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WS-15-1137 Permit IVO. WS-5-15-1137 RE$ f Miami Shores Village Permit Type:WindowstShutters { � 10050 N.E.2nd Avenue NEPerill 'itfication: rkClassWindow/Door Replacem Miami Shores,FL 33138-0000 Permit Status:APPROVED �e o Phone: (305)795-2204 f<OR1DA issueDate: 512212015 Expiration: 11/18/2015 Project Address Parcel Number Applicant 315 NE 101 Street 1132060135190 PAMELA MARMIN Miami Shores, FL 33138-2424 Block: Lot: Owner Information Address Phone Cell PAMELA MARMIN 315 NE 101 ST MIAMI SHORES FL 33138-2424 Contractor(s) Phone Cell Phone Valuation: $ 5,200.00 BRIJAC BUILDERS LLC (786)201-5572 _ Total Sq Feet: 0 Type of Work:INSTALLATION OF 6 WINDOWS AND 2 DOO Available Inspections: No of Openings:8 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building CEL &® Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# WS-5-15-55543 DBPR Fee $2.70 DCA Fee $2.70 05/22/2015 Check#:2584 $ 154.00 $50.00 Education Surcharge $1.20 05/14/2015 Credit Card $50.00 $0.00 Permit Fee $180.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $204.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the above-nam d. o tractor to do the work stated. May 22, 2015 Authorized Signature:Owner / Applicant / o t actor / Agent Date Building Department Copy May 22, 2015 1 Miami Shores ,Village RECEIVED O MAY :4 2015 Building-Department 10050 N.E.2nd�Avenue, Miami Shores,Florida 33138 --• - Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2010, ;. BUILDING _ Master Permit No.ws— PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP i E CONTRACTOR DRAWINGS kb , JOB ADDRESS: I S N E l I Sfi i City: Miami Shores , - County: A360acle Zip: Folio/Parcel#: t t- --3.'z 0 (o -,O 13 - S 1 90 - Is the i ably Designated:Yes NO Occupancy Type: . s Load: Construction Type:" K , Flood Zone . BFE: FFE: i OWNER:Name(Fee Simple Titleholder): PA v-1 4 k w• vA i In F Phone#: 3 0,T - -4'14- -36-43 Address: 3 1 5- N,Z 1 0 1- St City: NN1 igHn i S�x o rt S t State: EL - Zip: 33 t 3'2 Tenant/Lessee Name:, Phone#: Email: CONTRACTOR:Company Name: f 1 Ly5 o,, W.,r S LL Phone#: Address: 3 H 3 y VV $ y S-f- Su i+2 1 I () City: I-4 i u('a L'l State: F L Zip: 33 O (c� Qualifier Name: W 1( <�,vt e In e--i-, Phone#: 8 G 10 ( -5- S 2 State Certification or Registration#: y C 1 5"1 Li S 2 S Certificate of Competency#: W. 1 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for thisPermit:$ S, Z D 0 Square/Linear Footage of Work: Type of Work: ❑"ad'd'ition❑ Alteration ❑ New Re_kr/Replace Demolition kA Description of Work: 9 ^ v\ J to o -, e cSS Z Specify color of color thru tile: — - Submittal Fee$�� 1 Permit Fee$ CCF$ CO/CC$ . Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ c i TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) i a .•i. t Bonding Companyjs Address YH City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State' Zip ; s � •• t Application its hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to!the issuance of a permit and that-all work will be performed to meet the standards of all laws regulating, construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... , OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonind "WARNING TO-OWNER: YOUR RECORD"A NOTICE OF COMMENCEMENT-MAY RESULT IN YOUR PAYING OVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CO WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING . YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to tl ; dhce d�o building Kermit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of tho1n► •eic merit and construction lien low brochure will be delivered to the person whose property is subject to attachment Iso,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is_issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. �- 4JtSignature. . e Signatur OWNER or AGENT CONTRA t' r l The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 3 O day of /q"2f/ 20 1S' ,by day of A&V_4- _____,26 /S ,by 1RM6C.A W. MA am I i ,who is personally known to W 1(I i AM SA&)cNr�- who i ersonally known o me or who has produced as me or who has produced as identification and who did take anbath.. identification and who did take an oath. ' NOTARY PUBLIC: �� aNOTARY PUBLIC: 4 �+,FVFi ' ���"""' Mi.•. } FFpO �* ^F ' kis *_ Sign: �17 e .r Sign: ' 1/i / 26 0�8 9 Z8 •�� i -� 2 s vay �, Print: ,5^ p^�iu,.,e� �'� Print:ok �.� Seal stake,�.� Seal:" ''nunn���` { 1 l , APPROVED BY / Plans Examiner _ Zoning Structural Review Clerk (' Y' • r (Revised02/24/2014) KEN LAWSON, SECRETARY A RICK SCOTT, GOVERNOR _. ._v :.� � _ �--�-r Y STATE OF'FLORIDA� ti. DEPARTMENT OF BUSINESS;AND-PROFESSIONAL``.REGULATION 'w 4. �°--� - CONSTRUCTION INDUSTRY:L`ICENSING BOARD v-. ...,.tom. .... wr The GENERALCCONTRACTOR Named below^ISCERTIFIED - ,� `" . ,, �'`' --, visions_:of Chapter>489,FS .- •Underthe'pro Expirationdate:-AU G-Sl v2016 �.��, _„, ..,h„�,. ..,,,� • � 4 SANCHEZ,WILLIAM, .-. ,. ,1—BRIJACt-BUILDERS'LLC 3434-WEST'84-STREET;BAY#110 fG HIAL'EAH= 'FL-33018 -- ' twirl' .