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WS-19-1118Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-05-19-1118 r� Permit Type: Windows/Shutters Lolassification: Window/Door Replacement Permit Status: Approved Issue Date: 05/31/2019 I Expiration: 11/27/2019 Location Address Parcel Number 1168 NE 101 ST, Miami Shores , FL 33138 1132050190240 Contacts CHRISTOPHER & MARGARET SMITH Owner CHRISTOPHER & MARGARET SMITH Applicant 1168 NE 101 ST, MIAMI SHORES, FL 33138 1168 NE 101 ST, MIAMI SHORES, FL 33138 REGOSA ENGINEERING SERVICES INC Contractor GUSTAVO VELEZ 15700 NE 2nd AVE, MIAMI, FL 331624267 Business:7862622964 CONTRACTORWORK@GMAIL.COM Other:7863448720 Description: 1 WINDOW IMPACT Valuation: $ 450.00 Inspection Requests: TotalSq Feet: 300.00 Fees Amount Application Fee - Other $50.00 CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Scanning Fee $9.00 Technology Fee $2.50 Windows/Shutters Fee $50.00 Total: $116.30 Building Department Copy Payments Date Paid Amt Paid Total Fees $116.30 Credit Card 05/31/2019 $66.30 Credit Card 05/16/2019 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunderin 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 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating consXct on mooning. Futhermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent Date May 31, 2019 Page 2 of Z Miami Shores Village 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 BUILDING PERMIT APPLICATION 14 BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED M Y 16 2019 BY: FBC 20P Master Permit No�t� I Sub Permit No.V V s -U 19 ` I I is ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Folio/Parcel#: is the tsunamg nistoricauy uesignaatea: Yes ivu y— Occupancy Type: Load: Construction Type: Flood Zone:—' BFE: FFE: OWNER: Name (Fee Simple Titleholder): / Phone#: Address:: /%Lo ^/'?/C• /�%1S'T City: /T // ii `�J�'O��-S State: Zip: 3 3 l3� Tenant/Lessee Name: Phone#: Email: L262 CONTRACTOR: Company Name: je6 65W 961'%&iN5/ E&/Y� V( Phone#: 3osr�'298 Address: 4A.S/Vo O C A 0 V City: Irl'49 I State: r` Zip: 5713P Qualifier Name: Vd5?4YO 41ELEp- Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State: Zip: Value of Work for this Permit: $ 4.$749 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ® New ❑ Repair/Replace Description of Work: a a11N3)b W //'/O'19eT• Specify color. of co/or-thru'tile,- t Submittal Fee,$ •'y'Pyermit e $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ CCF S 1') DBPR $ ❑ Demolition SQ/�CC $ Notary Double Fee $ Bond $ / TOTAL FEE NOW DUE $ K� (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT NTRACTOR The foregoing instrument was acknowledged before me this day of /�'j/�/ 20 /9 by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: ✓/�tr Cui�4� o Print: R5VZ1;4 A C640 -g ! #46 N CAb The foregoing instrument was acknowledged before me this 13 day of /y/� j/ 120 J by (�'4/rT/9I/U r/L4--457 , who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Ar7QiAN4 Cec;ol a (fALEnCTQL as Seal: fir%:- . Seal: :N, ADR. X. NAVPF � ' �"' ,4DRIANACECILIAVALENCIABORJA i* »i M. Stt... ;ION :*? �. MY COMMISSION 8 GO 3183/6 t = :F• S r YF�ES: at fi I, 2023 APPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) BUILDING REVIEW APPROVED D ' MIAM f• MIAMI—DAbE COUNTY DADE oL' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES flu 5 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION (78TW.1niamidade.gov/economy -2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA r5 Eco Window Systems, LLC V,-U U 8502 NW 80a` Street Medley, FL 33166 tJ ' SCOPE: # s: This NOA is being issued under the applicable rules and reg a ion cverning 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:testi4 and thteAHJ may-*:* immediately revoke, modify, or suspend the use of such product or material within their jurisdtcl :84. RER •. .... .. reserves the right to revoke this acceptance, if it is determined by Miami -Dade •.