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WS-17-2368 Permit NO. WS-10-17-2368 �etjORE,S L,� Miami Shores Village Permit Type:WindowslShutters 3� 10050 N.E.2nd Avenue NE ark Classification:Window/Door Replacem r ' Per .,,. Miami Shores,FL 33138-0000 Permit'Status:APPROVED Phone: (305)795-2204 FCORIOp' Issue Date: 10/16/2017 [7 Expiration: 04114/2018 Project Address Parcel Number Applicant 10010 NE 1 Avenue 1132060131441 Miami Shores, FL.33138- Block: Lot: CHRISTOPHER VIEIRA Owner Information Address Phone Cell CHRISTOPHER VIEIRA 10010 NE 1 Avenue (832)205-3808 (305)753-6736 miami shores FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,400.00 A&M HURRICAINE PROTECTION LLC (305)885-0678 Total Sq Feet: 0 Type of Work: INSTALLATION OF 2 IMPACT WINDOWS Available Inspections: No of Openings:2 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 DBPR Fee Invoice# WS-10-17-65226 $2.00 10/04/2017 Credit Card $50.00 $87.80 DCA Fee $2.00 Education Surcharge $0.60 10/16/2017 Credit Card $87.80 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $137.80 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 rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating, construction and ing. u r ore, I authorize the above-named contractor to do the work stated. October 16, 2017 Autho ' ignature:Owner / Applicant / Contractor / "gent Date Buildin Department Copy October 16,2017 1 ,b1 ►� ����� Miami Shores Village RECEIVED 0 T 04 2017- ��� Building Department BY; 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-0949 FBC 20 BUILDING master Permit No. )S l - COG PERMIT APPLICATION Sub Permit No. Q BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10010 NE 1 st AVE tet' City: Miami Shores County: Miami Dade Zip: (0)2� Folio/Parcel#:11-3206-013-1441 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): CANDICE VIEIRA & CHRISTOPHER Phone#:832-798-8438 Address: 10010 NE 1st AVE City: MIAMI SBORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: A&M HURRICANE PROTECTION Phone#: 305-885-0678 Address: 1050 EAST 15TH ST City: HIALEAH State: FL Zip: 33010 Qualifier Name: JOSE G PEREZ Phone#: 305-885-0678 State Certification or Registration#: CGC1522835 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: IM City: State: Zip: Value of Work for this Permit:$ /2,LW.00 Square/Linear Footage of Work: Type of Work: ❑ Addition i Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: INSTALLATION OF 2 IMPACT WINDOWS Specify color of color thru tile: Submittal Fee$ ki Permit Fee$ 122� - 63 CCF$ CO/CC$ )01 Scanning Fee$ Radon Fee$ DBPR$ 2— ' Notary$ Technology Fee$ Training/Education Fee$ 0 (2:03 Double Fee$ 92 Structural Reviews$ Bond$ Y TOTAL FEE NOW DUE$ ec) (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip S Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 0 ` Signature oH..<, Signature_�� OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this Theforego.ng instrument was acknowledged before me this 1:176 day of_� o !�� 20� by ��day of 20 19 , by C �- c� `.�r✓G who is personally known to E7iwho is personally known to me or who has produced 7-K Dy as me or who has produced �I t- as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: / NOTARY PUBLIC: Sign: Sign: Print: �rA �'e- /,I/ Print: Seal: Seal. ; ;?off"aY" ALAIN JAVIER MANRESA ADAM FIELD MY COMMISSION ss FF203463 NOTARY PUBLIC STATE OFTEMMS a.a, 'f, EXPIRES May 03,2019 MY COMM.EXP.4/30/201 :�^,yea-C'S3 �IondaNuUySardre:.un ** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r t� pO .A 10 V W r W 3 D v+uns 'v 3 Local Business Tax Receipt = Miami--Rade County,State of Florida -THIS IS NOTA BILL-DO NOT PAY [l d 7 7182596 TI (D RUEENEBB NAMtp/LOCATitNV REcorr no. EXPIRES AaMHURRICANE PROTECTION LLC RENEWAL SEPTEMBER 30,2018 1050 E 15 ST 7463171 Must be dlsolaTed x plxc of business H ALFAH FL 33010 ARasant 1.County Code Chaoler BA-Art.Sh10 OWNER 81i'TYPE OF&U NE55 A i M HURRICANE PROTECTION LLC 198 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED 105E G PERE QUALIFIER CGCI522835 EY TAX COLLECTOR work") 1 $45.00 07/12/2017 CHECK21-17-061500 y nis Loe.I E.slness Tu Receipt only ca l—pov-sviAm.Eae.I&,dmn Tv.Tlw ReesIA is so a lionno. LJ p—t r a tsdHlcsOe.d tA.haldei.quohric 11-,ode Eusii H.N.r.wYcaplyw&a"gmma,,W O orpoyowp wastal repoletaE lew.sail Nquirimem Nldui ap*to IM Mamma Ln TM RECEIPTNO.sl.s..mtIs.diWar"o..11 c. ascileehieks-Mimi-Dade Gd.Seo Ea-m V Ln Fnrnor.iol.r.uliNt vies 00 W t0 V N t� 10/04/2017 3:03 PM ET A M Hurricane Prot ->13057566972 D 1 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 04/27/2017 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 pollcy(ies)must have ADDITIONAL INSURED provisions or 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 endorsement(s). PRODUCER WNIAVI NAME: Sarai Medina Emmanuel Insurance&Associates,Inc. PHONE (305)693-0003 1 X Ne; (305)691-4381 2370E 8TH AVEE-MAIL ADDRESS: sarai emmanuelinsurance.com INSURER(S)AFFORDING COVERAGE NAIL f HIALEAH FL 33013-4236 INSURERA: United Specialty Insurance Company 12537 INSURED INSURER B A&M HURRICANE PROTECTION,LLC INsuRMR c JOSE PEREZ INSURER D: 1050 E 15 STREET INSURER E: HIALEAH.FL 33010 Lind CGC1522835 INSURER F: COVERAGES CERTIFICATE NUMBER: 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. LTR TYPE OF INSURANCEINSD POLICY NUMBER MM/DOIYYYY MM OLICY EFF UVIIYYXYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 CLAIMS-MADE ®OCCUR DAMAGE TO RENTED— PREMISES Ea occurrencei $ 50,000.00 MED EXP(Any one person $ 5,000.00 'o SI11014A218018 09/18/2017 09/16/201$ PERSONAL&ADV INJURY i 1.000.000.00 GENL AGGREGATE LIMIT APPLIES PER, GENERAL AGGREGATE $ 2,000.000.00 POLICY CY J.CT LOC PRODUCTS-COMP/OPAGG $ 2.000,000.00 OTHER: $ AUTOMOBILE LIABILITY a nt i ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED ra AUTOS ONLY AUTNOf�OWNED BODILY INJURY(Peracddent) $ HIREDAUTOS ONLY ALTOS ONLY W PERTY DAMA $ Per accident S UMBRELLA UAB OCCUR EACH.-OCCURRENCE E EXCESS LIAR CLAIMS MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS'LIAOMM I ATUTE ANY PROPRIETOR/PARTNER/EXECLITIVF_ YIN E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (MarMatory in NH) E.L.DISEASE-EA EMPLOYE $ ON] deSClrtX)under DESCRIPTION OF OPERATIONS bb. E-L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,AddltIonal Remarks Schedule,may be attached K more space Is required) Genera(Contractor. CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1000 NE 2nd Avenue Miami Shores,FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE - --_ '57LL a e, LLL 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marls of ACORD I-: 3 10/16/2017 12:58 PM ET A M Hurricane Prot ->13057568972 D 1 Miami Shores Village Building Department goes 1111., 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection 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: s c p- Qualifier/Owner Signature Date Print Name f� RAMMS ENGINEERING INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE,"2o4 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7� i + �O WIND-CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175,MPH WIND ZONE Interior&'Exterior Zones (48;5 -Walls).Positive Pressures Ex osure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or,Td utary Area_ih-So uare Feet Height 10 20 30. 