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WS-09-22-2428Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-09-22-2428 Permit Type: Windows/Shutters Work classification: Window/Door Replacement Permit Status: Approved Issue Date: 10/20/20221 Expiration: 04/20/2023 Location Address Parcel Number 142 NW 99TH ST, Miami Shores, FL 33150 1131010240040 Contacts -- ZOE CANOBBIO Owner Neptune Impact Windows Contractor 142 NW 99 ST, miami shores, FL 33150 Jason Hammock 10408 W State RD 84 #104, Davie, FL 33324 melissa@neptuneimpactwindows.c om HAMMOCK GENERAL CONSTRUCTION, Contractor INC. DBA NEPTUNE IMPACT WINDOWS JASON HAMMOCK 17850 SW 70 PL, FORT LAUDERDALE, FL 33331 Business: 3052985150 Other: 3052985150 I Description: REPLACE 1 DOOR +10 WINDOWS TO IMPACT Valuation: Fees Amount Application Fee -Other $50.00 CCF $7.80 DBPR Fee $3.60 DCA Fee $2.40 Education Surcharge $3.90 Scanning Fee (Manual) $15.00 Technology Fee $24.00 Windows/Shutters Fee 5190.00 Total: $296.70 Inspection Requests: $ 12,763.14 305-762-4949 Total Sq Feet: 0.00 Payments Date Paid Amt Paid Total Fees $296.70 Credit Card 10/20/2022 $246.70 Check # 3570 09/26/2022 $50.00 Amount Due: $0.00 Building Department Copy 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 POOLwork. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regula g co stru no zoning. Futher e, I authorize he above named contractor to do the work stated. �� u. aln/7-z / Agent October 20, 2022 Page 2 of 2 Miami Shores Village g.EcEivED Building Departmentp �z z 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 Master Permit No. PERMIT APPLICATION sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 142 NW 99 STREET City Miami Shores County: Miami Dade Zip: I AD Folio/Parcel#:113010240040 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): ZOE CANOBBIO Phone#: 786-489-8445 Address:142 NW 99 STREET City: MIAMI SHORES State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: OCEANZO E@HOTMAI L. COM CONTRACTOR: Company Name: Neptune Impact Windows Phone#: 954-802-9003 Address: 10408 W State Rd 84 #104 City: Davie state: FL Zip: 33324 Qualifier Name: Jason Hammock Phone#: 305-298-5150 State Certification or Registration #: CGC1522077 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1 Z `' 10 r Square/Linear Footage of Work: Type of Work: ❑ Addition f M Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: r lap VG � •� �D t � I � L, �'J ow) J-" lylpA (k Specify color of color thru tile: �t Submittal Fee $Ci ck Permit Fee $n p t ` �� CCF $ ��t�a v CO/CC $ '7& Scanning Fee $ , • . aj Radon Fee $ /, • 't0 DBPPR $ ✓,0 Notary $ Technology Fee $ /` • %0 Training/Education Fee $ / Double Fee $ V Structural Reviews $ olf=r— _ Bond $ TOTAL FEE NOW DUE $ —1 �p 'q' (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 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. OWNER or AGENT The foregoig instrument was acknowledged before me this 2z- dayof 54f1t1,4A 20 2-+ •by Stier C 4 LA abb, 0 , who ersonall known me or who has produced Signature CONTRACTOR The foregoing instrument was acknowledged before me this ZZ day of S.C4 / 20 2?Z , by �Lv�oyr {d c l� �t/l c who is pe no as me or who has produced identification and who did take an oath. identification and who did take an oath. as NOTARY P JBLIC: NOTARY PUBLIC: Sign: ! " �- Sign: Print: r, r -M`S Ale,v 6x Print: r„i 4T4 1v �1 i�s Seal: 0110,11 Curtis Newbanks Seal: *,otM Curtis Newbanks gQ Notary Public o� Notary Public ' =State of Florida � o State of Florida O sr 0= Comm#HH 8468 sr �� Comm#HH118468 ******ata*aaaa'r(RGi9�***n[ijMeY aa*a*a***********a**aa*aaasaaasaaaa>Ff i****6Mgp@pg*******a*aaaaaa APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov 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: / l — L— *Y22 (JaSoln �G v✓�v+, d c �G lifier/Owner Signature Date Print Name For Forms and Applications click here: http://bldg.miamishoresviIIage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01282021 Windows Doors Shutter Checklist Page 2 of 2 DocuSlgn Envelope ID: 71A36A48-2810-4557-ADC2-F5740B56CCEB NEPTUNE IMPACT WINDOWS 239322 Zoe Canobbio . !II j:i_H ._., QUOTE ITEMS 1 1 - ENTRY FEBRUARY 23, 2022 ES-EL300 - SWING SINGLE $1,530.47 1 $1.530.47 DOOR LEAF SIZE 37" X 80" FBC CERTIFICATION AREA 20.56 FTZ INTERNAL PSF EXTERNAL PSF FINISH AAMA 2604 BRONZE 80.00 80.00 GLASS 3/16" CLEAR HS + 0.09 PVB CODE FL22551 TRANSLUCENT WHITE + 3/16" CLEAR HS NOA CERTIFICATION MUNTINS YES INTERNAL PSF EXTERNAL PSF OPENING HINGE RIGHT (XR) 80.00 80.00 ASTRAGAL YES CODE 19-0918.03 LOCATION CENTER MUNTIN DETAILS LOCK TYPE RANDOM PANEL A SILL TYPE STANDARD PATTERN GRID FRAME TYPE ES-EL300 LITES ACROSS 1 HINGE TYPE HINGE LITES DOWN 6 SILL COLOR CLEAR ANOD INTERNAL STYLE ES-EL300 BOTTOM STANDARD EXTERNAL STYLE ES-EL300 TYPE CUSTOM NO PANELS LOCK NO HANDLE WITH 2 PREP HOLES MECHANISM AND FLUSH BOLTS (DOUBLE BORE) PROTECTIVE NO FILM GLASS STANDARD COVER TYPE DECORATIVE NO MUNTIN PRE- YES GLAZED? DocuSign Envelope ID: 71A36A48-2810-4557-ADC2-F5740B56CCEB 2 2 ES-5000 - MULTIPOINT$880.74 1 $880.74 CASEMENT SIZE 37 1 2" X 52" NOA CERTIFICATION AREA 13.54 FT2 INTERNAL PSF EXTERNAL PSF FINISH AAMA 2604 BRONZE 85.00 85.00 GLASS 1/8" CLEAR HS + 0.09 PVB CLEAR CODE 20-0915.02 + 1/8" CLEAR HS SCREEN YES NFRC CERTIFICATION MUNTINS NO U FACTOR SHGC VT OPENING RIGHT OPENING (XR) 1.07 0.54 0.58 FRAME TYPE FLANGE PROTECTIVE NO FILM LOCKING MULTIPOINT LOCK MECHANISM PRE- 301 2" GLAZED? YES 3 3-LAUNDRY ES-EL200 - XO $565.41 1 $565.41 HORIZONTAL ROLLER 18 3/4" SIZE 39" X 38" FBC CERTIFICATION 15 3/4! AREA 10.29 FT2 INTERNAL PSF EXTERNAL PSF FINISH AAMA 2604 BRONZE 65.00 65.00 GLASS 1/8" CLEAR HS + 0.09 PVB CLEAR CODE FL 21557 + 1/8" CLEAR HS I ' SCREEN YES NOA CERTIFICATION t MUNTINS NO INTERNAL PSF EXTERNAL PSF SILL TYPE FRAME TYPE STANDARD FLANGE 65.00 CODE 65.00 21-0608.03 r PANEL TYPE EQUAL NFRC CERTIFICATION M MEETING STANDARD UFACTOR SHGC VT i ! RAIL 1.08 0.60 0.65 PROTECTIVE FILM NO LOCKING MECHANISM SWEEP LOCK ELITE STANDARD (3032A) YES 19 3/4" GLAZED? 4 4 - KITCHEN ES-EL200 - XO $587.74 1 $587.74 HORIZONTAL ROLLER 18 3/4" SIZE 39" X 40" FBC CERTIFICATION 15 3/4" AREA 10.83 FT2 INTERNAL PSF EXTERNAL PSF _ A .; FINISH AAMA 2604 BRONZE 65.00 65.00 -� + 1 GLASS 1/8" CLEAR HS + 0.09 PVB CLEAR CODE FL 21557 y s + 1/8" CLEAR HS i SCREEN YES NOA CERTIFICATION MUNTINS NO INTERNAL PSF EXTERNAL PSF SILL TYPE STANDARD 65.00 65.00 FRAME TYPE FLANGE CODE 21 0608.03 PANEL TYPE EQUAL NFRC CERTIFICATION MEETING STANDARD U FACTOR SHGC VT RAIL 1.08 0.60 0.65 PROTECTIVE NO FILM __ LOCKING SWEEP LOCK ELITE STANDARD ' C MECHANISM (3032A) 15 !' PRE- 19 3/4" GLAZED? YES 39' oS DocuSign Envelope ID: 71A36A48-28104557-ADC2-F5740B56CCEB 5 7 - BATH ES-EL100 - SINGLE OX HUNG $317.60 1 $317.60 �_- =-- SIZE 19 1/2" X 38 1/2" FBC CERTIFICATION AREA 5.21 FT2 INTERNAL PSF EXTERNAL PSF i CA 00 FINISH AAMA 2604 BRONZE 80.00 60.00 GLASS 1/8" CLEAR HS + 0.09 PVB CODE FL22250.1 t Il TRANSLUCENT WHITE + 1/8" (V CLEAR HS NOA CERTIFICATION SCREEN YES INTERNAL PSF EXTERNAL PSF M MUNTINS NO a I' 80.00 60.00 C N I SILL TYPE STANDARD CODE 21-0526.02 U7 ' FRAME TYPE FLANGE i . CA � (t PANEL TYPE EQUAL B; r i LIMIT ��..r....... �a DEVICE NO RAIL ' _' 13 7/8„ tt MEETING STANDARD 16 9 16" PROTECTIVE 19 1 /2" FILM NO LOCKING SWEEP LOCK ELITE STANDARD MECHANISM (3032A) PRE YES GLAZED? 6 8 ES-EL200 - OX $950.24 1 $950.24 HORIZONTAL ROLLER 28 1 4" SIZE 56" X 52" FBC CERTIFICATION 24 1 4" AREA 20.22 FT2 INTERNAL PSF EXTERNAL PSF FINISH AAMA 2604 BRONZE 65.00 65.00 GLASS 1/8" CLEAR HS + 0.09 PVB CLEAR CODE FL 21557 + 1/8" CLEAR HS SCREEN YES NOA CERTIFICATION t MUNTINS NO INTERNAL PSF EXTERNAL PSF iu ' SILL TYPE STANDARD 65.00 65.00 Nr?i- ' FRAME TYPE FLANGE CODE 21-0608.03 r-v U) ! A PANEL TYPE EQUAL NFRC CERTIFICATION MEETING RAIL STANDARD U FACTOR SHGC VT 1.08 0.60 0.65 i PROTECTIVE NO i FILM LOCKING SWEEP LOCK ELITE STANDARD MECHANISM (3032A) » PRE- 241 4" YES GLAZED? 7 9 ES-EL150 - FIXED O $569.25 1 $569.25 WINDOW SIZE 38" X 52" AREA 13.72 FT2 FINISH AAMA 2604 BRONZE GLASS 3/16" CLEAR HS + 0.09 PVB CLEAR + 3/16" CLEAR HS MUNTIN NO FRAME TYPE FLANGE PROTECTIVE EXTERIOR FILM PRE- YES GLAZED? FBC CERTIFICATION INTERNAL PSF EXTERNAL PSF 81.10 81.10 CODE FL 21461 NOA CERTIFICATION INTERNAL PSF EXTERNAL PSF 80.00 80.00 CODE 22-0105.01 NFRC CERTIFICATION UFACTOR SHGC VT 1.01 0.67 0.77 DocuSign Envelope ID: 71A36A48-2810-4557-ADC2-FS740B56CCEB 8 10 ES-EL150 - FIXED 0 WINDOW 9 11 $569.25 1 $569.25 SIZE 38" X 52" AREA 13.72 FT2 FINISH AAMA 2604 BRONZE GLASS 3/16" CLEAR HS + 0.09 PVB CLEAR + 3/16" CLEAR HS MUNTIN NO FRAME TYPE FLANGE PROTECTIVE EXTERIOR FILM PRE- YES GLAZED? FBC CERTIFICATION INTERNAL PSF EXTERNAL PSF 81.10 81.10 CODE FL 21461 NOA CERTIFICATION INTERNAL PSF EXTERNAL PSF 80.00 80.00 CODE 22-0105.01 NFRC CERTIFICATION UFACTOR SHGC VT 1.01 0.67 0.77 ES-5000 - MULTIPOINT$940.87 1 $940.87 CASEMENT SIZE 38" X 52" NOA CERTIFICATION ' AREA 13.72 FT2 INTERNAL PSF EXTERNAL PSF FINISH AAMA 2604 BRONZE 85.00 85.00 GLASS 1/8" CLEAR HS + 0.09 PVB CLEAR CODE 20-0915.02 + 1/8 CLEAR HS SCREEN YES NFRC CERTIFICATION MUNTINS NO U FACTOR SHGC VT OPENING LEFT OPENING (XL) 1.07 0.54 0.58 FRAME TYPE FLANGE PROTECTIVE NO 1 FILM LOCKING 1 MULTIPOINT LOCK MECHANISM PRE- YES -1 GLAZED? 10 12 -BATH ES-5000 - MULTIPOINT$548.05 1 $548.05 CASEMENT SIZE 19 1/2" X 39 1/2" AREA 5.35 FT' I FINISH AAMA 2604 BRONZE GLASS 1/4" CLEAR HS + 0.09 PVB TRANSLUCENT WHITE + 1/8" CLEAR HS - N r CV SCREEN YES MUNTINS NO CD '-' (v OPENING LEFT OPENING (XL) M M FRAME TYPE FLANGE PROTECTIVE NO FILM 3 LOCKING MULTIPOINT LOCK MECHANISM PRE- YES GLAZED? 12 1 /2" 17 11116' 19 1/2" NOA CERTIFICATION INTERNAL PSF EXTERNAL PSF 114.00 90.00 CODE 20-0915.02 DocuSign Envelope ID: 71A36A48-2810-4557-ADC2-F574OB56CCEB 11 13 ES-5000 - XX - $1,753.51 1 CASEMENT MULTIPOINT 35 131 18" SIZE 30 5 8" 74" X 52" AREA 26.72 FTz FINISH AAMA 2604 BRONZE F GLASS 1/8" CLEAR HS + 0.09 PVB CLEAR + 1/8" CLEAR HS SCREEN YES ID NO A �MUNTINS FRAME TYPE FLANGE PROTECTIVE NO FILM f' LOCKINGIL MULTIPOINT LOCK MECHANISM PRE- YES 30 5/S" I GLAZED? $1,753.51 NOA CERTIFICATION INTERNAL P5F EXTERNAL PSF 85.00 85.00 CODE 20-0915.02 NFRC CERTIFICATION U FACTOR SHGC VT 1.07 0.54 0.58 AGREEMENT BETWEEN ZOE CANOBBIO (CUSTOMER) & NEPTUNE IMPACT WINDOWS (CONTRACTOR) FOR THE PROPERTY ADDRESS: 142 NW 99 ST. MIAMI SHORES (JOB) os ****DEMOLITION WORK TO ALTER OPENINGS #5 & #6 TO BE DONE BY OTHER**** ***ADDITIONAL COST OF PERMIT W/ CITY OF MIAMI SHORES BUILDING DEPARTMENT TO BE REIMBURSED BY HOMEOWNER**** ($250 DUE NOW INCLUDES PERMIT PREP & ENGINEERING CALCULATIONS) os ****KWIKSET - ENTRY HARDWARE INCLUDED**** (KWIKSET - VANCOUVER MATTE BLACK) TERMS: SCOPE OF WORK RETROFIT: REMOVE & DISPOSE OF EXISTING WINDOWS. INSTALL NEW WINDOWS & DOORS IN ACCORDANCE WITH THE FBC & NOA. SEAL WINDOWS INTERIOR & EXTERIOR. REPAIR DRYWALL & STUCCO DIRECTLY CAUSED BY DAMAGE DUE TO RETROFIT INSTALL. REINSTALL NEW MILLWORK AROUND DOORS. CONTRACTOR WILL TAKE EVERY PRECAUTION TO NOT DAMAGE ANY 0FLOORING HOWEVER INEVITABLE FLOORING DAMAGE MAY OCCUR DURING REMOVAL OF EXISTING WINDOWS & DOORS. SEE EXCLUSIONS. RETROFIT WINDOWS REQUIRE INTERIOR & EXTERIOR CAULKING THAT WILL BE EXPOSED AFTER INSTALLATION. PAINTING THE CAULKING IS RECOMMENDED AFTER INSTALLATION TO PROTECT CAULKING FROM UV RAYS & FOR AESTHETICS. SEE EXCLUSIONS HARDWARE: NEPTUNE IMPACT WINDOWS SELLS & INSTALLS EMTEK & KWIKSET HARDWARE FOR FRENCH DOORS. HARDWARE PURCHASED FROM NEPTUNE WILL BE INSTALLED BY NEPTUNE AT THE TIME OF INSTALLATION OF THE DOORS. NEPTUNE IMPACT WINDOWS SHALL NOT BE OBLIGATED OR os LIABLE FOR ANY LABOR OR OTHER COST RELATED TO MANUFACTURE DEFECTS, REPAIR OR REPLACEMENT OF HARDWARE. CUSTOMER HAS THE OPTION TO PROVIDE THEIR OWN HARDWARE. CUSTOMER PROVIDED HARDWARE WILL NEED TO BE ONSITE THE FIRST DAY OF INSTALL. NEPTUNE WILL MAKE ONE ATTEMPT AT INSTALLING THE OWNER'S HARDWARE. NEPTUNE IMPACT WINDOWS SHALL NOT BE RESPONSIBLE FOR ANY MISSING PARTS OR MALFUNCTIONING UNITS & SHALL NOT BE RESPONSIBLE TO RETURN FOR ANY SERVICE OF CUSTOMER PROVIDED HARDWARE. LEAD TIMES: ALL INSTALLATION DATE LEAD TIMES EITHER VERBAL OR WRITTEN ARE AN APPROXIMATE (�Os, ESTIMATE ONLY. THERE ARE NO GUARANTEED LEAD TIMES DUE TO VARIABLES IN THE U MANUFACTURING PROCESS, UNFORESEEN CONDITIONS INCLUDING WEATHER, SCHEDULING ISSUES, PERMITTING, HOA APPROVAL, ETC. SCHEDULING WILL NORMALLY OCCUR APPROXIMATELY 1-2 WEEKS PRIOR TO INSTALLATION PAYMENT TERMS: os * 50% DEPOSIT DUE FOR THE ANY ORDER TO BE PLACED * 40% DELIVERY OF MATERIAL/DAY ONE PRIOR TO INSTALLATION COMMENCING * 10% FINAL PAYMENT DUE UPON COMPLETION OF FINAL INSPECTION & INSTALLATION. DocuSign Envelope ID: 71A36A48-2810-4557-ADC2-F5740B56CCEB os ** NONE OF THE ABOVE PAYMENTS CAN BE WITHHELD FOR ANY WARRANTY WORK & OR MINOR SERVICE ITEMS INCLUDING BUT NOT LIMITED TO SCREENS, SCREW COVERS, GLASS DEFECTS OR ANY MANUFACTURER DEFECTS REQUIRING_ MANUFACTURE SERVICE.OR REPLACEMENT.