�jj ty ProK t Contro.l...• Section that this product or material fails to meet the requirements of the applicable being code. . ; • • • •; This product is approved as described herein, and has been designed to comply witk.tiie F1018ATuildigg... Code, including the High Velocity Hurricane Zone. • • • • • • • • • • ..:.. • DESCRIPTION: Series "Eco-Guard 50" Aluminum Single Hung Window-)�;�Vl�.� • • •:' APPROVAL DOCUMENT: Drawing No. W12-40, titled "Eco-Guard Series-�O:Alum• S.M. Wdwa9e0*76.7 . (L.M.I.)", sheets 1 through 4 of 4, dated 07/18/12, with revision `B" dated 07/20/27, pfeparedoby Al-Faroog. Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade•CoAty Prvdu'c1.Cont?bl • Section Revision stamp with the Notice of Acceptance number and expiration date by the Wfii mi-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami --Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-1212.02 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 Jorge M. Plasencia, P. E. FZECEIVED NOA No. 17-0809.37 M Y 16 Z019 Expiration Date: November 21, 2022 Approval Date: October 26, 2017 Page 1 T`V Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's 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.1.)", sheets 01 through 04 of 04, dated 07/18/12, with revision "A" dated 11/25/14, 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 0 • • • • 4) Large Missile Impact Test per FBC, TAS 23)1--54 "" ••••;' 5) Cyclic Wind Pressure Loading per FBC, T,�X;J�-94 •; 6) Forced Entry Test, Type "A -A" Window, Gsade.10, Level LV i . per ASTM F 588-07 and per FBC 2411 3.2.2' S 20 ; . • 7) Standard Test Methods for Deglazing Force of fenestration Products per ASTM E 987-88 (2009) .. •.. • • 00 • ; 8) Standard Test Methods for Determination of "rating Force of Sliding Windows and Doors per ASTM E 21068-00 (2(�4$�; . • • • • • • along with marked -up drawings and installation diagram o; ,�. siggle lung w indoZy,•.. prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTi.69h, dated 07/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NDA No. 12-0820.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511, Edition (2014), dated 11/18/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ge M. Plasencia, P. E. Produ7tcontrol Unit Supervisor NOA No. 17-0809.37 Expiration Date: November 21, 2022 Approval Date: October 26, 2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21 /16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no financial interest, dated November 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL-6951, issued by Fenestration Testing Laboratory, Inc., dated 07/02/12, signed and sealed by Marlin D. B•rjVpn, P.E. (Submitted under NOA No.12-0820.08) .... ...... ...... .. . ...... G. OTHERS • 1. Notice of Acceptance No. 12-0820.08, issued to Eco Window %Wems, JLC•for their•••; Series "ECO-Guard 50" Aluminum Single Hung Window o+• 1�LL, approved Qke o o . . 11/21/12 and expiring on 11/21/17. """ '••' ....• .. .. .. . ...... 2. NEW EVIDENCE SUBMITTED . . . . ...... A. DRAWINGS • 1. Drawing No. W12-40, titled "Eco-Guard Series-50 Alum.'S.H' Wd:v.IL.M.I.j", • sheets 1 through 4 of 4, dated 07/18/12, with revision `B" dated 07/20/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014) and FBC 6" Edition (2017), dated 07/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jorge M. Plasencia, P. E. Pr net Control Unit Supervisor NOA No. 17-0809.37 Expiration Date: November 21, 2022 Approval Date: October 26, 2017 E—Z Eco Window Svstems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6t' Edition (2017), and of no financial interest, dated 07/19/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS • • • • 1. This NOA revises and renews NOA # 14-1212.02, expiring on;l 1 /,'>L/ 17. • • • • • • • • • • • ...... .. . ...... •• •• •• • •••••• • • • • • •••••• Jorge M. Plasencia, P. E. Pr duct Control Unit Supervisor NOA No. 17-0809.37 Expiration Date: November 21, 2022 Approval Date: October 26, 2017 E-3 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. 