40' r '; '50 60 Maximum •1.00 0.95 0.92 0.89\"' ' f 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 25 44.6 42.6 41.5 `, 40.6J , 40,0 39.4 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 1 51.2 /A9.& f 48.8 48.1 47.4 Interior Zone (4 Walls) Negative Pressutes • Exposure C For the 175m KWind Zone OrORY ••• Effective Wind Area or, Trri utary Area ins udre Flet••' ••• Height 10 20' 30 40 ••;te: :•6fl •• (Maximum) -1.10 -1.05 -1.02 -0.99 •�-0�8 -0.96 •• 15 -43.8,,E -42:0✓ -40.9 -40.2 :-39.15 . -39.1 •• 20 -46.4,.° -44.4 -43.3 -42.5 • -41.4 : ... 25 -48.4-' f ,=46.4 -45.2 -44.4 :43. , 30 48.4 -47.2 -46.3 -45.6 -45.1 . 40 1 4-5&6--. -51.4 -50.1 . -49.1 -48.4 -47.8 50 _-X56.21 -53.8 -52.5 -51.5 -50.7 -50.1 60 58:42,' -55.8 -54.4 1 -53.4 -52.6 -52.0 Exterior{Zones (5-Walls) Negative Pressures Exposure For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Trii utary Area in Square Feet Height, 10 20 30- 40 50 60 Maximum :1:40 -1.29 -1.23 -1.19 -1.15 -1.13 'I.5 -54.1 -50.4 48.3 -46.8 -45.6 -44.7. 20 -57.2 -53.4.. . -51.1 -49.5 -48.347.3 25 -59.8 -55.8 -53.4 . -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 '-53.9 -52.6 '-51.5 Y 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54 ` 50 -69.3 1 -64.7 -61.9 -60.0 -58.5 - ,W 60 -71.9 1 -67.0 -64.2 1 -62.2 -60.6 NA Length of End Zone (a): 10% of least horizontal dimension or.4 h, whicheveA_-RO I , but not less than 4% of least hori2ontal dimension or 3 ft. (h = mean roof heit). NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FFS. NAME CANDICE VIEIRA ' WINDOW AND DOOR DESIGN FORM Opening Design DESIGN Loads Opening Square Wind pressure (Chart) Product Approval Product NO Widht Heigth Footage *Zone POS NEG Pos Neg approval# Comments 1 106 505/8 37.27 4 1 37.5 40.9 70 80 15-0728.05 HR 200 2 74 505/8 26.02 4 38.5 42.0 70 80 15-0728.05 HR 200 3 0.00 4 0.00 5 0.00 6 0.00 7 0.00 8 0.00 9 0.00 ...... 10 0.00 ••••• 11 0.00 ...... .... ...... 12 0.00 •��• • 13 0.00 ���• 14 0.00 • 15 0.00 16 0.00 NOT INCLUDEa 17 0.00 NOT INCLUDED 18 0.00 19 0.00 20 0.00 21 0.00 22 0.00 TOTAL JOB SQF Year Built: Mean Roof Height: Building Width: Building Length: Sill Height: SQF: 63.28 25%OF SQF: 15.82 TOTAL JOB SQF: 0 . . . . . . . . . . . ... CDW ... c • < • r� � < • • • • • •.• • • `,J V LL, �` •.• • • • •.• • J ILLL T.-�• { 1 W = < • • • • • •• • • p m L_ Lu Lu a �r w � o' o a � � a z C < O R FOLIO NUMBER:11-320&013-1441 N MEAN ROOF HEIGHT:15" DESIGN WIND LOAD.175 MPH CHRISTOPHER&CAN DICE VIEIRA 10010 NE 1 AVE MIAMI SHORES FL 33138 FRONTXDOOR NOT INCLUDED MEAN OF EGRESS 106 X10 518 74 X50 518 37.28 SQ FT 26.01 SQ FT NOA:15-0728.05 NOA:15-0728.05 Z4+37.5-40.9 Z4+38.5-42.0 HR 200 HR 200 MIAM11- DE MIAMI DADS COUNTY ga PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)3t5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamideae.eovhconotny Eco Window Systems,LLC ' 9114 NW 106 Street Medley,FL 33178 COPE: 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 Ff ria$uildin ••• Velocity Hurricane Zone. ; .... DESCRIPTION:Series"Eco-Guard 200"Aluminum Horizontal Rolling Wht ftw—L.Af.b•• ••••:• APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-2 . wn.Hord• olling .... Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07115/J5;prepmVdJbrAl- ••••• Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami.Ds&.County 9WAAct •.; •• Control Revision stamp with the Notice of Acceptance number and expiration data 6yrthe MianiWade ...... County Product Control Section. """ • MISSILE IMPACT RATIN Lar a and Small Missile Im act Resistant •• •• LABELING: Each unit shall bear a permanent label with the manufacturer's-a a or logo, city, st*8,'•; 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#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0728.05 MIAMI- ME COUNTY Expiration Date: May 27,x019 Approval Date: September 03,2015 81244115 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 2017794 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson,RE, • (Submitted under previous NOA#14-0317.01) 0 a :**Go* 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94••• : 0000 •• 2)Uniform Static Air Pressure Test,Loading Pot FSC TAfg 262-94 ..... • 3)Water Resistance Test,per FBC,TAS 20f ys•• :....: 4)Forced Entry Test,per FBC 24113.2.1,TAS 22-94 •••••• Osseo along with marked-up drawings and installation diagram of a•X4Y*aluminum. ..:..• horizontal sliding window,prepared by Hurricane Engineering&oTestingo fnc.,Test-•••:- Report No.HETI-08-2226A, dated 01/15/09, signed and seaIWVb CandiddF. Font •0.• ...... P.E. . . . (Submitted under NOA#09-0312.08) ' • • '••'•• 3. 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 marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Manue ere ,P.E. Product Cont of Ex finer NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTuiuED) 5. 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 a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. 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 marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2228B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. .000.0 0000.. (Submitted under NOA#09-0312.08) ' ' .. 0000 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS•201-4 •••• 0000:. 2)Cyclic Wind Pressure Loading per FBC,TA'S 203-94 along with marked-up drawings and installation diagram of aXOX alumifitM. ' horizontal sliding window,prepared by Hurricane Engineeri j." estin :j� Test:. ug.&.T g,I9Sry 00:00' Report No. HETI-08-2229,dated 01/15/09, signed and sealed by-Candido a Font, P.E. 0000.. (Submitted under NOA#09-0312.08) •••••• 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS-;Q}-*94 •••• 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230A,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. 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 marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4 A Manuel P ez,P.E. Product Controlxa iner NOA No.15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with C Stn Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation, sirpicu TOM sealea a Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 0000•• • • • 0000•• F. STATEMENTS ' ' • 1. Statement letter of conformance, complying with BC Stn Edition �(2014�Pof no....:* financial interest,July 8,2015,signed and sealed y ava •••; 0000 0000 0000 0000. G. OTHER • 0000.. 0000 0000. 1. Notice of Acceptance No. 143-0317.01,issued to Eco WindeVsy$temspuz for thei>:... Series"Eco-Guard 200"Aluminum Horizontal Rolling approved • on 04/10/14 and expiring on 05/27/14. ''"'• 0000.. . . 