** -ALL CREDIT CARD PURCHASES WILL BE CHARGED 3% PROCESSING FEE. EXCLUSIONS: FRENCH DOOR HARDWARE UNLESS OTHERWISE SPECIFIED OR PURCHASED FROM NEPTUNE & LISTED ABOVE. PAINTING OF ANY KIND. POSSIBLE TILE/FLOORING REPAIR. ANY 12REPAIR NFORESEEN CONDITIONS. REMOVAL OF FURNITURE & BLINDS. ALARM WIRING DAMAGE OR REPAIR. OF ANY DAMAGE CAUSED BY OTHERS OR EXISTING DAMAGE. INTERIOR MILLWORK MATCHING. FINISHING MILLWORK/TRIM & NAIL HOLE FILLING. RE -INSTALLATION OF EXTERIOR TRIM, CASING, SIDING, OR MILLWORK UNLESS OTHERWISE LISTED ABOVE. DUST: THE INSTALLATION OF WINDOWS & DOORS 1S A CONSTRUCTION PROJECT & DUST IS CREATED os FROM THE DEMOLITION OF EXISTING WINDOWS & THE INSTALLATION OF NEW WINDOWS. NEPTUNE WILL TAKE PRECAUTIONS TO COVER FURNITURE WITH PLASTIC & PLACE FLOOR COVERINGS UNDER U WORK AREAS. EVEN WITH THE PROPER PRECAUTIONS THIS WILL NOT BE A DUST FREE PROJECT & SOME DUST PAST PROTECTIONS. NEPTUNE WILL LEAVE WORK AREAS BROOM SWEPT. FURTHER CLEANING MAY BE NECESSARY BY OTHERS & IS NOT.INCLUDED IN THIS CONTRACT. EXISTING SHUTTERS: NEPTUNE WILL REMOVE EXISTING SHUTTERS FOR AN ADDITIONAL COST WHICH VARIES BASED UPON THE TYPE & LOCATION OF SHUTTERS. THIS WILL BE ESTIMATED & PROVIDED IN WRITING & LISTED ABOVE. THE STANDARD SCOPE OF WORK WILL BE REMOVAL OF SHUTTERS, DISPOSAL OF SHUTTERS, & FILLING THE FASTENER HOLES WITH EITHER POLYURETHANE CAULKING OR STUCCO. FLOORING/ WALL TILE EXCLUSIONS: ANY FLOORING OR WALL TILE DAMAGE CAUSED DURING REMOVAL OF EXISTING DOORS/WINDOWS DUE TO IMPROPER INSTALLATION OF FLOORING OR TILE & os OR THE SUBSTRATE IS INSTALLED OVER DOOR THRESHOLDS OR WINDOWS FRAMES THAT NEED TO BE REMOVED IS NOT COVERED BY NEPTUNE. HOWEVER, ANY GAPS BETWEEN FLOORING OR TILE LEFT AS RESULT OF NEW PRODUCTS BEING A SMALLER FRAME NEPTUNE WILL PROVIDE A FLAT METAL STRIP THAT MATCHES THE DOOR OR WINDOW TO LEAVE -A FINISHED LOOK. NEPTUNE DOES NOT INSTALL NEW FLOORING OF ANY KIND. Ds DOOR THRESHOLD/SLIDING GLASS DOOR RISER: THRESHOLDS & RISERS ON FRENCH & SLIDING (�yC, GLASS DOORS ARE ELEVATED FROM THE FLOOR TO MEET BUILDING CODE FOR WATER INTRUSION & U DESIGN PRESSURE IMPACT RATINGS. WE RECOMMEND CLEAR ANODIZED TRACKS & THRESHOLDS, WHEN POSSIBLE, TO REDUCE THE APPEARANCE OF FUTURE POTENTIAL SCRATCHING. BLINDS/WINDOW TREATMENTS: BLIND & OR WINDOW TREATMENTS OF ANY KIND WILL NEED TO BE REMOVED BY OTHERS PRIOR TO WINDOW INSTALLATION DATE. IF BLINDS ARE LEFT UP FOR NEPTUNE os TO REMOVE NEPTUNE WILL NOT BE RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE BLINDS/WINDOW TREATMENTS OR DAMAGE TO ANY OF THE BRACKETS & OR FASTENERS USED FOR MOUNTING. NEPTUNE WILL ALSO NOT BE RESPONSIBLE FOR ANY STAINING OF THE BLINDS/WINDOW TREATMENTS WHILE HANDLING. NEPTUNE IS NOT RESPONSIBLE FOR THE RE -INSTALLATION OF ANY BLINDS OR WINDOW TREATMENTS. os ALARM SENSORS/WIRING: NEPTUNE IS NOT RESPONSIBLE FOR REINSTALLING ALARM SENSORS. IF YOU HAVE WIRELESS ALARM SENSORS OR PLAN ON ATTEMPTING TO RE -USE WIRE SENSORS IT IS u REQUIRED TO REMOVE THEM PRIOR TO NEPTUNE REMOVING THE OLD WINDOWS TO PREVENT MISPLACEMENT OR ACCIDENTAL DISPOSAL WITH OLD WINDOWS. LAMINATED GLASS DISTORTION: GLASS HAS PREVALENT CHARACTERISTICS SUCH AS BUBBLES, DISCOLORATIONS, BLURS, & SCRATCHES. THESE ARE EXPECTED, AS THEY ARE INHERENT QUALITIES os THAT MEET OR EXCEED STANDARD SPECIFICATIONS FOR FLAT GLASS ASTM C1036, HEAT TREATED ((, FLAT GLASS ASTM C1048, & LAMINATED ARCHITECTURAL FLAT GLASS ASTM C1172. HEAT u STRENGTHENED OR TEMPERED GLASS MAY HAVE VISUAL DISTORTION OR VARIOUS TYPES SUCH AS BUT NOT LIMITED TO WAVE, GASEOUS INCLUSIONS, SCRATCHES, RUBS & BLEMISHES & ARE NOT CONSIDERED AS DEFECTIVE. LAMINATED GLASS FURNISHED UNDER THIS CONTRACT WILL CONFORM TO ASTM STANDARDS FOR Q3 QUALITY GLASS WARRANTY: NEPTUNE IMPACT WINDOWS WARRANTS LABOR/INSTALLATION FOR A PERIOD OF 2 F°� YEARS. MANUFACTURERS OF MATERIAL WARRANT THE PRODUCTS IN A VARIED DURATION BASED ON �" THE SERIES & TYPE OF GLASS USED. DocuSign Envelope ID: 71A36A48-2810-4557-ADC2-F5740B56CCEB FINAL MEASUREMENTS: FINAL MEASUREMENTS WILL BE CONDUCTED ONCE CUSTOMER HAS SIGNED os CONTRACT, PAID DEPOSITS & HAS HOA APPROVAL (WHENEVER APPLICABLE). FINAL MEASUREMENTS WILL NEED TO BE TAKEN BOTH INTERIOR & EXTERIOR. FINAL MEASUREMENTS WILL BE SCHEDULED DIRECTLY BY A NEPTUNE TECHNICIAN WITHIN7 DAYS COMPLETION OF ABOVE LISTED ITEMS. LEGAL ACTION: THIS AGREEMENT SHALL BE INTERPRETED, CONSTRUED & ENFORCED IN Ds ACCORDANCE WITH FLORIDA LAW. IN ANY ACTION BROUGHT TO INTERPRET OR ENFORCE THIS AGREEMENT OR ESTIMATE, THE PREVAILING PARTY OR PARTIES SHALL RECOVER FROM THE NON - PREVAILING PARTY OR PARTIES ALL ATTORNEYS FEES & COSTS INCURRED IN PREPARING FOR & PROSECUTING SAID ACTION. ANY DISPUTE OR PORTION OF A DISPUTE ARISING OUT OF OR RELATED TO THIS AGREEMENT OR ESTIMATE SHALL BE DETERMINED ONLY IN MIAMI-DADE COUNTY, FLORIDA DEFINITIONS: **ALL WINDOWS & DOORS DEPICTED ARE LOOKING FROM EXTERIOR TO INTERIOR** Ds X= ACTIVE OPERABLE PORTION OF DOOR OR WINDOW. 0= FIXED NON -OPERABLE PORTION FOR DOOR OR WINDOW WHITE INTERLAYER: PRIVACY GLASS THAT YOU CANNOT SEE THROUGH. IT ALLOWS LIGHT TO PASS, BUT YOU CANNOT SEE THROUGH THE GLASS. TRANSLUCENT WHITE: PRIVACY GLASS THAT YOU CANNOT SEE THROUGH. IT ALLOWS LIGHT TO PASS, BUT YOU CANNOT SEE THROUGH THE GLASS. ATTENTION CUSTOMERS: PLEASE BE SURE YOU HAVE READ & UNDERSTAND THIS CONTRACT BEFORE Ds SIGNING. YOU ARE RESPONSIBLE FOR UNDERSTANDING THE WAY ALL WINDOWS & DOORS OPERATE & OPEN. AS WELL AS THE GLASS TYPES & TINT. IF YOU HAVE ANY QUESTIONS OR NEED CLARIFICATION, LEASE CONTACT YOUR NEPTUNE SALES REP BEFORE SIGNING. ALL SALES ARE FINAL & NO CHANGES CAN BE MADE ONCE ORDER IS PLACED. ACCEPTANCE OF PROPOSAL: THE ABOVE/BELOW PRICES & SPECIFICATIONS ARE SATISFACTORY & HEREBY ACCEPTED. YOU ARE AUTHORIZED TO PROCEED WITH MATERIAL ORDER & DO WORK AS SPECIFIED. I UNDERSTAND ALL SALES ARE FINAL ONCE THE ORDER HAS BEEN PLACED. PAYMENT WILL BE MADE A W0015 AABOVE. X � DATE: 8/11/2022 OWNER (OR`i 'fFfdffi2tf5 AGENT) PRODUCT TOTAL $9,213.14 TAX RATE 0.00% TAX AMOUNT $0.00 ..4'.is ...P.i R'. :'F) INSTALLATION PRICE $3,300.00 PERMIT PRICE $250.00 MISCELLANEOUS $0.00 DS TOTAL $12,763.14 NEPTUNE IMPACT WINDOWS 10408 W ST RD 84 UNIT DAVIE, FL 33324 95 NAME: —zjDV (Aq-'r®'! 6'j5 �q 4-802-9003 CONTACT: —7d �c ADDRESS: 1(47 Log G a ` ��nn NI /!i � rlJt �a ZIP: 11 2 I Miami Shores Village B din D `- Zoning Dept. g apart en Building Dept. Dale Subject [o compliance Date and County rules an ail Federa , S ate Permltx d regulations. ENTERED ;40o Nif b � . a .4 Window and Door Design Form ,.-re5sure Required .. ©c=�m�Mmm■� • w • �®�.mom " ®® • �Mm. r m I I RAM ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2020 Robert S. Monsour, P.E. FI # 1195510006024 ASCE 7-16 WIND CODE DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 (Maximum) 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 25 44.6 42.6 41.5 40.6 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 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG 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 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -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 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 Maximum _-J 40 -1.29 -1.23 -1.19 -1.15 -1.13 15 54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 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 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 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 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. MIAMI•DADE MIAMI-DADE COUNTY - PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildine E.S. Windows, LLC 3550 NW 49" Street Miami, FL 33142 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 "EL-100" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-57, titled "ES-EL100 Alum Single Hung Wdw. (L.M.I)", sheets 1, 1.1, 1.2 and 2 through 10 of 10, dated 07/13/16, with revision C dated 06/22/20, prepared by AI- Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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, Barranquilla, Colombia, 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. 17-1114.07 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMIDADE COUNTY NOA No. 21-0526.02 Exp ... iration Date: May 04, 2027 Approval Date: October 14, 2021 I016121 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 16-0510.22) 2. Drawing No. W16-57, titled "ES-EL100 Alum Single Hung Wdw. (L.M.I)", sheets 1 through 10 of 10, dated 07/ 13/ 16, with revision B dated 09/26/ 17, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-1114.07) 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 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-018, dated 03/31/17, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0510.22) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202--94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Test per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Architectural Testing, Inc., Test Reports No. F9504.01450-18, dated 04/06/17 and revised on 04/25/17, signed and sealed by Justin P. McDonald, P.E. (Submitted under NOA No. 16-0510.22) Manuel Perez, P. . Product Control Exa Iffer NOA No. 21- 26.0 Expiration Date: May 04. 7 Approval Date: October 14, 2021 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 04/12/17 and revised on 04/21/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0510.22) 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. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/ 19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 12/28/17, expiring on 07/04/23. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/ 17, expiring on 12/ 11 / 18. 4. 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 6th Edition (2017), dated 09/25/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-1114.07) G. OTHERS 1. Notice of Acceptance No. 16-0510.22, issued to ES Windows, LLC, for their Series "EL-100" Aluminum Single Hung Window - L.M.I., approved on 05/04/17 and expiring on 05/04/22. Manuel P rez, P.E. Product Control Ex . r NOA No. 21- 26.0 Expiration Date: May 04, 7 Approval Date: October 14, 2021 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W16-57, titled "ES-EL100 Alum Single Hung Wdw. (L.M.I)", sheets 1, 1.19 1.2 and 2 through 10 of 10, dated 07/13/16, with revision C dated 06/22/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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 along with marked -up drawings and installation diagram of a Series ES -EL 100 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-12413, dated 12/16/20, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) dated 04/12/17, revised on 04/21/17 and updated on 04/26/21 to comply with FBC 71h Edition (2020), prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel PLfrez, P.E. Product Control Exapdnr /f NOA No. 2114, 26.0 Expiration Date: May 7 Approval Date: October 14, 2021 E-3 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 11/19/20, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTm) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company (MA) for their "Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 08/06/20, expiring on 12/ 11 /23. 4. Notice of Acceptance No. 21-0216.01 issued to Eastman Chemical Company (MA) for their "Saflex PVB Interlayers - Clear and Colored for Glass" dated 04/29/21, expiring on 05/21 /26. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 71h Edition (2020), and of no financial interest, dated April 27, 2021, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. Notice of Acceptance No. 17-1114.07, issued to ES Windows, LLC, for their Series "EL-100" Aluminum Single Hung Window - L.M.I., approved on 01/18/18 and expiring on 05/04/22. Manuel P rez, P. . Product Control Exa r NOA No. 21- 26.0 Expiration Date: May 0 , 7 Approval Date: October 14, 2021 E-4 1/8- HEAT STREN'D. GLASS 1/8- HEAT STREN'D. CLASS 090' Interloyer 090" Intarloyer Troaifol PVB Trosifol PVB By 'Kuraroy America, Inc.' By 'Kuraroy America, Inc.' OR OR 090' Interloyer 090" Interloyer SentfyGlas SentryGlos By 'Kuraroy Americo, Inc.' By 'Kuroray Americo. Inc.' OR OR 090' Interlayer 090' tnterlayer Saflex Gear And COW Glass Saflex Clear And Cotor Glass By 'Eastman Chemical Co: By 'Eastman Chemical CO.' OR OR 075" Interloyer 075' tntertayer Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' ' . GLASS 1/4- HEAT STREN'D. GLASS W SILICONE SILICONE �- DOWSIL 795 z m DOWSIL 983 z m DOWSIL 795 DOWSIL 9113 2 DOWSIL 2400 in DGWSIL 2400 iv ul (HOT MELT) it Ml 1 (NOT MELT) i Ix a4 E9 e S 1 W AT 1/4 POINTS ON LITES M3 W AT 1/4 POINTS ON LITES M3 WIDER THAN 36' ONLY WIDER THIN 36' ONLY GLASS TYPE ' 1' GLASS TYPE '2' 5/16' LAM. CUSS 7/16" OVERALL LAM. GLASS TEMP. GLASS 17 1/8- TEMP. GLASS 1/8- HEAT STREN'D. GLASS 090' Interloyer Trosifol PVB By 'Kureray America. Inc.' OR .090' tntertoyer SentryGlas By 'Kuroray America. Inc.' OR 090' tnterloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR 075' tntertayer Soflax CP With PET Core By 'Eastman Chemical Co.' r-1/8' HEAT STREN'D. GLASS 5/16- AIR SPACE r1/8' HEAT STREN'D. GLASS 090' Interlayer Trosifol PVB By 'Kuraray America, Inc! OR 090' Interloyer SentryGbs By •Kuraroy America, Inc: OR 090' Interloyer Saflox Clear And Color Glass By 'Eastman Chemical Co.' OR 075' Interlayer 1 Saflex CP With PET Core By 'Eastman Chemical Co.' 17-1/4- HEAT STREN'D. CLASS SILICONE 9 W SILICONE w ca OOWSIL 795 m DOWSIL 795 z N DOM 983 DOWSIL 2400 z vNi DOWSIL 983 DOWSIL 2400 M1 (HOT MELT) \ U Mt II (HOT MELT) i it 0 1 o t Y4 AT 1/4 POINTS w M4 AT 1/4 POINTS I.i ALL SIZES ALL SIZES GLASS TYPE *If* GLASS TYPE '21' 7/5' OVERALL tNSUL LAM. GLASS 7/8- OVERALL INSUL LAM. GLASS GLAZING OPTIONS U� i a F I Q0. h O GHn CYOM O EGa I 4'Izo y�eci 'y o a ES-EL100 QI��i I: ALUMINUM SINGLE HUNG WINDOW SEE SHEETS 2 AND 3 FOR DESIGN LOAD CAPACITY. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE G COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER m WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 5� WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE J -1 W REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE z Of N - in INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). : 3 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE M b M t DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS z TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS g 3 W 3 Z o AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE _ 1 0 in MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. W W M A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 8 _ FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY c OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. S CONDMO14S NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL `u u DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. c a = SHUTTERS ARE NOT REQUIRED. 2 0.4 Ti PRODUCT APPROVEDas complying with the Florida �i o •_ IB" k 3/6" AIR SPACE_ CONSISTING OF: Building Code �� n g NOA-No. 21-0526.02 SPACER* A1p Late:/0412027 : • 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' Byt a AROUND THE PERIMETER OF THE GLASS. M18m ado Prodc tral PERIMETER SEALANT '••., TE drawing no. SILICONE V 2021 �•�''••.'•:�°o�.�•� W16-57 DOWSIL 791 PAY 2 O ��iss��Ar♦. �G` �`�� GE 2000 �Afu��rlt�1� sheet 1 of10 1/0" HEAT STREN'O. GLASS O90' Interloyer SentryGlas By 'Kuraray America, Inc.' HEAT STREN'D. GLASS Co z k1/4' ILICONE z OWSIL 795in N g MIA N a: 7 11 a 0 0 12 E10CCM AT 1/4 POINTS ON LITES M3 WIDER THAN 36' ONLY GLASS TYPE '2A' 7/16" OVERALL LAM. GLASS 1/8' HEAT STREN'D. GLASS 090' Interlayer SentryGlos By 'Kuraroy America. Inc.' 1/4' HEAT STREN'D. GLASS StLICONE DOWSIL 795 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY 1/8' TEMP. GLASS 5/16" AIR SPACE 1/8' HEAT STREN'0. GLASS .090" tnterloyer SentryGlas SILICONE By 'Kuraroy America, Inc: DOWSIL 791 (1/8' X 1/4') 1/4' MS. GLASS SILICONE coDOWSIL 795 z 29 r� Cx AT 1/4 POINTS W M4 ALL SIZES GLASS TYPE '2Ai' 7/8' OVERALL WSUL LAM. GLASS GLAZING OPTIONS 9 3/16' HEAT STREWO. GLASS 090' Interlayer ntryGlas ;B�y 'Kuraroy America, Inc: 3/16' HEAT STREN'D. GLASS SILICONE z DOWSIL 795 / o AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE '3' 7/16" OVERALL LAM. GLASS 16' NEAT STREN'D. GLASS 090' Interloyer Z — SentryGlos h By 'Kuraroy Americo, Inc.' Q 3/16" HEAT STREN'D. GLASS gg O v a JN�. DOWSIL 795+ Qaoa 0 4 t; O Q��a 8AT 1/4 POINTS ON UTES Li z O WIDER THAN 36' ONLY Q u7T Obi 2 PRODUCT APPROVED as corn"rip with the Florida Building CAma 5/16" AIR SPACE CONSISTING OF: INOA-No. 21-0526.02 SPACER: Approval Date: P§10412027 HELIMA' LOW PROFILE ALUMINUM SPACER By: BY 'UNGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. lillan% ado Produ trol PERIMETER SEALANT: SILICONE DOWSIL 791 MAY 2 0 2021 GE 2000 i NO. S �Q••• ST drawing no. Q � O la 0'&" 0floo O 19 1/4- TEMP. GLASS � a 5/16- AIR SPACE v 1/8- HEAT STREN'D. GLASS a = O90' Interiayar 1/8- ANN. GLASS J J w Troslfol PV0 By 'Kuroroy Americo, Inc! 3/8- AIR SPACE f5 N fA OR 1/8" ANN. GLASS 1/8* to `f 1B G 090" Interfayer SentryGlas 090" Interloyer j Os ina Q `r e) l By 'Kuroroy Americo, Inc: Trosifol PVB 'Kuroroy Z 3 j g OR By Americo. Inc: 3 Z t.. n 090' Interloyer OR La Saflex Clear And Color Glass 090" Interloyer I N By 'Eastman Chemical Co.' Saflex Clear And Color Gloss 'Eastman r0 W N _ LJ OR By Chemical Co.' W) 075" Interloyer CONE SILICONE Saflex CP Wlth PET Core By 'Eastman Chemical CO.' 1/8- ANN. GLASS WSI 791 (1/8- x 1/16-) 1/8" HS. GLASS SILICODOWSt NE ' SIUCONE c i m DOW50. 795 i m OOWSIL 795 DOWSIL 983 0 61e .1 (HOT DOIMELT) NOTE: '5i' EXTERIOR PLY OF GLASS TYPE TO BE TEMPERD m TO QUALIFY FOR SMALL MISSILE IMPACT. c o at o t o O1 11 M4 AT 1/4 POINTS � M4 AT 1/4 POINTS CT APPROVED PRODUC11 ```��11� 1 F ALL SIZES ALL SIZES lywith the Florida gg as co g Code �� !�.• .... ►s i��i . •••�`'� m GLASS TYPE '4i' GLASS TYPE 'Si 5/16" & 3/8" AIR SPACE CONSISTING OF: KOA-No. 21-0526.02 ` ' = r 7/8" OVERALL INSUL LAM. GLASS LAM. 7/8" OVERALL INSUL M. GLASS ��► 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' rovaI Date: 10412027 By No. o GLAZING OPTIONS AROUND THE PERIMETER OF THE GLASS. Mlsen ado Prod. troI �-O : $ L.8 5 - PERIMETER SEALANT, s1l.IcoNE r �O �!/ ��`,`c�s''•.•-'-'- �;,: drawing no. W1 G—S% 91 MAY Z 0 2021 ,�yrS,1iiiAll``` sheat 1,2of 10 GEW2000 50 1/8' VENT WIDTH TYPICAL ELEVATION EQUAL LRES ;NnNs APPLIED) ISED 6' MAX. HEAD CORNERS 53 1/8- 21' MAX. i 8 4 c7 ----Ir- Tt--►r--- W II U II tl II t1 N II JE `(DW C 6 � ¢ U 50 1/B" NT WIDTH LTYPIC AL ELEVATIOQUAL LTrES FLANES WITH FLUSH ADAPTER 53 1/8' TYPICAL ELEVATION EQUAL LTTES FLANGE FRAMES WITH FIN ADAPTER SS TYPES: 1', '2', li . '2i', '2A•, '2Ai', W. '4i' GLASS TYPE '51' IMUM DESIGN LOAD RATING = + 60.0 PSF MAXIMUM DESIGN LOAD RATING = + 60.0 PSF ( SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 70.0 PSF STD. E SILL STD. FRAME SILL GLASS TYPES: 1•. '2•, .1i', '2f. .3. ' ' GLASS TYPE '51' MAXIMUM DESIGN LOAD RATING = + 80.0 PSF MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 70.0 PSF HI -RISE FRAME SILL HI -RISE FRAME SILL PRODUCT APPROVED as complying with the Florida FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW Building Cod. NOT TO EXCEED TESTED FRAME AREA OF 28.04 SO. FT. OR 53-1/8- WMTH. HOA-Ho. .21-05.26.02 Approval onto: 0510412027 By: NOTE: GLASS CAPACITIES ON THIS SHEET ARE IYliam ado Produ trol BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 MAY 2 0 2021 VI z 0 U n 0 ca z X U Iw z � H NNv n 0`61M T n g Z3 J m 3z`` o vi t W Wr)� 4Y8 � i Q r 1 it pe r_ 1'rs _ y drawing no. Sn....OR101;, 1�'! �` W1 6-57 ip n 53 1/8' WINDOW ME 47 1/2" O.L.O. (FIX. I 6' MAX. HEAD CORNERS 1' MAX. 11 1� II II ---ir--)--ter--- D II II 6 Il 11 m V N P � E td� S W s` p N v e4 N N In N jja{i 7 O Z O 47 50 1/a. TYPICAL ELEVATION UNEQUAL L(TES (ORIEL TYPE) FIANCE FRAMES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 FALSE MUNTINS MAYRFACBE USED APPLIED) 53 1/8' TYPICAL ELEVATION UNEQUAL LITES (ORIEL TYPE) FLANGE FRAMES WITH FLUSH ADAPTER GLASS TYPES: '1•. '2', 'If. '2i', '2A'. '2Ai', W. '4i' MAXIMUM DESIGN LOAD RATING a + 60.0 PSF (FOR SIZES S140M ABOVE OR SMALLER) - 80.0 PSF STD. FRAME SILL GLASS TYPES: '1'. '2', 'li', '2i'. '2A'. '2Ai', '3'. '41' MAXIMUM DESIGN LOAD RATING - + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF HI -RISE FRAME SILL FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WNDOW NOT TO EXCEED TESTED FRAME AREA OF 28.04 SO. FT. OR 53-1/8" WIDTH. a U ip n 53 1/8' WINDOW WIDTH 14" MAX. HEAD/X. SILL HEAD CORNERS 7 ,I II _JL--- j=--sr--- ,I �/ u I tl y II ,I II ,I II ,I II 8 u 4 I' II � II II II -0 I, ,I • C 14' m 7 MAX. io z SILL SO 1/8. VENT WIDTH TYPICAL ELEVATION UNEQUAL UTES (ORIEL TYPE) FLANGE FRAMES WITH FIN ADAPTER PRODUCT APPROVED as coulpirnp with the Florida Building CAme HOn-Ho. 21-0526.02 Amp roval Date: 104/2027 By:: Mans ado Produt, rol MAY 2 0 2021 �v m o h opA. CC O � Q 00.. O O4rurr Qzzn I:zU)'r°i J ZqZH J v IS � v � U W z Of N U n 3 LI '-t n ?x :i c n Vl Ln W WM�� EAA • � 1 a No.vt o u a • 9 d `�ro/ wi�n+g no. WOOD BUCK w d -, d .• .� f , d tea. ... . �.. 0 t 1 t t a � 0 a E° J x o 0 W = [9) TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. ja I •. . I - Mzs Eta y M20 _I I M13 OPTIONAL TO M11 SPRING LATCH J 4 d• I • d • . �.. ` wt TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL II Mw1I-DADS COUNTY APPROVED II EDGE STRUCTURE j I MULLION & MULLION ANCHORS II DIST. EDGE DIST. 11 SEE SEPARATE NOA I i Z H W I I EDGE DIST. t O I II � CL 0� \y \ 0gin pm O� a M TYPICAL ANCHORS TYPICAL ANCHORS O IL a A FOR SPACINSEE G FOR P SPACING 0 a O t6 -�_ as WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' Q 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM MIN AND TR ntSEEB T4ICM Tn• THE BUILDING STRUCTURE. I (-1— WEEPHOLES: W1 = 1-3/8" X 1/4" WEEPHOLES AT 4' FROM EACH TYPICAL ANCHORS: SEE ELEV. FOR AaNO E D 1/4- DUL ULTRACON+ BY 'DEWALT' (Fu-16 KSI. Fy-1411 KSI) m INTO CKS OR W RES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONIC. OR BLOCKS = U 8 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 3 r 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) i `" v DIRECTLY INTO CONCRETE OR BLOCKS in 3: 1- AMBS Q � W) W 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS)D g Z 3 J 1 f 4' DIA. TEKS - OR SELF DRILLING SCREWS (GRA INTO MIAMI-DARE COUNTY APPROVED MUWONSN Vj 0 OR t'/ Ln W r,•) INTO METAL STRUCT TION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 UK) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE c R INTO CONCRETE AND MASONRY = 2-1/2" MIN. ° s INTO WOOD STRUCTURE = 1" MIN. C INTO METAL STRUCTURE = 3/4" MIN. si WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. o PRODUCT aeFori`��' ^ plyin with Florida tiu[fdhtg_ Code .��'�. V g�' "® •� No"o. 21-0526.02 Ap roval Date: 10412027 No. Bit _ o B Mlam ado Produ trol 0 e F '•/!/: drawing no. szXM %SS'o. !'p.� W16-57 AY 2 0 2021 //// O" ahwn 9 m g:mm� DLLgoC O 'a cc O -4 CD a 0 o N V b v N N J g0 2 O at a.I c a (date: 07-13-16 J fe1"$1ons' ES-EL100 ALUM SINGLE HUNG WDW. (L.M.i.) AL-FAROOQ CORPORATION a C no as escro oon 1 a.x+.+7 REV. PER PER COMMENTS ENGINEERS dt PRODUCT DEVELOPMENT •mot• +fix- - +- E.S. WINDOWS LLC ,o s oa z6 �7 rq CwwCE TktS SHEET 9360 SUNSET DRIVE, SUITE 220 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 MAX. 3530) ` ( er. by TARP C 0622.20 urrERu REvagw MIAMI. FL. 33142 TEL (305) 26"200 FAX (305) 25243978 (1) a v ddL W. TEL. (305) 638-5151 W. (305) 638-5158 PnuD_e6n ��v�a_e7e A z 3 4. � LTI a v 9 (data 07-13-te rcwswns: no do c aescricition ES-EL100 ALUM SINGLE HUNG WDW. (I-M.I.) E.S. W�NDOws, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL. (305) 638-5151 - FAX. (305) 638-5158 ceafaa 1/2' 1' dr. by: TAR10 A REV. PER RER COMMENTS !04.2!1.17 2-7 C 22.20 No CHANGE TN{$ SNEER GENERAL REVISION �,� py; 5mim oEcil � �c 1 �05 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9300 SUNSET DRIVE. SUITE 220 MIAMI. FLORIDA 33173 (C.-A.N. 3538) TEL (205) 264-SIM FAX. (305) 20"978 TYPICAL ANCHORS r SEE ELEV. ILLUSTRATIVE DTLS. ONLY fOR SPACING I EXT. OR INT. FINISHES X NOT BY E.S. WDW. z Z 3 0 N TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 #14 WOOD SCREWS (GRADE 2 CRS) Oo.�.� v INTO 28Y WOOD BUCKS OR WOOD STRUCTURES Fi 1-1/2" MIN. PENETRATION INTO WOOD O 0$�A O E15 O G A ALT. M21 W m IF .L O /10 TEKS/SELF DRILLING SCREWS z oq c AT 6 FROM ENDS OVu AND 12 O.C. MAX. Q 1/4' MAX. n GAP .fir 1/2' MIN. p C� 19 z w ALT. a E15 a U21 Qa�� z WI #10 TEKS/SELF DRILLING SCREWS i G -' AT 6 FROM ENDS to N In AND 12 O.C. MAX. W w M1 Lj 110 TEKS/SELF DRILLING SCREWS TYPICAL ANCHORS AT 6 FROM ENDS SEE CLEV EXTERIOR o AND 12 O.C. MAX. FOR SPACING qq WINDOW WIDTH u ss mSci M21 r r © E15 oop .0 ALT. m {{{Illllflll � e < m u PRODUCT APPROVED as com plying with the Florida �� ;..•••• i,STALLATION DETAILS WITH FIN FRAME ADAPTER Building ColoNo ,�;• �}CENBF'••.