• '`..' .:d1ce..R .. '. ISSUED: 07/13/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1407130001480 004063 Local Business Tax Receipt -Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 6205967 LBT ' BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ' BRUAC BUILDERS LLC RENEWAL DOING BUS IN DADE CO 6470603 SEPTEMBER 30, 2015 1 MIAMI FL 33000 Must be displayed at place of business Pursuant to County Code Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS BRUAC BUILDERS LLC 196 GENER&BUILDINGCONTRACTOR r PAYMENT RECEIVED Worker(s)e I CGC1514525 (�By TAX COLLECTOR I $25.00 09/05/2014 CREDIT i RD-14-035426 This Local Business Tax Receipt only confirms payment of the Local Business Tex The Receipis not a license, perinit,or certification of the holder's qualifications,to do business. Holder must comply`w•itli;aity governme�- o`r nongovernmemal regulatory lavas and`requirements which apply to the.b6iness. 1 tj The RECEIPT N0.above m st be displayed on all commercial vehicles-Miami-Dade Code Sec8a-276. ©, For more information,visit www.miamidade aovAax-�nQ�*�. City of Hialeah Business Tax Receipt 2014-15 ' , oaAi�� Mayor Carlos Hemandez No: 493110pi413 (OLD-4225A) Amount: $ 65.00 The person,firm or corp.listed here has paid the business tax required to engage in or operate the business specified subject to the regulations and restrictions of the City of Hialeah,Florida I Owner: WILLIAM SANCHEZ-BRIJAC BUILDERS,LLC Type of Business:GENERAL WAREHOUSE AND STORAGE BRIJAC BUILDERS, LLC r 3434 W 84 ST #110 Business Location: s HIALEAH, FL 33018 3434 W 84 ST 110 x Validating No. : 0000 Expires September 30, 2015 THIS IS NOTA BILL T ( IFICATE OF LIABILITY INSURANCE I DATE CER ! 04/29/15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE'A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement-.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsementas. PRODUCER CONTACTI .NAME: MIRIAM MESA- First Insurance Group PHONE (305)221-7678- 10967 SW 40 St I E-MAIL A1C No: 305 554 7090 ADD ft miriammesanaol.com Miami,FL 33165 PRODUCER Phone (305)221-7878 Fax (305)5547090 -SALMMERIDIF INSURERS AFFORDING COVERAGE NAIC>Y. INSURED INSURER A: ACCIDENT INSURANCE COMPANY BRIJAC BUILDERS LLC E INSURER B: 19007 NW 13 Ct i INSURER C: PEMBROOKE PINES,FL 33029- INSURER O 305 j INSURER E: .. COVERAGES CERTII=ICATE NUMBER: INSURER F, REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. F--RPOC( IC LTR TYPE OF INSURANCEtN.'R' POLICY NUMBER (MMIDDIYYYY) MMIDD/YYYY LIMITS GENERAL LIABILITY i EACH OCCURRENCE $ 1,000,000 © A —— COMMERCIAL GENERAL LIABILITY PREMISES(Ea ocqrrrensqL $ 100,000 A ❑ ❑ CLAIMS-MADE ❑ OCCUR CPP0000770 03 MED EXP(Any one person) S 5,000 ❑ 02/03/2015 02/03/2016' PERSONAL a ADV INJURY S 1,000,000 ❑ GENERAL AGGREGATE $ 2,000,000 GEN'L'AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO S 2,000,000 ❑ POLICY ❑ PRO- ❑ LOCJE S AUTOMOBILE LIABILITY f COMBINED SINGLE LIMIT ❑ '.ANY AUTO t (Ea accident) $ ❑ BODILY INJURY(Per person) $ ALL OWNED AUTOS ❑ SCHEDULED AUTOS j 130DILY INJURY(Per accident) $ i PROPERTY DAMAGE El HIRED AUTOS � (Per accident) $ ❑ NON-OWNED AUTOS $ ❑ $ ❑ UMBRELLA LIAR' ❑ OCCUR } EACH OCCURRENCE ;$ ❑ EXCESS LtAB ❑ CLAIMS-MADE j AGGREGATE S ❑ DEDUCTIBLE $ RETENTION $- $ WORKERS COMPENSATION WCSTATU- OTH- AND EMPLOYERS'LIABILITY Y/NEl ER ANY PROPRIETORIPARTNER/EXECUTIVE OFFICEWMEMBER EXCLUDED? N I1,A E.L.EACH ACCIDENT $ (Mandatory to NH) If yes,describe under E.L.DISEASE-EA EMPLOYE $ E DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ d DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,A�itional Remar dchetlule,if more space Is required) GENERAL CONTRACTOR LIABILITY O SINCE 1974 Go CERTIFICATE HOLDER 10967 BIRD RDANCELLATION 3165 I 305 221.787 8SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN MIAMI SHORES VILLAGE BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY ROVISIONS. 10650 N.E.2ND AVENUE MIAMI SHORES,FLORIDA 33138 AUTHORIZED REPRESENTATIVE I RALPH N RODRIGUEZ ®1988-2009 ACO1 11 rights reserved. ACORD 25(2009/09)QF The ACORD name an go are regis re marks of ACORD I , ta CERTIFICATE OF LIABILITY INSURANCE 5/14/2015 producer: Plymouth Insurance Agency This Certificate Is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upOn the Certifiate Holder. This Certificate does not ted,extend Holiday,-FL 34691 or alter the coverage afforded by the policles below. (727)938-5562 Insurers Affording Coverage NAIC# Insured: South East Personnel Leasing, Inc. &Subsidiaries Insurer A: Lion Insurance Company 11075 ` 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages 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 ADDL T of Insurance Poli Number Polity Effective Polity Expiration Limits I LTR INSRD Type Cy Data Data (MM/DDIYY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Damage to rented fes-(EA Claims Made ❑ Occur occurrence) Med Exp Personal Adv Injury General aggregate limit applies per: 1:1General Aggregate Policy 0 Project LOC Products'CompJOP Alfa AUTOMOBILE LIABILITY Combined Single Limit i Any Auto (EA Accident) All Owned Autos Bodily Injury Scheduled Autos (Per Person) Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESSIUMBRELLA LIABILITY Each OccurrenceRr Occur ❑claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 X I wC Statu- OTH- Employers'Liability tory Limits I ER Any proprietor/partnedexecutive officer/member E.L Each Accident $1.000.000 