 PSI MM. TYPICAL ANCHORS NOT BY MR. GLASS SEE ELEVATIONS MUST TRANSFER SHEAR FOR SPACING LOADS TO STRUCTURE HIGH THRESHOLD OFMON APPROVED FOR WATER RESISTANCE WHEN USED WITH SINGLE DOORS NOT APPROVED FOR WATER RESISTANCE WHEN USED WITH DOUBLE DOORS 1.9031 .374 1 .100 C) THRESHOLD COVER `l ES9027 C E2e HIGH THRESHOLD M026 rRQDUC REIItSED - a6 Comkkw wia, the Fleft BuilActe to Cade ' anoc No Miami Dade Product Hi— I HKtSHVj�1 GVKIVt.K Erwr -JAVAD •AHIdW CML FLA PET 70582 CAN. 3538 AP .2 a; 2012 cz o I Z a 3 50 c Z �z C4 o WO U x0 0o v v: M CfIx o DILQa5 �0y-a��I ii a N Qm3Im in 0i19 gg o J jz Qw Z O 3 n z w sof I-- co o O IV) � to r7 m Co M o G7C'4 - 2E J Z C9 - e4i Q w E r Jig. milli � • o o n a e n v v drowing no. W11-40 ;heet t0.1 of 10. MIAMI-�IADE Qaaww BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION - NOTICE OF ACCEPTANCE (NOA Mr. Glass Doors & Windows, Inc. 7440 NW 66 Street Miami, FL 33166 MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 1 805 SW 26" Street, Room 208 Miami, Florida 33175-2474 T (786)+315 2590 F(786)315-2599 SCOPE: This NOA is being issued under the applicable rules and regulations governin the use of construction materials. The documentation submitted has been reviewed and accepted by Mi mi -Dade County BNC- Product Control Section 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 Section (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 esting and the AHJ may immediately revoke, modify, or suspend the use of such product or material withi a their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable t uilding code. This product is approved as described herein, and has been designed to comply with tae Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11MG-4500" Aluminum Storefront System -N.I. APPROVAL DOCUMENT: Drawing No. W10-75, titled "MG -4500 Aluminum Flush Glazed System (N. I.)", sheets 1 through 9 of 9, dated 10/15/2010 with revision "A" dated 09/11/2011, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LIMITATIONS: Miami -Dade County Product Control Approved External Shutters Or Protective Devices Shall Be Required. LABELING: Each unit shall bear a permanent label with the manufacturer's name o',r logo, city, state, model/ series 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 a distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MiaMt•oaoaCOUNT�r NOA No. 11-0720.08 • • • •, , tie tt Expiration Date: October 06, 2016 Approval Date: October 06, 2011 Page 1 Mr. GIass Doors & Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10--75, titled "MG -4500 Aluminum Flushlazed System (N. 1.)", sheets 1 through 9 of 9, dated 10/15/2010 with revision `A" dated 09/1.4!2011, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading p'pr FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-4 4) Forced Entry Test for Side -Hinged Door SrETI-09-2549 s, per FBC 24113.2.1, TAS 202-94 and perA 1304--02 along with marked -up drawings and installation diagram oefront, prepared by Hurricane Engineering & Testing, Inc., Test Reports HETI49-2545, HETI-09-2546, HETI-09 2547, HETI-09-2548, and HETI-09-2550, dated 09/16/2009, signed and sealed by Cand do F. Font, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FPC -2007, prepared by - Al Farooq Corporation, dated 03/31/2011, signed and sealed bJavad Ahmad, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None. ' F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007/ 2010, dated 09/28/2011, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 09/27/2011, signed and sealed by Javad Ahmad, P. E. 3. Laboratory compliance letter for Test Reports No.'s HETI-09-2545, HETI-09-2546, HETI-09-2547, HETI--09 2548, HETI-09-2549 and HETI-09-2550, issued by Hurricane Engineering & Testing, Inc., dated 09/16/2009, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0989 issued by Product Control, dated September 26, 2008, signed by Ishaq Chanda, P. E. G. OTHERS 1. None. �- Jai� chin, P. E. Product Control Section Supervisor NOA No. 11-0720.08 Expiration Date: October 06, 2016 Approval Date: October 06, 2011 E-1 D.L OPG D.L. CPG. D.L. OPG. SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 to z z �0 F I I Of (4) ANCHORS WE- 'S------ J _(3) ANCHOTYC B' 1 I Li f _ (2) ANCHORS TYPE 'C' ! / V) f AT HOWL ENDS t t t / � I N 0 1/ 1 Oa = � i / Xx , W N V) tt`si 1 co C3 t N IL U) /, 1 I SEE SEPARA)E j DOOR NQOk \ s f FOR DOOR RATRW CI I AND DETAILS 4' MAX.-- ; 9-1/2- ! — CORNERS T-3' I MAX. / I HEAD/SILL _DOOR MULLION ANCHORS 2. 3 OR 4 ANCHORSSEE SHEET 6 AT EACH SIDE OF MULLION--., SEE SHEET 5 FOR CAPACITY TYPICAL ELEVATIONS SIG -4500 ALUhffNUM FLUSH GLAZED STOREFRONT SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH M1AM1—DADE COUNTY APPROVED FRENCH DOORS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE -REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN 'DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 'OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (MUZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, 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 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 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. �Il��Ii�PIF► SrEp 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HWHT, WIND ZONE _ ___— tom— N� appt x�gBLe esr_F � craninarzi� STEP 2 SEE (KARTS ON SHIN 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. SS7rEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING ARID HEIGHT USING CHARTS ON SHEETS 3 do 4 FOR STOREFRONT MULLION AND SHEET 6 FOR DOOR MULLION. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STM 4 USING -CHART ON SHEETS 5 SELECT ANCHOR OPTION WITH DESIGN RATING 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. D.L. OPG. N SEE SHEET 2 m� m az 0 S z 0 D a � oy N 7 .- Q - C 0 S z 0 1 1 i 7 i 1 1 4 wx HEAD/SILL MAX CORNERS 3' HEAD/SILL THIS SYSTEM IS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENT'S. THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. . A . . EnQf:.IAV� . • ��Cli � OOII11)Lyr� !w►�IQ FLA 1&62 Fkuidao CAK 06 I�OAiq $y S Z N — rb O t 0 � z 3 mg to ° co m � 0t z to o �3 t �Og � t Q 0 0 � O t o S 0 b a UOL! drawing no. W10-75 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. 1/4" TEMP. GLASS D.L O. WIDTH D.L.O. H 3GHT D.L.O. HEIGHT 22-1/4" 28-1/4" 34-1/4' 40-1/4' 46-1/4' 52-1/4' 58-1/4' 64-1/4' 68-1/2" 210.0 210.0 198.1 184.3 176.6 167.4 156.2 144.4 22-1/4" 28-1/4' 34-1/4" 40-1/4' 46-1/4" 52-1/4' 58-1 /4." 74-1/2" 210.0 210.0 179.7 164.9 1592 153.1 145.4 22-1/4" 28-1/4' 34-1/4" 40-1/4' 46-1/4" 52-1/4' 58-1/4" 80-1/2' 210-0 210.0 165.9 149.0 143.9 140.3 1352 22-1/4 26-1/4" 34-1/4` 40-1/4' 46-1/4" 52-1/4' 86-i/2" 210.0 208.9 155.6 136.2 130,0 128_0 22-1/4- 28-1/4' 34-1/4' 40-1/4" 46-1/4" 92-1/2' 210.0 204.8 148.0 126.0 11$.8 22-1/4" 28-1/4 34-1/4' 40-1/4" 46-1/4" 94-1/2` 210.0 203.3 146.4 123.4 1162 GLASS LOAD CAPACITY - PSR NOMINAL DIMS. 1/4" TEMP. GLASS D.L.O. WIDTH D.L.O. HEIGHT EXT.(+)/INT-(-) 22-1/4" 28-1/4- 34-1/4" 40-1/4" 46-1/4" 98-1/2" 210.0 201.2 142.8 118.3 109.6 22-1/4' 28-1/4" 34-1/4' 40-1/4" 104-1/2" 210.0 197.6 139.3 112.1 22-1/4' 28-1/4' 34-1/4" 40-1/4' i10 -i/2' 210.0 194.0 136.2 107.5 22-1/4' 28-1/4' 34-1/4` 40-1/4- 116-1/2" 210.0 190 134.1 103.9 c c NOTE- INTERPOLATION OTEINTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. LOADS SHOWN IN CHARTS ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. UMIT EXTERIOR LOADS TO +60.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). z m TEMP. GLASS GLAZING DETAIL 17iNl07N WIDTH mi RK #70592 CAN. Aare ops o= i= o NOTE- INTERPOLATION OTEINTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. LOADS SHOWN IN CHARTS ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. UMIT EXTERIOR LOADS TO +60.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). z m TEMP. GLASS GLAZING DETAIL V Of Lo L n I o_ Z 3 Oz Qw N ' a O o O �'d m O O � jL 0 O °3fc-0a QO m3U {L zto=°w J oma � Qzw v Z N co � Z 3 = w N O N to co O to •- z O Zo o �3 t CD g� GLASS �ixu _o 71yin$WIdl1}4i � 9 4 xo m drawing no. W 10-75 sheet 2 of g FjiQr. JAYAD AHadAOAM mi RK #70592 CAN. Aare Nw %p$1'2 V Of Lo L n I o_ Z 3 Oz Qw N ' a O o O �'d m O O � jL 0 O °3fc-0a QO m3U {L zto=°w J oma � Qzw v Z N co � Z 3 = w N O N to co O to •- z O Zo o �3 t CD g� GLASS �ixu _o 71yin$WIdl1}4i � 9 4 xo m drawing no. W 10-75 sheet 2 of g MULLION 'ML' MULLION 'M2' MULLION 'M3' MULLION LOAD CAPACITY - PSF WITHOUT UMRMEDIATE HORIZONTALS NOMINAL DIMS. MULLION MI. MULLION `M2' MULLION 'M3' MULLION 'MV WIDTH (W) FRAME EXT.(+)/INT.(-) EXT.(+)/1NT.(-) EXT.(+)/INT.(-) EXT.(+)/(NT.(-) 24" W. 36' 42' 48" 54" 60" 66' 72' W. 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130. 130.0 24" 30" 36" 42' 48" 54" 60" 66" 72' 66' 130.0 130.0 130.0 130-0 130.0 130.0 130.0 130.0 130.0 130.0 130_0 130.0 130.0 130.0 130.0 130.0 127-0 130.0 130.0 130-0 120.6 1242 130.0 130.0 116.4 120.0 130.0 130-0 115.0 118.4 130.0 130.0 - - 130.0 130.0 24" 30' 36' 42" 48" 54" 60' 66' 72' 72' 130.0 1304 130.0 130.0 130.0 130.0 130.0 130.0 127.3 130.0 130.0 130.0 112.8 1165 130.0 130.0 102.8 106.1 130.0 130.0 95.9 99.0 130.0 130.0 91.3 94-3 130.0 130.0 - - 130.0 130.0 - - 130.0 130.0 24" 300" 36" 42' 48" 54" 60" 66" 72' 78" 130.0 130.0 130.0 130.0 124.4 128.8 130.0 130.0 106.0 109.8 130.0 130.0 93.4 95.7 130.0 130-0 84.5 875 130.0 130.0 782 81.0 130.0 130.0 - - 124.5 123.7 - - 119.4 118.7 - - 116.5 115_7 24' 30" 36' 42" 46" 54' W. 66' 84' 130.0 130.0 130.0 130.0 105.6 109.6 130.0 130-0 89.7 93.1 130.0 130.0 78.7 81.7 130.0 130.0 70.8 73.5 120.7 119.9 65.1 67.5 110.9 110.2 - - 103.7 103.1 _ - - 9&6 98.0 24' 30' W. 42' 48" 54" 60" �, 111.8 111.1 130.0 130.0 90.6 90.3 130.0 130.0 76.8 76.0 130.0 130.0 672 67.4 115.4 114.7 60.2 60.7 103.5 102.8 - - 94.6 944 - - 88.0 87.4 MULLION 'ML' MULLION 'M2' MULLION 'M3' MULLION LOAD CAPACITY - PSF iYITiiOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. MULLION 'Mi, MULLION M2' MULLION `M3` MULLION `M4' WIDTH (W) FRAME HOGHT EXT.(+)/INT-(-) E)(T.(+)/INT.(-) EY.T.(+)/INT-(-) EXr.(+)/Kr.(-) 24' 30' 36" 42" 48' 54' 60' 96" 92.9 91.2 130.0 130.0 75.4 74.0 130.0 130.0 63.9 62.8 1152 114.5 56.0 55.0 100.5 99.9 502 49.3 89.8 89.2 - - 81.8 81.3 - - 75.7 75.2 24' 30' W. 42" 45' 46-1/2" 48' 54' 60" 97-3/4' 879 86.3 130.0 130.0 71.3 70.0 1304 130-0 60.4 59.3 111.0 110.3 52.9 51.9 96.7 96.1 49.9 49.0 912 90.6 48.6 47.7 88.7 88.1 - - 86.3 85.8 - - 78.6 78.1 - - 72.7 72.2 24" 30" 38" 42' 48" 54" 102' - - 130.0 130-0 - - 120.3 119.6 - - 101.6 1009 - - 88.4 87.8 - - 78.7 782 - - 71.5 71.0 24' 30' 36' 42' 48" 54' 1 OE„ - - 130.0 130.0 - - 107.0 106.3 - - 902 89.6 - - 78.3 77.8 - - 69.7 692 - - 63.1 62.7 24" 30" 36' 42' 48" 114" - - 118.8 11&0 - - 95.8 952 - - 80.6 80.1 - - 699 69.5 - - 62.1 61.7 24' 30" 36" 42' 48' 120" - - 107.1 106.4 - - 86.3 85.7 - - 72.5 72.1 - - 82.8 624 - - 55.7 55.3 MULLION 'ML' MULLION 'M2' MULLION 'M3' 8 Engr. JAVAO AI *MAD Approved as emnoybS %ft g" CML f0A PE • 7059 ro vL Dater c v � a HY drawing no. ' Wl 0-75 MULLION `M4, I ` �� • sheet 3 of 9 I 0 zd z E- uj m air 1 0 Q 2 N nl. O o 0 pW �� lu W1 W2 Wi I 015 4 s�o WIDTH 00 = W1 + W2 c'OK>m o C a Q e 2 aijhOI C) O m Ir Q ut3ii m LOADS SHOWN IN CHARTS ARE FOR INSTALLATIONS WHERES i N a J Q WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXTERIOR LOADS TO +60.