0000.. Manuel a ez,P.E. Product Contr l aminer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 72' 111 2)ANCHORS AT ARO.5nlE ENDS TYP. U WINDOW WIDTH WINDOW WIDTH �4)ANCHORS RE00.FOR S¢ES AND LOADS MARKED wRH W ON SHEET 2 ONLY �Y I 10 8/8'MAX. 4' O 3 1/2'MAX. 4' 3 1/2'MAX. HEAD/SILL 3• CORNERS r 3' - g HEAD/SI S A CORNERS CORNERS I 3 � 'n $ CORNERS 3 in L-L , ' i W rc== CII II II ,� C II II II II a 3 d 3 3 V �� : FALSE M11N11NS FALSE MUNfMS r 31 1/4' 32 3/4' 32 3/4' 32 3/4' (SURFPI.lED1 (SURFACE APPLIED) EEO D.L OPG. D.L.OPO. MAY BE USW D.L.OPG. D.L.OPG. 38 3/8' 36 7/6' ECO-GUARD SERIES-200 3 " VENT WIDTH TYPICAL 9EVATIONS VENT WIDTH ALUMINUM HORIZONTAL ROLLING WINDO�f a 3 90,0 mM DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 11 0 oM CHARTS SHOWN ON SHEETS 2. Z 343 THESE WINDOWS ARE RATED FOR LARGE dK SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SDE BY SIDE 3 i gg SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER p EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING U -e MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. W F LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL O 1/8'HEAT STREWD.GLASS WILL APPLY TO ENTIRE SYSTEM. 6/16'NR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8'HEAT SLREN'D.GLASS 1/8'HEAT STREWD. GLASS 1/8'HEAT STREN'D. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 2 2 090'Int�ryyar .690'Interlcy�r DAgcHa PY8 SentryClow 090'Inbrl9 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER R o By'Kurutach PVB LOADS TO THE STRUCTURE. R By'Kurorq Americo.Inc: By'Kurarcy America.Inc.' By'Kuraroy America Inc.' 1/8'HEAT STREWD.GLASS 1/8'HEAT STREWD.GLASSANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS aa 1/8'HEAT STREWD.GLASS EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. $9 a q SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORMNG 899 DOW CORNING 899 ••• SPS • • •• NOT PART OF THIS APPROVAL M GE SCS 2000 �5 2000 • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. c• ==µd i m •• • • • • • B SIYCOIfE ES 3 DW agg • ••• • ALL SHIMS TO BE HIGH IMPACT, NON-METAUJC AND NON-COMPRESSIBLE F, •• •• s • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL,/METAL SCREWS,THAT m e m COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. g EnorJ D1 q CML mc�omPlyyllna vAlk to Iffaft • ••• // • • • SCAN.L Bondi a CO& _ 10 10 • • i•i i i i • • A Irul Date Iw. b • •• • • • • • •• AT 1/4 POINTS ON LRES AT 1/4 POINTS ON LILIES ••• AT 1/4 POINTS • SETTING ITLACK5 Ai By 29 WIDER THAN 38'ONLY 9 WIDER THAN 36'ONLY 9µy 9ZES LAMA.GLASS AND UL IAM.GLASS „ PrN dmwirp no. GLASS TYPE 'A' GLASS TYPfi 'B' GLASS TYPfi 'C' NOTCH BEAD LEG CLEAR 2015 W09-12 GLAZING OPTIONS 000 • • • • 064111, a • alNlaL of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSF(X0,OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSP (XOX SIZES) W/O REINF. WITH RBINT. R 0 REINF. WITH REIN?. W/O REINF. WITH I"F. a GLASS TYPE GLASS TYPE GLASS TYPE CLASS TYPE CLASS TYPE GLASS TYPE CLASS TYPE CLASS TYPE CLASS TYPE a' WINDOTI DIMS. A 'A' '8' 'C' WINDOW DIPS. A 'A' "B' 'C' WINDOW DIMS. AC. Z WIOTH Hk7GHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) M.(-) OR.(+) INT.(-) 170.(+) NT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) O(T.(+) Ni.(-) r 26-1/2' 4 70.0 60.0 80.0 90.0 70.0 9010 74" 26• 9 70.0 80.0 80.0 90.0 70.0 80.0 74• 26, 9 70.0 80.0 8010 90.0 7010 80.0 3Y 26" 4 70.0 80.0 a0.0 90.0 70.0 80.0 108-1/4' (3) 12 70.0 80.0 50.0 90.0 70.0 80.0 1DO-1/4' (3) 12 70.0 80.0 80.0 90.0 70.0 SOA 53-1/6" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111• 12 70.0 50.