• SEE SHEETS 4 & 5 FOR WINDOW DETAILS NOA-No. 29"0526.02 , Ap roval Date: 104/2027 wz i N \ N1lans de Prods trol �'$. p 3 0 5 �Q ' •�/: drawing no. TYPICAL ANCHORS F,1 ,�•''•• 2' W1 6-57 ZSCE a". AY 2 2021 "'�%r / ONAt % cr t A FOR SPACING ��IIIv. nit % sheet r- 2.917 O50 .062 1.562 r TYP. -19 625 .062 .062 2.917 2 857 F- '045 -r . - 625 I►- 2.780 lu W N I � tD ^ a 3 0 h !Q- ft 2 lie O t.187-1 1.187 Li E12 FLUSH FRAME ADAPTER so 2.987 --M EI FRAME HEAD 7�-I F- 2Cy .812 1.420 Q n V A 2 1.187-{ I E4 FRAME JAMB 1 500 .083 0 13 b y y O h 3.141 1.374 2.049 1-1 .500 625 �I .045 L-r ¢Z pyp S �3iDQ .062 .062 2.780 TYP. 1.407 TYP. 2.313 2.814 E15 (LUSH FRAME ADAPTER WITH FIN 519 --�j-.O57 v go 63, 9 E8 FIX. MEETING RAIL 875 L 0789�L] I.633 r � 625 .6 1_V050 .974 4 . 509�j-.135 T- -� .625 f_ 974 I T-I (� �_II� .625 .625 L_ 062 .974 1_ 062 ,974 n a v = 4�---2.917 1.474 202 202 202 .202 J JITi J LJ OSO E2 FRAME SILL (STANDARD) O E10 E10A E11 E11A 5 v 1.313 1.938 3.141 GLAZING BEADS rn M .n 13 M .os2 1.187 ••1 062 TYP. 2.688 N VI tQ Q v W W M E5 VENT TOP RAIL 1.014 8715 3.134 .076 2.347 0 E3 FRAME SILL (HI -RISE) O 2.148 1.313i2040O50 47- TYP.� a S s Es VENT BOTTOM RAIL 4--1.740 E,3 HEAD SCREW COVER ,��,1111 PRODUCT APPROVED `% % L F as complying with the Florida �% f�......... o ng Cod ... vcEN. 1.3oa .308 .040 .625 1.187 .062 1.260Y. V12.2 NOA-No. 21-0526.02 � � Ap roval Date: l0412027 No. 81 - • Mlarn ado Prodnat'C trol � � S k I^� 1.0781.421 8T (jam '. ••'•• BORIC ..•' d� drawing no. w1 s-s7 683 F- E7 M9 9 MAY 20 20[1''111j 1111W %��` sheet 9 ot10 rol wom cn AL-FAROOQ CORPORATION a �o ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET ORNE. SMITE 220 t' MIAMI. FLORIDA 33173 (CAN. 3538) TEL (30a12a4 8s0o FAX caoa) saz asTe COMP-ANL\WI6-57ES dot, o�-t3-ts revisoons: no date ES-EL100 ALUM SINGLE HUNG WDW. (l.M.l. escn son 0. seoN: 1 Y - t• a.zt.n w a�wce ras suer E.S. WINDOWS, LLC �p er. er rA�i10 B 09.26.17 c as.zz NO CHU= Tm SHM GEKERK RcvatoN 3550 N.W. 49 STREET MlAMt, FL. 33142 vc clay Dq: TEL (305) 638-5151 FAX. (305) 638-5158 MI®DMALDE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/building E.S. Windows, LLC 3550 NW 49'h Street Miami, FL 33142 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 theirjurisdiction. 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 "EL-150" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.1)", sheets 1, 2, 2.1, 3, 3.1, 4 and 5 through 9 of 9, dated 11/13/16, with revision D dated 06/12/21, prepared by Al- Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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, Barranquilla, Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 20-1223.01 and consists of this page I and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY — //� NOA No. 21-0708.03 FITT. 3I Expiration Date: May 18, 2022 Approval Date: September 02, 2021 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 16-0617.05) 2. Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1, 2, 2.1, 3, 3.1, 4 and 5 through 9 of 9, dated 11/13/16, with revision C dated 06/22/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. (Submitted under NOA No. 20-1223.01) 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) Safety Performance Test, (class A) per ANSI Z97.1 along with marked -up drawings and installation diagram of a series EL-150 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-12002, dated 04/30/20, signed and sealed by Idalmis Ortega, P.E.. (Submitted under NOA No. 20-1223.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Safety Performance Test, (class A) per ANSI Z97.1 along with marked -up drawings and installation diagram of a series EL-150 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-11035, dated 04/30/20, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 20-1223.01) 3. 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) Safety Performance Test, (class A) per ANSI Z97.1 along with marked -up drawings and installation diagram of a series EL-150 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-11027, dated 04/23/20, signed and sealed by almis Ortega, P.E. (Submitted under NOA No. 20-1223.01) Manuel Perez, P.E. Product Control Exa r NOA No. 21- 08.0 Expiration Date: May 18, 2 Approval Date: September 02, 2021 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 4. 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-004, dated 11/14/16, and revised on 05/10/17, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.05) 5. 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 aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-012, dated 05/10/17, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 11 / 16/ 16, revised on 12/21 / 16, and updated on 11 /09/20 to comply with FBC 711 Edition (2020), prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraT"1 (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company (MA) for their "Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 08/06/20, expiring on 12/ 11 /23. 4. Notice of Acceptance No. 20-0622.02 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 08/06/20, expiring on 04/14/23. Manuel Perez, P.E. Product Control Exa r NOA No. 21- 08.0 Expiration Date: May 18, 2 Approval Date: September 02, 2021 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), with FBC 71h Edition (2020), and of no financial interest, dated November 09, 2020, issued by Al- Farooq Corporation, signed and sealed by Jalal Farooq, P.E. (Submitted under NOA No. 20-1223.01) 2. Proposal No. 18-0784 issued by the Product Control Section, dated June 29, 2018, signed by Manuel Perez, P.E. (Submitted under NOA No. 20-1223.01) 3. Proposal No. 19-1230 issued by the Product Control Section, dated November 18, 2019, signed by Manuel Perez, P.E. (Submitted under NOA No. 20-1223.01) G. OTHERS 1. Notice of Acceptance No. 17-1218.12, issued to ES Windows, LLC, for their Series "EL-150" Aluminum Single Fixed Window — L.M.I., approved on 02/08/18 and expiring on 05/18/22. Manuel Perez, P.E. Product Control Ex r NOA No. 21- 708.0 Expiration Date: May 18, 2 Approval Date: September 02, 2021 E-3 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.1)", sheets 1, 2, 2.1, 3, 3.1, 4 and 5 through 9 of 9, dated 11/13/16, with revision D dated 06/15/21, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 11 / 16/ 16, revised on 12/21 / 16, updated on I 1 /09/20 to comply with FBC 7th Edition (2020) and further revised on 06/29/21 to include additional window sizes, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 11/19/20, expiring on 07/08/24. 2. Notice of Acceptance No. 20-0915.19 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 11/19/20, expiring on 07/04/23. 3. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company (MA) for their "Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 08/06/20, expiring on 12/11/23. 4. Notice of Acceptance No. 20-0622.02 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 08/06/20, expiring on 04/ 14/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 71h Edition (2020) dated June 25, 2021, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. Notice of Acceptance No. 20-1223.01, issued to E.S. Windows, LLC, for their Series "EL-150" Aluminum Fixed Windows — L.M.I., ap oved on 04/22/21 an firing on 05/18/22. `7AA .-m- - - - - Manuel Perez, P.E. Product Control ExpTnlr NOA No.1.1 708.0 Expiration Date: May 18, 2 Approval Date: September 02, 2021 E-4 CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ES—EL150 FIXED ALUMINUM WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 AND 3.1. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FlX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 56 7 12' WU(. iEA1 SILL TYPICAL ELEVATION FLANGE FRAMES 60" WINDOW WIDTH 55 7/8' D.L. OPG. 12' HEAD/SiLL CORNERS r A 6 HEAD Stll `I II g d n h d u h S2 w m aD � d u 4 II I ci RF II ;I II I n 12 6 io u TYPICAL ELEVATION HANG RAMES WITH FLUSH AU THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS do BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE do ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. 48" WINDOW WIDTH 44 7/8' 12' 6' MAX. N z'z' K 8 22 z or 'U 4U ' 1 m TYPICAL ELEVATIO FLANGE FRAMES WITH FIN ADAPTER WINDOWS WITH FIN FRAME ADAPTERS LIMITED TO GLASS TYPES 'A', 'Ai', 'B'. 'DI' & 'Ei ONLY DAYLITE OPENINGS: D.L.O. HEIGHT a WINDOW HEIGHT — 3.125" D.L.O. WIDTH a WINDOW WIDTH — 3.125' t" Q f CL 0 w°` N 0 tzom v o» c c L8 tja Hof0 Q z., a �u M a QIzu=iiR 3 iO z qWta C NNva O ch M w ,L Z 3 z 'L. J pp W v ¢_ W W M WINDOWS WITH GLASS TYPES 'AA'. 'BB' do 'AAi' COMPLY 0li WITH REQUIREMENTS OF ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. c m N n SHUTTERS ARE NOT REQUIRED. ° a ^• " "� Ar��''i' PRODUCT REVISED ...... n o as camp tying with the Florida �� ;: ' ENS�c' Bullding �=oodde NOA-No. 21-0708.03 No 22 — Ex Iratlon Date- 5118 2022 By t� - •'• aFJo o � $ Nliam ado ProduerCohtrol 0 A (/�� drawing no. AIL 6 YON 0 2021 4 ox W 1/8' HEAT STREN'D. GLASS 090' Interloyer Trosifol PVB By 0 'Kurcray Americo. Inc.' 090' Interloyar SentryGlos 0 'Kurarey Americo. Inc.' 090' tnterlayer Saflex Clear And Color Glass 0 'Eastman Chemical Co.' 075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co' 1/4' HEAT STREN'D. GLASS M2 SILICONE DOWSIL 795 I� DOWSIL 983 / I DOWSIL INSTANT GLAZE III AT 1/4 POINTS ON LRES M3 WIDER THAN 36" ONLY GLASS TYPE 'A' 7/16" OVERALL LAN. GLASS 3/tV HEAT STREN•D. GLASS 090' Intarloyer Trosifol PVB 0 'Kuroray America. Inc: 090" tnterloyer SentryGlos OR 'Kurcray America. Inc.' 090" Interloyer Soflax Clear And Color Glass By 'Eastman Chemical Co.' OR 075' tntarlayer Saflex CP With PET Core By 'Eastman Chemical Co.' I� 16" HEAT STREN'D. GLASS DOWSIL it it DOV/SIL IN T GLAZE Ill 5itWIDER OINTS ON llTESW 36" ONLY S 7/16 RALL LAM. GLASS 1/8" TEMP. GLASS 5/16' AIR SPACE 1/8' HEAT STREN'D. GLASS 090" Interloyer Trosifol PVB 'Kurcray America. Inc.' OR 090' Interloyer SentryGlas By 'Kuraray Americo. Inc.' OR .090' Interloyer Saflex Clear And Color Glass OCo! 'Eastman Chemical Co 075' lnterlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 1/4- HS. GLASS SILICONE DONSIL 795 DOWSIL 983 z o) Z DOWSIL INSTANT GLAZE Win it M2 it N / tl 6 E4 AT 1/4 POINTS Le 4 ALL SIZES CLASS TYPE 'Ai' 7/8' OVERALL INSUL. LAM. GLASS 5/32' TEMP. GLASS 5/16' AIR SPACE 5/32' HEAT STREN'D. CLASS 090" Interloyer Trosifol PVB 0 'Kurcray Americo. Inc.' 090" Interloyer SentryGlas By 'Kurcray Americo. Inc.' OR .090" Interloyer Saflex Clear And Color Gloss By 0 'Eastman Chemical Co.' 075" Interloyer Saflex CP With PET Care By 'Eastman Chemical Co: r5/32" HEAT STREN'D. GLASS DOWSIL 795 DOWSIL 983 DOWSIL INSTANT GLAZE ill E4 AT 1/4 POINTS M4 ALL. SIZES GLASS TYPE 'Di' 7/8" OVERALL INSUL. LAM. CLASS U4 I r< Z z i 3 o� Itor°vo N V Q>0 0'O¢a" 8 0��a� SPACE OF: z 0 N 5f IB" AIR CONSISTING SPACER: � 'HELIMA' LOW PROFILE ALUMINUM SPACER _ 3 Q BY 'LINGERMANN GMBH' d+ AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: ^ SILICONE DOWSIL 791 J in GE 2000 in Z 1/4' TEMP. GLASS J Ld 5/16" AIR SPACE p N N � 1/8' HEAT STREN'D. GLASS L< G rr U. 090' Interlayer O Z S; e Trosifol PVB u1 Z n By 'Kuroray Americo. Inc. W OR I N0�� 090' Intartoyar w 41 in By *Kurcray America. Inc: OR .090' Interlayer Saflex Clear And Color Gloss By 'Eastman Chemkol Co.' OR 075" Interloyer 8 Soflex CP With PET Core G SILICONE By 'Eastman Chemical Co.' ° DOWSIL 791 PRODUCT REVISED (1/8' x 1/16") 1/8" HS. GLASS as eornplying with the Florida Building Codo m NOA-No. 21-0708.03 SILICONE Ex Iratlon Date • 5118/2022 z DOWSIL 795 Bye m " N y O p...! H M28 Miatrn ado Prod trot 210 S !IE �c<muc %o No. 61223 E4A M4 AT 1/4 POINTS ALL SIZES $ o u •�j� drawing no. GLASS TYPE 'Ei' �:; • ` ``` 7/8- OVERALL INSUL. LAM. CLASS lVL 4 6 20 a ss••...... �•` W1 6-70 /.. /PZArwt 6G_ �� Cr Ix 1/8" HEAT STREN'D. CLASS 090' Intedayer SentryGtas 8y 'Kuroroy Americo. Inc.' 1/4- HEAT STREN'0. GLASS SILICONE DOWSIL 795 z 2 0 E7A OINTS ON UTES W W 36' ONLY GLASS TYPE 'AA' 7/16- OVERALL LAM. GLASS 1/8" HEAT STREN'D. GLASS 090' Interlayer SentryGlas By 'Kuroray Americo, Inc.' 1/4' HEAT STREN'D. GLASS SILICONE !— DOWSIL 795 AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY 1/8' TEMP. GLASS 5/16" AIR SPACE 1/8' HEAT STREN'D. GLASS .090" Inteelayer SentryGlas SILICONE By 'Kuroray Americo. Inc.' DOWSIL 791 (1/8' X 1/4') 1/4' HS. GLASS w SILICONE m DOWSIL 795 2i � V1 M28 1 E4A I AT 1/4 POINTS M4 ALL SIZES GLASS TYPE 'AAi' 7/8' OVERALL INSUL. LAM. GLASS 3/16- HEAT STREN'D. GLASS 090' Interlayer SentryGlas By Kuroroy Americo, Inc.' m 3/16" HEAT STREN'D. GLASS SILICONE DOWSQ 795 _ � /2 II 11 N E7 E7A I.I M3 AT 1/4 POINTS ON UTES W WIDER THAN 36' ONLY GLASS TYPE 'BB' 7/16' OVERALL LAM. GLASS 5/16" AIR SPACE CONSISTING OF: SPACER; 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOWSIL 791 GE 2000 .GLAZING OPTIONS w o 6' HEAT STREN'D. GLASS n ra 090" Interloyer — SentryGlas Z b a A By 'Kuroroy Americo. Inc.' w 6 3/16' HEAT STREN'0. GLASS 0; p C 4 9 o SILICONE � wn 0 DOWSIL 795 Q' 0 II au,r ci 0 rl t+I ' _ v It 0 0 acQ 0 3t Qmoo Mzr 6 AT 1/4 POINTS ON LRES M3 WIDER THAN 36" ONLY go J t9 Z Q M J W rtf CI m z j J Cj Q Ja NNC4 a 0 M In p Z �r Z J w N to W e) PRODUCT REVISED �� .......... - _ as conlplyyiie� with the Florida �� Q'�p"V 6{yg . 