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. - V Z C4 1 0 W 3 u' p D u O�i Z e9i a � 3 t,t co Osco ro 2 z to cacoLr-o O in r 3�� to ^ z M Q �. 3 � �•tQ, z is! ti•t M z O F � IID. i; �w Z? 8 Engr. JAVAO AI *MAD Approved as emnoybS %ft g" CML f0A PE • 7059 ro vL Dater c v � a HY drawing no. ' Wl 0-75 MULLION `M4, I ` �� • sheet 3 of 9 MULLION 'Ml' MULLION 'M2' MULLION 'M3' MULLION 'M4' .• Engr. JAVAO'At�l CML FLA."PC, A •70.592 CAN. 3$38 41. DOORS NOT PART OF THIS NDA. 'oi c sm wi + wz MULLIONS 1 � o 0 I�-L3 �,�g�Ylmilltr a : � r n r e a O4 A# t By drawing no. W10-75 sheet 4 of 9 MULLION LOAD CAPACITY - PSF WITH U TERMEDIATH HORIZONTALS NOMINAL DIMS. MULLION 'Ml' MULLION `10. MULLION 'M3' MULLION 'M4' WIDTH (W) FRAME HOGHT EXT4+)1lNT.(-) EXT.(+)/INT.(-) IX7:(+)/INT.(-) EXT.(+)/INT.(-) 24" W. 36" 42' 48" 54" 60' 66" 72' 60" 1.30 .0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1341.0 130.0 130.0 130.0 128.8 130.0 130.0 130.0 114.5 117.6 130.0 130.0 103.1 105.9 130.0 130.0 93.7 96.3 130.0 130.0 85.9 882 130.0 130.0 24" 30" 36 42' 48" 54 60" 66" 72" 66' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 9380 130.0 130.0 120.4 124.1 130.0 130.0 105.4 108.6 1380 130.0 93.7 96.5 130.0 130-0 843 86.9 130.0 130.0 76.6 79.0 127.0 126.1- - - 116.4 115.6 24 W. 36' 42' 48' 54" 60" 72" 130.0 130.0 130.0 130.0 130.0 130-0 130.0 1300 1165 120.8 130.0 130.0 100.2 103.5 130.0 130.0 87.7 90-6 130.0 130.0 78.0 80.5 130.0 129.5 70.2 72.5 117.3 116.6 106.7 106.0 97.8 97.2 24' 30" 36" 42' 48" 54" 60' 66' 72' 78' 130.0 130.0 130.0 130.0 118.4 1226 130.0 130.0 98.7 1022 130.0 130-0 84.6 87.6 130.0 130.0 74.0 76.6 125.0 1242 655 68.1 111.1 - 110.4 - - 100.0 99.3 - - 905 903 r - - 83.3 828 24" 30" 36" 42" .48' 54" 60" 66" - 126.8 130.0 130.0 130.0 101.5 105.2 130.0 130-0 84.6 87.7 130.0 130.0 72.5 75.2 123.2 122.4 63.4 65.8 107.8 107.1 56.4 58.5 95.8 95.2 - - 86.2 85.7 - - 78.4 77.9 24" 30' 36' 42' 48` 54" W.I 90' I 110.2 108.2 130.0 130.0 88.2 86.5 130.0 130.0 73.5 721 1252 124.4 63.0 61.8 107.3 106.6 55.1 54.1 93.9 93.3 - - 83.4 82.9 - - 75.1 74.6 MULLION 'Ml' MULLION 'M2' MULLION 'M3' MULLION 'M4' .• Engr. JAVAO'At�l CML FLA."PC, A •70.592 CAN. 3$38 41. DOORS NOT PART OF THIS NDA. 'oi c sm wi + wz MULLIONS 1 � o 0 I�-L3 �,�g�Ylmilltr a : � r n r e a O4 A# t By drawing no. W10-75 sheet 4 of 9 MULLION LOAD CAPACITY - PSF MTH D TERMEDUTE HORIZONTALS NOMINAL DIMS. NIULIJON 'Ml' MULLION 'M2' MUlUON 'M3' MULLION 'M4' WIDTH (1N) JFPAME HEJGHT EXT.(+)/INT4-) FXT.(+)/!M.(-) EXT.(+)/INT.(-) IXT.(+)/EN7_(-) 24" W. 36" 42' 48' 54" 60" 96" 90.8 89.1 130.0 130.0 726 713 130.0 130.0 60.5 59.4 110.0 109.3 51.9 50.9 94.3 93.7 45.4 44.6 82.5 820 - - 73.3 72.9 - - 66.0 65.6 24" 30" 36' 42"97-3/4' 45' 46-1/Y 48" 54" 60' +gip 86-0 84.4 130.0 130.0 68.8 67.5 127.3 126.5 . 573 563 106.1 105.4 49.2 482 90.9 90.4 45.9 450 84.9 843 44.4 43.6 82.1 81.6 - - 79.6 79.1 - - 70.7 70.3 - - 53.7 63.3 24' 30' 36' 42' 48" 54" 102' - - 130.0 130.0 - - 116-9 116.2 - - 97.4 96.8 - - 83.5 83-0 - - 73.1 72.6 - - 650 64.5 24 30" 36' 42" 48" 54" 108" - - 130.0 129.5 - - 104.3 103.6 - - 86.9 86.4 - - 745 740 - - 65.2 64.8 - - 57.9 57.6 24' 36' 42' 46" 114' - - 117.0 1163 93.6 93.0 - - 78.0 77.5 - - 665 66.4 - - 58.5 58.1 24' W. 36" 42" 48' 120" - - 105.6 104.9 - - 84.5 83-9 - - 70.4 70.0 - - 603 60.0 - - 52.8 525 MULLION 'Ml' MULLION 'M2' MULLION 'M3' MULLION 'M4' .• Engr. JAVAO'At�l CML FLA."PC, A •70.592 CAN. 3$38 41. DOORS NOT PART OF THIS NDA. 'oi c sm wi + wz MULLIONS 1 � o 0 I�-L3 �,�g�Ylmilltr a : � r n r e a O4 A# t By drawing no. W10-75 sheet 4 of 9 0i LOADS SHOWN IN CHARTS ARE FOR INSTALLATIONS WHERE :X, WATER INFILTRATION RESISTANCE IS NOT REQUIRED. i LIMIT EXTERIOR LOADS TO +60.0 PSF FOR INSTALLATIONS o WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. Zz +gip J N V& Q a Q/y iii O O 0 O� m v N itwLtyl Zli Q 0 015 j 0 O o p aaa to W1 0 W2 Wi ?jO z cg J o s101 a � 1 ♦\ 1X z o V co co _Z w O 0 W1 W2 WI w 3 En i ♦ x W i j i i \♦ i 0. co d to m N V\tr U z GG]]co 00 t\♦\ 1 _ 1 j' t o 3:J `F N 1 ♦ t i i zL' is 3CD I I m Wi W2 W2 1Y7 m MULLION 'Ml' MULLION 'M2' MULLION 'M3' MULLION 'M4' .• Engr. JAVAO'At�l CML FLA."PC, A •70.592 CAN. 3$38 41. DOORS NOT PART OF THIS NDA. 'oi c sm wi + wz MULLIONS 1 � o 0 I�-L3 �,�g�Ylmilltr a : � r n r e a O4 A# t By drawing no. W10-75 sheet 4 of 9 =9i "9- �- A2. B2, C2 3L 1 t31 �- 3' 8' 3' A3, B3 LLL Z 0 O a_ O LLJ z Z 3 3' 3' ANCHORS TYPES: SEE SHEET 7 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 B3 = (3) ANCHORS TYPE 'S' AT EACH SIDE OF MULLION C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. A4 3" 3- ANCHOR LOAD CAPACITY - PSF EXT.(+) ,8c 6[T.(-) NOMINAL DIMS. f ifl� ANCHOR TYPE A' ANCHOR TYPE B. ANCHOR TYPE `C' WIDTH (Y) FRAME HEMIT A2 AS A4 B2 B3 C2 24" 30' 36" 42' 48" 54" 60' 66' 72' 60" 130.0 130.0 130.0 130.0 130.0 30.0 1261 130A 130.0 130.0 30.0 105.1 130.0 134.0 130.0 30.0 90.1 130.0 130.0 130.0 30.0 78.8 118.2 130.0 122.4 J41 30M 70.0 105.1 130.0 108.8 30.0 63.0 94.6 126.1 97.9 30.0 57.3 86.0 114.8 89.0 30.0 52.5 78.8 105.1 81.6 124.8 24" 30' 36" 42' 48' 54- 60' 86' 72' 68' 130.0 130M 130.0 130.0 130.0 1300 114.6 130.0 130.0 130.0 130.0 130.0 95.5 130.0 1300 130.0 130_0 130-0 81.9 1222 130.0 127.2 130.0 130.0 71.6 107.5 130.0 111.3 130.0 130.0 63.7 9515 127.4 989 130.0 130-0 57.3 86.0 114.5 89.0 130.0 130.0 52.1 78.1 1042 80.9 121.4 123.8 47.8 71.6 95.5 742 111.3 113.5 24" 30' 36' 42' 48" 54' W. 615' 72' 72- 130.0 130.0 1300 130.0 130-0 130.0 105.1 130.0 1300 130.0 130.0 130.0 87.6 130.0 130.0 130.0 130.0 130-0 75.0 112.6 130.0 116.6 130.0 130.0 65.7 98.5 1300 102.0 1300 130-0 58.4 87.6 116.7 90.7 130.0 130.0 52.5 788 105.1 81.6 1224 124.8 47.8 71.6 95.5 74.2 111.3 113.5 43.8 65.7 87.6 68.0 102.0 104.0 24' 30' 36" 42' 48' 54' 60' 66' 72' _ 78" 121.2 130.0 1300 130.0 130.0 130.0 97.0 130.0 130-0 1300 130.0 130.0 8015 121.2 130- 125.5 130.0 130.0 69.3 1039 130.0 107.6 130.0 130.0 609 90.9 1212 94.2 130.0 130-0 53.9 80.8 107.8 83.7 125.5 128M 48.5 727 97.0 y 75.3 113.0 1152 44.1 66.1 88.2 68.5 102.7 104.7 40.4 60.6 80.8 62.8 942 98-0 24' 30' 36' 42' 48- 54" 60" 66- 1126 13013 1300 130.0 130.0 130.0 90.1 130.0 130.0 130.0 130.0 130.0 75.0 112.6 130.0 116.6 130.0 130.0 64.3 96.5 128.7 99.9 1300 130.0 56.3 84.4 112.6 87.4- 130.0 130.0 50.0 75.0 100.1 77.7 116.6 118.9 45.0 67.5 90.1 69.9 104.9 107.0 409 61.4 81.9 63.6 95.4 972 24" 30- 36' 42" 48" 54" W. 96' 98.5 130.0 130.0 130.0 130.0 130.0 78.8 1182 130.0 1224 1300 1300 65.7 96.5 130.0 102-0 130.0 130.0 56.3 84.4 112.6 87.4 130.0 130.0 49.3 73.9 98.5 76.5 114.8 1170 43.8 65.7 87.6 68.0 102.0 104.0 39.4 59.1 78.8 61.2 91.8 1 93.6 =9i "9- �- A2. B2, C2 3L 1 t31 �- 3' 8' 3' A3, B3 LLL Z 0 O a_ O LLJ z Z 3 3' 3' ANCHORS TYPES: SEE SHEET 7 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 B3 = (3) ANCHORS TYPE 'S' AT EACH SIDE OF MULLION C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. A4 3" 3- ANCHOR LOAD CAPACITY - PSF EXT.(+) do INT.(-) NOMINAL DIMS. f ifl� ANCHOR TYPE 'A' ANCHOR TYPE •B' ANCHOR TYPE •C' WIDTH (w) FRAME H13GHT A2 A3 A4 B2 I B3 C2 24' 30" 36' 42' 48' 54" 60- 97-3/4' 96.7 130.0 130.0 130.0 130.0 130.0 77.4 116.1 130-0 120.2 130.0 130.0 64.5 96.7 129.0 100.2 130.0 130.0 55.3 82.9 110.6 85.9 128.8 130.0 48.4 72.6 96.7 75.1 112.7 114.9 43-0 64.5 86.0 66.8 1002 1021 38.7 58.0 77.4 60.1 90.2 9 i 9 24' 30' W. 42' 48' 54- 102'61.8 92.7 130.0 130-0 130.0 130.0 130.0 742 111.2 130.0 1152 130.0 130.0 92.7 123.6 96.0 130- 130M 53.0 79.5 105.9 82.3 123.4 125.8 46.4 69.5 St7 72.0 108.0 110.1 41.2 61.8 82.4 64.0 96.0 97.9 24' 30- W. 42" Q. 54" 1 �, 87.6 130.0 130- 130- 130.0 130.0 70- 105.1 130.0 108.8 130.0 130.0 58.4 87.6 116.7 90.7 130.0 130.0 50-0 75.0 100.1 77.7 116.6 118.9 43.8 65.7 87.6 68.0 102-0 104.0 389: 58.4 77.8 60.4 90.7 92.4 24" 30" 36" 42' 48' 114' 82.9 124.4 130.0 128.8 130- 130.0 66.4 995 130.0 103.1 130- 130.0 55.3 829 lima 85.9 128.8 130.0 47.4 71.1 948 73.6 110.4 112.6 41.5 62.2 829 64.4 96.6 988 24' 30' 36' 120" 78.8 118.2 130- 1224 130.0 130.0 63.0 94.5 125.1 97A 130.0 130.0 52.5 788 105.1 81.6 122.4L124Z42' 45.0 67.5 90.1 69.9 104.948- 39.4 59.1 78.8 61.2 91.8 =9i "9- �- A2. B2, C2 3L 1 t31 �- 3' 8' 3' A3, B3 LLL Z 0 O a_ O LLJ z Z 3 3' 3' ANCHORS TYPES: SEE SHEET 7 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 B3 = (3) ANCHORS TYPE 'S' AT EACH SIDE OF MULLION C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. A4 3" 3- WIDTH (W) = W1 + W2 2 Enqr. •JAVAD •AfPMD •' F!A PE'� 70532, f.AN. 538 DOORS NOT PART OF THIS NOA. IANCHORSI Is 446 o� O QLU N 0 0 M U a� �a O� a v0 'M 0 OyiM dap 0 N O ttf - o to s J �MQ J QUZI � U i° Z z N iS, o v O z Q C-0 W 0_ O�c(0 Z�tpOM a� E M 3:_j "4* Z LL• � 0 ,n =E t` drawing no. Wl0-75 f ifl� f z vi o W1 w2 w2 W1 WIDTH (W) = W1 + W2 2 Enqr. •JAVAD •AfPMD •' F!A PE'� 70532, f.AN. 538 DOORS NOT PART OF THIS NOA. IANCHORSI Is 446 o� O QLU N 0 0 M U a� �a O� a v0 'M 0 OyiM dap 0 N O ttf - o to s J �MQ J QUZI � U i° Z z N iS, o v O z Q C-0 W 0_ O�c(0 Z�tpOM a� E M 3:_j "4* Z LL• � 0 ,n =E t` drawing no. Wl0-75 DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. DOOR MUUJO14 FNCHES INHEIGK INCHES WIDTH r) 14CHES WIDTH Nor. (+) 96 84 72 18 125(.0) 24 1143 30 1052 36 97.5 42 90.8 48 85.0 102 84 72 18 104.0 24 95.6 30 88.5 36 82.3 42 76.9 48 72.2 108 84 72 i8 87.9 24 81.2 30 " 75.5 36 70.4 42 66.0 48 621 114 84 72 i8 753 24 69.8 30 65.1 36 609 42 57.3 120 84 72 18 652 24 60.7 30 56.7 36 53.2 42 50.1 DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. DOOR MULLIO FRUINC HOCK DOOR CHS "CUM cl(M) WIDTHE ) Kr.. 96 90 72 18 130.0 24 122.7 3 0 112.3 36 103.4 42 95.9 48 89.4 102 90 72 18 1,11.7 24 102.1 30 93.9 36 86.9 42 81.0 48 75.7 108 90 72 18 93.9 24 86.2 30 79.736 74.1 42 692 48 649 114 90 72 18 80.0 24 73.8. 