5/15" LAM. GLASS WICTH HEIGHT EXT.(+) 1NT.(-) 18-1/8' 26-1/2' 37' 44- 53-1/e- 26' (4) 55.0 60.0 55.0 60.0 55.0 60.0 55.0 60.0 55.0 60.0 19--1/8' 26-1/2' 37' 44' 53-1/8' 38-3/8' (4) 55.0 60.0 55.0 60.0 53.0 60.0 55.0 60.0 60.0 55.0 19-1/8" 26-1/ 2' 37' 44' 53-1/8' 50 5!8" (5) 55.0 55.0 60.0 60.0 55.0 60.0 55.0 60.0 55.0 60.0 19-1/8, 26-1/2- 37' 44• 53-1/8" 63 (5) 55.0 55.0 50A 50.0 55.0 55.0 60.0 60.0 55.0 60.0 19-1/8' 26-'/2- 37' ' 76' (8) 55.0 60.0 55.0 60.0 53.0 E.E.. e NC. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 1/8" ANN. GLASS .090' Interloyer Safl.x Clear And Colar Glass By 'Eastman Chemical Co.' r1/8- ANN. GLASS SUCONE i DOW 899 16 � n / � \ II z3 II / GLAZING DETAIL e ECO-GUARD SERIES-50 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 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DACE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. FALSE MUNDNS (SURFACE APPLIED) - OPTIONAL D.LO. (FIX. LITE) 10 1/2- MAX. HEAD A El II � 11 II I 1 �I I� I Il II I I NO ANCHORS AT SILL 47 3/4- O.L.V. LVLNI) sD 1/6' VENT WIDTH TYPICAL ELEVATION TESTED UNITS y�U Z 3 C• W o m o0��'.-..o olg cr p dnc ti o d U 2 N al p 0 Z O i a J fS 1D Q wME THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE uf•' o REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA w g BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 29Y WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS o ± TO THE BUILDING STRUCTURE P o N ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. - o AND INSTALLED PER MANUF'S !NSTRUCTII SPE61PIEDGEABEDMEL•f TOW-0 • • m c ` m MATERIAL SHALL BE BEYOND WALL DRERSING OR SR1CCl. • • • • • •-- A LOAD DURATION INCREASE IS USED N�j,1•' ESIGNQG A1♦fNO:S sfTO�WO��•!LY•• ALL SHIMS TO 8E HIGH IMPACT, NON- •C-ppFA- MPR IBLM MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT PRODUCT REVISED 6 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE •s complying with the Florida = REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE 4 ADOPTED STANDARDS. gogtling Code _ - a NOTE: THIS PRODUCT APPROVAL IS GENERI011.MID ypEj NOT FR�VIDE ' NATION IN A -No. 17-0809.37 ` GLASS CAPACITIES ON THIS SHEET ARE • - FOR A Sr'E SPECIFIC PROJECT, Le•LIFE SAFQY OF THIJ PjOD. . ADEQUV • � BASED ON ASTM E1300-09 (3 SEC. GUSTS) OF STRUCTURE RECEIVING THIS PROWCT ANOR SEALING r,ROWND (WENING FQj2 :x�rati�DatI121112022 OF lV` drawing no. AND FLORIDA BUILDING COMMISSION WATER INFILTRATION RESISTANCE Ems. • • • •• • • ••• A20RIDP..•'�,\��` 1AI•�rl_,40 DECLARATORY STATEMENT DCA05-DEC-219 CONDITIONS NUT SHOWN IN THIS DRAWING AREtrO BE ANAIlrZED CE ARATELY, • Control 4�7O fp� tt L AND TO BE REVIEWED BY BUILDING OFFICIAL• • • ! • • • 7,7ri NAL 1111�` sheet t of ¢ •.'... • • • • • • • • • • IBY TYPICAL ANCHORS WOOD DUCK SEE ELEV. ., FOR SPACING da da / EDGE- DIST. a° O I 1 B g i i i' ti 0 o ii h ' 12 OPTIONAL TO SPRING LATCH 0 0 5 o W a o E" s 118 jI _o 0 y © 22 . e• d L3/4• LONG WEEP NOTCH AT EACH END TYPICAL ANCHORS S17 ELEV. _______ _______ ____ FOR SPACING Fr____ _____ _____ __�0 11 MME COUNTY APPROVED 11 METAL II MULLLIONION k MULUON ANCH04S 11 EDGE STRUCTURE 115EE SEPARATE NOA 1t L�, DIST. 11 EDGE DST. 1 I = i � a �+ 94q - — ----------- TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE E1EV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING MUST SUSTAIN LOACS IMPOSED BY GLAZING SYSTEM 1/4" DIA. TAPCON BY TFW' (Fu=125 KSI, Fy=IOO KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4' DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD. BUCKS CR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 16Y BUCKS INTO