excluded? NO E.L.Disease-Ea Emplgiee $1,000,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits $1,000,000 Other Lion Insurance Company is A.M.Best Company rated A-(Excellent). AMB#12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 92-69.058 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc&Subsidiaries that are leased to the following"Client Company": Brijac Builders,LLC Coverage only applies to injuries incurred by South East Personnel Leasing,Inc&Subsidiaries active employee($;,while working in:R. Coverage does not appy to statutory employee(s)or Independent contractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ISSUE 05-14-15(TLD) Benin Date 12/15/2014 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Should any of the above described policies be cancelled before the expiration date thereof,the issuing BUILDING DEPARTMENT insurer will endeavor to mail 30 days written notice to the certificate holder named to the left but failure to do so shall impose no obligation or liability of any Idrd upon the insurer,its agents or representatives. 10050 NE 2ND AVE MIAMI SHORES, FL 33138 I I OR Miami hores Village Building Department 10050 N.E.2nd Avenue e Miami Shores, Florida 33138 Tel: (305)795.2204 ORiDp' Fax: (305)756.8972 InsRection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing'and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Wil�iaw� Sc�v�ch� Qualifier Own r Signature Date Print Name oS/2g(Z,d) r A/0A Nb C7 A/rmtl'V1vY.,7 C�t/�SwM �Go2S Z 1Vp2--o,-107- i FL NO o Z m L Z •�J z ,{� 0 -j m o < ! a Dt!1 Z m o Vti/ FL . . ..�,, n';, t ' •• ••• g ;�� f1C J:1`ins.;l�t�y il.r,l,cjj Ilt"� ' 'f�' �c2_/fxi�..,.c1� J21 -de .r; •....�_...w..,......,....,,...:..:...:ct....:..t.:,.:.:.'...,.}i �,- �.:�....: ..........r......_ ,...,:...._..-.:.:..::.e.'..: ',�:.t:..:dm.i..�.?....... t..'a�..:a L.i4, v........w.3�...,...�...,'?. . . ._... ..a.._ ................. r ,. .. r cl t r r f RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. MonSOUr, P.E. FI 4 11955 / 0006024 ASCE 7-10 WIND CODE i DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior& Exterior Zones (4&5 Walls) Positive Pressures , Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tributary Area) in Square Feet t Height 10 20 30 ' 40 50 60 t (Maximum) 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 1-25 144.6 j 42.6 41.5 40.6 40.0 3914 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 1 48.8 j 48.1 47.4 a Interior Zone (4 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tributary Area in Square Feet Height 10 20 30 40 50 60 (Maximum) -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42..0 -40.9 . -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 1 25 / -48.4J -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 j -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -,52.6 -52.0 t Exterior Zones (5 -Walls) Negative Pressures •••• •••• Exposure C For'the 175 mph Wind Zone CATE00R'Y 2 so . .... Effective Wind Area (or, Tri utary Area in Square eet Height 10 20 30 40 50... 60 • Maximum -1.40 .... •••• (Maximum) -1.�9 -1.23 -1.19 -1.15 -1.13 • • 15 , -54.1 -50.4 -48.3 46.8 -43 • 20 -57.2 -53.4 -51.1 -49.5 -4 -47.3.. - - 251 47.3.251 1 -59.8! -55.8 -53.4 .-51.7 -5Q4 ' •••" 30 -62.3 -58.1 -55.7 -53.9. -546 75911.5 •••• 40 -66.1 -61.7 -59.1 -57.2 -55.8' . • 50 -69.3 -64.7 -61.9 -60.0 ! -58.5 -57.3 / 60 -71.9 -67.0 -64.2 -62.2 -60.6 =-59.4 Length of End Zone (a): 10% of least horizontal dimension or .4 f!, whichever is Srri I " but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in,', I NOT.�..AN...8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BETAKEN FOR FLAT ROOFS. i r i i i MIAW Am MIAMI DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismida'demoy/econom- Eco Window Systems,LLC 9114 NW 106 Street Miami,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 Miami-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 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 within 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 50" uminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-40, titl u eases- Alum S.H. WDW. (L.M.I.)"; sheets 01 through 04 of 04, dated 07/18/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami-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 revisida or•changee•••;• in the materials,use,and/or manufacture of the product or process. Misuse of this I3AA As an endgrsgment 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 ofNOA. :•••• ADVERTISEMENT: The NOA number preceded by the words Miami Dade:Wlnty, F.ibm and•••••• followed by the expiration date may be displayed in advertising literature. If anyRgaim of the,N@A is****, displayed,then it shall be done in its entirety. • .... ...... INSPECTION: A copy of this entire NOA shall be provided to the user by thb'Miufacturer or its....:. distributors and shall be available for inspection at the job site at the request of the Buildi4 OfficlV.•" • This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval docbment mentioned • • above. •• The submitted documentation was reviewed by Jaime D.Gascon,P.E. ' NOA No.12-0820.08 MIAMW•• Expiration Date: November 21,2017 Approval Date: November 21,2012 Page I Eco Window Systems.LLC ; 1 NOTICE OF ACCEPTANCE: 1 EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-40, titled "ECO-Guard Series-50 Alum. S.H. WDW. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, 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 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 203-94 6) Forced Entry Test, Type "A-A" Window, Grade 10, Level LV 1 per ASTM F 588-07 and per FBC 2411 3.2.1,TAS 202-94 7) Standard Test Methods for Deglazing Force of-Fenestration Products per ASTM E 987-88 (2009) 8) Standard Test Method for Determination of Operating Force,of Sliding Windows and Doors per ASTM E 2068-00 (2008) along with marked-up drawings and installation diagram of a single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"951, dated 07/02/12, signed and sealed by Marlin D.Brinson,P.E. C.- CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC 2010,prepared by Al Farooq Corporation,dated 07/23/12,signed, sealed and dated 11/07/12 by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 0000 1. Miami Dade Department of Regulatory and Economic Resources(IZER).•0 0 0 0' ••••;• • • 0 000 • E. MATERIAL CERTIFICATIONS 0000.. •• •••••• 1. Notice of Acceptance No. 11-1102.11 issued to Solutia,Inc.fef tlsdit"Sa f leg dear ;•••• and Color Glass Interlayers"dated 06/14/12,expiring on 05/2t�%. •••••• 0 0 0 0. 0000.. 0000 0000. 0000.. 0000 0000 • 0000.. • 0000.. - 0000.. • • 0000.. • 0000 Jaime A Gascon,P.E. Product Control Section Supervisor NOA No.12-0820.08 Expiration Date: November 21,2017 Approval Date: November 21,2012 E-1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued•by Al Farooq Corporation,dated 07/1.6/12, signed and sealed by Javad Ahmad,P. E. 2. Laboratory compliance letter for Test Report No. FT ,6951, issued by Fenestration Testing Laboratory, Inc., dated 07/02/12, signed and sealed by Marlin D. Brinson, P.E. 3. Proposal issued by Product Control,dated 04/11/12,signed by Jaime D. Gascon,P. E. G. OTHERS 1. None. t ...... .. . •wwww• ...... ...... .... . ..... •• ww w•ww • •wwww• w • • • • • � •wwww• •wwww• � • • •wwww• Jaime D.Gascon,_Ih.E. Product Control Section Supervisor NOA No.12-0820.'08 Expiration Date: November 21,2017 Approval Date: November 21,2012 E-2 DESIGN LOAD CAPACITY - PSF �s p FLANGE DIMS. 5/10"LAM, GLASS 53 ,/B" • ••• � W WIDTH HEIGHT EXT.(+) INT.(-) ••• •jY1NDOW WIDTH 0 -00gl 19-1/8• 95.0 60.0 • • • • • • N 28-1/2' 55.0 60.0 • • • 47'14* • • • Z 37' 26' 59.0 80.0 01 ••• • �.a (FIX.LITE) • 44• (4) 55.0- 60.0 '- 5 1/2"MAX. 10 1/2' - - 93-1/8' 95.0 80.0 MAX. Q ,9-1/8' 55.0 80.0 1/8"ANN. GLASS HEAD CORNER9s• • A •• 0• ••• • m a 28-1/2" 55.0 60.0 • • 37' 38-3/8• 59.0 80.0 •090'INTERLAYER • •• • • •+• :• • ,n h . 44` (4) 55.0 60.0 SAFLEX BY'SOLUTIA' • VVV 53-1/8` 59.0 60.0 1/B"ANN.GLASS �i •• • -• • • • ••• p� Q 19-1/8• 55.0 60.0 26-1/2' _ 55.0 60.0 �i 3 50-g/6 55.0 80.0 SILICONE 899 a M'r 44' 55.0 80.0 53-1/B" 55.0 6010 10 ' � 1 ,6 _ o _ iD-1/B" 55.0 80.0 26-1/2" 55.0 60.0 �j II li v g 37" fe) ss,o 00.047. 44• 55.0 60.0 --r-- I 53-1/8" 55.0j BOA 8 gy N n S I� 19-1/6 ri C,` ss.o eo.o \ 2s 26-1/2 76" 55.0 60.0 N 37" (e) 55.0 60.0 GLAZING DETAI a M" 55.0 60.0 FALSE HUMINS NO-"/ AT SILL •NO. IN PARENTHESIS INDICATE NO.OF (SURFACE APPUEO)- 'fir 3 y ANCHORS PER JAMB, OPTIONAL 47 3/4" O o M D.L.O. (VENT) Z 50 1/8" 3 Z VENT MOTH TYPICAL ELEVATION ECO-GUARD SERIES-50 TESTED UNITS ,ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE, APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE ° COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER ApyeO78wIfi1W WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING PladdaBuDd MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. �O/2 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL O. B WILL APPLY TO ENTIRE SYSTEM. e u THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE °o ' REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. - Q LOADS TO THE STRUCTURE. r.MV-40 AHMAD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS En9C,VX. T EMBEDMENT TO BASE MATERIAL SHALL BE BLYOND WALL DRESSING OR STUCCO. FLA PE7os92 6 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN.75,78 NOTE: NOT PART OF THIS APPROVAL. g 8 CLASS CAPACITIES ON THIS SHEET ARE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �' s BASED ON ASTM E13004 SEC. GUSTS) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT drowing no, AND FLORIDA BUILDINGLDING COMMISSION COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W12-40 DECLARATORY STATEMENT DCA05-DEC-219 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. L P,3 201 W12-401 1 0! ¢ . ... . . . ... .. :. .. . • . .. .. • TYPICAL ANCHORS TYPICAL ANCHORS `` - �( WOOD BUCK /-SEE ELEV. SEE ELEV. 2B1' BUCK V i FOR SPACING FOR SPACING F�___-__-_-_-_--_-_--_-�1 ••• OR I••jjFFii • ••• 'd e IIMIAMI-DARE COUNTY APPROVED ITT W00 E •• • ° d EDGE 01ST." d' °' METAL 11 •1• • • • • •• 11 R d STRUCTURE 1I MULLIDN &MULUON ANCHORS•�1• •• • • • N EDGE i I SEE SEPARATE NOA «; • • EDC• • • • j Z 3 DIST. !I EDGE M • ••• 0 • • • • • 0 1 _DIST. I �, 2 3$ 8 TYPICAL ANCHORS •• T#ICAt ANCARS Q SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING el 1 W000BUCKS AND METAL STRUCTURE NOT BY ECO RDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, J III OPTIONAL TO TYPICAL ANCHORS: SEE ELEV.FOR SPACING II 12 V! 7i SPRING LATCH 1/4" DIA, TAPCON BY 'ITR' (Fu-120 KSI,Fy-92 KSI) 1/4" DIA. ULTRACON RY ' .0' (Fu-177 KSI, Fy-155 KSI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a '� p O s 1-1/2" MIN. PENETRATION INTO OO pad 4 t♦ THRU 18Y BUCKS INTO CONC. OR MASONRY Lr1 O o"�+ 1 [i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY p iW_ DIRECTLY INTO CONC. OR MASONRY gg 2 O to 1-1/4" MIN. EMBED INTO CONC, OR MASONRY v 13 C j 1/4" DIA, TEKR OR SELF DRILLING SCREWS (GRADE 5 CRS) i INTO METAL STRUCTURES i STEEL : 12 GA, MIN, (Fy m 35 KSI MIN.) ALUMINUM : 1/8" THK. MIN, (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a N 14 SMC OR SFLF DRILLING INQ -RENS (GRADE 2 CRS) e INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. .090") ° y (NO SHIM SPACE) j 13 TYPICAL DISTANCE INTO CONCRETE ANO MASONRY = 2" MIN. IB INTO WOOD STRUCTURE a 1" MIN. Is 13A INTO METAL STRUCTURE - 3/4" MIN. c o ` 1© CONCRETE AT HEAD, SILL OR JAMBS Pc n 3000 PSI MIN. .0 2z 18 A9raDucde4aRlPlyingWldt 1-90 HOLLOW/FILLED BLOCK AT JAMBS I'm . 2000 PSI MIN. 2 d• CIVILFLA.PC 2070502 dT N. 70A 1 Sbn L JrJAVAD AHMAD a v SEALANT: Browing no. 3/4'LONG WEEP NOTCH ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W12-4C AT EACH END JOINT SEALER. sheet 2 0! 4 i • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • U ITEM 1 PART/ REgD. DESCRIPTION MATERIAL. MANP./SUPPLIER/REMARKS 4,U r,J LE51 I FRAME HEAD ••• _ 6063-T6 - gl • 2 • E52• FRAM&FILL • 6083-T6 - w ao •J • � E B 6063-T6 - ; •••4 • • E54 1 • FIXED MM..RAR • 6063-76 - -0 -ESS I - VENT TOP RAIL 6063-16 - FFF111 8 E56 1 VENT BOTTOM RAIL 8063-T6 - 7 E57 2 VENT SIDE RAIL 6063-T6 • • hs I G 80 75/16-IAM,CLASS) 6083-78 - �'G 910 • 02/YtNT• 51 11 STOP • 8063-T5 - D 12 S 3P •2 NT• SWEEP LATCH • ZAMAK SULLIVAN &ASSOC. CfQQQ Oq qv vB*5/B' 2/LkTC1* LRre^NS. CREWS ST.STEEL FH SMS O n 8 13 FY-113 2/VENT SPRING LOADED LATCH _ 8083-T8 ALTERNATE TO SWEEP LATCH 6r cD s 13A - 1/LATCH LATCH SPRING ST. STEEL APPROVED LEE COUNTY TYPICAL ANCHORS O. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS APPROVED NON SEE ELEV. FOR SPACING W SEE SEPARATEE NOA 15 E207 AS REOD. BOTTOM RAIL SEAL-SERIES 101 NEOPRENE ULTRAFAS 14 18 X 1" AS RED r 16 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB I r---1 1B W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB I II 20 - 2/VENT BLOCK AND TACKLE BALANCE - - 1 I 21 E80 2/VENT SASH CAM NYLON - H 22 - 1 5/18'BOX SCREEN - OPTIONAL N li i111 23 - AS REOD. SETTING BLOCK NEOPRENE OUROMETER 75*5 y+ II II Vi II II � W m oowlNoow WIDTH I WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. 3 FOR SPACING Z O 1/4"MAX. 1/4"MAX. IBY VENT WIDTH 1/4•MAX SHIM SHIMS_ WOOD BUCKS SLIM 16 7 20 O,r TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV o FOR SPACING FOR SPACING - _ g METAL STRUCTURE g 'F t4 J EXTERIOR .� Erpr.JAVAO AHNAD, rb i D.L.GPC. CIVIL FLA.PE�(70582 S �pp�rovo� CAN.x538 gg WINDOW WIDTH lIOLIaeBYI°aldeonip1yL116WIB11b0 8 Duo tz_ NOATJ ,� draw ng no. 2 3 201 W12-40 aheat 3 of q . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 2.183 [-1.239� 1-- 14 ro .062 056 • •• • • ••• 1 1.344 T ,531 2,133 . • • • •• • •• • a .625 062 • • •• Z • • • • • • •• j L .675 • •, • • F,.yl FRAME HEAD 825 a .875 2.687 • • • V. • ••• •• �.C LL FRAME JAMB • • •• • • 825 • • • • • • • 050 .324- 1.0 • • • • • ••• •• 1,719 •]24� y��I 1.064 7YP. .8123�,I F.050 TYP. LLQ Z2� ,0821.061 —77691- 1,719 - ,769 Q W ei Q FIX. MEETING RAILGLAZ 6 ING BEAD 1.050 0 1.2oJ VENT TOP CORNER .056 .825 062 V! 1.12s �• 1,750 ,050 TYP, .675 FRAM TOP CORNER �s .els I 31. .384 Wn 062 675 Q VENT SIDE RAIL p o OS VENT TOP RAIL Z 3 ,973 pp 14 O2r 1.893 .�Q .082 1.018 $ W m .625 .062 i 056 1.869 1.125 "jyp, Q9 SASH STOP 1.247— .875 .247.675 © VENT BOTTOM RAIL 1 5 1.254 076 VENT BOTTOM CORNER —2.252-7 14 p C F c 082 1.766 13 SPRING LOADED LATCH FRAME BOTTOM CORNER n 2.446 nqr,JAy.W AHAIAD C. '37 ILA.PE J 7U392 s CAN.]536 038 Approved re mmpiying Lvith Ilw as B 8 II IYP. rfrE�'" 9 I--2.357— NG I �� drowin no. Mi a Q FRAME SILL By JU 2 W12-40 sheat 4 of MIAMI-DADS MIAMI-DADE COUNTY o 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) w%vw.miamida4 goy/cera! ECO Windows Systems,LLC 7955 NW 77"Ave 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 the AHS 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 the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Seri 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, 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 Produit Colrtrol S4L% •••••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • Limitation: • ...... .. . ...... 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Dbbbld boor DP&tings m4t6..: sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exoeedri '. :•••:• • 2. Laminated glass types G 1 and G2 are limited to.090"DuPont's PVB and glass typg S�'id j�limited fq jgsulatgd:..