30 .68.5 36 63.9 42 59.8 120 90 72 18 69.0 24 63.9 30 59.5 36 55.6 42 522 DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. DOOR MULLIO FRAME HWHt INCHES WOR HEIGHT INCHES WIDTH (Wt) INCHES WIDTH (W2) m (+) INCH S W- t ) 102: i 96 72 18 120.3 24 109.1 30 99.9 36 92.0 42 85.3 48 79.5 108 96 72 18 100.5 24 91.7 30 84.3 36 78.0 42 72.6 - 67.9 114 96 72 18 85.2 24 78.1 30 72.2 36 67.0 42 626 i 120 ' 96 72 18 73.1 24 67.4 30 62.5 58 2 P42 54.5 ANCHOR TOTAL NO. OF ANCHORS TYPES AT DOOR NULUON HEAD A 10 6 7 C 5 MR GLASS OUTSWiNG DOORS SEE SEPARATE NOA r r w i 1 W2 W1 f ANCHOR TOTAL NO. OF ANCHORS TYPE AT WOR MULLION SILL 8 5 V o n I 0 OZ 3 J LU O m 0 v ixa 0 Uo � O aQ 8 C3 to, 0 O Q W LL III o aMM� Z C4 m t n O � G9 -0 x u w cn �23 Ir oo co co �co coMo �3�r Z m `o O C) �n< f DOOR MULLION I o -&ngr JAYAO ,614" Q FLA PE 70592 Appmvwits � � ow, o_ n T B $MJW ., r • Control v BY wing ;0-75 no. sheet 6 of 9 TYPICAL ANCHORS TYPICAL ANCHORS SEE 8"ATIONS FOR SPACING MUT MAX. DSSIGN LOADS FOR HORIZONTAL AS FOLLOWS HORIL SPAN W1)C. LOADS 70-i 4" 58.2 PSF 64-1/4' 76-9 PSF 58-1/4- 106.0 PSF 52-1/4- 134.0 PSF U a m TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING �V m � o n e MSTRUCTURE o_ o C40 Q EDGE DIST. Z 3 z �., w a •q I iir O 90 a a. a a v � �N �N Off, 4�0>" 8 TYPIG4L ANCHORS TYPIpiam.S O a Q SEE ELEVATIONS SEE FOR SPACINGFOR SPACING QO o WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE a". FOR SPACING TYPE 'A'— _1 /4" DIA. TAP -CON BY 'TTW OR (Fu --120 KSI, Fy=92 KSI) 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KS7) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ° 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY i t TYPE 'B'— 1/4" DIA. TAPCON BY 'IIW' OR (Fu -120 KSI. Fy-92 KSI) I 1/4' DIA ULTRACON BY 'E -CO' (Fu=177 Ks4 'Fy-155 KSI) i DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'— J14 SMS OR SELF DRH-LI IG SCREWS (GRADE 2 CRS) (Fu ---92 KSI, Fy=57 KSS I INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MW. O Q M �. z J ZMa 1 v Z N co I 3 O � a z M 3 CD to 0 (0 to OC m z C3 � n o 2E o `C) 0 e) MEM C-90 HOLLOW/FlLLEO BLOCK AT JAMBS fm = 2000 PSt 4AN. En 'r AkVA'D AHM4D o awL FLA.,PE 17Q592�`ed&S oomj)lYlp8�ilhi M CA�1: Doe O Ori o � - O 08 dnowing no. '191 W10-75 I"Le, �,T : TYPICAL ANCHO SEE EL FOR SPAM 1/4' MAX. — TYPICAL ANI SIE FOR SF 1/4" MAX. TYPICAL ANCHORS ., SEE ELEV. FOR SPACING-'— w :d TYPIC, FOR spz_W6 1/4" MAK JI12 X 1/2` FH SCREWS (GRADE 2 CRS) (Fu -92 KSI. FY=57 1CS!) AT 11` O.C. DDDR MSN SEE SHEET s nG FOR CAPACITY MIAMI-DADE COUNTY APPROVED TRANSOM SEE SEPARATE NOA FOR TRANSOM RATING AND DETAILS -----------I 1 1 1 1 I --- A � j- _- -- -------- T -------- -- I I 1 1 1 V" an 1 o_ 0 J hLu I X_ tv I IL a_ �C o 0 0 m Ixo IL 0 �o po aQn� 0�m� tr 3 g ro zLL � -o J Z �¢ 3 Qw�� Iz U ., z C4 3 0 C7 � c� 8 x Lia � N cwo m co m Z co ►7 O O C9 ' M C) v MIAMI-DADE COUNTY APPROVED DOOR SEE SEPARATE NOA FOR g DOOR RATING AND DETAILS I � ----------------- f --- ----------1 Va 10 ------ I hr_ l ------� 1 r m a ----- -------y o 41 I a� 12 X FH SCREWS 72 I10 __J12-— C GRADE 2 CRS) L ------------------ (Fu -92 KSI, FY=57 KSI) AT 11" O.C. o Ep r. JAVAD Al�1SAD m 4 CIVIL vod as toftogm�lyfq$ t t4R o Kwida FLA, :3338 2 Dw_- io i3 PI(3f►tf CD an ding g � 11 o ft IIy _ drawing no. W10-75 P )1 sheet Sof 9 1.750 1.750 094 —tet 1.096 ,.702- .095 1.096 1.702 TYP. FRAME HEAD/MUWON/JAMB ALT. FRAME HEAD 1 MG -452 ,A MG -457 j�--1_676— 1'702 I .062 TYP. 1.750 75D.988 .875 o90 i iw. 4.448 —1.937— G 1.937 2 FRAME SILL/HORIZONTAL 4 GLAZING STOP MC -4553 MG -454 t1t II --i 1- -.703 4. n FRAME JAMB 3.500 1.096 .078 7(P. nPOCKET FILLER MG -4W ITEM NO. PART NUMBER QUANTITY D CRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 14G-452 – F HEAD/MIILUON/JAMB 6063–T6 – 1A MG -457 – 1J. ; FRAME HEAD 6063–T6 – 2 MG -453 – FRjME SILL/HORIZONTAL 6063–T6 – 4 MG -454 – GLAOC STOP 6063–T6 – 5 – – FR#JE JAMB 6063-116 – 6 MG -458 – P06CLT FILLER 6063–T6 – 7 MG -459 – SW IN COVER 6063–T6 – 6 MG -456 — MULUON 6063—T6 — 9 2028 AS READ. GLOW GASKET NEOPFdNE CAROLINA CUSTOM RUBBER, DUROMEfER 7015 10 SB563 2/ UTE BLOCK, 1/4- X 1/2' X 2' LONG. AT 3' FROM EACH END NEOPRENE C.R. LAURENCE, M ROMETER 80*5 11 #8 X 1' 2/ CORNER BLY SCREWS (PH SELF DRILLING) – GRADE 4 CRS. Fu=92 KSI. FY -120 KSI 12 – – R ORCUIG CHANNEL STEEL ASTM A36, Fy 36 KSI 095 ' .365 '880 1— TYP. .175 4.500 1.096 3.498 lo 4.320 .078 oo 1.702 oo 7.750 �I oo 12 __ FRAME MULLION SNAP IN COVER 6 MG -456 7 MG -459 STEEL REINFORCING FRAME CORNERS SEALANTS: ALL FRAME CORNERS, JOINTS. MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME TO BE SEALED WITH DOW CORNING 795 SEALANT. 11 -A 0011 c Engr: d,NVAD- ANMAD ,n e O P8 70592 Firnff!z as complyuig Wilk t1ce C A k. Zi�aNOA drawing no. W l 0-75 d.{ I `.. sheet 9 of 9 M AMN E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street; Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/[ et rn/ Mr. Glass Doors & Widows, Inc. 7440 N. W. 66'h Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section 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 Section (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 �he AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 theFlorida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11MG-275" Outswing Aluminum (NS) Doors w/wo Transom-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-73, titled "Narrow Stile Aluminum Outswing Door (NI)", sheets I through 10 of 10, prepared by AL-Farooq Corporation, dated 10/07/10 and last revised on FEB 15, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None, approved Hurricane Protection Devices, complying w/ FBC required Limitation: 1. See applicable Design Pressure in sheet 2 &3 & hardware options in sheet 7. 2. When Door mulled with transom, lower design pressure of door or reinforced or non -reinforced horizontal mullion may control. 3. Units to be installed into concrete at head/sill. Jambs may be installed in conc. or masonry. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series 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 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 11-0720.07 �CMIMM41DAMCOUNTWYExpiration Date: March 08, 2017 \\�v Approval Date: March 08, 2012 ��, Page 1 Mr. Glass Doors & Widows=Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-73, titled "Narrow Stile Aluminum Outswing Door (M)", sheets 1 through 10 of 10, prepared by AL-Farooq Corporation, dated 10/07/10 and last revised on FEB 15, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS L. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing double door, alum outswing door w/transom, doors w/transom & sidelite, prepared!by Hurricane Engineering & Testing, Inc., Test Report No(s). HETI-09-2547, HETI-09-2548, HETI-09- 2549, HETI-09-2550 all dated 05106/10, all signed and sealed by Candido F. Font, P. E. Note: Test report # HETI-09-2547 has been revised and reissued along w/ marked -up Dwgs on Sep. 21, 2011, signed & sealed by Rafael E; Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 04/04/11, 12/07/11 and last revised on 02/15/12, signed and sealed by Javad Ahmad, RE 2. Glazing complies w/ ASTMS -1300-02 & -04 D. QUALITY ASSURANCE 1. -'Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Technical cut sheet of physical properties of Santoprene manufactured by U1traFeb.. 2. Physical properties of Neoprene manufactured by Carolina Customer Rubber. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/13/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above.test reports. G. OTHER 1. Test proposal # 08-1382, dated 09-22-08 approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11-0720.07 Expiration Date: March 08, 2017 Approval Date: March 08, 2012 E-1 NARROW STILE ALUMINUM OUTSWING ENTRANCE DOOR DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCUJ MNG HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. K m INSTRUCTIONS; IP. GLASS GLAZING DETAIL DOOR USE CHARM AS FOLLOWS. S7EP 1 DETERWNE DESIGN WIND LOAD REQUIREMENT BASED ON NAND VELOCITY. BLDG. HEIGHT, NAND ZONE USING APPLICABLE ASCE 7 STANDARD. .STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR WITHOUT TRANSOMS SEE SHEET 2. USE LOWER VALUES FROM HINGE AND LOCK TYPES USED. STEP 3 FOR SINGLE (O/X) AND DOUBLE (O/XX) DOOR WITH TRANSOMS SEE HORIZONTAL MULLION CAPACITY CHART ON SHEET 3. THE LOWEST VALUE FROM STEPS 2 AND 3 SHALL APPLY. I z 5 6 In GLAZING DETAIL TRANSOM i >aNIa�111I�Mw1� Z cm — co 0 a z � � z o 3 v o �w z O W Go Oto '- o N n z Q� !} < J mtmi Do* Can" DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS- FOR -ANMD, BORNE DEBRIS PROTECTION. ..•I a.,... - . ClVA. � i�•'�I LI'' SII , . .t 0 � o 0 n o � •' M i. drawing no. W10-73 sheet I of 10 39 5/8" MAX. 75 5/8" MAX. FRAME WIDTH FRAME WIDTH 4' MAX. MAX. 4" MAX. HEAD A 1 1 HEAD CORNERS ' 1 CORNERS 1 1 HAT EADaIE END S C. (5) ANCHOR TYPE 'A' tl t / t 1 11 (3) ANCHOR TYPE 'B' C =_ _ D (2) ANCHOR TYPE 'C' / li OC LOEK OPTIONS /SEE SHEET 7 gig ass 2 a i -- U i S2�_ i E CHART BELOW i U \ s : o 10 w m i, LOCK OPTIONS \ d 1 SEE SHEET 7 \ j 1 FOR CAPACITY VI iSEE CHART BELOW \ tY SURFACE APPLIED \ \ _ i = _ = SURFACE APPLIED I I -\—FALSE NUNT�dS OR I t l FALSE MUNTiNS OR " \ t DECORATIVE GRILL \ , / " DECORATIVE GRILL \ I MAY BE USED \ I / MAY BE USED ACTNE ACTIVE �� INACTIVE �j BINGE OPTIONS 12' y HINGE OPTIONS ` _ % 12 y SEE SHEET 7 8" MAX B Fo—=_�1 m w SEE SHEET 7 $" pap�L 8 op W SEE FOR CAPACffY CHART BELOW SILL SILL w SEE CHAR i BELOW FOR CAPACITY �lL SfLi _ CORNERS '3/8. ;� CORNERS 30 3/8' O.L.OPG. SILL ANCHORS D.L. OPG. AT STILE ENDS 35 7/8- MAX. AT 3' O.C. 35 7/8' MAX. (3) ANCHOR TYPE 'B' (X) (XX) wprmvd jo willib tM smarLft t Cole Oak 1 Z I+iOAY - -.t? . DOORS WITHOUT TRANSOM [AAD CAPACITY - PSF E2NGE TYPES LOCKS GLASS D.L.O. DIMS. PANJI&2 jop DARD D.L.O. HEIGHT = DOOR FRAME HEIGHT — 10.50" DOOR DIMS. FRAME PIVOT BUTT OPTIONON 3 D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 9.250" SINGLE (X) DOUBLE (XX) HEIGHT EXT.(+) tMT.(-) EXr.(+) lNT.(-) ear +) IP1T.(D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 14.875')/2 85-3 4 65.0 75.0 74.0 ..55.0..._ -__B5.0_ .. ___ __ ------------- 39-5/8' 75-5/8" 97-5/8 65.0 75.0 50.0 50.0 1 50.0 1 60.0 654 75.0 Enyc.0 110 1 2 c aJa. 353E NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) I %. I i t l AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 V� M n 1 0 z m O IL ! d O � 0 o U }. U. V 0 0aOa g O ON 0 Q+�3LL o IL n U 4n z c n C-5 �+ z data (n w N 0 n 2 � m 515 0�4x 0 0 � o s a v u droving no. W10--73 HINGE OPTIONS SEE SHEET 7 8" AJAX. FOR CAPACITY SRL SEE CHART SHEET 2 CORNERS 39 5/8" MAX. (2) ANCHORS AT TRANSOM ENDS SINGLE DOORS LOCK OPTIONS SEE SHEET 7 FOR CAPACITY SEE CHART SHEET 2 m mw W Z ,m 0 U (O/X) O r HINGE OPTIONS . / SEE SHEET 7 8 MAX. (\� FOR CAPACITY SILL SEE CHART SHEET 2 CORNERS SILT. ANCHORS AT STILE ENDS AT 3" O.C. (3) ANCHOR TYPE '8' HORIZONTAL MULLION LOAD CAPACITY - PSF 0 Ori q o > OT DOOR DIMS. M r WrMOUT REINFORCING WITH REINFORCING FRAME WIDTH WOR HEIGHT TRANSOM HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 75-5/8- 79-3/4' 36-1/4" 85.0 72.4 65.0 75.0 83-3/4" 36-1/4- 65.0 68.0 65.0 75.0 89-3/4' 30-1/4" 50.0 60.0 65.0 75.0 95-3/4" i 24-1/4" 50.0 60.0 50.0 60.0 75 5/8" MAX. (O/XX) ANCHORS AT TRANSOM ENDS (4) ANCHOR TYPE 'A' (3) ANCHOR TYPE -8- (2) ANCHOR TYPE 'C' PHOT HINGE OPTION SEE SHEET 7 FOR CAPACITY SEE CHART MEET 2 W w Z .ft4*sxed=m"fylnwiffiAll iF�er3dsCit- OAtE Mind t >t 0 n I o_ Z O m F iC , a O � p U o 08 Uo 0QQ0B 0��rr I L:0) O n LL tu z+ I Q W Z N t n d Z 3 c, fir+ w Ix - 6 to to c*0 8 co ao to n 3�d 3 coo - v U - m a. -` w a a 'GLASS D.L.O. OtMS. O.L.O. HEIGHT �_. Q 9! FRAME HEIGHT - 10.50" D.L.O. Wipil� ` Xx • W6'R.s �, (FRAME WIDTH - 14.875'7/2 0 Ori q o > OT O - - M r IT �AHMAI) .Engr JAYAD 1 f:'' n C c ii o FAk(IRE �1 2 C.A.N.. 3538 ' tg. drawing no. W10-73 1 'i'•b sheet 3 of TO 16Y WOOD 8"Y STYPEE ELEVATIONS ANCHORSCAL EOG£ DIST. (SEE NOTE SHEET 1) ■�i i 9/16" MIN. EDGE DIST. fOR SPACING METAL°3000'�4i CONC.