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 90.0 90.0 7010 80.0 74' 8 70.0 aO.0 50.0 90.0 70.0 80.0 74" 38-3/8 9 70.0 80.0 60.0 90.0 70.0 50.0 74" 38-J/8' 9 70M 80.0 80.0 90.0 70.0 SOO 26-1/2' 4 _ 70.0 a0.0 Sox 90.0 70.0 80.0 108-1/4• (4) 12 70.0 80.0 a0.0 90.0 70.0 80.0 1D8-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 r r 37" 38-3/8• 4 70.D a0.0 80.0 90.0 70.0 80.0 111• 12 70.0 9010 80.0 90.0 70.0 90.0 111' 12 - - 30.0 90.0 7010 80.0 a ~ 53-1/a• (4) 8 70.0 60.0 90.0 90.0 70.0 60.0 9 70.0 50.0 80.0 90.0 70.0 $0.0 74' S0-s/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 > QQQ 50-5/8• 74" 8 70.0 90.0 80.0 90.0 70.0 80.0 106-1/4' (5) 12 70.0 80.0 9flA 90.0 70.0 90.0 (5) �n p 26-1/2' 4 7010 80.0 50.0 90.0 70.0 50.0 12 8010 90.0 70.0 80.0 74' 83' gf0 9 70.0 70.0 80.0 90.0 7010 80.0 6 37" 50-5/8' 4 70.0 80.0 80.0 90.0 70.0 90.0 74' _ 9 70.0 70.0 90.0 90.0 70.0 80.0 (6) 53-1/8• (5) 6 70.0 80.0 80.0 90.0 70.0 90.0 106-1/4" 83 12 70.0 70.0 80.0 82.8 70.0 90.0 72' 9 7D.0 BOA 50.0 90.0 7010 80.0 74' 8 70.0 80.0 60.0 90.0 70.0 80.0 111' (a) 12 70.0 70.0 60.0 80.4 70.0 80.0 04" 24' 9 70.0 80.0 80.0 90.0 7010 80.0 Z d 4 50.0 90.0 7010 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 7010 80.0 80.0 9010 7010 80.0 37• 63" 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 108• 12 7010 80.0 80.0 9010 70A 80.0 53-1/8' (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 98' (3) 12 70.0 50.0 90.0 90.0 70.0 80.0 72' 9 7010 80.0 80.0 90.0 70.0 80.0 U o 74' 8 70.0 70.0 80.0 80.4 70.0 80.0 108• 12 70.0 80.0 80.0 90.0 70.0 80.0 84' 38• B 70.0 80.0 80.0 90.0 70.0 80.0 J J 24• 4 70.0 80.0 80.0 9010 70.0 80.0 72" 9 70.0 80.0 80.0 9010 70.0 50.0 96' (4) 12 70.0 8010 80.0 90.0 7010 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 8010 84" 38" 9 70.0 80.0 80.0 90.0 70.0 80.0 108' - - 80.0 90.0 7010 80.0 (/) 46" 24 8 70.0 80.0 80.0 90.0 70.0 SO.O 96• (4) 12 70.0 80.0 8010 90.0 70.0 80.0 72' 9 70.0 90.0 80.0 90.0 7010 50.0 SO' 6 70.0 80.0 80.0 9010 70.0 90.0 109' 12 70.0 80.0 80.0 90.0 7010 80.0 84' g) 9 70.0 70.0 90.0 90.0 70.0 90.0 72• 8 70.0 50.0 80.0 90.0 70.0 80.0 72• 9 70.0 80.0 aO.0 90.0 70.0 80.0 98• 12 70.0 70.0 80.0 90.0 70.0 90.0 of 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 a4' 48" 9 70.0 00.0 80.0 90.0 70.0 80.0 72' 80' 3 1-°0 9 70.0 70.0 80.0 9010 70.0 80.0 � fill` 38• 4 70.0 80.0 50.0 90.0 70.0 80.0 96' (5) 12 70.0 80.0 80.0 90.0 70A 80.0 (8) Q I O orf j 48• (4) 6 70.0 90.0 80.0 9010 70.0 80.0 109' 12 70.0 80.0 80.0 90.0 70.0 80.0 A NO. OF ANCHORS PER HEAD do SILL ici M N 80" 6 70.0 80.0 80.0 9010 70.0 90.0 72• 9 70.0 70.0 $0.0 90.0 70.0 60.0 ( ) = N0. OF ANCHORS PER JAMB Z 72' 8 70.0 aO.0 80.0 90.0 70.0 80.0 84" 80• 9 70.0 70.0 80.0 90.0 70.0 90.0 3 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (9) 12 70.0 70.0 80.0 90.0 70.0 80.0 U O 36' 4 70.0 60.0 60.0 90.0 70.0 80.0 108" 12 70.0 70.0 8010 87.6 70.0 50.0 48' 48" a 70.0 80.0 8010 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD h SILL W mm 60 (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4W) 72• B 70.D 80.0 80.0 90.0 70.0 30.0 *MAX. LOAD FOR THESE SIZES IS -90.0 PSF T4• 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH 4 ANCHORS AT MTG. STILE ENDS 38' 4 70.0 80.0 5010 90.0 70.0 80.0 C e G 48" �6) 6 70.0 Tao 50.0 90.0 70.0 90.0 $ 80' 6 70.0 70.0 6010 90.0 70.0 30.0 (1/3W) (1/3W) (1/3W) o 72• 8 70.0 70.0 80.0 87.6 70.0 BOX H OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH u JAMB •� "� - No- OF ANCHORS PER 'XOX' •MAX. LOAD FOR THESE SIZES IS -90.0 PSF OPERATING VENTS Te Bfe tri f!E E�,u W WIDTH NOTE: o- • • •• • • i1"'� GLASS CAPACITIES ON THIS SHEET ARE $s S>J 5 •• •• • •'Xe • ••• •• BASED ON ASTM E1300-09 (3 SEC. GUSTS) c.e a n u •• ••• •• � • • •• AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr.JAVAD MM ANPRODUCT REVISED H • FLA PE 170592 a comPl9insw(Il%aeFlorw S 1 • • • N15111 LEFT ANO RIGHT VEN1$ TO BE OF EQUAL GLASS DLO WIDTHS ALL EXtRI0j(+) LC:QS S=IOU ON•TAS SHEET ARE FOR NNNDOWE�LTH ADl3-(:J �tISER'AT••FRAt�F•SILL0 20'iay 1701 XO