- laminated glass w/.090"Solutia interlayer. • .. .. .... ...... LABELING:Each unit shall bear a permanent label with the manufacturer's name or M Ctty,state ghd series •, and following statement: "Miami-Dade County Product Control Approved",noted herein. ' :...:. ..... RENEWAL of this NOA shall be considered after a renewal application has been filed anl!here 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 and 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.Chauda,P.E. NOA No 12-0402.03 MIAMr9A0 ?UM Expiration Date:July 19,2017 Approval Date: July 19,2012 Page 1 F i 4 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED h A. DRAWINGS 4 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswwing Entrance Door(L.M.I.)",sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,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 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 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No: HETI-12-33579 HETI-12-3358,HETI-12-4003,HETI-12-4003 and HETI 124027dated 03/16-26/12,all signed and sealed by Rafael E.Droz-Sella,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing, Inc.,signed and 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 03/30/12 and last rgviseJon Ju@•• ,2012,•�•• signed and sealed by Javad Ahmad,P.E. ' 2. Glazing complies w/ASTMS-1300-02&-04. •••••• •• •••••• D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regtth&bry Affairs�(PERA7:•• E. MATERIAL CERTIFICATIONS •• •• •••• •••••• 1. Notice of Acceptance No.,11-0624.01 issued to E.I.DuPont DeNq"ni•ours&Co., ic.for .;;• •their`Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color iriterfayer"issue�ip ••• Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E.Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. , G. OTHER 1. Fest proposal,dated 10/14/11 and 02-21-12 approved bPERA. 1- � � - Ishaq L Ch'ands,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 . . . . . . . . . . 1/6'HEAT STREN'0. CLASS 3/18"HEAT STRENY).GLASS • • • 090"IN'IEII.AYER• •• • 090"INTERLAYER M • �UTA'biE OV BY:I;U�Wi'r 000 BUTACITE PVB BY'DUPONV — ••• • 1/a"IIE&T•STREN'4 CLASS*•• ••• 3/16'HEAT STREN'D. CLASS 3 SILICONE DOWSILICONE CO DOW CORNING 699 �` DOW CORNING 898 9 7i • • s• ••• i 2a 14 • • • •• rl 6 Q p a • • • • • � ,� �y111%1771 SETTING BLOCKS AT LAM.GLASS — REDD. FOR WIDTHS EXCEEDING 36"ONLY, NOTCH GLAZING BEAD LEG TO Se31S5 CLEAR BLOCKS GlAaS TYPE 'G I' GIASS TYPR '02' JJ 1/8"TEMP.0.453 J S/16"NR SPACE _ 1/6"HEAT STREN'0.GLASS OBD"INTERLAYER SAFLEX 1110 BY'SOLUTIA' n 1/8'HEAT SiRENb.CLASS p M yT F Li1 SILICONE 0- Ei DOW CORNING 899 r Z 3 Lj 1 26 ST.STEEL z # 10 METAL SPACER 3 m 15 6 \ lw;;m o+ 35 —SILICONE SERIES 800 ff(\ � ALUMINUM OUTSTVING ENTRANCE DOOR // SETTING BLOCKS AT INSUL LAM.GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2, NOTCH GLAZING BEAD LEO TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3, LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL -G2 APPLY TO ENTIRE SYSTEM. �116y06p �� DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION N RESISTANCE IS REQUIRED, THIS PRODUCT HAS BEEN DESIGNED AND TESTED COMPLY WITH THE REQUIREMENTS OF THE FLORIDAIDABUILDING CODE INCLUDING UDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 1BY 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 THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. ' EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. ltA: ML 7a59Y•, CA.N, �38 ANCHORING OR G CONDITIONS NOT SHOWN IN THESE DETAILS ARE ;' t y NOT PART OF THISIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. / g 2 12 drawing no' MATERIALS INCLUDING BUT NOT LIMITED IL STEEL/METAL LS SCREWS, THAT '. W12-08 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ���';,.';• sheet 1 of 9 39 3/4"MAX. 70"MAX. V FRAME%MOTH ♦ FRAP4WTH • • • ••• • • •• HEAD k OLL ANCHORS • •• N 3 • AT SOLE ENDS••• • • a + • • (4)AT 3'r O.C. • • • • _ 12" • • ••• 12'_• ••• • 5'MAX. MAX. 5"MAX. MAX. S HEAD/SILL A ILL HEAD/SILL HEAD CORNERS CORNERS A ��- SILL ~ms`s • •• •• s• cy Rio , • • 8 aaj I • I • �i 17 ==b=�=== LOCK OPTIONS _ -__= LOCK OP ONS ��!/ SEE SHEET 7 SEE,rEET \ m n n T %/ U 1 / 8 \ ii \ / qb rd19MN 10 Q� \ / Z;G-j PI ACTIVE INACTNE I ACTVE 0 v SU APPLIED SURFACE APPLIED CI U FALSE NUNTINS OR 26 15/16" 11 FALSE MUNTINS OR 28 16/18" 28 15/18" 3 W a, DECORATIVE GRILL D.L.OPC. DECORATIVE GRILL DA.Opa MAY BE USED MAY BE USED NOTE: - 377 MAX. 37"MAX. EGRESS REQUIREMENTS TO BE REVIEWED LEAF WIDTH LEAF WIDTH BY BUILDING OFFICIAL, a (X) (XX) so DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSP SINGLE DOORS X) DOUBLE(XX) NOTE: DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED CLASS GLASS BASED CAPACITIES ON ASTM E13N THIS SHEET 3 SEC. GUSTS) FRAME LEAF FRAME EXT.(+) INT.(-) FRAME LEAF FRAME E%T.+ INT. ( VADTH WIDTH HEIGHT ( ) (—) AND FLORIDA BUILDING COMMISSION WIDTH MOTH HEIGHT98" DECLARATORY STATEMENT DCAO5—OEC-219 J9-3/4" 37" 98' 70.0 75.0 76" 37" 0B' 70.0 75.0 o fyy,, GLASS D.L.O. DIMS. ' T D.L.O. HEIGHT - FRAME HEIGHT - 11.125" Fj^-, O.L.O, WIDTH (X DOORS) FRAME WIDTH - 12.813" FU,1'@ ,78192 g D.L.O. WIDTH (XX DOORS) m (FRAME WIDTH — 22.125")/2 sb drawing no. ,LUN.: .8 2-0iZ W12-08 sheet 2 0 9 .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . DESIGN LOAD CAPACITY - PSF 148" SIDEL11ES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) • • ••• •• • •• F0 907H M HEAD k SILL ANCHORS S;DELRE SIDELITE • • •• • • • . • . •• AT STILE ENDS w FRAME FRAME WITHOUT WITH • • • • • ••• CLUSTER Or, • (4)AT 3"O.C. REINFORCING REINFORCING WIDTHHE INCHESHEIGHT • _ • 12"., • (46 06HORS1 C _ INCHES INCHES EXT.