• ..I EDGE DIST. 0 STRUCTURE THROW BOLT ° PE 1' T I Z r a 3DOD .PSI..CONC, 8 EDGE DIST. Q • NO3 a7 • N C� L I a i + go o 0 a a s L v� a � a a vv \= W ,..\ = W \= W 2 Q t� to to 1A Q' 0 o 7 3 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0 IL <4 q 4 SEE ELEVANIONS SEE ELEVATIONS SEE ELEVATIONS a eif I. FOR SPACING FOR SPACING FOR SPACING Q Q o tL z Ip : 0 WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS Q w f S 5 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM -I AND TRANSFER THEM TO THE BUILDING STRUCTURE. ^ (,j v Z N to + TYPICAL ANCHORS: SEE ELEv. FOR SPACING $ 3 TYPE 'A' 1/4" DIA. TAPCON BY WW' 0R (Fu -120 KSi. Fy-92 KSI) z z to ` la" DIA. ULTRACON BY •ELCO• (Fu_177 Lar. Fy=153 Km) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o w 1-3/8" MIN. PENETRATION INTO WOODCO zN d a p THRU IBY BUCKS INTO CONC. OR MASONRY = O c _ _ a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY to M of Li �n} a = H TYPE 'B'- 1/4" DIA, TAPCON BY 'ITW OR (Fv=120 KSI. Fy-92 KSI) ; 5 z � (sj 1 A" DIA. ULTRACON BY 'ELCO' (Fu= 177 KSI, Fy=155 KSI) a q M DIRECTLY INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) W INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 8 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 15 TYPICAL EDGE DISTANCE m 8 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = I" MIN. -r--1- O -r-I- INTO METAL STRUCTURE = 3/4" MIN. 2 BRill °j o ++ ALTERNATE -013 -1:c,_.. �,dtN. C-90 HOLLOW/FILLED BLOCK -AZ •.IAMBS' ft -h 2000 PSI MIN. i I f8 X 1/2" SCREWS I 1 26 AT 8" O.C. + I � c 1 I I 1 I 9 j 27 OPTIONAL 9 Erw;- JAV moi; • o ■ c I J I 1 C + 7 la��■yffRaH�p i� ;Y!/ FLk PE 70592 y' CAN. 38 OPTIO •tJldt { I + �' o e - • $ vi u 3(IOQ PSI bNC. 3Q08. PSi .CONC. drawing no. THROW' TYPICAL. ANCHORS a a TYPICAL ANCHORS Mid '� �l. PENETRATION SEE SPACING SPACING ELEVATIONS �! �IV �- W10-73 J\�' FOR SPACING EDGE DIST. IFOR EDGE DIST. [ `_ sheet 4 of 10 1/4- MAX. L/ O 28-1/2" FRM TOP do BOTTOM 0 1,4- SHIM SHIM ��------------� -� 181' 3 . WOOD BUCK 7 STRUCTURE — L — -1 — — — LOCK 7 FOR DESCRIP' CK — - - — — AND SHEET 2 FOR-- - — - DMN LOAD RATING I I 9• V: HORS 7YPICALSEE ELEv _.._-._. :_.._.._.: _.._ ._.._:._.._.._-._.._-- •o TYPICAL ANCHORS FOR SPACNJG c SEE ELEY, FOR SPACING 17 5 _ tO v EXTERIOR 11 LOCK OPTIONS SEE SHEET 7 FOR DESCRIPTION AND SHEET 2 FOR DESIGN LOAD RATING #8 X 1/2- SMS AT 7-1/2- O.C.-I INACTIVE LEAF 1 Z 0 � J � t it O MIS 0 O M G aaaW M 8 o oo Q�3LL m iL z'D -' o ta�uu Q W � t- Cj a� Z N t n a z z 3 -0 t w 1/4- MAX. '�-r- co SHIM En co I 0 cWa mc �¢ �eM Lj 3� dinz t` 3^ 2BY WOOD 3 t9 O - UCTUROR E g n L CL d 14 TYRIG4R. ANCHORS ko , r�s�ti�w�~46d* ORS ACING _o. EXTERIOR 30 o 1-5 _ FRAME WIDTH Entgr JAYAD FLAJ - PE�7O5s2 $ cA t t RRA drawing no. DOOR DETAILS tl W10-73 t ' sheet 5 of I 0 TYPICAL ANCHORS ULLiON THOUfT REINFORCING ON SHEET 3 TY segs SCREW .D 4 /AKA AV Engr .,Avg . ; FIA CIV&70592 t, TRANSOM DETAILS ��g�,,;►;,1:� -F7�id. Hri �e�da' ask lI�iRMS �11>� U M 1 O_ Z J J- L o O U It 0 IL !O a 0aaa 8 CC 0 0 Q ul e a se a W 'd v Z N Go V) o 0 0 �v z tn 3 o �w Z (n tD Q (° N.r � 0 o �C) �Q j in 4L t, W 0 �o o � o e dc drawing no. Wl0-73 sheet 6 of 10 LOCKS: PANIC OPTION #1: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' (1085 LOCATED AT 38" FROM SILL AT EACH LEAF. FASTENED WITH (1) 110 X 3/8" FH SELF DRILLING SCREW AT ONE END AND (2) 110 X 1/2" FH SELF DRILLING SCREWS AT OTHER END HINGES: OPTION #i: PANIC OPTION #2: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY `REGENT HARDWARE' #5770 LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (1) 110 X 3/8" FH SELF DRILLING SCREW AT ONE END AND (2) Ji0 X 1/2" FH SELF DRILLING SCREWS AT OTHER END PANIC EXIT DEVICE OPTION #1 OR #2 OFFSET PIVOT HINGES SERIES 4335 BY 'REGENT HARDWARE' AT TOP AND BOTTOM FASTENED TO FRAME AND THRESHOLD WITH 112 X 3/4" FH THREAD: CUTTING SCREWS, (2) AT THRESHOLD, (2) AT JAMB BOTTOM (3) AT FRAME HEAD EX r&;RIOR OPTION #2: 4' X 4-1/2" X .130" THK. ST. STEEL KNUCKLE HINGE SERIES 4001 BY 'REGENT HARDWARE' 3 PER LEAF TOP/BOTTOM HINGES AT 11- FROM EACH END CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #12 X 1/2" FH SCREWS L'-X"i rat1u m STANDARD OPTION #3: ACTH LEAF: THREE POINT LOCK SYSTEM SERIES 2222 BY 'REGENT HARDWARE' KEY OPERATED FROM EXTERIOR AND THUMB TURN ON INTERIOR WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE LOCATED AT 34" FROM BOTTOM OF LEAF INACTIVE LEAF: CONCEALED FLUSH BOLTS SERIES 2508 BY 'REGENT HARDWARE.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-3/4" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 110 X 3/8" FH SELF DRILLING SCREWS 3/8' HEX STEEL TIP BOLT GUIDE STEEL ROD WITH THREADED ENDS THRESHOLD BOLT Appre" er 1'i g wwk a# FaWMIDIAWAVC64C .... l "Trot Wgr..wvwu AU R.A. PIPI0592 CAN z 1� �4wx i 0 Z m s� a 09 � O a a 08 0 aQ< 8 00 co OD 14z � to a � Q Uzi a Z r o � 0 o O a z Z m i 3 w m fN a: O w N co ao cs Z LL- C2 1C2 ¢ J m rl''- $w drawing no. W10-73 4.448 750 1.750 .090 TYP. ii II I 1.676- 1 o TRANSOM HEAD MG-453 1.096 1.702 1.750 L75L 4.500 � TRANSOM MULLION MG-456 973"062.875 32 GLASS STOP MG-454 3.500 .078 366 O q C a �0 IL G t O M cr��u O 0 p N z3 ^ 46 z .1 i .1 Q w g c� n 1 o a m v 1.686 --j.125 If 2.250 .125 1.750 2.180 - `� z o m z `-'j F" L TOP RAIL 13 ACTIVE LOCK STILE MG-06 O ANCHOR PLATE MG-459 1.563 1.406 TENSILE O SHEAR BLOCK MG-38 6 i.7fl2 4.500 1.096 090 Tj LI.750J -. 42s� .105- HARDNESS - 67 SHORE A STRENGTH (100% STRAIN)- 430 PSI TENSILE STRENGTH (BREAK)- 1060 PSI ELONGATION AT BREAK - 450% TEAR STRENGTH = 140 LBF/IN SPECIFIC GRAVITY - 0.97 GLAZING GASKET SCALE 1:1 500 P.750 .505 - HARDNESS 71 SHORE A 78450.E STRENGTH (BREAK)- 1429 PSI ELONGATION AT BREAK - 295% TEAR STRENGTH - 221 LBF/IN SPECM GRAVITY = 1.21 .� z z wo n 0 .� O U1 0 u' N O O to M °Nj° � 3 Z VRo o m :E g 125 1.750 2.182 14 INACTIVE STILE MG-07 1.456 752 518 �- -� O DOOR STOP MG-4511 .125 1.750 -� Fes-2.181----1 11 HINGE/PHOT STILE MG-05 .680 � .050 O GLASS STOP" MG-32 - ��h" m m Z, 1.686 --j I g !� i .000 10 FRAME JAMB GLAZING GASKET1.250 __ MG-451 6A __._.-SCALE_. 1_1 - o i 0<m o - N c M o pc 9 I o_ J L 't 9 v 4.437 .125 F1 8 BOTTOM RAIL 'MG--;04 __ _ __._ _ z7 THRESHOLD RISER AGP-292 -4.500� 1.750 j i � 1.096 b-1.702 �I ____,__ FRAAdE_ HEAD __-_-_---.____-- TA MG-457 -4Z20Enqrz 0 .175 14 STEEL REINFORCING �: ",• •• FLA�PE 3 �t (� I. i� 213 , i ii+,� , ` .188 .570.0 y 4.000 1 9 . THRESHOLD__ . _ .....___ .. x_40 drawing no. W90-73 sheet 8 of 1 g ITEM NO. PART # QUANTITY DESCRIPTION MATERIAL MANP./SUPLIER/RRUARKS 1 MG -453 1 TRANSOM HEAD 6063-T6 - 1A MG -457 - FRAME HEAD 6063-T6 - 2 5508 1 HORIZONTAL 6063-T6 - 3 MG -4511 AS REOD. DOOR STOP 6063-T6 - 4 MG -00 1/ LEAF TOP RAIL 6063-T6 - 5 MG -32 AS REOD. GLASS STOP 6063-T6 - 6 WV3294 AS REOD. GLAZING GASKET SA14TOPRENE ULTRAFAB 6A 2028 AS REOD. GLAZING GASKET NEOPRENE CAROLINA CUSTOU RUBBER 7 W31325MG AS ASM. ULTRAFIN PILE W'STRIPPING WOOL ULTRAFAB 8 MG -04 1/ LEAF BOTTOM RAIL 6063-T6 - 9 MG -40 1 THRESHOLD 6063-T6 - 10 MG -451 2 OPEN BACK JAMB 6063-T6 - 11 MG -05 AS REOD. HINGE OR PIVOT STILE - - 12 20240 1/ LEAF FIC STILE (1NACTNE PANEL) 6063-T6 - 13 MG=06 1/ LEAF LOCK STILE (ACTIVE PANEL) 6063-T6 - 14 - 1 REINFORCING CHANNEL STEEL ASTM A36, FY 36 KSI 15 10741 - PUSH BAR (OPTIONAL) 6063-T6 - 16 AGP-123 AS REOD. HANDLE 6063-T6 - 17 14234 2/ LEAF RESTRAINING PINS (2-1/2- X 1/4") STEEL - 18 30708 1/ LEAF TOP FRAME OFFSET PIVOT - - i9 30709 1/ LEAF TOP DOOR OFFSET PIVOT - - 20 30710 1/ LEAF BOTTOM DOOR OFFSET PIVOT - - 21 30711 1/ LEAF THRESHOLD OFFSET PIVOT - - 22 MG -459 AS REOD. ANCHOR PLATE, 3" LONG AT ANCHORS 6063-T6 - 23 MG -456 1 TRANSOM MULLION 6063-T6 - 25 MG -38 - SHEAR BLOCK 6063-T6 - 26 VIV3294 AS REOD. BULB W'STRIPPING VINYL DUROMETER 70i5 27 AGP-292 AS REOD. OPTIONAL THRESHOLD RISER 6063-T8 - 27A - AS REOD. OPTIONAL DOOR BOTTOM SWEEP ALUM/VINYL - 28 - 2/UTE SETnNG BLOCK, 1/8- X 1/2' X 1/2" LONG, AT 5- FROM EACH END NEOPRENE C.R. LAURENCE, DUROMETER 8015 28A - 2/LITE SETTING BLOCK. 1/2- X 3/8- X 2- LONG. AT 9- FROM EACH END NEOPRENE C.R. LAURENCE. DUROMETER 8015 29 110 X 1-1/2- 2/ CORNER ASSEMBLY SCREWS (PH SELF ORIWNG) - GRADE 4 CRS, Fu --92 KSI. Fy-120 KSI 30 4339 2/ LEAF PIVOT HINGES - REGENT HARDWARE 31 4001 3/ LEAF BUTT HINGES ST. STEEL REGENT HARDWARE 32 MG -454 - GLAZING STOP 6063-T6 - o *f S i!iOAM 118Nri �4!'�el SEALANTS:ra� l ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME TO BE SEALED WITH DOW CORNING 795 SEALANT. Engr. J VA CIVIL. FLA. PEI#06MM A ' CN. 3536 , a V n n I o_ Z F 3 p J H a CL CL O 1 v 1 06 V0 0 SMI O {L Z aZED Z N � — m i yy1� 0 0 3 � Z Z .n LLJ N CL, o � r o t o � n c •o v drawing no. W10-73 sheet 9 of 1 E FRAME UPPER CORNER -r I 10 X 1/2- FH MS #10 X 3/4" SMS 3/8' X 1' STEEL FTHREADED STUD 1-3/16" LONG � DOOR LEAF UPPER CORNER r r�.r 1;t,• � , , Erigc;JAMAD AH AD. fitA i # `5376gSV2 FRAME LOWER CORNER DOOR LEAF LOWER CORNER V4'' dli 2 d W m a 49 49 0 drawing no. W10-73 sheet 10 of 10 M AM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (780) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA)v.miamidade.�ov/economy Florida Storm Panels, Inc. 14475 N.W. 26'a Avenue Opa-Locka, Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use ofconstruction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PER- Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Coun ) reserve the right to have this product or material tested for quality assurance purposes. If this product or materal fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ Imay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section th4t 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 Nigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. AD 12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., dated April 02, 2012, signed and seated by Yiping Wang, P.E., on April 06, 2012, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS -201, TAS 202, and TAS -203, 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 renews NOA # 12-0410.01 and consists of this page 1, evidence submitted pages E-1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 12-1210.01 rtiata Muga couNr�r /7 • nlj Expiration Date: 01/23/2018 o'/4Aa13 Approval Date: 01/24/2013 Page 1 Florida Storm Panels. Inc. , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-1120.02 A. DRAWINGS 1. Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm ],Panels ", sheets I through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bernardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil CT. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02-007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation t Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, PSE C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo,' P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P. E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. H& -Xy A. Malar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-1210.01 Expiration Date: 01/23/2018 Approval Date: 01/24/2013 E-1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0410.01 A. DRAWINGS I. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Pahel-LMI ", sheets 1 through 4 of 4, prepared by MCYEngineering, Inc., dated Apri102, 2012, signed and sealed by Yiping Wang, P. E., on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, ani Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. HelWy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-1210.01 Expiration Date: 01/23/2018 Approval Date: 01/24/2013 E-2 . • 0 ) • PRODUCT MARKING PRODUCT MARKING (LOCATION WnOm 1.375 a t 028 1.375 T OPTIOAVLL H —t OALVAH02f0 � WROLLBACK 1,317' 1�31� 11 1 � 1.761" 1781" 1.761 1.781' ' c LMS 12.500" PANEL COVERAGE �.os1' Rj 1781 N _ � D.o6•r t1STORM PANEL .'� QQQ• ��.,,, a 11--1�a--fGacE �ooslsr�ALv c 0.125` TYP. STEEL,GTiADE SaJci Cl ,$ SHO b. N s.000• MAx � o '� 6.000' MAX 0 �i o l�a�1I 0 0 r1WASHERED Yft1NGNUT '�P (IAMACaAttD1� nR!", HEADER &MWO ANGLE /o BULL DOUMMURE ANNE & PAN CLOSURE PRODUCT REVIM MAY VAFM as comoyiugvA&dwFhwW 2AXr Ruib 1.97W AcccpdaocoNo o 10.0.1 AS RECO) WWGNJTSIii iEtrEDQ � OVERLAPS Q MIOSPAN 0.09T GENERAL N07ES- 1�6eati GauarP OBSTRUCTWN O SPAN TABLE) ' 0.067 i.TMSHUTTERSYSTMI-MBEMC AN&IESTEOASAIARGE - � "� Wi4$�D VYINGNUiS FASTENED MISSILE RAPACT Pii0TEC THE Si IN ACCOFWANCE WTH THE LL' Q OVERLAPS Q MICEPAN (USE APPROPRIATE aPAN TABLE.) 0 FLORIDA. OLRM4000DE2MAADPROTOCOLSTAS201FORIARGE J W m 19ST M %E IMPACT. TAS 202 FOR UNIFORM STATIC AIR PRE.4SUREA D TAS SPANS AND LOADS SHOMN ON THESE DRANNNOS. 203 FOR CYCLIC VIONDLOADiNG. T PIECE ® (SEE DETAILS ABOVE). 2NO33-MVOCREA INAU.0Y1[UXEST:ESSHMSM USWINTW 73 TOP"N'TRACK DESIGN OF THE ANCHOR SPACING TABLES Z Z g� 3. POSMYEAND NEGATIVE DE3tGN PRESSUFtESTO BE LWTH THESE TYPICAL PANELABOUVE DRAVMNGS SHiLL BE OETEFWR#L'D BY OTHERS ON A JOBSPECI RC BASIS 1 IN ACCORDANCE. VWH THE GOVERT WG CODE INH M ASCE7-11CIS USED 0 TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT. THE USE OF A DIRECTIONALITY FACTOR Kd-CM RS ALLOWMED. 14 - 26 SALSDL11iitNR 1_000' OR MACHINE BOLTS-� 4. THE SHUTTER SYSTEM DETAILED HEREIN IS GENE i1CAND DOES NOT DETAILEDT 0. TOP a BOTTOM DETAILS SHOVMC MAY BE � AS FILED PROVDEIIFORiATM FORA SP1=CM ME W- WM C%TNWIDNS 0 2c 01 TYP. OEIAATEFROM'THE CONDMONS DETA LM HE3aeKAUS m4C;iOR REGISTERED aPsom 3.375 MAX 0375 368' 0.166" 0.197' b O a N b b A b N O O OP F Is OI Y W C C O C 0 0 0 �OA85' TYP OWILD-(}UT "F" TRACK 5 ^ " FW par 4000" b v o �o ON 1 jaw o Ma.ONi`MRT APER 11 .ai ILL AOE 3gUSE t6 1 1.730"OET?1PTYP1 L SOW FOR LIS£ VM TRUSSHEAD ANCMORS CAU4#T) . TOP MOUNT TYPE ASO Ii i Ivo crrruwr BOTTOM Noma / L (COW J nT og& MOUNT ELEVA m TOP MOUNT CAW (CONAL TYPE 0.067 ASREM OOB3' OA93' 5.313' STOP "U" TRACK � ROTTOM U" TRACK z x u� 3Z 0 <� O a K O � LL b DOCUMENTS TO BE USED IN OOtARMICiiON VilM THIS DOCLIMIE NT. 1BGA. GALVSTT�L. " 4 " EXISTING S PE WT THOWE R SHALL VERIFY THE ADEQUACY OF7W WaSTHNG (0 �THOQ Ir—MAX N WC 7jv GDI�TE HOLIDNY STTRUCTUKE TO WITHSTAND AODiTIOW-IMPOSM LOADS OR 2 y 2"x&l2F BLOCK OR WOOD eow-76ALLIMANGLE t'RAMIING i PLAN VIEW TiON 0 APPL3CABLE, EXCEPT FOR MOUNTIING CONDITIONS INCLUDING -W 01 MAY VAFM O S OPTIONAL 19-276 STITCH a BOLTS VWITH WASHEHiS AS RECO) WWGNJTSIii iEtrEDQ � OVERLAPS Q MIOSPAN .6.6 oaD (USE APPROPRIATE OBSTRUCTWN O SPAN TABLE) ' ELt i PLAN VIEW TiON 8063.78 ALU ALLOY. APPL3CABLE, EXCEPT FOR MOUNTIING CONDITIONS INCLUDING -W 01 MAY VAFM O O TOP M011Ni = 00 G-WATM THAN OR EQUAL TO 1S Ti 40 AS RECO) MID � 9^� .6.6 oaD � OBSTRUCTWN O Z tot--U ELt OPTIONAL 14-2 0 STITCH BOI.TSINRH - IL F -1 ii v Wi4$�D VYINGNUiS FASTENED LL' Q OVERLAPS Q MICEPAN (USE APPROPRIATE aPAN TABLE.) Z W 3t O z J W m F A J SPANS AND LOADS SHOMN ON THESE DRANNNOS. 0 T PIECE ® (SEE DETAILS ABOVE). Z0 co CONSTRUCTION TESTING CORPORATION (CTC), OF MLAML FL, TEST Z Z g� m TYPICAL PANELABOUVE a _. at RE3?ORTM.02.Ot1. oesrRticTIDN 0 a • 1_000' 0. TOP a BOTTOM DETAILS SHOVMC MAY BE � AS FILED _ < BOTTOM $ to cD?t l < YPE AS REOD)CONNT ) MAY BEAT Z TOP a BOTTOM e m •, g �w (LOCATION 8063.78 ALU ALLOY. APPL3CABLE, EXCEPT FOR MOUNTIING CONDITIONS INCLUDING -W 01 MAY VAFM HEADERS WOOD 87pT E� ANCHOR BCODIXE FOR TOP M011Ni = LU G-WATM THAN OR EQUAL TO 1S Ti 40 AS RECO) STAINLESS STEEL VYITH AMIMMUM TENSILE STRENGTH OF e0 KSI. 7. PANELS SHALL SE PERMANENTLY LABI ED W1TH A MSI OF ONE PANEL86AW BUBD-0LTF DISTANCE (2001 !BC SECT2413.73) A '75 OBSTRUCTWN O {{}0�..t ELt OPTIONAL 14-2 0 STITCH BOI.TSINRH - IL F -1 ii v Wi4$�D VYINGNUiS FASTENED LL' Q OVERLAPS Q MICEPAN (USE APPROPRIATE aPAN TABLE.) T3! 47 W 3t O z J AWM AtiOt E I J PAN CX 09UttE F A J I& STORM PANELS SHALL BE 22GASTEM fGALVAMMMTHICKNESS "0.02?' ATYPICAL MOUNT ATION AROUND OBSTRllCTKfN � � $ oQ. A" C OWORMONG TO ASTM AW3. STR MURALQUALiTY. GRADE SIXG o r1CORNER CLOSURE DETAIL /0 WALL MOUNT CLOSURE DETAIL v Nib N Q O � GALV COATINGWITHAMN FY'aQbKSLALLE rRUSI0NSSKAU.BE ALT — 0 ro COADFnoNS CCTAT£ PANELS MAY � MOLlriTEA HORIZONTALLY WHERE 8063.78 ALU ALLOY. APPL3CABLE, EXCEPT FOR MOUNTIING CONDITIONS INCLUDING -W 01 OYERI.AP V" LBEYOND VWN00W DISTANCE HEADERS WOOD 87pT E� ANCHOR BCODIXE FOR luau �e >Atm FRAMING ANY ACCEPTABLE ANQH(E FOR DESIGN G-WATM THAN OR EQUAL TO 1S Ti 40 LOAOES GREATER THAN STAINLESS STEEL VYITH AMIMMUM TENSILE STRENGTH OF e0 KSI. 7. PANELS SHALL SE PERMANENTLY LABI ED W1TH A MSI OF ONE BUBD-0LTF DISTANCE (2001 !BC SECT2413.73) SUlL := MOUNT CLOMME DETAIL EE tt�' MARKING PEST PA ELAS FOLLONi$ 0250' EXISTING CONCRETE HIOLL7 FWFi STORM PANELS. INC MAX BLOCK OR VYOOO FRAMING OPAIOCKI. FLORIDA 1NA:6 MOE COUNTY PROD. CONTRDLA!PMMr® S STORM PANELS HAVE BEEN DESIGNED TWO TESiFA TO THE MAXIMUOM J AWM AtiOt E I J PAN CX 09UttE SPANS AND LOADS SHOMN ON THESE DRANNNOS. M T PIECE ® (SEE DETAILS ABOVE). N CONSTRUCTION TESTING CORPORATION (CTC), OF MLAML FL, TEST RE3?ORTM.02.Ot1. • 1_000' 0. TOP a BOTTOM DETAILS SHOVMC MAY BE � AS FILED _ COADFnoNS CCTAT£ PANELS MAY � MOLlriTEA HORIZONTALLY WHERE EXISTING FASTENER Q is O.C. FOR DESKi I APPL3CABLE, EXCEPT FOR MOUNTIING CONDITIONS INCLUDING -W 01 TEH UJOWN LOADS LESS -THAN ORET]LTALTO HEADERS WOOD 87pT E� ANCHOR BCODIXE FOR luau �e >Atm FRAMING ANY ACCEPTABLE ANQH(E FOR DESIGN 10. ALL BOLTS a VONSHERS SHALL BE ZINC COATED, GAWANMED OR LOAOES GREATER THAN STAINLESS STEEL VYITH AMIMMUM TENSILE STRENGTH OF e0 KSI. 87pd USE ALUM ANGLE Q OSURE PIECE ONLY WITH ANCHORS Q IP O.Q SUlL := MOUNT CLOMME DETAIL EE tt�' 10a d ALUM. ANGLE ®Of2 J-0AN CLOSURE9 OL PIECE ®(SEE DETAILS IN3CAPE1 OSOp LEG DI10 C18 N MAY BE RE11EiLSED OMERL.AP 0.250" CST M M1AX N ASTENER 1S'O.0 FORDE'SK:N LOADS Lt?53 T' _O91331111 Ta 87paT (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHORy. FOR DESIGN K LOADES GREATM THAN VW USE ALUM ANGL EC.OSURE PIECE ONLY VGT}HANCHiORS Q 1W O.C. PRODUCT RENEWED - complying WvA The Florida Budding Code Acoept>mceWol Z-12- I0 -o EMIii�ti0n Daft �0 e N T.9. EME 'o CONCREM HOLLOW�G BLOCK Y �ot _ .. �A • FlORIDA i� ATM PE 111 83 28577 : • - ENC?�t�,t, luau �e >Atm xr— ay titter TacT N2 -ma h AD12' 32 I OF 4 `3 Wo Emm TYPE EMtaEo FtEFERH3NR ANCHOR SCHEDULE 73 FOR MAX SPACM SHORT LEG MAY Be 14 TER SCZEWOR 19.20 A CHINE — SCREW& laff o if: O.G(RYPALLSIM. CONNECTIONS) RIMSEAARAT7dY FRDYOlASS SCHEDULE Ta FOR Max 1 SPACING I STUDAMNGLE BION MAY BE RIENERSEHL AS SHOVW HCZ CONXEC71oN TYPE REFERENCE ANCHOR % SCFHEOME n FOR MAX. int / SPACING CPTIONAL BUILDOUT MOUNTING CONFIGMATIONS QLTHISADM OR MIJ E7 j*jG CONCRM HOLLOW MOCK Oft WOODFRAIAI1G. SEE ON TWE OF . � 'Q CONNEGTm 7m R"titENCE AW" 3CFHEOUL.H T3 FHOR Yale SVACW RY:OD ALAR 031ARMIST OSU TABLE T2 FOR WU MAXIMUM ALLOWABLE SPAN SCHEDULE LOAD LOADSam NosaTh LtAhm Satb soft ATAWatt sP UAMCM 25 10' r 10'-r 30 10'x" t 0'•u 35 10'-0' 10'40' 39 W 4" W4r 40 9'48" 94r 45 9'-4" 9-w 49 8'-11" 91-T 50 V -1{Y' 9-7 65 6'-r. V-11' 58 8=7 8'-10' 80 9-1" V -w 85 T-9' 8'-3" 70 T48` 7'-8" 72 Tom" T-8' 75 1 T-2' T -r 80 8'-9" Id Z W C-2 Q 0 8-0' 275' 100 51-4" .5'-e 110 4'-10' 4'-10" 120 4•$ 4'-8" 130 IDOSTNNGODHI Rm ' I.CYCOti AONTY►E� f LcgMAKt2HsANOS GSCREW . RQ: K E)as roLwnaoANCHOR :trrti:�� HOLLOWDLOCKOR t�il�aAACtNilNttFFiE8Q11231'faOMGM SPAN SCHEDULE MOTES' SCHEDME13FORMAX SAN SPACING as�;Y�withthe:Florida 01I4"' c2CREFAN Tv jMfl RSPAN EWTHMGATrvEDE81GN SCHEDULE73 BYt7d�ID$Code SCH�DULET3 SCHEDULE 73 FHOR MAX tANDTO DET130i1E 11A01M1N11tLOMHMaHLE S70fW BAB®AcceptcCO _ Z a -o Bam N SPACING WITHP ISLEpAmELSp%KSCNEDULEwAccwrAmzFoR70 S�� YEDEsmt BUILDOUT MOUNT SECTION 8 WALL MOUNT SECTION �OITi I BEMEEN SMOR LOAM 15 G N.T.& By • • FLTS - CAdtal • Cl CONNECTIOHTYPE ANCHORS TO BE AT 123' OR 8.W QG ANCHOR SCHEDULE TS FOR MAX. SPACC44 USE REMOVABLE ANCHORS ONLY PBG'a SNPARATIDN FROM GLASS . - E�STLNGIIYDODTRIJSSES EUSTINGOONCRIETE. HOLLOW ES¢STRIGL :E.IFOLLlJW 4pro GMNL ANCHORSCHEOULE C= ANCHOR SCHMULE Sl4SEDONTYPE OFSTRUCTUIM t / BASTAONTYPEOFSTI CTUM I EMSTINCCONCRETE -1M-ZB OW HOLIBLACK OR YLOOD FRAMING ESC REWW3 FNA CYE8C Qf•• (SEEAMCIOR acHEOIILe Na CONNECTION rtm ANCHOR BASEDO N TYPE RIS SCHEDULE T3 FOR MAIC - OF STRLICUXUD SPACING 101-" 3.W TRACK 1DIRECT MOUNT SECTION Q■'F" NXN.T S CNCa1I BCT10NTME SCHSMXE 13 FOR MAX NIl'+AtXNO 11 GLAaNG �� Fri TRUSS MOUNT SECTION N.T.S EXISTMG OONCREM FFar.IAW 8li0CKOR VVOODFRAMING MEAHMM SCHEDULE �: C4 Comar m TYPE BA4EDCN TYPE "REFEIMPICEANCH OFSTRU7TRAv4 SCHEOM T3 FORMAN. SPACING J CEILINGIFLOOR MOUNT SECTION NT.S. i ro MINIMUM SEPARATION 1 x l rl� FROM GLASS SCHEDULE 1 � • a PadfiueeapuaHbn Load0'SF) LtH•a Ttom tla4tasl Stperzdm (+mal 30 DGS! 04--OZ-f2 275' 122" 8'-8` 275' 1.94' 101-" 3.W 3W 35 640` 275' 12P V4r 275' 210" m at w om t� M r v i 6-0 275" 132 45 S-8" 275" 241" 9'-4' "Z92" 29r 6'-O" 275' w� 1-60 5D 8'-10' 275• 273` 6'-0` 275" 1m" 8-1' 278' 244` Id Z W C-2 Q 0 8-0' 275' J JfTUBE s 70 BOTTOM TRUSS 1F4'SQ- DEWEACHTRUSSd78'MW STEa TUBE O>OROISEOSrt'ELTUBEVtMCBNfER LAG 05DESCRIBED A9ONF20TRUSSES � ix � n. J-4'INSAW TOMAX 4B'N1C.TEMEEN11 ill PRO'DUCi REVaM M O z o asooaglt7iLt8vHri9L8LBAo�ida► � < o 40 $rildng (bdB • a I�QiIIHHHaiDa ILctOoatrot AWM OR GALV STEEL SPACERd AS REM d Cl CONNECTION TYPE ANCNOROXOR ,'`Tt>;ilittt/ CHEDULE 73 FOR MAxsPAc7NC+ HSE • PROTROR Wart wlasHL PFMOTRIANRG FROM MaLINIINc SURFACE L OFFSET WALLMOUNT SECTION N.T.S. 10140' 3.00' 3.00' "• • t DGS! 04--OZ-f2 "o � 1 8'-0"275, 1.29" 40 8-8' 275' 228" •,.