11 n •� Building Oode KOn-tEo. 2"708.03 Ex Iration Date- 511812022y a - S x aAj MI8m de Prods trail •� drawing no. -.... w1 6-70 A6 262 le Wit, 11tLLL � sheet 2.10f 9 I 9L69'L9L (som •Xvi 00T"9L (90E).131 (9sss Ar•r.7} sczss valaolm •lwv&w oar 3mns'3Alaa i3sNns o9se 1N3wd013113a JanCOUd V Sa33NION3 NoIivaodaoa booavd--IV Zm� Q U = �o = J ■a I 1 9992-90 (SOC) 'XM! 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(305) 838-515B r L 9H W N co rn 0 AL-FAROOQ CORPORATION a ENGINEERS 8• PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SUITE 220 MIAMI. FLORIDA 33173 (C.A.N. 3538) C TEL. (305) 2848100 FAX (305) 2624978 TYPICAL ANCHORS W 1BY SEE ELEV. Y WOOD BUCK `a FOR SPACING 4 m a a ; • EOOE MST. EDGE i• • . a • , a • • a ' DIST. `f LSUI -1 - L�C�!J Nl � V o . I TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING Ld i V = 0 J C I 3 0 a W X W I O 1 E2 E1 MI 4 ET I MI I 4 • 4. • • ' • 1 . 4 • 1 a • • • '' EDGE DIST. `► ► " I DY • • 4 \ v , . !� \ WOOD BUCK TYPICAL ANCHORS I EDGE DIST. ^ I m'I SEE ANCHORS SEE ELEV.FOR SPACING ' FOR SPACING Fr---- --- --------ll �u ro METAL II MIAMI-DADE COUNTY APPROVED 1I STRUCTURE II MULLION k MULUON ANCHORS II -� m II SEE SEPARATE APPROVAL II Z n 1 i EDGE DIST. I II f Z 1 — II Q71 -- _-- ---- -- JJ O g o goes lrl TCAL ANCHORS 0 5. O YPI= rl SEE ELEV. 0 41 to FOR SPACING 0: 11 p N LLz0 U. —n WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' y n % J MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q eP3 a AND TRANSFER THEM TO THE BUILDING STRUCTURE. �r--- TYPICAL ANCHORS: SEE ELEV. FO ACING n n 1/4" DGL TAPCON BY 'fTW' (Fu-125 KSI• Fy- 00 KSI) 3 1,/4" DIA_ ULTRACON+ BY 'DEWALT' (Fv-16 KSI, Fy-148 KSI) 3 m NT0 2BY WOOD BUCKS OR WOOD RES j 1-1 N NTO WOOD (HEAD/SILL/JAMBS) Z THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a cc 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) o i� (n v n W 3 DIRECTLY INTO CONCRETE OR MASONRY L< 00 -mt M In 1-1 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MAS 110 3 z <L a 1/4" DIA KS OR SELF DRILLING SCREWS ( E 5 CRS) W Ln 0 g MIAMI OADE COUNTY APPROVED MULLI 114 La<J M OR INTO METAL STRUCTURES (HEAD/SIL.L/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) G STEEL- 1 /8" THK. MIN. (Fy a 36 KSI MIN.) x (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) g TYPICAL EDGE DISTANCE o INTO CONCRETE AND MASONRY = 2" MIN. p INTO WOOD STRUCTURE = 1" MIN. o = INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS t'c - 3000 PSI MIN. C-SO HOLLOW/FILLED BLOCK AT JAMBS t'm • 2000 PSI MIN. PRODUCT REVISED „F� as cods tyta9 with the Florida '�- Building Code �`,�'• VG'' '� ^ r 4 NOA-No. 21-0708.03 No Ex ration Date• 5N 812022 =. I .� = ^ \ By: Niianl ado ProducYC trot A OF ��:(/� drawing no.i'•. ' v 6 Z�L�-��S�ONA1.1�� sheet 4 of g 9Y WOOD DUCK O W00 TRUCTURE EDGE s g 0 ' N T r7 I I i0 1 T om b ZO I 1 EDGE ( O ' DIST. r I 1 I I 0 . W 1 .'. F�, eE 01ST.l BF z 0 '1R Z D 9 � ;1� iWio03 01� a W x •; 9� a m m EDGE f Q o C MST. N 3 ' • • •. u �� • sr. ► .. 1 , o IBA= b� a ao1.: 11-13-is revisions: ES-EL150 FlXED ALUMINUM WDW. (L.M.I.) AL-FAROOQ CORPORATION a no date cscn—ion n -• ° ENGINEERS & PRODUCT DEVELOPMENT 1/2• . 1- A 05,12.17 NO CKANCE THIS SHEET E.S. WINDOWS, LLC f' Cn 9360 SUNSET DRIVE. SUITE 220 e 11.22.20 No CHANGE TNB SHEET 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 ° � dI. Dy: TARID C 06.22.20 GENERAL RENSION (C..1.N. $5$8) /� UL. ,• G D L15 21 NO ONCE 114S SHE MIAMI, FL. 33142 TE(305) 26"100 FAX (305) 262.6979 �I to O 9 ct+k er: TEL. (305) 638-5151 FAX. (305) 638-515B cowsP-ANL W 16-70E5 EDGE DIST. V• Vw --------------------METAL IIMIAMI-OAOE COUNTY APPROVED II STRUCTURE IIMULLION & MULLION ANCHORS Ij ^ m • • - N . n EDGE DIST. I :SEE SEPARATE APPROVAL I Z O g N 6 s ° •I• I EDGE Of •_�- • I I I I I i y O LL--------- - --------♦J J p o V 9 ES �. vxi E5 ` to ci A 2TAa� o a�a o 0 4 b C Ion TYPICAL ANCHORS TYPICAL ANCHORS TY7MANCHORSJ q SEE ELEV. SEE ELEV. . Iaj, z FOR SPACING FOR SPACING FOR SPACING J q v � O n 3 i0 a � z a a .LLJ O� W SHIMS 4. (a M] o z ALT. O _Z m Lei to TYPICAL ANCHORS J 3 Z a SEE ELEV. W O g FOR SPACING (n N W Lr) g ` W M � � d 1 14/2° r z ��j{ w z W ♦ • - TYPICAL ANCHORS • n SEE ELEV. FOR SPACING O wlNDow WIDTH � � � N u yNj ri � 0 lS ry Q O i ALT. y `\ V C < C1 O Es = PRODUCT REVISED ... � as complying wEth the Florida - Building ColoWU : ' ^ •r 4 Noy► -alto. 2"708.03 ' INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS 131-!ration onto• S11812022- v ♦ \ I SEE SHEETS 4 dt 5 FOR WINDOW OETAlLS By:LLU iklj MEsete ado Product-C trot � ''•, ! � drawing no. EDGE DIST. If 'ON sheet 6 of 9 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY E.S. 111DW. O ALT. a O "a w E x W ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING > TYPICAL ANCHORS: SEE ELEV. FOR SPACING #10 WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. 1/4' MAX. GAP 1/2' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. ALT. /10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. EXTERIOR � sA HW i Q0. ip^ Da08 v�'�" �deaS m MCI OR p • O J0QW7to aZ00 PRODUCT REVISED ��-,.F,•• •��i'' as complying with the Florida .`'�;: ' t,►C£NSF'•.,• '�i n •� o Building Code _ 1[OA-No. 21-0708.03 r INSTALLATION DETAILS WITH FIN FRAME ADAPTERS No.8T223 z � 3 F�c Ira:len Date• 511812022 c3 . N SEE SHEETS 4 do 5 FOR WINDOW DETAILS Miarn ado P►odu trol �2 � drawing no. SEE fPICAL ANCHORS `V.ul 6 �d(i �''��,s'S,j °" - ?�: W16-70 FOR SPACING ��/III (sheet 7 of 9 O Fiml s r —g —� s mprr N r l O rn 'n + yOCD ° D 3 jL - O V N mrn m c g a AO N 01 rn �IV > FN l Vi Z7 V N m p x z m N z � v W N :.—rUI I o. N N N n V o i ri I f N p N V N 1D Vco a :4 Chap 3 rSo0 0 P iO C q q �� ° °£m a N �s C � b � to E" o SO c 0 9° Q` w d N d12 �: •• ,� ^a o a �E. .7 :�� a date: 11-13-18 f°"'o1O^s ES-EL150 FIXED AWMINUM WDW. (L.M.I.) AL-FAROOQ CORPORATION a 110 date 6SCfl IOfl .�— G) 1/2' . 1• A M1237 REV. PER RER COMLteHTs E.S. WINDOWS, LLC 9360ENGISUNSET T PRODUCT DEVELOPMENT y ,0 8 t t.27.t7 NO CHANGE THIS SHEET MIA SUNSET DRIVE, SUITE 220 dr. Dy: TARIO C 00.22.20 GENERAL REVISIDN 3550 N.W. 49 STREET MIAMt. FLORIDA 33173 (c.A.N. ssss) `. T 0 08.15.2t NO CriWG[ THIS SHEET MIAMI, FL. 33142 TEL (305) sss-8s°° FAX (305) 26"978 tp C) u cbk try TEL (305) 638-5151 FAX. (305) 638-5158 COMP-ANL Wl6-70E5 � 4 N� tD N � D J Obi N �+ N� _ N N N X 8 V C o X � �� R� � f^!- N O N .r. V! N 1 O O O 1 O O G G O O O O to m m z c� czi O � ai � a�i n rn G �i Ci x � n m � �I 8 +�I 6 � � � � Z x >i rn z c � z c N N C�j v N Q O z z O� z z z � nl m m m rr � a• a o+ ., m a -. a m -� rn REFS? A= I I 1 I I I I I (qW O fJ� {�A 1011 O tµA t�7� O N "a � O O O p O F,� p C: ti �J O rrn o 0 LIM a AL-FAROOQ CORPORATION C7 ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 f MIAMI, FLORIDA 33173 (C.A.A: �r 3530)/'�-- TEL (305) 28"IM FAX (305) 2=4978 COMP-ANL\W16-70ES I-1•: 11-13-16 )revisions: no 0 e cscn ton ES-EL150 FIXED ALUMINUM WDW. (L.M.I.) n -� a, .��.; t�s- - ,• • 40 auNGE TMS SHEET E,$, WINDOWS, LLC �p Er. Dy TARIO B C �04&1"22.2 NO CHANGE TNrS SHEET CENERM. RMION 3550 N.W. 49 STREET 0 No auNCE n.s 51xEr MIAMI. FL. 33142 C ? onr� W. TEL (305) 638-5151 FAX. (305) 638-5158 MIAMI-DMADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadexov/buildine E.S. Windows, LLC 3550 NW 49'h Street Miami, FL 33142 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 "EL200" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1, 2, 3, 3.1, 4 and 5 through 11 of 11, dated 12/19/16, with revision D dated 06/22/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, 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 renews NOA No. 20-1208.07 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 21-0608.03 Expiration Date: January 19, 2027 Approval Date: September 02, 2021 T8120121 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 16-0617.04) 2. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1, 2, 3, 3.1, 4 and 5 through 11 of 11, dated 12/19/16, with revision D dated 06/22/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. (Submitted under NOA No. 20-1208.07) 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 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-11027, dated 04/23/20, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 20-1208.07) 2. 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 an aluminum horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-007, dated 10/24/17, and addendum letter dated 12/15/16, both signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 18-0221.03) 3. 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, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-007, dated 12/08/ 16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No.16-0617.04) Manuel Perez, P.E. Product Control Exa r NOA No. 21- 08.03 Expiration Date: January 19, 7 Approval Date: September 02, 2021 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 06/10/15, and updated on 11/09/20 to comply with FBC Th Edition (2020), prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. (Submitted under NOA No. 20-1208.07) 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. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraT"' (SGXT"') Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 3. Notice of Acceptance No. 20-0622.01 issued to Eastman Chemical Company (MA) for their "Saflex PVB Clear and Color Glass Interlayers" dated 08/06/20, expiring on 05/21 /21. 4. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company (MA) for their "Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 08/06/20, expiring on 12/ 11 /23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC Wh Edition (2017), with FBC 71h Edition (2020), and of no financial interest, dated November 9, 2020, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. (Submitted under NOA's No. 20-1208.07) 2. Testing proposal issued by the Product Control Section, dated 04/15/13, signed by Jaime Gascon, P.E., Product Control Supervisor. (Submitted under NOA's No. 20-1208.07) 3. Distributor Agreement signed by Carlos Garcia and by Evelyn Daes. (Submitted under NOA No. 16-0617.04) 4. Laboratory compliance statement for Test Report No. BT-ESW-16-007, issued by Blackwater Testing, Inc., dated 12/08/ 16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.04) 5. Proposal No. 16-1228 issued by the Product Control Section, dated 11/16/16, signed by Manuel Perez, P.E. (Submitted under NOA No. 16-0617.04) Manuel Perez, P. . Product Control Ex r NOA No. I . 608.0 Expiration Date: January 19. 7 Approval Date: September 02, 2021 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) G. OTHERS 1. Notice of Acceptance No. 18-0221.03, issued to E.S. Windows, LLC for their Series "EL200" Aluminum Horizontal Rolling Window -L.M.I., approved on 05/10/18 and expiring on 01 / 19/22. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 20-0915.19 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 11/19/20, expiring on 07/04/23. 2. Notice of Acceptance No. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 11/19/20, expiring on 07/08/24. 3. Notice of Acceptance No. 21-0216.01 issued to Eastman Chemical Company (MA) for their "Saflex PVB Interlayers - Clear and Colored for Glass" dated 04/29/21, expiring on 05/21/26. 4. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company (MA) for their "Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 08/06/20, expiring on 12/ 11 /23. E. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 20-1208.07, issued to E.S. Windows, LLC for their Series "EL200" Aluminum Horizontal Rolling Window -L.M.I., approved on 02/18/21 and expiring on 0l/19/22. 04/1 Manuel Perez, P. . Product Control Exa r NOA No. 21- 08.03 Expiration Date: January 19, 7 Approval Date: September 02, 2021 E-3 72 15/16- 7. MAX HEAD LL k''l fvv'n w" AT MTG. STILE ENDS -� �r AT 5' O.C. 19' MAX. HEAD COR ENERS 41 - `, �-C-'# —•�_ I 1 -4,---= _.. E is I.: //, LL- N W m 11 I' II II i4 co CD � ,[1 a 4 { --fr---Y-- i. ,1 1L--- 1- FALSE MUNTINS 4 1 ` 0 11 M. AX (SURFACE APPLIED) 1 `] -SILL MAY BE USED f , 32 11/16- _ C 32 11/16- i iii TD.. D.L. OPG. OPG. 72 15/16- - 72 15/16- FRAME WIDTH I FRAME WIDTH ANCHORS 12' AT MTG`3STILE DS 19` MA AT MTG. STILE ENDS MAX 7* MAX AT 5. O.C. HEAD HEAD MAX. AT 5- O.C. HEAD I LL :ORNERS --� _ CORNERS B - U , F 6 -E n I N W m Wrr ,n II II ---11---- p 36 9/16- I ti� (3) ANCHORS VENT WIDTH AT MTG. STILE ENDS AT 5- O.C. TYPICAL FLANGE FRAMES THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ES—EL200 HORIZONTAL ROLLING—ALU—MINUM_-WINDOW (L.I-L.