+) INT.(-) EX7.(+) INT.(-) -_ - 3" - AT HEAD/SILL MAX _ Q 24 70.0 75A 70.0 75.0 5"MAX. TIP. (� 30 70.0 75.0 70.0 75.0 HEAD LL F _ A _ HEAD 36 52 70.0 75.0 70.0 75.0 CORNERS I•• • . . `•� L. 37 70.0 75.0 70.0 75A • lies •`*, • • • 1 a a 42 81.7 68.1 61.7 66.1 1 i fx7 24 70.0 75.0 70.0 78.0 • • • • • • 1 I \ n •• •��• • • ..IF •• 30 70.0 75.0 70.0 75.0 86 70A 75.0 70.0 75.0 U-.�_ I I J7 70A 75.0 70.0 78.0 _--;7 I 42 01.7 68.1 61.7 66.1 !I BZ 24 70.0 75.0 70.0 70.0 /ii E \\ d 30 92 6918 69.5 70.0 75.0 JB 64`1 64.1 70.0 75.0 ====❑t==c== d�-ncm= _= I I 37 53.3 63.3 70.0 75.0 �( / If/* 24 83,3 83.3 70.0 78.0 m� � '�/ II�/ JO 96 57.9 57.8 70.0 75.0 W ' •J I( If JB 53.1 53.1 70.0 76.0--1 J7 82.4 82.4 70.0 78.0 II \ II REINFORCING _ 11 _ \II I I LO / AS REOD. ==�x===r =_�__ I SEE CHART it ii\ I i NSHEET z Li LJ 1 INACTVE I I ACTWE O v SURFACE APPLIED m W SIDELITE kDOOR FRAME WIDTH FALSE MUNDNS OR 32 3/4' 28 15/16' 28 19/18' DECORATIVE GRILL D.L.OPO. O.L G. D.L.OPQ .o MAY BE USED gb! 37" K NOTE: SIDELITE FRAME WIDTH LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 2. MAXI 76"MAX. FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT "- "'DDueLe lieoa FRRAirE WIDTH o LOWER VALUES FROM DOOR OR SIDELITE CHART (OXXO) WILL APPLY TO ENTIRE SYSTEM. O D.L.O. HEIGHT (SIDELITE) a FRAME HEIGHT - 11.000" -LL O.L.O. WIDTH (SIDELITE) a FRAME WIDTH - 4.438" i N 4 Erpn 8A AD MMMT F1 'rE'7 7059?" 8 C 33 gA:q. 5311 ,.• 'I �, k NOTE: r " ' ii GLASS CAPACITIES ON THIS SHEET ARE - - - BASED ON ASTM E1300-04 (3 SEC. GUSTS) Growing no. AND FLORIDA BUILDING COMMISSION ,J,UN..28'2012 W12-08 DECLARATORY STATEMENT DCA05-DEC-219 •`•� shoot 3 of 9 9/16"MIN. TYPICAL ANCHORS EDGE DIST. tat' • ••• OR WGPD BU'WR(THROW •• :•• ��/' PENETRATION ..AGE 01ST. SEE ELEVATIONS ,. W000 BUCK • • WOOL• UCTyyE • • • •• v �_ FOR SPACING •a� .�e• • • • 6[E NOSHE�T�• • • STRUCTURE w F 25 I 1 BI �@I • ••• • • 81• •• • BI � es Ix 28 2 • � � •••^ • ••• • �' O Ol ( I TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS t I SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS a< 1 FOR SPACING FOR SPACING FOR SPACING 7 --• it M1AMt-DADE COUNTY APPROW11 It SEE SEPARPED ATEN A 1I I� 1 I _GLAZING OPTIONS i SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS a FOR SPACING aO WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS ci MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z^t4 AND TRANSFER THEM TO THE BUILDING,STRUCTURE. Wm2 � TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" GIA. uLTRACoN BY ' Col (FU-177 KSI,Fy.155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD t—THRU 1BY BUCKS INTO CONC. OR MASONRYeg 1-1/4" MIN. EMBED INTO CONC. OR MASONRY r 6 1�C 7A 7 I 1 DIRECTLY INTO CONC. OR MASONRY M .efCe 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 014 SMS ORS F DRI L ING SCREWS (GRADE 2 CRS) X1.^•6 W4.`1 O5a N I 26 2 INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") 6 i i INTO METAL STRUCTURES t STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) Ell DOOR DETAILS 25 / ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT,WITH ALUMINUM TO BE PLATED OR PAINTED) " J Ener. 2 g --_-_• TYPICAL EDGE DISYANCyF n 'p FLA PE CIVIL" I ` 1 o INTO CONCRETE AND MASONRY - 2-1/2" MIN, C.AI(i • v ° INTO WOOD STRUCTURE . 1" MIN. b a TYPICAL ANCHORS INTO METAL STRUCTURE a 3/4" MIN. . EDGE DIST. SEE ELEVATIONS ` Browing no. 1/Z" FOR SPACING. CONCRETE AT HEAD, SILL OR JAMBS 1' - 3000 PSI MIN, THROW MIN.BOLT FOR i�j UN.'2 5,201 PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 1l' ,,•',; W1 Z-OS sheet 4 of 9 see 00 ••• •• lati-1/4-MAX. •• • • • I1/4'MAX. 0 • • a SHIM CONCEALED FLUSH BOLTS p ._ � • • • • • ••• LEVERS AT SMSH E FACE IM • • ••• Z S TYPICAL ANCHORS - J _ _Jay • • ••• • O�. _ SEE ELEV. .W000 BUCK FOR SPACNG 18 ACTIVE LEAP 28 13 •TYPICAL • ••• • • • • :• •• G e M, 4 i R SCACINGANCHORS Q Q MMMM 8 � 28 23 EXTERIOR i��'•f T 19 METAL LEAF WIDTH "::'•:.:, STRUCTURE TJ 21 SINGLEAME WIDTH H SEE SLOCK WEEETONS Vl 1/4"MAX. 1/4"MAK•. ,LOCK OPTIONS SHIM 00 SEE SHEET 7 O o M �i AT INSIDE FLUSH BOLTS E CONCEALED FLUSH BOLTS rl TYPICAL ANCHORS J LEVERS AT NSIOE FACE OF STILE OORRY W000 8 Z LEVERS AT STILE FACE SEE ELEV'' 3 _ WOOD SIR TORE FOR SPACING IB INACTIVE LEAP ACTIVE LEAP E NOTE HEET 1O d g o L+ _ri 28 iJ 28 _ W rn 3 24 Iq 26 TYPICAL ANCHORS S OA.0. 11 10TSEE ELEV. 23 19 O.L.O. FOR SPACING LEAF WIDTH EXTERIOR LEAF WIDiH .� o� OOUE0.E DOOR FRAME WIDTH a1Nlb fi � y��, Cmi g a;pB70e02'•, y y drawing no. DOOR DETAILS q W12x08 �2 Bheel of g •, TYPICAL ANCHORS • ••• {�V 8 SEE ELEVATIONS • ••• • •• I10 w� EDGE DIST. FOR SPACING : , • , • • 000 0, X11 0 oe 0 000 _._ el GLAZING OPTIONS REINFORCING SEE SHEET i O SMS O 18 AS REOD. MAXMOM 1/4" , H AT 5" ENDS SEE SHEET 3 SHIM, 5 AND 11"O.C.MAX. O B D �M 18 Z*Li Y! W 1 20 O TYPICAL ANCHORS L - SEE EI.EV, FOR SPACRJO 14 10 25 23 77 401.0. 4Y" EXTERIOR LEAF WIDTH $ — SIDEUTE NIDTH DOOR FRAME MOTH dry 2 UNIT FRAME NTOTH V MIA Bili ^ Lw JAVAO 1RM7 !,! t �• FLA.dF•',l.78se2, N, 15 dfOWing n0. EDGE DIST. TYPICAL ANCHORS ___ ,1 FOR SPAcwGNS SIDELITE DETAILS N �•8�0� Wl 2-08 sheet 6 Ol 9 Y 4.000 1.750 t .6__. .078 �_ I--.519 .