� . 28677 • 9'-8' 3.00" 3.00". V Z m at w om t� M r v i 6-0 275" 132 45 S-8" 275" 241" 9'-4' "Z92" 29r 6'-O" 275' w� 1-60 5D 8'-10' 275• 273` 6'-0` 275" 1m" 8-1' 278' 244` Id Z W C-2 Q 0 8-0' 275' 1.51- 0 70 T-!; 275' 224" Z (j o 2 Z �� o TABLE T2 NOTES: tJWVRSPAN sCHEDULEwITNPOGRNEDESM o R LOADTODETERNIiEiMHIIANILJO"BL£STOW PANEL SEPARATION FROM GLASS ORDOOR TlO BE CDRSi USE PROTECTED.ITIVEL ADSOICR8p4RD1'aOR WHTfi POSITIVE LOAO60NLY. Z*0139'OLATTO14 BETNEEYLOADS es ACC RZABLEOTHERVANUSENEXTHIGHERLfOAD. ! 1 J JfTUBE s 70 BOTTOM TRUSS 1F4'SQ- DEWEACHTRUSSd78'MW STEa TUBE O>OROISEOSrt'ELTUBEVtMCBNfER LAG 05DESCRIBED A9ONF20TRUSSES � ix � n. J-4'INSAW TOMAX 4B'N1C.TEMEEN11 ill PRO'DUCi REVaM M O z o asooaglt7iLt8vHri9L8LBAo�ida► � < o 40 $rildng (bdB • a I�QiIIHHHaiDa ILctOoatrot AWM OR GALV STEEL SPACERd AS REM d Cl CONNECTION TYPE ANCNOROXOR ,'`Tt>;ilittt/ CHEDULE 73 FOR MAxsPAc7NC+ HSE • PROTROR Wart wlasHL PFMOTRIANRG FROM MaLINIINc SURFACE L OFFSET WALLMOUNT SECTION N.T.S. 20F4 4 -1 • : "• • t DGS! 04--OZ-f2 a Irotao 1 FLORIDA 7" AL1 " -0 i 55983 i •,.� . 28677 • MteY Ir -ora m4MlDHn Na • ,-E A12 -30 i 20F4 4 —BLOCK PENETRATIONMBE Exsntw. BETE. tK)C.Low OR YOM FRAOANG. OR E � (SEE � � � BASED ON TYPE OF STRUCTURE) .'� CS CONNECTION TYPE - BEFPR9ICEAHICNOR SCHEDULE A FOR MAX REfEF49 CE AryCHOR RBO'DGLAO:B 504 SO, D T/ FOR MAX RECOGLASS aEPAR.ow (SEETABLE 72 FOR MR.) flCOST1OG g 1.5tCiIAaNG a H' o� >v OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EXOSIAiG COPD ETE HOULOM BLOCK OR V4OODFPAAW4M MEN4 ODSfiOMM 'HEADER TRACK ISOMETRIC s BASED ON TYPE OF STRURCT Q I Q TOP TRmx XTS _ -_--e� catu9Ecs>ou'�wE cif f f • SCHE37"TT4fgmx SPACWG CUP LOCKS RUSH AGAINST % %% / - %: TOP TRACK • to } E XtSTWG CONCRETE HOL LOW SLAC KOR CSEE ANCHOR of COM9ECIM TYPE SCHEDULE R ANCHOR A CONNECAON TYPE BASED ON TYPE SCHEDULE T/FOR MAX. SCHEt�L•FEfiELET4FC MAXOF STRUCi3RtE) SPACM OV43 Jli T1 FDR Y SPAOWG WALL MOUNT SECTION CE[UNG/FLOOR MOUNT SECTION YYM.L uouwr7RIClmxT s. FITS pRODLICTRENEWED ffi E7tt6iAiGCANCRETE 19 XU W Buxtffiagcode (� ANCHOORR SC o l 07 BASED ONTYPI?OFSTRUCTTRtfj Ua1e�,8 PEt>ETRATFON oFtE mom CGS LEG K" SEBF,DTT - 1� ..wC %�TO sO flag MAX A"c"oft REO'D GIAW SE PAR W J TR18l.E T2 FOR Y19t1Li � (SEE � � � F n~ u BEFPR9ICEAHICNOR SCHEDULE A FOR MAX PANEL @ BOTTON WM 13" PANIELMI TES RBO'DGLAO:B 504 (T) HEADERENOUP zv O �< SKS UAX _ f TFV= E XtSTWG CONCRETE HOL LOW SLAC KOR CSEE ANCHOR of COM9ECIM TYPE SCHEDULE R ANCHOR A CONNECAON TYPE BASED ON TYPE SCHEDULE T/FOR MAX. SCHEt�L•FEfiELET4FC MAXOF STRUCi3RtE) SPACM OV43 Jli T1 FDR Y SPAOWG WALL MOUNT SECTION CE[UNG/FLOOR MOUNT SECTION YYM.L uouwr7RIClmxT s. FITS pRODLICTRENEWED ffi E7tt6iAiGCANCRETE 19 XU W Buxtffiagcode (� ANCHOORR SC o l 07 BASED ONTYPI?OFSTRUCTTRtfj Ua1e�,8 PEt>ETRATFON oFtE mom CGS LEG K" SEBF,DTT - 1� ..wC %�TO sO flag MAX LECs WAY BE SENT TOGO Aap MAX (� HEADERISILL MOUNT SECTION v TRAP MOUNT TRACKS ONANTAE.OLTS. 3 �0.828'I tT D.R78' OPTKWALPLA8PC KWft •eituresr+rw�enaaew� E XMTM CONCRETE HOLLOW ER0C K OR VI000 Fft%LW 9. A"c"oft aEE ANCOIOR SCHEDULE ---- SCHEDA TI FOR MAX : SPACINGEXISTM F fllA2Mwo FASTENEAC71F'AH$ADJACOITTOLAST BEFPR9ICEAHICNOR SCHEDULE A FOR MAX PANEL @ BOTTON WM 13" PANIELMI TES RBO'DGLAO:B 504 AO.� PANEL TYP vir ANGU! @ END YVAW s®ARDIST 6 ]L T:fSWTAKE DIRECT WALL MOUH�M" SECTION CPnONAL PLASM KNOB. 70 EASE PANELS DMIG CT CONN TYPE m tv {REF DETAIL'} LTS. fWFA IC HORSCHEO. -T4 FOR MAXAFAC M LECs WAY BE SENT TOGO Aap MAX (� HEADERISILL MOUNT SECTION v TRAP MOUNT TRACKS ONANTAE.OLTS. 3 �0.828'I tT D.R78' OPTKWALPLA8PC KWft •eituresr+rw�enaaew� E XMTM CONCRETE HOLLOW ER0C K OR VI000 Fft%LW 9. 0 ' , aEE ANCOIOR SCHEDULE ---- BASEDONTYPEOF$TR%=nX q F co comawromTYm - FASTENEAC71F'AH$ADJACOITTOLAST BEFPR9ICEAHICNOR SCHEDULE A FOR MAX PANEL @ BOTTON WM 13" PANIELMI TES S9ACEN0 AO.� PANEL TYP vir co atwaNG AT BOTTOM OF ' AOIACENT PAIS TDP'MTRAOCOR 0 ' , oaEITE9lccoelGrETE IIOLLavYeLoacDR ---- E RREiYMG WOODSCHEDULE F 8ASE DONTYPE FASTENEAC71F'AH$ADJACOITTOLAST OF Si1GJCTiIRF) PANEL @ BOTTON WM 13" PANIELMI TES L a)*xrxG.ostrT�N— t MPOWERS OUXW ALT$trOX&VLY. ANGU! @ END YVAW USE M PANEUM ATES AND NOTCH 8O1TOM S /1 SW TO'IRACK CORNERS OF HAW PANEL TO RT OVER c>' co* DIRECT WALL MOUH�M" SECTION CPnONAL PLASM KNOB. 70 EASE PANELS DMIG p YIKL {REF DETAIL'} LTS. TDP'MTRAOCOR z SCD 0 ,96— FASTEItTO R SiltUCitRtE F'Bt L a)*xrxG.ostrT�N— ANGU! @ END YVAW (� S /1 SW TO'IRACK a TDP'MTRAOCOR ^p SCD TOP * TRACK ,96— FASTEItTO R SiltUCitRtE F'Bt N b SEMONSTOLEFT) (� W a c>' co* c CPnONAL PLASM KNOB. 70 EASE PANELS DMIG DETAIL M LEFI) Z J a� o B Of ATMWSPANFOR LSE YYTIIiR!].ONABIE Z 0HANDLEANCIM p Z so PLASTICIMM ® Q a 'MHEADE R &TOPPE R IAETRIC LASTPA ELVDIMED �fROLL MifgDE CF SLOG TWICAL ENT /—OVERLAP /—P�AWEL NOUS W VW43NUM WMAX FACHI�DEOFUIST ELCOP �TS PANEL ABCfftOMOF �A ADJACeRrPAHEL rXr#AAXNDTlCH IN S YO 1111141111 — - `, iN . Iy� $ DIRECT WALL MOUNT EXTERIOR ELEVATION C EN V QtEFdETA1LYj.N.T.S. YwRyG •R${/JsED FLORA �I�lalidt 'p :A #55W3C�At 26677 � 0 T.E •Centres A LEEMviri a .z °0O uJ� z CD � � Zo A J t 4 B O O a Ss O N 2{►Q W -w -I: wra as mm u NCY 0 --ns -~AD12-30 SOP4 Z SCD m ,96— BOROMxTRAC KOFt w 8arWMVTRAI�FAST84'MN� a DETAISYLN&OTOLEFT) c tok�, IAETRIC LASTPA ELVDIMED �fROLL MifgDE CF SLOG TWICAL ENT /—OVERLAP /—P�AWEL NOUS W VW43NUM WMAX FACHI�DEOFUIST ELCOP �TS PANEL ABCfftOMOF �A ADJACeRrPAHEL rXr#AAXNDTlCH IN S YO 1111141111 — - `, iN . Iy� $ DIRECT WALL MOUNT EXTERIOR ELEVATION C EN V QtEFdETA1LYj.N.T.S. YwRyG •R${/JsED FLORA �I�lalidt 'p :A #55W3C�At 26677 � 0 T.E •Centres A LEEMviri a .z °0O uJ� z CD � � Zo A J t 4 B O O a Ss O N 2{►Q W -w -I: wra as mm u NCY 0 --ns -~AD12-30 SOP4 Its ANCHOR SPACING SCHEDULE ANCHOR NOTES: ANCHOR SPACING SCHEIXJLE li emm Mawr►AWMA.V"L►amm 25 EDGE DISTANCE 39 Y2 51&O' 16 0 15 8 12.5.16.5 7.6. &V PANS UP TO 6.508 SPANS UP TO SMIt SPANS UP TO 10.6711 49 ANCHOR LOAD COMJTYPE CONNtTYPE COWTYPE D 12.516.r Sr 10.5 S.W ICA' 4Ar 6B 62F &T 30' 60 cap(b)=968.63 Tcap(b) = 21800 ?S9 12513X &9" 8.3' 2_ Y 9T Ur 6Q' c/ u a « Cl C2 cs C4 C1 C2 C3 C4 130 /4' x1514' EMBED 30 12.5' 16.0" 18.0' 16.0' 125.16.0" 16.0' 1&F 12.5' 1&W 11.8' 13r 39 ELCO TAPCON 49 123'16.W 1&0' ISr 1251&0" l lAr 13.3' 12.5.16.0" 8A' 10.r 49 3320 PSI CONG) 56 12.5' 16.0.16.0" 16.0' L2.r I&W &V 11.r 12.6" 16.0" 8X' 10 r - 56 Tc p(Jb) = 48300 72 12.5.16X' 130" 14.17 12.5" 160" &W 100 125' 16x" 80 10.3' 72 Vwp(b) = 475.00 130 12.5' 18.0' Wr 103" 1Z5"16X' S.0" 10.7' 12B' 1&Cr 6.0.103' 130 114-x17Ar EMS 39 125' 16X-16.0" I&V 12X' 16.0' 1&17 150 t2.6'1&(r 10.6" 12r 39 ALL -POINTS SOUR -SEI 49 125''I&Cr 16.0'160 12.516.0" 10.2" 11-V 12.5' 160' 7.17 9-T 49 LEAD SHIELD ANCHOR - Sa 12.5' 160' wee 1&0 125" 1&0- 7.9" 9A" 121716.0 7.1- 917 Z TcOPP)=428 72 12.5160" /1.S 12.7" 1251&0" 7.17 917 IZS' 16X' 7.1' 0r C> veap(b) = 429 130 12516.0' 7.1" 917 126' 16X" 7.r 92 i2.r16.0" 7.r 817 130 r EbAEW 62r 9.r 3.4" ur i&016X` 16X" 12X' 160` 13.3" 15.r 12.r 16.0 9X 12.r Cep(b) = 20-.75 ANBMATE 49 12 6' 1&016.0"I&W 12-W 18.0" 95r 120' lZr I&W 6r- 9.0'50 PSI CONL') K W 16.(' 14.9" 160' 12.5160' 6.9-100' 2516.0 Sr &W 9.r =37200 72 1&9.1501717.r" 2.516.0' 617 9s' 2.5" I& ` 61711 =565 00 130 125160. 617 9.6 12516 4 -6.2" 9.5 16-0` 6.2. 90' ANCHOR NOTES: ANCHOR SPACING SCHEIXJLE li emm Mawr►AWMA.V"L►amm 114" x1-114` EAS 39 Y2 51&O' 16 0 15 8 12.5.16.5 7.6. &V 126' 5.4" 70 160" 12:5 4.8" 125-16X" 8.17 3 r ELCO TAPCON 49 125 160" 1Z7" 120 .25.12.3' SX 77' 10.0. 3.8" S.r 6 2' 134• . 58 - 12.516.r Sr 10.5 S.W ICA' 4Ar 6B 62F &T 30' 60 cap(b)=968.63 Tcap(b) = 21800 72 12513X &9" 8.3' 2_ Y 9T Ur 6Q' 62r 9.T 36" 60" yj v6v(14 = 398.00 130 62V 07" 3.5 6.0 42V 97' 3Ar 6x 62V 97. 36" 60 12516.0' 16.0" 7.17 x1-71• EMS 39 125160 160 160 121' 18.0" 127'10.3' 125' 1&6" 8.8' &r CO ALL4K=S SOLID -SET 49 lZr 18.0' 160' 13.1' 12516.0' S.6• Sr 126' 1&0' 62" 60 0 LEAD 6HtELDAH(IiDR - 56 12516.0'14.3"11X" 12.51&0" 6.6' Sr V_W I .r W 6.0 0 Tcap(1b) = 358 72 12516.0' 9.r 8.8' 12.6.15.9" Er 6A" 12.516.9•- 8 r 6.4' 3 - 249 130 12r 16.r Lr &C 12515.8" 5A" SJC 12jr 15 r 5 9" SA' 49 WXI-VCEMBED 39 12.r 16A-160' 12.2' 12.514.5 7.3' 7.T 82V 11.8'•• 5.17 81 se PANELMATE 49 12X" 160 11.9' 9.r 62' 11.5" 4.9' sx' 6.25' 9A" 3.6. 4A' 0 _ 12-r 140 Sr : Cr 58 12.r u r 82' &r 625 &8' 38• &r 6.26' &r 34. 4.r 130 Tapp) =204.75 72 82512." 60' 60' 825" 9.r 3A' 47' 82F Ai' 3A' 47" 55 }=233.5D 130 62v 9.r 3A' 4.17 62r 9.r 3.4" ur s2r 9.r 3A' 4.T ANCHOR NOTES: ANCHOR SPACING SCHEIXJLE li emm Mawr►AWMA.V"L►amm 0_75' EDGE DISTANCE 30 x r THREAD 39 12.51&0^ 16.0" 7S 160" 12:5 4.8" 125-16X" 8.17 3 r 12-C 1&(r PENEVUAG SCREW 49 125-160' 16.0" a 9' 16.0' 8.6' 38' '16.7 B.T 31" 6 2' 134• . 58 16.0-144• &r V 1&0 &8' 317 2s"160 &o' 11.0" cap(b)=968.63 72 'IB.O' &a--4.17 51&6' 8.0" 125'16X' 8.C1' TCap(b)=21&00 cap(b) -62A7 130 121r I&T 8.0 125" 160' 6 0' 123 16.0' 6 6' 9.r OU x 1-111' THREAD 39 12516.0' 16.0" 7.17 2.51&0 &74 8"r;13.5 5 8' 3A• p 1NC)OD SCRew 40 . 12.518:0" 13.8' 6.17 13.2'&V 3.8` 2.6` 10.7' 4.1' 3.17 6.5 144• omp(Ib)=48300 SS 12 180' 9.3" -bar 0' 1117 4.T 3;17 .2510.4" &r 38' 11.8' cep(b)=234X0 72 12514.: Sr 4.1" 62r 10A" 3.r 6225100' &r 8B" Vcap(b) = 9674 130 62r 100' 30' 6.M' 10.4" 3A- 6251&4' 3.17 aP 7rw x &r F34 3W 39 125' 180' 18.0" 13x' 12518.0- 85" &r 13.4' 5.7' &r LEAD SHIELDANCHOR BRASS BUSHING &• 49 128' 180" 13.6" 10,3' 125" 13.17 5.5 6A' 62r 10.6" 40 6.2' a6 V4M20 SHREW se 12.r I&W 0.r Sr 62r I tl' 4.T SA• 62V 10-T 38' 50 9.a" 16.0 Tcap(b) = 231.50 72 12-r 140 Sr : Cr 627 10.T 3 E" 6X' 62V 100' 3Jr 60' 129" 150' Vcmp(b)=232.60 130 je2v10.5" 3.8; b r 6.2V 10.3" 3Ar & 10.7 &W S.0' ANCHOR NOTES: ANCHOR SPACING SCHEIXJLE li emm Mawr►AWMA.V"L►amm 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOVWME STORM PANEL SPANS FOR SPEC WIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOVW4BLE SPAN SCHEDULE (TABLE 711. 2 ENTER ANCHOR MULE BASED ON THE EXISTING S)RUCTURE MMATERJAL &ANC1iORTYi'! -tiBEGi' DESW7N-LOAD GREATER THAN OR EOUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANDSELECT SPAN GREATER THAN OR EQUAL TO SFRTITER SPAN. & SELECT CCNtNECTMON TYPE BASED ON APPROPRLITE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDERTNICAT1011 OF CONNECTION TYM 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. V" RE EXISTING STRUCTURE IS WVOO FRAMING, EXISTING CONDMONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRIW ING MEM[B@2S. NOT PLYWOOD. FASTEN NG j ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. tw complying with the FlDejdB Building Code L'Z E1m93Mi0Q Dat- O ANCHOR SPACING SC14EDULE t, r �'6O""'r r�nss. w� rauwtl 25" EDGE DISTANCE 30 ANCHOR LOAD SPANS UP TO SPAM UP TO 12-C 1&(r TAPCON 40 5.50ft aim 6 2' 134• . (PSI) COMM TYPE CONN TYPE 11.0" 16 3A- CS Ce Cs 06 TCap(b)=21&00 114" x1.314" EM 10ED 39 •-lair 16.0" 16.0" 160- 9.r ELCO TAPCON • 45 •180 18.11 11.4" 16.0• 13r (LYN W20"51 CDI1f.') 55 16x' 18.