OR OX' FOR U9. SIV(NO RISER) MMIT EXT.t+) LOADS TO 67.0 PSF 1-101 drawing no. SEE SHEET 3 FOR DETAIL. sheet Q of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS ,Dy SEE SPACING YiAo WOOD BUCK FOR SPACING . r METAL 1 STRUCTURE MIAMI-DADE COUNTY APPROVEDa EDG6.DIST: EDCE DISTMU1WN k MULLION ANCHORSZ a.' SEE SEPARATE NOAOEDGE(ISTa 1G a MIA u O 1 v0 • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q SEE ELEV. SEE ELEV. SEE ELEV. 3 - FOR SPACING FOR SPACING = FOR SPACING aI_ WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. U � WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING V) W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END J/4' n1A. ULTRACON BY 'ELCO' (FU-177 KSI,Fy-155 KSI) a AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w O _ SEALANT: 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) � x W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH THRU 1BY BUCKS INTO CONC. OR MASONRY 8o n L , JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 0 W 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 2 Sri DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O�p 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W;;- !14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') INTO METAL STRUCTURES f_.N STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) . 14 15 to (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ° o TYPICAL EDGE DISTANCE c 2 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE 3/4" MIN. a • • • • • • • � � �S WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MN. o Est R i y�� • • •• • •ry s ifssBS 3 9 • • •• rc•. N CONCRETE AT HEAD, SILL OR JAMBS PO - 3000 PSI MN. u c • • � * C-00 HOLLOW/FILLEO NORMAL WEIGHT CMU AT JAMBS I'm 2000 PSI MIN. En1r.' VAD AH ESVISPJ) •t 9 - PRODUCT R as CIVIL Fill PE 1 70592 csrQlyina with the Flulb S .•i .. '' 7 - ••t .. •• ..••• C N. S.le waep • u 2oi b n\z .a I.. v.• • • t • '• •' •• S I • TYPICAL ANCHORS • ITYPIft ANCFIO19 By .' •'.. SEE ELEV. FOOD e • SEE ELEr. • Mi ede drawing no. N, FOR SPACING FOR SPACI"c W09-12 EDGE DIST. _I EDGE DIST. sheet 3 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • 1/4'MAX. (� V W 1/4•MAX. SHINS SHIN © O O 21 8 7 5 1W000 BUCKS 1 ..v, TYPICAL ANCHORS F N TYPICAL ANCHORS SEE ELEV. R SEE EIEV.:� FOR SPACING � � FOR SPACING 25 U 23 � O f. 17 ---0 .,1 l f4' (�C 4X+ --SCREEN OPT. ___ KI-3 w 20 w v n G8 4 4 STEEL REINFORCING 11 1 f 2 KETAL AS REDD. STRUCTURE SEE SHEET 2 FOR CAPACITY WINDOW WIDTH e1 r O XO LAYOUT J 1/4'MAX 1/4-MAX. VENT WIDTH VENT WIDTH SHIM SHIM O D.L. GPC. O D.L OPG. 1 n WOOD DUCKS C 2 C g D 7 ral 17 v., TYPICAL ANCHORS W s SEE ELEV. d0 SPACING Nn pe 1 /2• _ __ � O O M $ o I Z3� t7 1 1f4• 3 z�R _ Q,f ---SCREEN OPr ----- SCREEN 0 . ----------- 20 2 6 t7 • --� 4 11 1 D.L.OPG. SIM�NFORCNG EXTERIOR SEE SHEET 2 FOR CAPACITY ' WINDOW WIDTH TYPICAL ANCHORS XOX LAYOUT C 8 SEE ELEV. FOR SPACING Tj pp •p 2 NWAI-DADE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE HOA SEE ELEV.FOR SPACING • ••• • • • • • •• c aT!-aa C t m U O W Engr.JAVAD AHM40 PRODUCT REVIWD M PE L 70592 n�PIYuf whh to FiDdd• • • • ••• CAN. Building Code �p Y �. • • • • • Aaeplaea loo ._! p '6 ` • ---Tri-SgBEE11 OPT. • • • irelioe Deb 3 g b • • • • • • • • • • • • • ••• •• J 2015 Ai drowing W09-12 no. WINDOW WIDTH •• • WINDOW WIDTH • 5n•�l a or � . . . . . . . . . . V � U EDGE 0157. NEPAL It" TYPICAL ANCHORS STRUCTURE EDGE NNMI-DARE COUNTY APPROVED SEE ELEV. MULLION MULLION ANCHORS O 3 ' • FOR SPACING ` SEE SEPARATE ATE NOA J EDGE F 7Z DIST. I � ao I TRSPACING 8ALT. TYPICAL ANCHORSPICAL ANCHORSSEE ELEV. EE ELEV. a=FOR SPACING O O tj po 3 � N W � 1/4'MAX. o Z 3� SH%6 (i ALT. TYPICAL ANCHORS U Li SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV.FOR SPACING u O m `nal' n n . . .. . . . ^- aosss ALT. • •• • • • • ••• • ��<m 2 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER En9r:JAVAD AHNAD PRADUCTREVISED L CML FIA.PE/70392 eacoplying with Ow Florida• ••• CA35J8DuildngCode• • O .. • s • !