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION NOA WILL APPLY TO ENTIRE SYSTEM. 32 11/16- 111 \ 32 11/16' 36 9/16- 1 (3) ANCHORS 1ENT 1Yi0TM AT MTG. SIT E AT 5' O.C. FLANGE PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 21-0608.03 Expiration Date-0111912027 By Mlaml4rado_Produ-EUCop o THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS do BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE do ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. 1� 11 11 1� i 11 11 II II __1L____ -'rr--- , s � o + `_ 6 MAX �m SILL 32 11/16- 32 11/16- z L.OPG. D.L.OPG. �AT R 36 9/16' (3) AIRS VENT WIDTH MTG. STILE ENDS 0 W (n AT 5' O.C. rA 3o�•-n 7I�E�ATIO C3 FIANCE FRAMES WITH FIN ADAPTER = z _j - g 3 2! Vl C IN.1 Lj MAXIMUM DESIGN LOAD RATING — + 65.0 PSF ABOVE (FOR SIZES SWM OR SMALLER) - 65.0 PSF S WITHOUT REINFORCING 0, MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMMM) - 90.0 PSF MTG. STILES TiITH REINFORCING v I le 2 OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SO. FT. FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED TESTED FRAME AREA OF 31.46 SQ. FT. e o PRODUCT REVISED as complying with the Florida `11111111// 6 < Building o `�� ,It. NOA-No. 20-1'208.07 a o iration oato• 1 /19/2022 ��'VIDEN 0 81/r NO. 3 Mlam do ProdugrC trol OEC 0 1 20_ =L, a Y_ 3 � BUT OF �• / drowln no. (3) ANCHORS 7- MAX AT MTG. STILE ENDS EAD/SILL A AT .ORNERS 4 r � 6 d .I " %/ F / 6 6 --- r -4 •/ '/ tl`i/tl 4 __ n I' n 1; - ITLl II I, I, ,I FALSE MUNTINS ( SURCE APPLIED) MAY BE USED 110' u FRAME WIDTH (3) ANCHORS 7- LIIAX.�j HEAD SILL AT MTG. STILE ENDS A AT 5' O.C. 1 HEAD 7 � ---�` ! Z CORNERS , i �` Q d y� 11 / 1, F / F / 70 ♦� C _ �o N w J to m in 1 I cy iI bR jr li .7,' di f ;�---t— SiLL g 0 •' 11 1• I N a,' _r_• I j N mi� 4 4 MAX.�c.I �� 7 'E I ..MAX.t" 1 [z� a to I O 32 11/16- 32 11/16- 32 11/16- 32 11/I6' I �1 32 11/16' I 32 11/16' .. (3) ANCHORS (3 ANCHORS _� : ., - --- --- --� j a O.L OPG. D.L OPG. D.L OPG. AT MTG. STILE ENDS AT MTG. ENDS D.L. OPG. iY D.L. OPG. D.L. OPG. AT 5' O.C. 36 9/16' 36 9/16' AT 5' O.C. 36 9/16 36 9/16' — J VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH J ,y TYPICAL ELEVATION TYPICAL ELEVATION PRODUCT RENEWED v n eur_r roAUCC I la" RANCr MAUFS wtTW F1-l1SM AnAPTFR -- --a— .. — .-- --- FRAME WIDTH ANCHORS Building Codo I O a M i "t (3) 6' MAX. AT MTG. STILE ENDS- 12' NOA-I�eo. 21-0so8.o3 = Z 3 ri A` AT 5' O.C. ( M Expiration Date•0111912027 8 3 z e CORNERS By 'WAW&n Mllam a e ProduefCon 1 W a c� I - In ci I r rj MAXIMUM DESIGN LOAD RATING a + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 65.0 PSF MTG. STILES WITHOUT REINFORCING MAXIMUM DESIGN LOAD RATING - + 80.0 PSF o (FOR SIZES SHOWN ABOVE OR SMALLER) - 90.0 PSF ' MTG. STILES WITH REINFORCING c OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WOM MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SO. FT. FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW id C c Iti NOT TO EXCEED TESTED FRAME AREA OF 47.36 SO. FT. c c N PRODUCT REVISED s' o S a as cc lain with tho Florida 1111 I111// BuETdtn CCoddo < m u c �B t2, I IIOA-No. '�Q-1.208.07 .��,p`�' • Q/.4�i�� 1D �\ • MAX. ;o' i zz EK Tratlon Date- 1/1912022 �� • ' V �`,` ' i i SILL (3) ANCHORS 2 11/16' I1r 32 11/16' 32 I1/16" I + Mlam J1ade Produc,YC trot is AT MTG. STYE ENDS �� O.L. OPG. D.L. OPG. — - D.L. OPG. i DEC//►� /1 ( $ AT 5- O.C. - i + Y� DE0 120 l - 36 9/18' - _1 36 9/16 it OF j� drawing no. VENT MOTH TYPICAL ELEVATION VENT WIDTH ii�sr W1 6—S6 FLANGE FRAMES WITH FIN ADAPTER ��ll �A�111� Sheol 2 01 11 1/8' HEAT STREN'D. GLASS 090' Interloysr T1,0001 PVB OBR Inc! 'Kurway America. 090" hdsdayer SentryGtas By 'Karomy, Americo. Inc.' OR O90' Interlayer Sof11 ' Clear And Color Glass R'Eastman Chemical Co.' Saflex CP With Cora By 'Eastman Chem r 1/8' HEAT SiREN'D. /8' HEAT STREN'D. GLASS 090' Intarlaycr Trosifol PVB &'Kuroray Americo. Inc.' 090' lnteriayer SentryGlas By 'Kurorcy America, Inc.' OR 090" Interloyer Saflex Clear And Color Gloss By U 'Eastman Chemical Co.' 075' Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' i-1/4' HEAT STREN'D. GLASS SILICONE SWCONE DOWSIL 795 DOWSIL 795 DOWSIL 983 DOWS 1- 983 z DOWSIL 2400 z m DOWSIL 2400 z MI (NOT MELT) 71 (H0T MELT) a 46 / \ :�-� / it E4 � M II / 1 � 2 GLASS TYPE ' 1' GIAS$ TYPE '2' 5/16" OVERALL LAM. CLASS 7/16' OVERALL LAM. CtA55 NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 1/8' TEMP. GLASS 3/8' AIR SPACE 1/8" HEAT STREN'D. GLASS 090' Interlaycr Trosifol PVB OAR 'Kuraroy Americo, Inc.' t� erloyer San OR 'KuraroInc.' y America, Inc 090' Interloyer ` Softsx Clear And Color Class 'Eastman Chemical Co.' i OR I } ! 075' Interloyer Saflex CP With PET Core i By 'Eastman Chemical Co.' HEAT STREN'D. GLASS k I StUCONE 1 DOWSIL 795 t DOWSIL 983 DOWSIL 2400 1 - (HOT MELT) � l GLASS TYPE '1i' 7/8" OVERALL INSUL LAM. CLASS 6/16" & 3/8" AIR SPACE CONSISTING OF: SPACER: 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SIUCONE DOWSIL 791 GE 2000 --1 /8" TEMP. GLASS 5/16" AIR SPACE �1/8' HEAT STREN'D. GLASS 040• Intarloyer Trosifol PVB 1 OR •Kurarcy America. Inc.' 090' Interloyer 4 SentryGios II R 'Kuroray Americo, Inc.' O t R Interloyer zex Clear And Color Glass BByR 'Eastman Chemical Co.' I IO t I I075' Intedayer Saftex CP With PET Coro By 'Eastman Chemical Co.' + } I 1/4' HEAT STREN'D. GLASS 9 z C. SILICONE DOWSIL 795 DOWSIL 983 DOWSIL 2400 (HOT MELT) GLASS TYPE '21' 7/8' OVERALL tNSt1L LAM. CLASS PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 21-0606.03 Expiration Data-01119/2027 ByL�KLLLKJ JPr% Miam ace rmauct Conwal PRODUCT REVISED as complying with the Florida 1ltllllJJ Building Code I JIB 9 NOA-No. 20.1208.07 BK olvation Datoilllj11912022 �,�' • ' : CJ Bys _ No 223 Min m de Produet'C trol >"[ DEC 0 114:_ = ' STATE ok' ••.RoRlo�.: In z R W � N 0 d w Cm ; a �o1,M1 Z3� 8 3z`` uo,J Ld M d d r S $ -4 drawing no. W16-86 1/8" HEAT STREN'D. GLASS vJ MIA N V]V I \ 1 I o_ E10 AT 1 /4 POINTS ON UTES WIDER THAN 36" ONLY 0 90 lnteri0ycr SsntryGlaa By 'Kuroroy Amerco ica. Inc.' 1/4' HEAT STREN'D. GLASS � SILICONE DOWSIL 795 0 1 GLASS TYPE '2A' 7/16' OVERALL LAM. GLASS SILICONE OOWStL 791 (1/8' X 1/4") .. ,...�._ ""^ •'1. CLASS or lrnerica. Inc.' 1T STREN'D. GLASS 1CONE IWSIL 795 1/8' TEMP. GLASS �5/16' AIR SPACE 1 1 1/8" HEAT STREN'D. GLASS }� 090" Intedayer r SentryGlas { I By 'Kuroroy Americo. Inc. 1/4- HS. GLASS SILICONE DOWSIL 795 Mte Y� L N AT 1/4 POINTS LLLiii � ALL SIZES GTASS TYPE '2Ai' 7/8' OVERALL INSLIL LAM. GLASS OINTS ON UTES W 36" ONLY 3/16' HEAT STREN'D. GLASS T--3/16' HEAT STREN'0. GtJLSS l� 090' tnterioycr -- SentryGlas By Kuroroy Americo, Inc.' 090" InteAayer Sentryclas By 'Kuraray America. Inc.' Z m A O a Hg 0, 3/16" HEAT STREN'D. GLASS m 3/16" HEAT STREN-D. GLASS O O Q 1 � SILICONE DOWSIL 795 1 SILICONE DOWSIL 795 lie ,t MI A i Q V l i l I j >> .• 1 II V p rl CY G" 0 a Eto / 0 1 AT ` WADER THAN 36" ONL4 POINTS ON Y ON LITES WIDER THES M3 AT 1/4 AN 36 ONLY 116 i1 75 y n tr$� It GLASS TYPE '3' 7/16' OVERALL LAM. GLASS 1/4' TEMP. CLASS 5/16' AIR SPACE 1/8' HEAT STREN'D. GLASS .090' Interlayer Trosifoi PVB By 'Kuroroy America. Inc.' OR 090" Interloyer SentryGlos By 'Kuroroy Americo, Inc.' OR 090" lnterlayer Saflex Clear And Color Glass O'Eastman Chemical Co.' R 075" lntedayer NE i Saflex CP With PET Coro SILICONE DOWSIL NE 1 By 'Eastman Chemical Co.' (1/a' x 1/16')� { r-1/8" HS. GLASS PRODUCT RENEWED SILICONE as complying with the Florida ar++A0: DOWSIL 795 Building Code 'HEUMA' LOW PROFILE ALUMINUM SPACER z H NOA-No. 21-0608.03 BY 'LINGERMANN GMBH' Expiration Oate-01H9/2027 AROUND THE PERIMETER OF THE GLASS. v PERIMETER SEALANT: By _ SILICONE - Miam a o Product on DOWSIL 791 GE 2000 PRODUCT REVISED cc 4 as compyingwith the Flor&la tt1111 I I f /A 11 Building oAT 1/4 POINTS NOA-No. .20-1.208.07 ALL SIZES Exelvation Data 111912022 �� •'• ��. o r MASS TYPE '4i' By: No.81223 7/8' OVERALL INSIiL LAM. GLASS Mlam pado Produc,YEq trol MAXIMUM DESIGN LOADS FOR GLASS TYPE '41' g o NOT TO EXCEED *80.0 PSF DEC 0 1202.f % 0 � _ — •�� drowirtg no. GLAZING OPTIONS WINDOW HEIGHT __._....._. • • EXTERIOR • 0 0 P e' �o m @ n� T _ s D.L.D. 1/4- MAX. --- -VENT HEIGHT I 1/4- MAX. a SHIM -- - - -- -- - -- - - •� SHIM --_..- - WINDOW HEIGHT 4i O D.L.O. TIT EXTERIORO� w o rn r/ 1 _ -- -- - 1 -- - - ( - ----- 281� MVOOD BUCk\ r _.. -- - -1--- _- - Oft ._ _ I : W000 STRUCTURE ` /e1.1 (moo)) N y 1/4- MAX. SHIM 1/4- MAX. s r ..- . SHIM o� 3 ca m Zma-0 PP $ 3 a cc " 3 a Z O my a ' � o�A �•1 j n ; o1oi�Ca C m sm '♦ n•r m o a m ° o m 70 xN C� a om r S a m n 4 N m C j i O� c wz Min 00 14 C �. r*i V W d a(date: 12_19_16 revs one: --_......._- ES-EL200 HORIZONTAL ROLLING ALUM. WCW. (LM.I.) AL-FAROOQ CORPORATION a a no a escr� ion ENOINEUM & PRODUCT DEVELOPMENT 1/2• _ 1- • 01.11.17 wo cwwm THIS SHEET E.S. WINDOWS. LLC 9360 SUNSET DRIVE. SUTfE 220 f a 0927.1 1 No CHOUCE THS SHEET 3550 N.W. 49 STREET IVIIAMI. FLORIDA 33173 (C.A3538) /� I ( ar. TA1b0 C 01.12.1 Ho CK#wA THIS SHEET .N. �r OD 0 0a.n. cEHERu. aEksan MWMI. FL. 33142 ,rEL. cso0l se4-asoo FAX taaal ssa-ae7a 1T 9 cnk er TEL (305) 638-5151 FAX. (305) 630-5I58 COMP-AKW76-8%s WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE . R SPACING 1 /4" DIA. ULTRACON+ BY 'DEWALT' (Fu=1 . Fy-148 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/ ILL/JAMBS) THRU 1BY BUCKS INTO S 1- ETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) I /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAM1-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f e - 3000 PSI MIN. C-90 HOLLOW/FILLEO BLOCK AT JAMBS t'm - 2000 PSI MIN. FOR SPACING PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 21-0608.03 Expiration Date-0111912027 By Wham a e Product Con"I -------------------- II ML1MI-DARE COUNTY APPROVED II �� II MULLION & MULLION ANCHORS II I� SEE SEPARATE NOA II Z h ll EDGE II O h I DISTT. J P 0V rr�1l � O Otv° Ivi aza SEE EELLEV. ANCHORS � 0. ° A FOR SPACING 0: z ° PRODUCT REVISED as complying with the Florida Building Code H°A-No. 20-1208.07 tration Date• 1 N 912022 xp er• Mlam ade ProduC;rCq trol DEC 0 1202 n �J < p p v K J W Cc fnNC'4h Q qt a g 3 2i vi0Q.. FAp I� g 3. drawing no. � �aY/iL,G�`� ; shcct `5 of 11 28Y WDGO SUCK R STRUCLURI 0 p'm zM-u �p �r -� w � p") a is a 10 N M. M916 39 p W � zRlp9 `S 0�� O .. O m o s Q j-r 0 3 4 ' m1_ 0 r" Aff" p� LMJ N C t1 I 1 I 13) I I 1 V A mp � v , � a � I � • :� ``\, I EDGE DtST. '�� ____- I V a tj All �11t1tII 1 ��rlrlltl,- _ s1 a I eot« t2-t9-te revisions: __—J Es_wOO HORIZONTAL ROLLING ALU1/. WDW. (I-M-1.) ALrFAROOQ CORPORATION a W f * a fnol a e_ ��da j6iaon _ ____ - - - E.S. WINDOWS, LLC OINEERS & PRODUCT DEVELOPMENT toots 1/2' t' A ot.ti » - NO CwwGi ttes SHEET 9380 SUNSET DRIVE, SUITE =O f �Qt ,p I __._...-_.__...._._.._. a io4:ii.n is CK"C Has SHEET 3550 N•W. 49 STREET MIAMI. FLORIDA 33173 rdr. W. TAMO I C 01.12.td NO CHANCE THIS SHEET �y 9 00 —, -- MIA,MI, FL. 33142 TEL (305) se4.8UM FAX. (305) ��s78 c r--- ---� o '0622.zo _ - I ENo:K tlEvlsia+ - -- . _ J � . 111a I�r• 1 J —J_ TEL (305) &M-5151 FAX. (305) 6W-5158 ( COMP-ANL\W16-86ES� METAL MIAMI-DADE COUNTY APPROVED _ EDGE DIST. STRUCTURE MULLION do MULLION ANCHORS • s • a SEE SEPARATE NOA Prig 01 I t j ti (EE ALT. TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING 1 /a- MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING i �1L 1/4 a 4' • • 4 • m & JW M vi E o�M ALT. = Z 3 J .o2x W Win �S� PRODUCT RENEWED as complying with the Florida cI w Building Code INDA-No. 21-0608.03 Expiration oate.0111912027 , By Miami -?ado Product Con"I PRODUCT REVISED p S S 8 as complZInp with the Florida i ti t l t 111'I i s< m o Building Colo NOA-No. 20-1208.07 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER iration Data- 1/19fxa� f`�'V1' 4 r SEE SHEETS 4 & 6 FOR MNDOW DETAILS By t� No.J1273 = �- Miam ado Product'C trot •' &T1CTE ��Qj� drawing no. ILLUSTRATIVE OTLS. ONLY EXT. OR ENT. FINISHES NOT BY E.S. WOW. 0 ALT. 0 tz~ W ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING x N TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1l 110 WOOD SCREWS (GRADE 2 CRS) - - --f INTO 2BY WOOD SUCKS OR WOOD STRUCTURES 1-1/2` MIN. PENETRATION INTO WOOD 110 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. 