CONC. OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4' MIN. EMEED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8- THK. MIN. (Fy = 35 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) IN-0 MIAMI-OADE COUNTY APPROVED MJLLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" TH4. MIN. (6063-T5 MIN.) (NO SHIM SPACE) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) (NO SHIM SPACE) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL. EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4- MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD OR JAMBS f'c = 3000 PSI MIN. • • • • • • • • • • • • C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. • •• • • • • ••• • .. ... .. . . . .. PRODUCT REVISED as complying with the Florida • • • • • • • • Building Code •• • •• • • c Aj Arj ! • • • NOA-Io. 17-0809.37 • • • • • -• Expiration D 11/21/2022 • • • • • • ALL.,JOIRTS A : FJAMi CONNECTIONS SEALED WITH ••• �• ••• J SEAL6% • By Mlaml-D a Product Control ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m41ftV Z qm O� N OuINu p' OC u O U N r Vaim a¢O�" o Oaoo O n N W OJ 7 LL m J z m ¢ a W In 2 ;Ah pzfg�, / %EN3F '•'<J In7059t N . 2 a TATE OF = (!/�� drawing no. F<oR1w,•`; j W 12 — 40 'ire.•. MWAI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA 1 II - _ _-- WINDOW .WIDTH� TYPICAL ANCHORS SEE ELEV. FOR SPACING �•�r����/ 1/4' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM 0 PART i REQD. DESCRIPTION MATERIAL )SAND./SUPPLIER/REMARKS 1 E51 1 FRAME HEAD 6063-T6 2 E52 1 FRAME SILL 6063-T6 3 E53 1 FRAME JAMB 6063-T6 - 4 E54 1 FIXED MTG. RAIL 6063-T6 - 5 E55 1 VENT TOP RAIL 6063-T6 - 6 E58 1 VENT BOTTOM RAIL 6063-T6 - 7 E57 2 VENT SIDE RAIL 6063-T6 - 8 E58 AS REQD. GLAZING BEAD (5/16- LAN. GLASS) 6063-T6 - 9 E59 2/VENT SASH STOP 6C63-TS - 12 SL203P 2/VENT SWEEP LATCH ZAMAK SULLIVAN & ASSOC. 12A f 6 X 5/8- 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS 13 FY-113 2/ VETT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 13A - 1/ LATCH LATCH SPR'NG ST. STEEL - 14 #5 X I- AS REQD. FRAME k VENT ASSEMBLY SCREWS CRS PH SMS 15 E207 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 16 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 W23181 AS REQC. FIN SEAL W'STRIPPING - ULTRAFA13 20 - 2/ VENT BLOCK AND TACKLE BALANCE - - 21 E60 2/ VENT SASH CAN NYLON - -_ 22 - 1 5/16- BOX SCREEN - OPTIONAL 23 - 2/ LITE SETTING BLOCK EPDM DUROMETER 85*5 SHORE A 1/4- MAX. SHIMS FWOOD BUCKS TIMCAL ANC} SEE ELEV. FOR SPACING ;4 E%TERIOR • • •• • • • 3 • •• • • • • •• • D.L. OPG. • • • • • • • • • WINDOW WIDTH •• ••• • ••• • • • • • • •• • • •• • • • • •• • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' MAX. [CAL ANCHORS ELFV. SPACING OETAL STRUCTURE PRODUCT REVISED as C comgodIyIwlih the Florida Bulldini NOA-No. 17.0809.37 Expiration Data 11/21/2022 � a I N_ Z q 3 0 b � Z W ¢ Q f t o a a g a0 02 0W e IL 0t"nm 00im a 0 K m o 0 a p o . IZ0r Q W 7 LL m ILZm_o I of Q W O1 F 1- O O J 3 m vi W s N < V) N {W/1 _Z ¢ o U O NJ v V In L3 wW 007 y .'�VGNSg '•V 'r _o n � 70M = I .•. ATE OF �j� drawing no. omo�s�w�: W12-40 I�-2.1R3 �T 062 1.344 531 .625 �I Li FRAME HEAD ,875 -W�.062 .625 719 .062 1. i Obi O FIX. MEERNG RAIL b 1.050 .05E 1,125 1.750 625 4 062 .875 n VENT TOP RAIL 2. FRAME JAMB .324 0{ 625I.0 50 iYP. �I .769 GLAZING BEAD 1.203 625 � .384 VENT SICE RAJ_ .975—{ .062 '�016 L L .06 2 .050 IYP.- .675 1-1,695 7 1 I .625 .062 .056 1.86 • 1.125 .875 O VENT BOTTOM RA.L O FRAME SILL S6 SASH STOP 41.247- 1.2541.445 SPRING LOADED LATCH *00 • • • • •• • • •• • • VENT TOP CORNER 14 i i VENT BOTTOM CORNER PRODUCT REVISED a. omplyin with the Florida BUildin9 Code NOA-No. 17-0809.37 Expiration Datm-11/21/2022 )�'' �1}O'=NSF "• ;V �"1 A tY : Fi : i7 O. ATE OF 7_qu Z n O� n$ W � Qi �" d' 00� o N V v O W m m 0 F E, of op O N H C a O w=LL6 JOM¢ �4uu Q WOE F o � drowing9 no. W12-40 • •• •• • • • •• •• ••• • • • ••• • •