�_ �-.Jsa •�a ` ,tso ; •• • • ; . . • • • ; ". 1 .825 .803 ,0A5 .80J .030 • • • 1.625 .078 - - .• .045 •: • •.• • _ Z S 4.031 _ _ 1.047 - 1.047 1.172 4.750 M-2.082--i . .. •.• •• Qp to GLAZING BEAD t4 GLAZING BEAD 18 GMINO EtAD. • • • • ' p" 8/10"CUSS 7/18"CLASS • S9L.4(*" • • • • • '. u 1 DOOR FRAME HEAD/SILL • •• • • v L4 I 1.507+1 ••• � � �•• � � i.• •• $ .�j 4.000 1.607•� I Q1 �u 7 LEAF TOP/BOTTOM RAIL �B 4.719 LL ,a3I.r _T 078 CC 4.781 3.719 .078 Q .078 1.750 7 7.531 L8.x50 1.300 x'312 4.000 J. N s LEAF HINGE STILE ae2 1.807 8.344 1.750400p B LEAF W'STRIP ADAPTER O .094 7- SIDELITE TOP & BOTTOM FRAME 1 750 4a2 Z i[L .078 -F.329 2081 1• 7 1.750 .3 �l i- 2E ..nn. .078 .J 70A 9" BOTTOM RAIL 12 1.584- U -tN et2-a to LEAF LOCK STILE 1,So7 LEAF ALIGNMENT BRACKET W�s 750 r•. c----� 2 FRAME COVER 5.3a4 I�,2B1 1076 .375 25 ,Oso 7 1.507 2•�t .t2s F Ia 1.750 1.574 .123 J.781 13 I I 3.719 -.078 to L= SNAP COVER tf LEAF ASTRAGAL STILEL 9.000 t3 HINGELBACK-UPPPIATE 8.281 18 g t.soo I.soo 1.250 a 828 .719 .719 SIDELITE MULLION REINFORCING < w .078- .jqrs..Kv4C A1wA0', 4.000 4,000 .rU:�a c 70.tSP2 1.625 4.L1.71 .C.A.N.�llsiB' .078 2.097 1.507LuI f- •: .• _ drawing no, ,A ,�U�,.2 •.2012 Wl 2-08 3) DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAMEB SIDELITE SLIP ON JAMB 1 ahad g of 9 ... . : . • 000 r ITEM/ PART/ RRQD. DFSCRIPTION • MAtIML MANP./SUPPLIRR/REMARKS 1 E801 - 0 E HEA!/ " • 60B3rT8 2 E602 - • NIRALIE LOVE ••• 80 3- a 3 0603 - • E JAMB • •00630T6 O 4 E804 - SIDEUTD i0P k M FRAME 8003-T6 - - - - 4A E628 SIDELRE 9"BOTTOM FRAME - 6063-T6 5 E805 - SIDELRE FRAME JAMB 8 E806~� - SID SyP 6N JAMS • 4083-78 7 E607 - Li1F TOP 0 R • • •• 8 -T6 - �r 7A E623 L BOTTOM RAL • • 808]478 8 EON - LEAF a • • ••• 3-T6 9 E809 - L HINGE STILE 6053-T6 10 E610 - LEAF LOCK STILE 6003-T8 - <O 11 call - LEAF ASTRAGAL STILE 6065-M - 12 E812 - LEAF ALIGNMENT BRACKET 6053-T6 - F'f7j IJ 9013 LEAF CLAMP _ 8083-TB 4-1/4"LONG SZ g 13A' E813 HINGE BACK-UP PLATE 8083_-T6 12"LONG exli 14 E814 GLAZING BEAD(5/18"LAM,CLASS)- -8063-T8 _ 14A E109 - GLAZING BEAD(7/16'LAM,CLASS) 6083-T8 - 15 E615 - IGLAZINO BEAD(INSUL GLASS) 6083-TO - V 16 E818 - SNAP COVER 80113-T6 - 17 E813 - BOLT SUPPORT 6083-TO NOT SHOWN IS - AS REGO. SIDELITE MULLION REINFORCING 8067-T6 - 19 FD-107 J/LEAF BUTT HINGES ALUMINUM SULLIVAN k ASSOC. 20 F81202 - FLUSH BOLT LEVER - SULLIVAN k ASSOC. LOCKS. 21 FORS14SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN k ASSOC. g OPTION 6t: 22 /12 SMS AS REOD. FRAME ASSEMBLY SCREWS ACTIVE LEAFS _ 2J #12 X 3/4' - _HINGE INSTALLATION FASTENERS - FH SMS 4 PONT LOCK ASSEMBLY OLOI-6007 BY'INTERLOCK USA INC.' Z4 - _ -^_S/8'OU,1HREADED ROD STEEL (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF -_-25,_ W11323- - - PILE W'SYRIPPINC "•- WqGLUL7RAF'AB gZ AT HEAD AND SILL ^(i DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 E20818-KN-3020 BULB W'STRIPPING SANTOP.RENE EPDM - Q S AT - THROW BOLTS ATTACHED TO LOCK 13Y 3/8"CONNECTING RODS 27 E'208 GLAZING BEAD BULB SANTOPRENE ULTRAi'AB O LOCK LOCATED AT 42-1/2"FROM BOTTOM 28 - - CLASS SPACER SILICONE IFRANK LOWE RUBBER CO. INACTIVE LU me Q 29 E822 FLUSH BOLT CLIP NYLON 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' JO DLOIRC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2"DIA, THROW BOLTS AT TOP AND.BOTTOM ENGAGING FRAME 31 CLOIWB WHITE BOLT SUPPORT BLOCK - POLYETHYLENE ACME PLASTIC n HERB AND SILL THROW 33 /10 X 3/4" 2/ADAPTER FH SELF DRILLING SCREWS THROW 80113 ATTACHED TO LOCK 8Y 3/8"CONNECTING RODS LOCK LOCATED AT 42-1/2"FROM BOTTOM 34 2/LITE SETTING BLOCK. 1/4"X 1/2'X 4'LONG EPDM AT 6'FROM EACH END,DUROMETER 6518 35 - 2/UTE SETTING BLOCK 1/4"X 3/4"X 4"LONG EPDM AT 6"FROM EACH END, OUROMETER 8525 O OPTION 82: ACTIVE tEAF, CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY'KWIKSET'LOCATED AT 39-1/4"FROM BOTTOM SEALANTS: KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4"FROM BOTTOM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CONCEALED FLUSH BOLTS BY'SULLIVAN k ASSOC! SCHNEE MOREHEAD JM5504 SEALANT, y v 1/2"X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE HINGES: O LOCATED AT 10-5/8"FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH(2)/8-32 X 1/2"FH MS 3-1/2'X 7-5/8"X.122" THK,EXTRUDED ALUM HINGE IB INACTIVE LEAF! PART/FO-107 BY SULLIVAN k ASSOC. 3 HINGES PER LEAFnqr.JAVAO A h CONCEALED FLUSH BOLTS BY'SULLIVAN k ASSOC.' BOTTOM HINGE AT 10-1/4"FROM 807TOM NOA CWIL , I 1/2"X 2"THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4"FROM TOS IMiAIeT FLA pE 9�.Y0982. g HEAD AND OSILLPE CENTER HINGE AT MIDSPAN(JB"O.C. MAX,) a )�F_- C.A.N• MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH/10 X 1"FH SMS -'IZ 'H-�•Ly}�,�'� b OF LEAF STILE LOCATED AT 10-5/8"FROM TOP AND BOTTOM (5)SCREWS AT HINGE STILE LOCK FASTENED TO STILE WITH(2)/8-32 X 1/2"FH MS (0)SCREWS AT FRAME JAMB drawing n5. NOTE: LOCKS MUST BE ENGAGED DURING 1 W1 2-08 PERIODS OF HURRICANE WARNING Oh88L 7 O( ... 22 •22 •.• �� •• �• 22 �� 18 Olu N DOOR F AM ORN R SID_LIT. FRAMF CORNERFRAM SIDELrrE SLIP ON JAMB CORNER z in :to W m� FiiW�MM�r{ �� 12 VAIN I'L 0011 eg , v � of N npr..Jgvµt;AHMA •, RA PEMM�YLL $ 92 g e CAN 56' yy Browing no. LEAF CORNS ; i,. N.9 2��2 W1 2-08 sheet g of g