(' 7.8' 16.0" 6.5 144• omp(Ib)=48300 6s 14.2' 160" 6.0" 160" 38' 11.8' VCW*b)o475-W 72 i11x' IS.T 6X" 16x' 8B" V4' xl-W EMBED 39 (16.0" 16.0' 14.8' 18.0" aP ALL•PO4 m SOLM-SET 45 16.(" 16.0' 10.1" 160' TCap(b) = 968.00 LEAD SHIELDANCHOR 0 -16x' 16X' 6.B" 160" Z TcaP01) = 42800 a6 12.6" 18.017 6.3' IsAr V VCBP(Ib) = 428.00 72 9.a" 16.0 53- 160 39 N" x1.2" EMBED 39 16x' 160" 129" 150' to3' ELCO PAtBMAATE 45 -160' 16:0' 8_8" i8 0 4.8' (LAN 335D PSI CONC) 55 16.0' 16X" Gr 160' 1a r eap b) =37200 86 11x' 16.0 4.8- 16.0 Cep(b) = 20-.75 uP(b) 56500 72 &r 18.0 4.6' 16.(' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOVWME STORM PANEL SPANS FOR SPEC WIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOVW4BLE SPAN SCHEDULE (TABLE 711. 2 ENTER ANCHOR MULE BASED ON THE EXISTING S)RUCTURE MMATERJAL &ANC1iORTYi'! -tiBEGi' DESW7N-LOAD GREATER THAN OR EOUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANDSELECT SPAN GREATER THAN OR EQUAL TO SFRTITER SPAN. & SELECT CCNtNECTMON TYPE BASED ON APPROPRLITE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDERTNICAT1011 OF CONNECTION TYM 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. V" RE EXISTING STRUCTURE IS WVOO FRAMING, EXISTING CONDMONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRIW ING MEM[B@2S. NOT PLYWOOD. FASTEN NG j ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. tw complying with the FlDejdB Building Code L'Z E1m93Mi0Q Dat- O ANCHOR SPACING SC14EDULE t, r �'6O""'r r�nss. w� rauwtl WXI-IWEMBED 30 16X' 16.0 7 5'15.6• 1&9' 160" 12-C 1&(r TAPCON 40 law 16.0' 0 6 2' 134• . &7' 37' 55 55 11.0" 16 3A- 11:0" 10.6' 180" TCap(b)=21&00 72 18.4- 14b" az 180' 9.r O 00(16)=38&00 130 &W 13r Te p(b) = 366.40 &r .'" xt 71" EMBED 6.5 144• 180' I&T 12.4• 180" 38' 11.8' ALL.101= S011DSET 49 16.0' 16.0" 8B" •83.0• 2 SHIELD ANCHORSB 5r 14Z 18X 1&Jr 6 5' 16 0' 8 TCap(b) = 968.00 72 10.5 180" 16.Cr 160' S.S' 14Z 3 W213 )=249.00 t30 e.2" 16.01 art' 15.17 0 u4" XI-1WEMBED 39 18 0" 16.0" 7.1' 14.6- to3' EUC O AMMANTE 49 ler 180' 4.8' 125 _ 97- 70" • 68 1a r i8 0" 317 10 3' 8,4' 4.8' Cep(b) = 20-.75 72 8.0" 13.r 91' Vcap(b) = 23350 130 4.7' 12.4' 9.r 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOVWME STORM PANEL SPANS FOR SPEC WIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOVW4BLE SPAN SCHEDULE (TABLE 711. 2 ENTER ANCHOR MULE BASED ON THE EXISTING S)RUCTURE MMATERJAL &ANC1iORTYi'! -tiBEGi' DESW7N-LOAD GREATER THAN OR EOUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANDSELECT SPAN GREATER THAN OR EQUAL TO SFRTITER SPAN. & SELECT CCNtNECTMON TYPE BASED ON APPROPRLITE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDERTNICAT1011 OF CONNECTION TYM 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. V" RE EXISTING STRUCTURE IS WVOO FRAMING, EXISTING CONDMONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRIW ING MEM[B@2S. NOT PLYWOOD. FASTEN NG j ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. tw complying with the FlDejdB Building Code L'Z E1m93Mi0Q Dat- O ANCHOR SPACING SC14EDULE t, r �'6O""'r r�nss. w� rauwtl 0.75 EDGE DISTANCE 39 ANCHOR 114• x r M IWAD 39 1&9' 160" 12-C 1&(r 100 7.r PENETRIAG SCREW 45 /8.0' 160" ex" 16.0" 8A` Sir &7' 37' 55 Iter 18.0' 5.6- 160' IW x1.3W EMBEI) Teap(6)=550,3.i 66 10.6' 180" 4.4' 160' TAPCON = 8297 72 az 180' 4.4' 180• (SON 332WM C 014M 4 x 1-11rTHREAO 39 16.7 160 8.1' 1&O" Te p(b) = 366.40 PENEMVJOOD SCREW .'" 18.0" 16.0' 6.5 144• Vbapffi). 72 55 11X" 160" 38' 11.8' x1.71'EMBm Tomp(Ib)=234.00 66 8.r Isr 100' ALOX)INTS SOLID -SET VCap(19 = 9674 72 5r 14Z 10'r LEAD SHIELD ANCHOR 8' x SW.EMSED 39 1&0" 160" 6.0" 1&0• Tsap0b) = 42800 BRASS BUSHING & 45 16.Cr 160' S.S' 14Z Vcap(b)-428.00 SC REW 56 11T 180" Wr 11.r 1/4" xw EMBED C+P(t = 231.60 as 6.r ISO 102, PANBAIIATE Vcap(b) = 23250 72 Sr 140 to3' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOVWME STORM PANEL SPANS FOR SPEC WIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOVW4BLE SPAN SCHEDULE (TABLE 711. 2 ENTER ANCHOR MULE BASED ON THE EXISTING S)RUCTURE MMATERJAL &ANC1iORTYi'! -tiBEGi' DESW7N-LOAD GREATER THAN OR EOUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANDSELECT SPAN GREATER THAN OR EQUAL TO SFRTITER SPAN. & SELECT CCNtNECTMON TYPE BASED ON APPROPRLITE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDERTNICAT1011 OF CONNECTION TYM 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. V" RE EXISTING STRUCTURE IS WVOO FRAMING, EXISTING CONDMONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRIW ING MEM[B@2S. NOT PLYWOOD. FASTEN NG j ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. tw complying with the FlDejdB Building Code L'Z E1m93Mi0Q Dat- O ANCHOR SPACING SC14EDULE t, r �'6O""'r r�nss. w� rauwtl ��11,111 r r f i4 XATED IN CENTER OF NOMINAL 2• x 4' (MAIM WOOD STUD (94" EOtiE DISTANCE AS ACCEPTABLE FOR WOOD FRAMING)- V4000 STUD SHALL BE ...•,� sour TERN PINE, (;.056 OR GREATER DENSITY. LAG S'CREWSHALL HAVE PHILLIPS PAN HEAD OR HEX HEAM 7. • DESIGNATED REMOVABLE ANCHORS. VMCH ARE REQUIRED FOR DIRECT MOUNT 04STAU ATXM `• 8. MACHINE SCS SHALL HAVE MINIMUM OF 1!2" ENGAGSENT OF THREADS IN SASEANCHORAND MAY HAVE � 1� • n== eTHER A PAN HEAD TRIM HEAD. OR ~ER HEAD (StDEYW1LK BOLT}�ULT$8i►ISgp ` L !l rR PE 1559 _ 9. MINswu EAuwzm NT AND EDGE DWANCE EXCLUDES STUCCO OR OTHER VJkLL FINISHES t agn -u 289 1Q DEgMA1ESAwCHORCONDMONSWh9CHARE NOTACCEPTABLEFOR USE. w�__.Dauftboic s., _ s. =_p• 0 20" EDGE DISTAi4CE 39 ANCHOR LOAD SPAN To SPANS To c 100 7.r &r 40' CONN TYPE CONN TYPE se 8A` Sir &7' 37' C7 CS C7 Ce 72 IW x1.3W EMBEI) 30 160 1517 13.6" 9.7" 130 TAPCON 45 16.0" I&r 11.8` SA" 39 (SON 332WM C 014M 56 1sr 10.8" 9.0" &r 49 Te p(b) = 366.40 65 12.r 92 80' Wr 58 Vbapffi). 72 110• Sr 80' 60' 72 x1.71'EMBm 39 16.0" 16x' I&2. 10.8' 130 ALOX)INTS SOLID -SET 46 18.0" 147 13.7' 9.T 39 LEAD SHIELD ANCHOR SS 160" 12.0' 10.8' 70" 7 Tsap0b) = 42800 85 14.4" 10r 9.5 &r t0i Vcap(b)-428.00 72 13.(' 92 9.5- 67" 72 1/4" xw EMBED 39 160" 115' 10.3" 7A" 130 PANBAIIATE 45 14.r 10.17 &r 6A' &1- 3.r KMIN 33W PM CONC) 66 11 5 dr 7.T Sr CaPlb) = 297.80 85 97- 70" 6.4" 4.6• .202-M 72 80 Sr 8,4' 4.8' ��11,111 r r f i4 XATED IN CENTER OF NOMINAL 2• x 4' (MAIM WOOD STUD (94" EOtiE DISTANCE AS ACCEPTABLE FOR WOOD FRAMING)- V4000 STUD SHALL BE ...•,� sour TERN PINE, (;.056 OR GREATER DENSITY. LAG S'CREWSHALL HAVE PHILLIPS PAN HEAD OR HEX HEAM 7. • DESIGNATED REMOVABLE ANCHORS. VMCH ARE REQUIRED FOR DIRECT MOUNT 04STAU ATXM `• 8. MACHINE SCS SHALL HAVE MINIMUM OF 1!2" ENGAGSENT OF THREADS IN SASEANCHORAND MAY HAVE � 1� • n== eTHER A PAN HEAD TRIM HEAD. OR ~ER HEAD (StDEYW1LK BOLT}�ULT$8i►ISgp ` L !l rR PE 1559 _ 9. MINswu EAuwzm NT AND EDGE DWANCE EXCLUDES STUCCO OR OTHER VJkLL FINISHES t agn -u 289 1Q DEgMA1ESAwCHORCONDMONSWh9CHARE NOTACCEPTABLEFOR USE. w�__.Dauftboic s., _ s. =_p• 0 xl-Iw eMBED 39 122' a2• &T 6 39 8.00 TAPC.ON 49 100 7.r &r 40' 45 8.5 5.7' se 8A` Sir &7' 37' as cap(b) 174X0 72 70' 4.r • 50- 3.3- 0 Wep(1b) = 318.00 130 &S' 4.6' &r zx 72 114'x1.710EMBED 39 1&0' 123' lox 7.8" O ALL -POLARS T 49 1417 197' 9.0' &r ZLEW SH13D ANC HM 58 11.7' &r 7.4' s0' 0 Tcap(b)=36800 72 9.9' 7A' Cr 4.0' 3 Vicep(b) = 249.00 130 SA' 67" 6.5 Lr O xt-114" EIi9ED 39 112" Sx' 7.1" 6.17 j0ELCO PANELMATE 49 97" &r 62" 4A- _ • 88 7Ar &W sJr 30 • 56 Tcap(8f) = 201.50 72 6.7' 4.17 4.4" 32' 85 Vcap(b) =196.50 130 6-1" 45" 4.4' 317 ��11,111 r r f i4 XATED IN CENTER OF NOMINAL 2• x 4' (MAIM WOOD STUD (94" EOtiE DISTANCE AS ACCEPTABLE FOR WOOD FRAMING)- V4000 STUD SHALL BE ...•,� sour TERN PINE, (;.056 OR GREATER DENSITY. LAG S'CREWSHALL HAVE PHILLIPS PAN HEAD OR HEX HEAM 7. • DESIGNATED REMOVABLE ANCHORS. VMCH ARE REQUIRED FOR DIRECT MOUNT 04STAU ATXM `• 8. MACHINE SCS SHALL HAVE MINIMUM OF 1!2" ENGAGSENT OF THREADS IN SASEANCHORAND MAY HAVE � 1� • n== eTHER A PAN HEAD TRIM HEAD. OR ~ER HEAD (StDEYW1LK BOLT}�ULT$8i►ISgp ` L !l rR PE 1559 _ 9. MINswu EAuwzm NT AND EDGE DWANCE EXCLUDES STUCCO OR OTHER VJkLL FINISHES t agn -u 289 1Q DEgMA1ESAwCHORCONDMONSWh9CHARE NOTACCEPTABLEFOR USE. w�__.Dauftboic s., _ s. =_p• 0 0.76' EDGE DISTANCE r x r TFIREAD 39 7.5 60' 4.5- 417 PENETIUAG SCREW 45 8.5 5.7' 4.17 as 6.3' 49- &C aep(fb)=369.53 05 4.5 317 vcap(b) = 8297 72 4.r 3 5' 4.9" 30 #44xl-lZZ'7HREAD39 7.7' 82' PENEMY40M SCREW 45 GAr &4' 42' 3,C' 55 3.4" 4.4" 3A" Tbapp) a 234X0 66 4.6" 3r Wr vcap(b) = 9674 72 4.17 3.r 3X' 118"x638-EMABED.- 39 13.0' 917 Sr &r www NIG & 45 112' &Cr 7.r 6.17 1/¢20 SCREW • 56 ez &r 6.8• 4.r Tcap(b)=231.50 85 7.8" 50' 5.17 3.7" VbPP(b) a 23250 72 7X• 5 r &1- 3.r ��11,111 r r f i4 XATED IN CENTER OF NOMINAL 2• x 4' (MAIM WOOD STUD (94" EOtiE DISTANCE AS ACCEPTABLE FOR WOOD FRAMING)- V4000 STUD SHALL BE ...•,� sour TERN PINE, (;.056 OR GREATER DENSITY. LAG S'CREWSHALL HAVE PHILLIPS PAN HEAD OR HEX HEAM 7. • DESIGNATED REMOVABLE ANCHORS. VMCH ARE REQUIRED FOR DIRECT MOUNT 04STAU ATXM `• 8. MACHINE SCS SHALL HAVE MINIMUM OF 1!2" ENGAGSENT OF THREADS IN SASEANCHORAND MAY HAVE � 1� • n== eTHER A PAN HEAD TRIM HEAD. OR ~ER HEAD (StDEYW1LK BOLT}�ULT$8i►ISgp ` L !l rR PE 1559 _ 9. MINswu EAuwzm NT AND EDGE DWANCE EXCLUDES STUCCO OR OTHER VJkLL FINISHES t agn -u 289 1Q DEgMA1ESAwCHORCONDMONSWh9CHARE NOTACCEPTABLEFOR USE. w�__.Dauftboic s., _ s. =_p• 0 FJ MECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 8/30/2013 Project No. " Company Name COCONUT GROVE GLASS & MIRROR Designed By EDWARD A. LANDERS, P.E. Address 3660 N.W. 41 ST. Description IMPACT WINDOWS & DOORS City MIAMI Customer Name BARCLAY EFFS State FL. Proj Location 912 N.E. 95 ST. MIAMI SHORES, File Location: C:\Program Files\MECAWind\BARCLAY.wnd Envelope Procedure per ASCE 7-10 Chapter 28 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 = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 4.5 : 12 Slope of Roof(Theta) = 20.60 Deg Ht: Mean Roof Ht = 21.50 ft Type of Roof = Gabled RHt: Ridge Ht = 24.00 ft Eht: Eave Height = 19.00 ft OH: Roof Overhang at Eave= 1.50 ft Roof Area = 8757.00 ft^ 2 Bldg Length Along Ridge = 100.00 ft Bldg Width Across Ridge= 84.00 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 Zm: 0.6*Ht = 12.90 ft lzm: Cc*(33/Zm)^0.167 = 0.18 Lzm: 1*(Zm/33)^Epsilon = 577.99 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 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 Gust1 or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 r MECAWind Version 2.1.1.4 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 8/30/2013 Project No. Company Name COCONUT GROVE GLASS & MIRROR Designed By EDWARD A. LANDERS, P.E. Address 3660 N.W. 41 ST. Description IMPACT WINDOWS & DOORS City MIAMI Customer Name BARCLAY EFFS State FL. Proj