�D :08 • • • • JU 02015 �t0t drowtng nof. EDGE DIST. sheat 5 of 7 • • • • • • • • • • • •• •. • • • •• •• �q.750� 1.057 ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANY./SUPPLIER/REMARKS 0 1 FY201 1 FRAME HEAD 8063-TB .500 .715 3/18' 2 M02 1 FRAME SILL 6083-T6 - pp1 1434 3 FY203 1 SILL TRACK INSERT 8063-T6 - Z 4 FY205 AS REDD. MOV.FRAME JAMB 6083-T6 062 .813 SEN ��® 5 FY101 AS REDD. FILED FRAME JAMB 6063-T6 - .062 1.718 II 8 FY104 1/VENT FOXED MTG. RAIL 6063-TS - O 3.249 1.1{0--I - v 12 11 7 FY10.5 1/VENT VENT INTERLOCK 6067-T6 8 FY206 1/VENT JAMB STILE 6063-T6 9 VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FYI 07 2/VENT TOP AND BOTTOM RAIL 6063-T6 - A� .613 10 FYI08 AS REOD. GLAZING BEAD(LAM.GLASS) 5063-TG _ V pn�l 2'095 .130 IDA MID AS REDD. GLAZING 13EAD(INSUL LAM.GLASS) 6083-T6 W�ro 1.1401.610 1.250 I �' �' 11 - AS REOD. REINFORCING BAR STEEL - O .719 .045 .803 .045 503 12 2 AS REOD. AD-ON SIL BAR STEEL - �- 13 fY204 AS RTEQD. ADD-ON SRL RISER 6063-T6 USE AS RE00. 01 FRAME HEAD 2.248 1.047 1.047 14 fY208 {/VENT ROLLER HOUSING•GUIDE CELCON = LL�Z g 1.140 .062 15 FY209 2/VENT ROLLER BRASS a W 1.1401.610 1 f0 GLAZING BEADS 16 FY210 2/VENT ROLLER PIN ST.STEEL - c 17 /e X 1' AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 1.344 18 /e X 3- 2/VENT FIX. RAIL SILL SCREWS(SILL END) CRS P.H.STIS U o .813 19 W23181 AS REDD. FIN SEAL W'STRIPPING - ULTRAFAB O8 JAMB STILE 20 Q300TI90 AS REDD. BULB SEAL O-LON SCHLEGEL 1.058 21 E207 AS RE00. BULB SEAL SANTOPRENE ULTRAFAB,Dl1ROMETER 65-S 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB.DUROMETER 6535 3.878 F1.250 23 FLB-50 AS REOD. GLASS SPACER SEICONE FRANK LOWE .078 2.501 24 SL203P 2/VENT SWEEP LATCH - SULLNAN t ASSOC. 25 /s X 1/8' 2/LATCH LATCH INST.SCREW ST.STEEL OH SMSUjco 1.340 26 WA21. 2/WDW. WEEP VALVE - PREFERRED ENG PRODUCTS 3 XaM .082 27 - 1/VENT 5/16'BOX SCREEN - OPTIONAL `� 0 500 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL Z 1 1.344 429 - 2/LTTE SETTING BLOCK EPDM DUROMETER 8035 SHORE A 3 Z} 7 MEETING RAIL U�_w 2 FRAME SILL LTJ °f h2.12,1 -y O 1.314 � .250 1.422 St .340 .312 '.2O F-062 < C R R .062 S6FLR ` Q SILL TRACK • I3 u g FIXED MTG. RAIL .500 t.te7� .Iso40, ei s •• ••• • e • • • •t c• ri a • • • • • • • • • .2 - •• • • • • ••• • C <o o n u .062 F -062 •• • • • • • • • • 2.750 2.812 2.812 2.750 Ergr,JAVAD AH PWDl1CTRRVISED 2.688GVIL nortXOybw with do"Rib X « .062 • ••• • • • ••• FIA.PE'1 70592 Building C6de g L • • • • BY Aeaptmoe No ••• • • t • • Ha irelian DRn �� ' • X769 • • • • • • • • i b 974 968 • ••• t•+ • M' Dak Product drawing no. -1.087-1 L6ee� 2.61 • • It)►. 15 W09-12 Q MOV. FRAME JAMB 5 FIXED FRAME JAMB 26 FLUSH FRAME ADAPTER sheet Bot 7 ••• • • • • ••• • •• •• • • • •• •• ••• • • • ••• • • I 17 F s i c a 0 � V H FRAME TOP CORNER J N VENT TOP/BOTTOM CORNERS n O on 3Z 0 a0 Y/" o I ' a b / °4444 • • • • .• • f • • • • �g�""oW Engr JA AD ARWD PRODUCT REVISED „ •° CML a•caeyins wIM the Fleride • ••.E.BOTTOM CORNER • •.• / Oc 'WmW2 B,rI Code c • • • • • • • • Aceepmro�l°S-O16,0' • ie .• : . :': : : . : : : IwlbeDe• UDII a Far;�1-91111-11 Fl%ED MTG. RAIL CORNER W09-12 sheet 7 of • • • • • • • • • •