Location 912 N.E. 95 ST. MIAMI SHORES, File Location: C:\Program Files\MECAWind\BARCLAY.wnd GCp a�L2_�3,-2-,-3 psf psf -------------------------------------------------------------------------- MKS "A,C,E,F,G" 0, -0 not 3.59 9.0 4 1.00 -1.10 s©vvm -56.13 MKS ' 2.50 2; 1;22;1;2 1 5 1.00 r 51.75 -69.29 MKS. "D,H,J" 2.67 [ 12.3 4 0.98 C! 51.06 t_ t MKS. "D,H,J" 2.67 4.59 12.3 WAS Gable Roof 7 < 0 45 � 51.06 -67.92 MKS. "B & D4" 2.67 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd 1.10 43.85 psf ri Width of Pressure Coefficient Zone "a" = 8.4 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- MKS "A,C,E,F,G" 2.50 3.59 9.0 4 1.00 -1.10 51.75 -56.13 MKS "A,C,E,F,G" 2.50 3.59 9.0 5 1.00 -1.40 51.75 -69.29 MKS. "D,H,J" 2.67 4.59 12.3 4 0.98 -1.08 51.06 -55.45 MKS. "D,H,J" 2.67 4.59 12.3 5 0.98 -1.37 51.06 -67.92 MKS. "B & D4" 2.67 5.25 14.0 4 0.97 -1.07 50.61 -55.00 MKS. "B & D4" 2.67 5.25 14.0 5 0.97 -1.35 50.61 -67.02 MKS. "I & D2" 2.54 6.67 16.9 4 0.96 -1.06 49.97 -54.36 MKS. "I & D2" 2.54 6.67 16.9 5 0.96 -1.32 49.97 -65.74 MARK "D3" 2.80 8.15 22.8 4 0.94 -1.04 48.97 -53.36 MARK "D3" 2.80 8.15 22.8 5 0.94 -1.27 48.97 -63.74 MARK "D1" 3.50 7.25 25.4 4 0.93 -1.03 48.62 -53.00 MARK "D1" 3.50 7.25 25.4 5 0.93 -1.26 48.62 -63.03 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd 1.10 43.85 psf ri 303/4 M.O. 3/8 30 WINDOW WI m� 0 Z_ _ Z � W a w to ❑ _ M w Ito z o ❑ Z m _ � 3 OA ELEVATIDN 7- REQ`D. 323/4 MASONRY OPEN'G 32 WINDOW WIDTH 8O ELEVATION 12- REQ'D. ECO WINDOW SYSTEMS, LLC. SERIES "EGO-GUARD100" ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE FRAME WITH 5/16 9 CLEAR LAMINATED IMPACT GLASS N.O.A. 13-0206.04 J� C va5� COPY 183/4 M.O. 3/B 18 3/8 W.W. If 19 _Z I - Z = w ❑ IL ❑ _ PI N If tO z ❑ t[I ° 0 Ellz � 3 -\ ELEVATION 2- REQ'D. � N � N � 'tl QW�� t7 J [r , W P7 ❑ H 0 N ❑ 1 M ZZ in O0�� 0W W E3 M I- wm W E9 �m� ammo LL LIJ _j LL 03 E7 J W W E3 w tD W z 0 m Q N I E- m 03 LEA J „ J �Q�E3 DRAWN BY: E. RODIUDU[Z DATE ; OB -1 3-i 3 REVISION GATE ' OD -00-00 l'HM NRG-2 OF 1 2 283/4 M.O. Z8 INDOW W. O ELEVATION 9- REQ'D. 193/4 M.O. 3/8 19 W.W. m _ m : n Z Z w = 4 F - = 19 � CL 00 O W 2 m ip W Z O III o z3 283/4 M.O. Z8 INDOW W. O ELEVATION 9- REQ'D. 193/4 M.O. 3/8 19 W.W. 19 Z = Z � w CL w \ O 2 O m m� �o �t z o m z � 3 24 3/4 323/4 M.O. MASONRY OPEN'[ 24 3/8 3/8 32 NDOW W. I I WINDOW WIDTH O ELEVATION 2- REQ'D. 7 WINDOW SYSTEMS, LLC. SERIES "ECO-GUARDI JMINUM IMPACT SINGLE HUNG WINDOW IN WHIT \ME WITH 5/1 6" CLEAR LAMINATED IMPACT CLAS I.A. 1:3-0206.04 -\ ELEVATION I- REQ'D. 9 O N d' � W r d' N m I—? ,�n Qw� � J � r E9 10-1 W m 0 (3 E9 ce m 1-3- m ZZt,-� 0 13 E3 w OiDQ w W EJ P3 I- wm wm r mmmrLL 0 LL T z wN(Ji.m }tr -m JWWm � Z 1] m < El mrm-. 0► J R QJ LL. E3 DRAWN BY: E. RGCitIOUFS DATE D®-13-1 3 C2.3-MR-10M, IEDI (7 Z = 4 4 Z W m o m PI III z It m 3 [� Z m O 4 4 0 m z Z Q 3 (A 3 [f] OE ELEVATION 1-• REQ'D. (WITH OBSCURE GLASS) 19 Z = Z � w CL w \ O 2 O m m� �o �t z o m z � 3 24 3/4 323/4 M.O. MASONRY OPEN'[ 24 3/8 3/8 32 NDOW W. I I WINDOW WIDTH O ELEVATION 2- REQ'D. 7 WINDOW SYSTEMS, LLC. SERIES "ECO-GUARDI JMINUM IMPACT SINGLE HUNG WINDOW IN WHIT \ME WITH 5/1 6" CLEAR LAMINATED IMPACT CLAS I.A. 1:3-0206.04 -\ ELEVATION I- REQ'D. 9 O N d' � W r d' N m I—? ,�n Qw� � J � r E9 10-1 W m 0 (3 E9 ce m 1-3- m ZZt,-� 0 13 E3 w OiDQ w W EJ P3 I- wm wm r mmmrLL 0 LL T z wN(Ji.m }tr -m JWWm � Z 1] m < El mrm-. 0► J R QJ LL. E3 DRAWN BY: E. RGCitIOUFS DATE D®-13-1 3 C2.3-MR-10M, IEDI H\ ELEVATION 6- REQ`D. 303/4 5 3 7/8 M.O. MASONRY OPENING 3/8 30 53 1/8 3/8 WINDOW WIDTH WINDOW WIDTH —, O ELEVATION 3- REQ'D. ❑ WINDOW SYSTEMS, LLC. SERIES "EGO -GUARD 11 UMINUM IMPACT SINGLE HUNG WINDOW IN WHITI 4ME WITH 5/16' CLEAR LAMINATED IMPACT CLAS ].A. 1:3-0206.04 JO ELEVATION 3- REQ`D. It O N r tl' N m 1- '? QWi Jar •- L`1NI+7 Q W W LL O �13 co it pi F3 -j :1 • li ZZ Op -2W OIDQw v[9 1 H wm w 17 m F 19 r mEI) 0 LL LLw th t� }01�Lg JWWm � Zam < Eq I V- m r u 0► J R QJ � <IE3 323/4 E. RODR�OYQ MASONRY OPEN'G DATE : De -1 3-7 3 3/8 A 32 3/6 DATE: 43 Da -DD -DD er nun aeR WINDOW WIDTH IfE 1 OF 1 2 m tJ m V3 1919 z 4 4 Z f' Z O IL w 2 m IL m W m� m Ing mo m3 Inz o tnZ NQ QD Z 4 4 O Z H\ ELEVATION 6- REQ`D. 303/4 5 3 7/8 M.O. MASONRY OPENING 3/8 30 53 1/8 3/8 WINDOW WIDTH WINDOW WIDTH —, O ELEVATION 3- REQ'D. ❑ WINDOW SYSTEMS, LLC. SERIES "EGO -GUARD 11 UMINUM IMPACT SINGLE HUNG WINDOW IN WHITI 4ME WITH 5/16' CLEAR LAMINATED IMPACT CLAS ].A. 1:3-0206.04 JO ELEVATION 3- REQ`D. It O N r tl' N m 1- '? QWi Jar •- L`1NI+7 Q W W LL O �13 co it pi F3 -j :1 • li ZZ Op -2W OIDQw v[9 1 H wm w 17 m F 19 r mEI) 0 LL LLw th t� }01�Lg JWWm � Zam < Eq I V- m r u 0► J R QJ � <IE3 DRAWN BY: E. RODR�OYQ DATE : De -1 3-7 3 I RE IDN DATE: 43 Da -DD -DD er nun aeR IfE 1 OF 1 2 i L7 Z F, = z E9 W EL 4J ❑ w E-,� mQ M Z IrLL ❑ N f ❑ 0 42 1/2 MASONRY OPENING 1/4 42 1/4 DOOR FRAME WIDTH v D 1 ELEVATION I- REQ`D. 19 H z = E9 z w III = O W i O mIt m Z I 13L ul Q O O 0 34 MASONRY OPENIG 33 1/2 DOOR FRAME W. D2 ELEVATION 1- REQ'D. MR. GLASS DOORS & WINDOWS, INC. SERIES "MG -500" ALUM. IMPACT OUTSWING FRENCH DOOR IN WHITE FINISH FRAME WITH 9/1 G" CLEAR LAMINATED IMPACT GLASS N.O.A. 12-0517.23 34 MASONRY OPEN'G 1/4 33 1/2 1/4 DOOR FRAME W. D3 ELEVATION 1- REQ`D. O It � N d' r 'Cr N m [(] QW - II r W 171 W [9 L 0 O� ZZLL 6 0131 W 00- -' ILI U [9 IT P Wm W v] �r F I9 r Lmi.NNO L _ }p►LLm [9 JW Wm U mW �Z❑m QNI mrm .. M.. 14 oQ�U DRAWN BY: E. ROD,uauci GATE : it 08-13-73 REVI9I�N DATE 00 -GO -00 1NElT NUMCCR CG -5 OF 12 E3 Z_ Z � W = EL a t�� in= Z E%w [T 0It 0� Q � w 117 MASONRY OPENING 1/4 116 1/2 1/4 TOTAL FRAME WIDTH 1 3/4 1S3/4 1 3/4 72 1 3/4 1133/4 D.L.O. DOOR OPENING WIDTH D.L.O. 7R. GLASS DOORS & WINDOWS, INC. SERIES MG -4500 ALUMINUM STOREFRONT IN BRONZE 'INISH FRAME WITH 1/4' CLEAR TEMPERED CLAS: I.O.A. 1 1-0720.013 D4 ELEVATION I- REQ'D. olR. GLASS DOORS & WINDOWS, INC. SERIES MG -275' ALUMINUM OUTSWING DOOR IN BRONZE "INISH FRAME WITH 3/16" CLEAR TEMPERED CLAS: J.O.A. 11-0720.07 1- 2 E9 w (9 co Z Z In a rn o Ir 0 0 0 19 Z_ Z m w CL Ls O } rn Ix Z 0 Ea a FLORIDA STORM PANELS, INC. 22 GAUGE GALVANIZED STEEL STORM PANELS SHUTTERS N.O.A. 12-1210.01 0 Q.' � N � N N to �D mWN o QeWy� � J m tri W O�p13 a I -3©m • t,. L pQw IB— w wm (— E r I1MP) WmLLM WWI z— a m <i N I !*- m—mcc.. L 0 a -w DRAWN HY: E. RODAtOYQ DwrE OH -1 3-t 3 �K) moo* 1-9 z z Ill IL 0 z 0 ul Q r SECTION 1/4 It TAPCONS WITH 1 1/2 11 EMBED. INTO WOOD STRUCTURE AT 611 FROM CORNERS AND BALANCE AT 1 211 O.C. (ANCHORING AS PER N.O.A.) 3/811 ECO WINDOW SYSTEMS, LLC. SERIES `ECO -GUARD 1130" ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE FRAME WITH 5/1 6" CLEAR LAMINATED IMPACT GLASS N.O.A. 13-0206.04 1/4" TAPCONS WITH 1 1/2" EMBED. INTO WOOD STRUCTURE AT 6" FROM CORNERS AND BALANCE AT 12 If O.C. (ANCHORING AS PER N.D.A.) WINDOW WIDTH MASONRY OPENING SECTION 3/811 it � N Nm d t0 mWN0 QW�m JV^ .. CED < W N ❑ Q N E91 � m I-3°� L� ZZ _N cl 0 1 0ttooQ E3 V3 W DRAWN BY: E. Roonlauet DATE DB -1 a-7 3 CE) f1 7 >INEGT NUMCER JJjj o G 2 CAULKING 15 _z z w IL } z EOQ 2 E9 w I w Q IL 0 If 19 _z z w CL O 1/4 11 TAPCONS WITH 1 3/8" EMBED. INTO WOOD STRUCTURE AT 4 112" FROM CORNERS (ANCHORING AS PER N.O.A.) 1/4" SHIM 9/16 It LAMINATED IMPACT GLASS MR. GLASS DOORS & WINDOWS. INC. SERIES 6MG-500" ALUM. IMPACT OUTSWING FRENCH DOOR IN WHITE FINISH FRAME WITH 9/1 G" CLEAR LAMINATED IMPACT GLASS N.O.A. 12-0517.23 TAPCONS WITH 1 3/B" c EMBED. INTO WOOD STRUCTURE (ANCHORING AS PER N.O.A.) it O 5x N �I c� N m En h ? N JWP' Oto - m a w m Lt. �F�13C9 E9 O� �3L � ZZ _N 0 13 El % Oo w E3 V3 � wm wm mmm— L ❑ F- In ILI }�Lm _M �wwm WZam Q Eq In - U] .. fiat f J LLQ U DATE: DD -OD -DD =HEET HUMBER CG -B OF 1 2 0 1 3/4" ff 1/4 11 TAPCONS WITH 1 3/8" EMBED. INTO WOOD STRUCTURE AT 5 1 /2" FROM CORNERS AND BALANCE AT 16 11 O.C. (ANCHORING AS PER N.O.A.) 1/4" SHIMMING — 9/16" LAMINATED IMPACT GLASS CAU LKI N G DOOR OPENING WIDTH DOOR FRAME WIDTH MASONRY OPENING SECTION �01 1 3/4 If m MR. GLASS DOORS &WINDOWS, INC. 5ERIE5"MG-500" ALUM. IMPACT OUT5WING FRENCH DOOR IN WHITE FIN FRAME WITH 9/16" CLEAR LAMINATED IMPACT GLASS N.O.A. 12-0517.23 / J of ❑ � N � N N fA l- ? In <WIEg ❑inV3LL < w m O_p c°v t9I'� O �t �-3_� LL. Zz -�1 ❑0-0 ❑mQw C.1 til I- wm W E9 It I- E9 L13 L Ell 0 LL W_jin }mtLm -1 La � Z0m = t- , .. It 0 1- Q w Lr.QU DRAWN H7: E. RaoN�au¢ DATE REVI�IDN DATE . Da-oD-oa eHEET NUM BEN CG -9 aF � 2 ' SECTION 1/4 it TAPCONS WITH 1 3/811 EMBED. INTO WOOD STRUCTURE AT 411 & 711 FROM CORNERS, 411 & 711 ON EACH SIDE OF INTERMEDIATE MULLIONS & BALANCE AT 13 it O.C. (ANCHORING AS PER N.O.A.) 1/4'1 SHIMMING MR. GLASS DOORS & WINDOWS, INC. SERIES °MG -4500° ALUMINUM STOREFRONT IN BRONZE FINISH FRAME WITH 1/411 CLEAR TEMPERED GLASS N.O.A. 11-0720.08 1/4 11 TAPCONS WITH 1 1/4'1 EMBED. CONC. AT 4" & 711 FROM CORNERS, 711 ON EACH SIDE OF INTERMEDIAT MULLIONS & BALANCE AT 13 11 O.C. JANCHORING-AS -PER--N-.O.A.) If O � N � � m W r N m EO w in IQ�,Wyyq° L7�m X< W t9 ago° E91 W. zz``_N 0o-2° ow t]roI ILI P. I- wai ,W,y In �y, r ,,�1 I—� r InILL fn I LL i W In LL. m cli - m J W W m 6L ` 0 m QNrItr% m r ul •• ID1—QW LL u DRAWN BY: E. Rvvluaua DATE OB -7 3-t 3 L:I910Nao-oq HHEEf NUMHER OF 1 2 E9 Z Z W CL 0 c. Z D ul Q d • f d. ' A f A d < .' A'n f . a .i a < - A A SECTION 1/4 a[ S.S. WOOD SCREWS WITH 1 3/611 EMBED. INTO WOOD STRUCTURE AT 411 & ,711 FROM CORNERS, A CLUSTER OF:3 ANCHORS (a 311 O.C. AT MIDDLE AND BALANCE AT 12 It D.C. (ANCHORING AS PER N.O.A.) 1/4" SHIMMING MR. GLASS DOORS & WINDOWS, INC. SERIES "MG -275" ALUMINUM OUTSWING DOOR IN BRONZE FINISH FRAME WITH 3/160 CLEAR TEMPERED GLASS N.O.A. 11-0720.07 1/411 TAPCON SCREWS WITH 1 1/411 EMBED. INTO CONCRETE AT 611 FROM CORNERS, A CLUSTER OF 3 ANCHORS @ 3" O.C. AT MIDDLE AND BALANCE AT 1 211 O.C. (ANCHORING AS PER N.O.A.) 9 ❑ L N _ tt � m r r t} Nm IP mw0 Qw m J Ir r E9 UF7 [0 X< W [9 ❑ Q N E91 re m ?3_jID m It ZZ _N ❑ 0 c°� 0Qa� E3 I] Wm WV) r I..�r � '� o }M�m JW W� E3 . m t0 lyZ pm < N frIn IL r YJ •• 0► J QJ °aha fff) ogre OB -1 3�7 3 REVISION DATE OO-Ob-bO OMflT NUMOER CG -1 1 of 12 1/4 11 S.S. WOOD SCREWS WITH 1 3/B11 EMBED. INTO WOOD STRUCTURE AT 411 FROM CORNERS AND BALANCE AT 12 11 O.C. (ANCHORING AS PER N.O.A.) 1/4" SHIMMING MR. GLASS DOORS & WINDOWS, INC. SERIES "MG -4500" ALUMINUM STOREFRONT IN BRONZE FINISH FRAME WITH 1/4" CLEAR TEMPERED GLASS N.O.A. 11-0720.08 MR. GLASS DOORS & WINDOWS, INC. SERIES "MG -275" ALUMINUM OUTSWING DOOR IN BRONZE FINISH FRAME WITH 3/1 6" CLEAR TEMPERED GLASS N.O.A. 11-0720.07 1 3/411 1/4 11 1 3/411 DOOR OPENING WIDTH 1 3/411 TOTAL_ FRAME WIDTH MASONRY OPENING SECTION ❑ LX N r d' N m m QWtf m O�_ C7�m W O �p ri E9 V3 �30vi •LL. In ZZ _th Op -m E3 tD ❑QQ- � E3 vi F wm ,WNy tT] LL r LL = O L1. }ptl�i.m _m J W W 0° E3IZ ZOm QN=E, mrm •• j7-r DRAWN BY: E. Roowoucz DATE OB -7 3-13 REVIBIDN DATE oo-oD-oD eHEFT NuNeew CG -1 2 OF' 1 2