110 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 3 � 0 p J� � J� H 0 a C 8 3Z�nQ W Ui v 1 W,�j� ANCHORS SEE ELEV. J EXTERIOR PRODUCT RENEWED old FOR SPACING as complying with the Florida WINDOW WIDTH Building Code NOA- No. 21-0608.03 Expiration Dato.0111912027 0 $ $ B Miami- a o Product Con rol o R 0 a,: d PRODUCT REVISED > s 8 S as compll/tng with the Florida BaHding o F NOA-No. 20-1208.07 �� ,P�' • �i�� o jtTSTALLATION DETAILS WITH FIN FRA1►iE ADAPTER E,1 tration Dst 1H912022 �� ' •��•'•. � SEE SHEETS 4 a 6 FOR WINDOW DETAILS ''\ O By: No. 23 hllam doot rPProdugKC trot SfIITE :r dro Dwmg�no. �,`y/ W11 6-86 1/4- MAX. GAP 1/2' MIN. O ALT. 010 TEKS/SELF ORILUNG SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. L_ O O L V F C C L mica 1. G N C C C E O O O lc T L + L L;; U N m! C rn m m M m T T m m ri omi ii m w = w �• x " w w m I x1 i� w m x >> A i 1 8 N 1 ( g1�_'1?'� y l N 1 1 i m I f" E S 1 ± IA 1 rrr /� I f N N VI I I 1 1 N f-1.. _� �.1 ! N 1 {� I i N N I I I,r.� �r �.r r.� V/ N i N :RIP fA "• N N I 11 11 1 I I I I 1 I NI 1p pm oEo�lo:p o� i m 1 V1 rl j l m!� o;o b s + + GI i • v , j`� — a ♦ NON OI 1 1 I I I I N N N Ajr=i 1 1 jN s p ��$$jj 0 r7i p�0 f0 $ ;. m O I N N N.•+,-• C 'I 0 �73� ikii n>Elit 9 1 r 9 9 9 9 6 E 133 ca & I I 'a $; II %CY I O CfGfC9 0p cl) iI Fe j zij I �Irp o o j j 1 _ E j ! 1 I i i 1 1 E III R. R < aq c: c! I m � i 1 1. tr ii 1 1 u W �.i 1 W �i �i iri 1 1 I r V U t I a �i 1 I a u I 4i I I 1 Or 1 O� ��i I O+ 1 I Or Or f irl ii I I Or Or j C1 G O I 1 i il� Or lA Cr 0� Or Or! Or 1 m OF l o i a 1 1 1 I k l I I I I I I I I I I I I 1 r 1 I 1 NNLft a � rn wn 1 x =Q L-0 CA a I� a ante t:-t9-ta r�wislona: -- _ �_�00 F{ORQOMAL ROLLtNG ALUM. WOW. (LJIIJ.) ALrFAROOQ CORPORATION a �e a ino oic_ deacrip won ENGINEERS d PRODUCT DEVELOPMENT » sed.: I�z• _ ,• 1 M15 eo CHAKE Iles s+lEEr E.S. WINDOWS. LLC 9360 SUNSET DRNE. SUITE 220 f AID to o O° 27'�_ 10 -' 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 G. (ce.N. sass) a. nr ualo c ol.l2.ie1 iio Duwce zns slaE MIAMI, FL. 33142 TEL (305) 26"100 FAY-(303) zaz ea7s �� C e" �0 ob.Yt,toj at"em IeMsia! (�S) 838-3151 FAX. (305) 638—Si38 T COMP—ANL\W16-88ES FRAME HEAD FRAME SILL r-.052 3 2 .250 -1.387 SILL TRACK 2.814 - - 2.313 JAMB STILE 1.938 050 .0062 1.1 B7 1.474 30 1.313 nE5 INTERLOCK STILE I- 1.407 1. 1.062 MR -1.374 FIXED MTG. STILE --I .719 F - 062 f TYP. i I ' 3.141 .062 2.917 ! 2.917 O50 TYP. 1.187 .875 839 L1: 826 :a FRAME JAMB (OPERATING) 4. FRAME JAMB (FIXED) _1.633 t••- .519�- -{ 62�5 050 .974 �L_ 050 .974 --1 .202 -1 .202 O E10 1.187 .683 }-- 1.308 0612 I.__ 1.260 VENT TOP/BOTTOM RAIL .040 1.740 L 277 108j JAMB SCREW COVER 7.040 .3oe tEt4) HEAD SCREW COVER }--- 2.857 L! .045 .500 is 2.780 - E12) FLUSH FRAME ADAPTER FLUSH FRAME ADAPTER WITH FIN s19 .050 T-� 62L-_ 974 .202 EtOA GLAZING BEADS 1.163 1t18 .125I 1.025 �I .708 �11 INTERLOCK STILE STIFFENER .513 1.2i33 •125 1.013 .826 FIX. MTG. STILE STIFFENER .165 .068 2.500 17 2.000 SILL RISER 1 .62} 5 .062 9�4 I .62} 5 .062 974 �1 .202 E11 �1 .202 E11A 1.122 1.421 1.078 078 � SPRING LOADED LATCH U ro _� ! m �a 0 h n 'Z�ZI b Q aI CO`'Too � p � i �O ttin 0 cQ u.- 4c m 1j agill III I m h a 0 m 4 �w 0: to rn N d h H 00�Mm z3�o 8 0 PRODUCT RENEWED PRODUCT REVISED as coraplytng with the Florida as complying with the Florida 11111111lC < coo{ Building Cede Building Code NOA-No. 21-0608.03 NOA-No. 20-1208.07 Expiration Dato•01119/2027 Ex tratton Date: 1/19/2022 'ti;• i1 i i a By By - No 23 , , • Nitsrn ado ProductConn 14tlam do Produgr trot _ DEC 0 1 loV•'. S'�4�ic0 ;•rV` _J.. ._.L.-..__ .�_ Z� • �J drawing no. ,y . dm � " ZwMy v O �_ t, 1 0.e o a p V o ° °3 c A 3 X N sm sz 6 tD OO O ° stt F3 e C a V W m to IF '4 Z 13m 10 O r a ,•0 MaFe m. C O •► R�1 c �o !t co m N) V �r }: alaotc t2-tG-fa rn� I Er, by: TARW 00 03 9 chk. by: description ES-EI200 HORIZONTAL ROWNC ALUM. WOW. (I No oca" Tm SHM _ E.S. WINDOWS, LLC N0 CHAWA Da SHM 3550 N.W. 49 STREET NO tauncE PO SHM MIAMI, FL 33142 COMM ann�on TEL (305) 635-3151 W. (305) 638-5158 MR AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE SUITE 220 MLWI. FLORIDA 33173 (CAN. 3538) C TEL IsOM 26"IM Floc. lava) 2a2saTa _�•. _r- COMP-ANL\W16-ans Lsyness & Professional Re ulation,.,.. ACTS home L., 1, user Rcyyrstratinn HM T.,irc 5ubmit Surella9e I Statsa Facts Product Approval dVVY O USER: Public User Product Agaroval Menu > Application Detail FL # FL22551-R3 Application Type Revision Code Version 2020 Application Status Approved Comments Archived a...a_ Publications Cont.0 Us BCIS Site Map Links Search Product Manufacturer E.S. Windows, Inc. Address/Phone/Email 10653 NE Quaybridge Ct. Miami, FL 33138 (305)624-7775 achamorro@eswltc.com Authorized Signature ]alai Farooq veronica@afceng.com Technical Representative Manuel Perez Address/Phone/Email 10653 NE Quaybridge Ct. Miami, FL 33138 maph@belisouth.net Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]alai Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/16/2025 Validated By ]AVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of Independence FL22551 R3 COI SS - Certificate of Independence.= Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 2013 2017 1994 1994 1994 Florida Licensed Professional Engineer or Architect FL22551 R3 EDUiv SS - Eou'v Ltr ASTM E1886-1996 pdf https:llw .floridabuilding.org/pr/pr app_dtl.aspx?pamm=wGEVXQwtDgtdytNblepz4xTp%2frl HbRhGDpNSptSTZBSQ27YsEU%2byaQ%3d%3d 1/2 5/6/2021 Florida Building Code Online Sections from the Code Product Approval Method Method i Option D Date Submitted 10/21/2020 Date Validated 10/22/2020 Date Pending FBC Approval 10/30/2020 Date Approved 12/16/2020 ucts r FL # Model, Number or Name Description 22551.1 Series ES-EL300 Aluminum Outswing Large missile impact resistant aluminum outswing entrance Entrance Door door. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL22551 R3 II SS - ES-EL300 OS Door (Uj,] - DWG W16-71 2020.pd Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Jalal Farooq PE # 81223 sign Pressure: +80/-80 Created by Independent Third Party: Yes O • See attached drawing W16-71 for installation Evaluation Reports instructi inations. FL22551 R3 AE SS - ES-EL3000S Door (LMI) -PAE 2020.E 22551.2 Series ES-EL300 Aluminum Outswing Non -impact resistant aluminum outswing entrance door. Entrance Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL22551 R3 II SS - ES-EL3000S Door (NI) -DWG 20-66F ,(2020)jP-df Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Jalal Farooq PE # 81223 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See attached drawing 20-66F for installation Evaluation Reports instructions and span vs load combinations. FL22551 R3 AE SS - ES-EL3000S Door-( ) -PAE 2020.p-d—f Created by Independent Third Party: Yes E3. ck N+_xc Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. g2oyilght 2007-2013 State of Florida.:: Privacy Statement :: AccessibiNty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/prlpr app OU.aspx?param=wGEVXQwtDgtdytNblepz4xTp%2frl HbRhGDpNSptSTZ8SQ27YsEU%2byaQ%3d%3d 2/2 ANAL-FAROOQ CORPORATION usCONSULTING ENGINEERS & PRODUCT DEVELOPMENT August 11, 2020 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 To whom it may concern, As the design engineer retained to prepare the product approval(s) associated with this letter as shown below on this same web page, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the referenced product(s), nor do I have or will have any financial interest with any other entity involved in the approval process of the referenced product(s). Sincerely, \551511111 r!/// FA/0o'.; . %CENSF Q No. 8 SS,/ONAI e'? " sealed a-11-2020 nnn555 Jalal Farooq, P.E. CFO 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F:305.262.6978 1 www.afcenz.com I alfarooa(aafcene.com Us AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT August 12, 2020 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Engineer's Statement of Equivalency To whom it may concern, As the design engineer retained to prepare the product approval(s) associated with this letter as shown in the summary of products section below, the purpose of this letter is to state that some reference standards have changed. For the scope contained within the subject product approval, the requirements of required items within the new reference standard(s) is still met because: ASTM E1886-02/05 are no longer applicable, and instead the reference standard is reduced to ASTM E1886-12/13a. A comparison of the older standard with the newer standard shows that they are equivalent, as relevant and applicable. ASTM E1996-05/06/09 are no longer applicable, and instead the reference standards are ASTM E1996-12a/14a/17. A comparison of the older standard with the newer standard shows that they are equivalent, as relevant and applicable. If you have any questions, please feel free to call our office. Sincerely, PP` FaaoQa-., RN POD slr :'mow`_ 'F'..Rox.nn ,` 'rS/ONAL Et, Jalal Farooq, P.E. CFO Sealed: 10/7/2020 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 I www.afceng.com I alfarooa@afcen¢.com %% AL-FAROOQ CORPORATION usCONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 - METHOD 1 OPTION D FL 22551 Date:9/22/2020 Detailed Product Description: Manufacturer: E.S. WINDOWS, LLC. Manufacturer Address: 3S50 N.W. 49 STREET— MIAMI, FL.33142 Model Name: SERIES ES-EL300 ALUMINUM OUTSWING ENTRANCE DOOR Maximum Load:+80 PSF. -80 PSF (Large Missile Impact) Installation Drawings # W16-71 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes —No Mandatory Tests (Tested in accordance with AAMA 301/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by ASTM E283 Air Infiltration Blackwater Testing Inc. 06/15/2017 BT-ESW-17-008 Constantin Bortes, P.E. Leakage 10/11/2018 BT-ESW-18-006 ASTM E331 Water Blackwater Testing Inc. 06/15/2017 BT-ESW-17-008 Constantin Bortes, P.E. OR ASTM 547 & Penetration 10/11/2018 BT-ESW-18-006 TAS 202 ASTM E330 Uniform Static Blackwater Testing Inc. 06/15/2017 BT-ESW-17-008 Constantin Bortes, P.E. & TAS 202 Air Press. 10/11/2018 BT-ESW-18-006 AAMA 1304 Forced Entry Blackwater Testing Inc. 06/15/2017 BT-ESW-17-008 Constantin Bortes, P.E. Test 10/11/2018 BT-ESW-18-006 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Blackwater Testing Inc. 06/15/2017 BT-ESW-17-008 Constantin Bortes, P.E. (TAS 201 & 203) Impact & 10/11/2018 BT-ESW-18-006 ASTM E1886/1996 Cyclic ANSI Z97.1 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the require ents of the 2020 Florida Building Code. Evaluation Report Engineer: ,•' FAR :... F .. OO •, AO•�. si i[V�: Fss �Nv, o Jalal Farooq PE # 81223 AI-Farooq Corporation EB # 3538 Sealed: 10/19/2020 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooaCdafcene.com 0 y a 0 ;A`^ 0 GHn 0 0. 0 8 0la I zo n Q us 4, W �(vop1� - aWms THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. go � I n O q 'O o z 3 -j f- ES-EL300 o J W ALUMINUM OUTSWING ENTRANCE DOOR z Vj v APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS p a+,n WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. 0 v M%1 CO DOORS WITH STD. THRESHOLD (ES-EL300-002) APPROVED FOR • 5; .. INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. I N InIn DOORS WITH ADA THRESHOLD (ES-EL300-03) NOT APPROVED FOR INAJ W M m I" WATER INFILTRATION RESISTANCE. SEE SHEET 5 FOR DETAILS. n THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - i I REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA GLASS TYPES W & 'B1' COMPLY WITH E EI BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). REQUIREMENTS OF ANSI Z97.1. � ( j S 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE SAFEGUARD REQUIREMENTS TO BE VERIFIED. I-lo DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS F�► 0 TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS : m B B AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �; a ' ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. INSTRUCTIONS: #22551 Sealed: 10/19/2020 FL ,c off' � ° .>� o $ 8 n MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE USE CHARTS AS FOLLOWS. — - 1111111 o °-ell- -c m u REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. _,. %%%J STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED A INSTALLATION TO OF E SPONSIBLEDUCT BFOR THE IRIS PRODUCT CHASE AND ��,'�'...... ''�� ON WIND VELOCITY, BLDG. HEEGHT, WINO ZONE • eo l THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED .`� USING APPLICABLE ASCE 7 STANDARD. ��' VNBF• '•. ON THIS DOCUMENT. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR B- THIS PRODUCT EVALUATION DOCUMENT WILL CONSIDERED 40 STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES BE INVALID IF No. �2Z3 ALTERED BY ANY MEANS. - - WATER INFILTRATION RESISTANCE ETC. SEE SHEETS 2 h 2.1. Z CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. C- SITE SPEC61C PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED I_ _ STEP 3 FOR SIDEUTE PANEL (0) CAPACITY SEE SHEETS 3 h 3.1. D404EER OR BROOM MOCH WILL BECOME THE ENS Of RECORD (E.O.R.) I:: FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER] - DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. STEP 4 FOR SIDELITE COMBINATION WITH DOOR USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELECATED i �� •� �— dFOwortg no. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. SEE MULLION CAPACITY CHART ON SHEET 4. ENGINEER TO THE P.E.D. ENGatEER SHILL SUBMIT TO THIS LATTER THE SITE i i� . SPCC61C DRAWINGS FOR REVIEW. �i \ `� STEPS THE LOWEST VALUE RESULTING FROM STEPS 2, 3 •�10 t W 6—% t LABELING TO COMPLY WITH SECTION 1709.9.2. D- tHrs P.E.O. SHALL BEAR THE OATS AND ORIGINAL SEAL AND SIGNATURE Of AND 4 SHALL APPLY TO ENTIRE SYSTEM. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED It, '��TII11111L�t�` 'sheet 3/16- HEAT STREN'D. GLASS 090 Intedayer Trosifol PVB By 0 Inc.' 'Kuroroy America. 090" Interloyer SentryGlos O 'Kuroroy America, Inc.' 090" Interloyer Saflex Clear And Color Glass BR 'Eastman Chemical Co.' O 075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' . CLASS � SILICONE � DOWSIL 985 DOWSIL 795 m M/ i Mt DOWSIL 2400 n a Q W M4 M4 SOUARE BEAD 0PT1oN GLASS TYPE 'A' 7/ 16- OVERALL LAM. C — 1/4" HEAT STREN'D. CLASS .090" Interloyer - Trosifol PVB By 'Kuroroy Americo. Inc.' r 1/8" HEAT STREN'O. GLASS m I SILICONE m Z DOWSIL 983 IA a IN n 4 s —3/16" HEAT STREN'D. GLASS r 3/8" AIR SPACE 1 ; 3/16" HEAT STREN'D. GLASS 090" Interloyer y1. Trosifol PVB t Kuraroy America. Inc.' OR 090" Interloyer SentryGlas By 'Kureroy America. Inc.' OR 090" Interloyer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' 1 OR 1 075 Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 3/16" HEAT STREN'D. GLASS �JSILICONE DOWSIL 5 DOWSIL 795 DOWSIL 2400 t NOTE: EXTERIOR UTE OF GLASS TYPE 'At' TO BE TEMPERED FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. GLASS TYPE 'Ai' 1' OVERALL INSUL. LAM. CLASS 1/4" TEMP. GLASS l-3/8" AIR SPACE \t1/8*.HEAT STREN'D. GLASS 90" Interloyer rosifol PVB y 'Kuroroy Americo, Inc.' 3/16' HEAT STREN'D. GLASS SIUCONE DOWSIL 983 GLASS TYPE 'B' CLASS TYPE if 7/16" OVERALL LAM. GLASS 1' OVERALL WSUL. LAM. CLASS 3/8" AIR SPACE CONSISTING OF: SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOWSIL 791 GE 2000 • Na 81223 C gv drawing no. Sealed: 10/19/2020 %s �'% W16-71 FL #22551 Isheet 1.1of 12 V 39 3/4' 76' ^ � W FRAME WIDTH FRAME WIDTH I � i 36 3/16' 36 3/16' i LEAF WIDTH LEAF WIDTH HEAD ANCHORS I 0 ` /- AT STILE ENDS i - 26 3/16' 26 3/16' / (4) AT 3' O.C. ! f lu a SURFACE APPLIED � � SURFACE APPLIED D.L. OPG. m D.L. OPG. I '� 0. FALSE MUN SEE 1 '� m W FALSE MUNTINS ' m z 0 O MAY BE USED < a MAY BE USED a 0 �o a 0 No pm MO rz In 8 III \ 0t,a �I I . I E \ IQWoii h I t l j• \\ Q W O1 I I = II i/ I I La IM C`i I al T= OM I I 6�f I W II n h w n ♦ / .J. a+ m of mIL o 2 a to ' / '405 II / It / xsx z x I, j1�i I O J W I ACTIVE I ACTIVE INACTNE c 2 J .o L�,��12 SILL ANCHORS 7 8'MAX. F� X I 7 5/8' MAX. MAX ` - -� AT STILE ENDS B 1 Li H SILL HEAD HEAD/SILL HEAD (4) AT 3' O.C. coR RS SILL CORNERS SILL STD. SILL STD, SILL SINGLE OR DOUBLE DOORS WITH ADA SILL TYPICAL ELEVATION TYPICAL ELEVATION ( X ) ( XX ) c ��o t: j v i v I jo I cN c� a ffl' > ! _. cl �� °�". - •�� '�i� to 0 a No. B1223lk t `' NOTE: GLASS D.L.O. FORMULAE: = $ 5 GLASS CAPACITIES ON THIS SHEET ARE O.L.O. WIDTH - FRAME WIDTH - 13.563" (X DOORS) �Q '•. ST O •<(/� drowin no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) - (FRAME WIDTH - 23.625")/2 (XX DOORS) Sealed: 10/19/2020 %`�• • ;A AND FLORIDA BUILDING COMMISSION D.L.O. HEIGHT - FRAME HEIGHT - 11.438' (STD. BOT. RAIL) ��/ss •�wl 6— DECLARATORY STATEMENT DCA05-DEC-219 - FRAME HEIGHT - 14.875' (HI -RISE BOT. RAIL) FL #22551 �'�� NA1111```` sheet 2 of It / 1 I 11 v m � 0 0 u II 11 � J II \ 11 \ II YI ---Irk _ 11 \ SINGLE DD LOAD CAPA - PSF GLASS TYP ' ' B' & 'B1' FRAME LEAF THRESHOLD TYPES EXT.(+) W WiOTH HEIGHT WIDTH HEIGHT 39-3/4' 46' 36-3/16' 93-9/16' STD. 80.0 i 80.0 39-3/4 i 96' 36-3/16" 93-5/8' ADA 80.0 i 60.0 u / /n qgJ / /' V m o � c II n � J It \ II \ It I II \ 11 I � 1; \ 11 T II 8 \ DOUBLE DOORS LOAD CAPACITY - PSF GLASS TYPES W. 'Al*. 'B' do 'Bl' FRAME LEAF THRESHOLD TAPES EXT.(+) INT.(-) MOTH HEIGHT WIDTH HEIGHT 76' 1 96' 36-3/16' 93-9/16' STD, B0.0 80.0 76' t 96' 36-3/16' 93-5/8' ADA 80.0 80.0 1 C /) � tiJ W � a � m o m a o i \ 1 I \ 39 3/4' FRAME WIDTH 36 3/16' LEAF WIDTH SURFACE APPLIED 1 26 3/16'D.L. OPG. W. FALSE MUNTINS MAY BE USED z W. A I ;, 0 aj 1 I 1 / n � l I W rn 4 -+ O o-----n----- I \ n G II C \ „ II li I I n\ u I � 11 I u B \ Il ' ACTNE \Is I 7 5/8" MAX. I 12MAX. HEAD/SILL HEAD CORNERS SILL STD. SILL TYPICAL ELEVATION ( X ) SURFACE APPLIED FALSE MUNTINS MAY BE USED w rJ -1W CA = C, 12 218a m SINGLE DOORS LOAD CAPACITY - PSF GLASS TYPES 'B' & 'Bl' FRAME LEAF THRESHOLD TYPE EXT.(+) INT.(-) WIDTH HEIGHT WIDTH 1 HEIGHT 39-3/4' 106' 36-3/16' 105-9/16' STD. 80.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTIN E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 36 3/16" .EAF WIDTI 26 3/16- 11 , II C - 11 u/ II J W In II / It -----' ---_- N T✓ CD o a O- \ --==--j----- -T1----- J C J \ 11 C \ II II f 1 r I II II ^\ 76" i HEAD ANCHORS .- AT STILE ENDS (4) AT 3' O.C. m W 1 I \ I 1 I E\ I 1 I! \ I I i I I I I I •/ / 1 / / / I I f / / In I lit ACTNE )- `,INACTIVE 7 5/8" MAX. I -MAX 12'SILL ANCHORS � - AT STILE ENDS HEAD/SILL HEAD (4) AT 3" O.C. CORNERS SILL STD. SILL TYPICAL ELEVATION ( XX ) DOUBLE DOORS LOAD CAPACITY - PSF GLASS TYPES 'B' & 'BI' FRAME LEAF THRESHOLD TYPE EXT(+) WT.(-) WIDTH HEIGHT WIDTH HEIGHT 76' j 108' 36-3/16' 105-9/16' STD. 80.0 1 80.0 GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH - 13.563- (X DOORS) - (FRAME WIDTH - 23.625")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 11.438" (STD. BOT. RAIL) - FRAME HEIGHT - 14.875" (HI -RISE SOT. RAIL) V 3W Z o 2 I W ZIL a 4 Qa �� o O � cm U d �, N Mct Z V ty' o» C 8 odoQ o f3ta i NO Q Me ,� W N o Ma �! Q saa M 2 R r� m r< � v I g o kn C3 _2 J� C Jw z NIV-)aln 00VMi' � C 0 3z� o�o I vi 0 v W Li j ````�� • `• F, No. M22 LU a Sealed:10/19/2020� =�ki� drawing no. FL #22551 �'�ii 1 `�� sheet 2.tof 12 96' + + u u I I 1 1 c �m m {mm mLo m N N m 4m Cf V r0•f � po A� %U 0 N� o+ w w Dy N m\ m vlZilo rn o� v Np _ s ��> p Nmb Z- -- +m ink a0i \ rl 1 W toIn N TI c� . _ Q: CA z 'U to W In 'n co 0) co ((yp O O O O 12' o c c b + MAX, LLJm X, JAM§S _ CORNERS o o c o c i v v r, 96- v o f m v _ c 4 m � O N �m mA z v ro°i c to r�, rr p g P, ICn = c m\ O(Zn0 II II G N r ,^ r m omr_n mN _ M LA 1nA S x r N w r + m Pm + I = vmm w m y r1 p o , rnoAOA ^�i yi wNm x � j o ca D Q In U if ro \ v N = P O. O OI r O FN Y I + X r+ , o X 1 r•+ ' I O v ' x vyz N Ile 'rN u rn m Wimcrn •� ANo (D rmn m x a .. r N N 0 �`++ rn CA �m =rn o — -- o w N'�' A! X. 6' MAX. S JAMB z CORNERS ��•• 0 n 0. Oats: 11-20-18 fev1slo�s ,,. ES-EL300 ALUMINUM OUTSWING DOOR (L.M.I.) AL-FAROOQ CORPORATION 1a �o no d8% escriAtlon drwe, E.S. WINDOWS, LLC ENGINEERS T PRODUCT DEVELOPMENT3550 N.W. 49 STREET 9380 SUNSET DRIVE, SUITE 220 MIAMI. FLORIDA 33173 (C.A.N. 3538) MIAMI, FL. 33142 TEL (305) 264.81oo FAY. (305) 262.6976 --� • by TEL. (305) 638-5151 FAX. (305) 638-5158 - COMP -AN - W16-71E5 SIDEUTE FRAME HEICTH 93 9/t6' SIDEUTE PANEL HEIGHT 84 9/16' D.L. OPG. (STD, RAIL) 81 1/$' D.L. OPG. (HI -RISE RAIL) \\ 2) 11 , u 11 it a II I II 11 11 I 11 � 1 li 11 11 � I. II li SIDELITE FRAME HEIGTH 93 9/16' SEDEUTE PANEL HEIGHT 84 9/16' D.L. aPc. (SM. RAIL) st t/a' O.L. aPG. (HI -RISE RAIL) -- x tl II 11 .i II II a ii ,1 II 11 II 11 / II tl II 11 - �r-----R-�c�Cr -- �I \v•1 I, n 1 11 i 11 �I n ,I If L � ,SI II II \ 1 I i 39 3/4' CORNERS SILL TYPICAL ELEVATIONEL�ATION ( 0 ) 152 5/16- FRAME WIDTH 36 3/16" 36 3/16" 36 3/16- PANEL WIDTH LEAF WIDTH HEAD/SILL ANCHORS PANEL WIDTH AT STILE ENDS 26 3/16" i 26 3/16" (4) AT 3" O.C. 26 3/16- SURFACE APPLIED Ln 12 FALSE MUNTINS D.L. OPG. D.L. OPG. D.L. OPG. I m ix a MAY BE USED - , - - ' a F A to 0 f !� _ . SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) GLASS TYPES 'B' k 'BI' FRAME PANEL I THRESHOLD(+) TYPES tNT.(-) WIDTH HEIGHT WIDTH HEIGHT 39-3/4' 108 36-3/16- 105-9/16-1 STD. 1 80.0 80.0 45-3/4- 92- 42-3/16' 91-9/16" 1 STD. 1 80.0 $0.0 SIDELITE WIDTH - FRAME WIDTH - 1-5/8" (SEE CHART ON SHEET 4) callZW \ p a, < a a w o Ir H i, II II I I li li 11 'J 11 li II W II ri m r In o a o =_-_-- ---- --n----- a c II Il II 11 n n It n 11 II li 7 5/8" MAX. li I I -E _01 J -- Z-111---- I ! \ _ 7- II � I I I I --tr---- I I Il 1�11 / II\ Ifni / II \ 111�• �! I / 11 VE j ri,% 110NACTIVE i RS FE L;, MAX... �SILL TUWONS SELL TYPICAL ELEVATION ( O—XX—O ) NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 98.7 SO. FT. D.LO. HEIGHT (SIDELITE) FRAME HEIGHT - 11.438" (STD. BOT. RAIL) = FRAME HEIGHT - 14.875" (HI -RISE SOT. RAIL) O.L.O. WIDTH (SIDE LITE) m FRAME WIDTH - 13.563" U W Z 03 h i# 0 Z '" Q a '4 0 Op`v U Owe W W Q jr 0('iN� 0pLi' 0ao<vo 0�100N 0 QWMI<� N po Jnm< Q M k' ! � n v I O a n z S �t C J111 z Nov a 01 „� w -+ O +h alo a Z3_j�o �0 g W W Ir) .�� pt • F.��gQr;' No. 81223 Sealed:10/1912020 �. '�: drawing no. ` FL } 22 5 5 1 ,��11lIIIti1��`` sheet 3.laf 12 M w cD n .1 r � N 1� iV N CA O ° TI � � a aatr. 11-20-16 n I a.. er: Tnaa �s� a hol dole is dcscrtD ion p0000p :E ;am;o To VIN00'" ;�mm0 gmrnmN O to Cprr�- >A Z�-_,� m ZOPNm ",n Am= p�z� r mQN rm(.W z;p '9 0O � 'A ONO rn O Z� -� r4 Am m to rn m F oil coO CD O CD O IN. O N m O N CUD O t m X {j 0 tFrd�f � z zm $d m o zzAm > 1 M O a 0 CD U p U O� 0 0 CD CD 0 0. CD CD 0 O O 0 0 O . 0 0 CD CD CD 0 0 m 0 y 'V O C N N O m O O O In G O 0 0 0 0 0 0 ..+ O D O .D _m I M T In o� 0 ^ 2 � �l F-00- / \ 3 R n- m / \ U. 0 1 LA �m i 1 v mA 3 o _ o O m =r o � n x X v O 11 =AA \ / vv = m O �o w lyi s ES—EL300 ALUMINUM OUTSWING DOOR (L.M.I.) AL-FAROOQ CORPORATION E.S. wiNoows, LLC ENGINEERS m PRODUCT DEVELOPMENT 9380 SUNSET DRIVE. SUITE 220 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 (C.A.N. 3538) �C' MIAMI, FL. 33142 TEL/305)2648100 FAX.(305)2B2.6978 ILL (305) 638-5151 FAX. (305) 638-5158 C7 COMP-ANL\W16-71E5 u nnnR FRAUF WrYINT co m N l9 a 0 G [dale: 11-20-15 0 � f, scale: }�8' . 1 • rn� I ar. er: uaw G Ichk. Cy: ES—EL300 ALUMINUM OUTSWING DOOR (L.M.I.) E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI. FL. 33142 TEL. (305) 638-5151 FAX. (305) 638-5158 AL-FAROOQ CORPORATION [a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SUITE 220 MIAMI. FLORIDA 33173 (C.A.N. 3538) TEL. (305) 26"100 FAX. (305) 262-6978 COMP-ANL�WWls-CIEs ley EDGE GIST. WOOD BUCK 28Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 �r ------ --- ------� j� F.B.C. APPROVED Ij I i CUPPED MULLION I !SEE SEPARATE APPROVAL I I !I ---------- ----- { 74 I W xS�W W •' i �a W I� 3 Id v. fA VI IrE= CHORS TYPICAL ANCHORS TYPICAL ANCHORS TIEEIELEVS. CAL ANCHORS SEE ELEVS. SEE ELEVS. FOR SPACING FOR SPACING FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING " DA ULTRACON+ BY WALT' (Fu-164 KSI, Fy-148 KSI) TO 26Y WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) 1/4" D1A S OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR 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 = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CONCRETE AND MASONRY = 2-1 INTO WO = 1 " INTO METAL STRUCTURE a 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 YIN. CONCRETE AT HEAD. SILL OR JAMBS rc - 3DOO PSI MIN. C-SO GROUT FILLED BLOCK AT JAMBS 1•m - 2000 PSI MIN. Z z Qa �^ ,0 pm v ?Nf CMMor� patio 0.3sua1 fY m Z O ry aWN"-o 30F ��yy Q Uzi(onF R - u h J a O � S „ Z O J W D: H N z 3Nvm 0 v. a Z3�`° N Lj tn Q JJ LaLLI Ih X. W DOOR DETAILS ; {cn-. o ` 5 No.8122 n �-0 � • � Z o : v r3 Sealed: 10/19/2020 :� '� drawing no. W16-71 FL #22551' ��1Sf�A1{�;`� ` sheet 6 of 0 TYPICAL ANC SEE FOR SI PFETT LOCK LOCK 1/4" MAX. TUCK ,CAL ANCHORS ELEV, SPACING FOR SPACING BY 'OOD BUCK 1 IRS N u W m 0 Qi an 0 p p IL10..� 0 VA4i' �0rm rr � aOa 4 ONNam QMzO {il y 4 C IL 0 (D a us 01 R :5 8 0 5 IS O --1 W z �Nvn aIM in anm 8 3z1L 2 y v; 0 � W Lj n g - TYPICAL ANCHORS I 1 SEE ELEVS. io FOR SPACING v U , i 1. DOOR DETAILS toa ``111111111��r' Les c No. 8122 n u Sealed: 10/19/2020 :® �� drawing no. ' W1 6-7 FL #22551-�s�A�`% (sheet— t 7 o r i 0 In CD 0) m �J J r � J co 0 � N CJ1 O r `��11111111�� Oyd 9> '/,, r A x 0 o. Leot.: 11-20-15 trevisions: _ J ES-EL300 ALUMINUM OUTSWING DOOR (L.M.I.) AL-FAROOQ CORPORATION I a c _ no o e 46fcr—o ion ti ENGINEERS & PRODUCT DEVELOPMENT xokc 3/5' - t' E.S. WI{�QOW$, LLC 93650 SUNSET DRIVE. SUITE 220 f -- 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 (C.d.N. 353B) I Or TARX) MIAMI. FL. 33142 TEL (305) 26"100 FAX. (305) 262-6978 cha. by -� - TEL(305) 638-5151 FAX(305) 638-5158 r "` cnua_ew\wta_71cc u i� 0 x rmn mix z< ton Fill rn m e, m e •, a rmrl/ m e z O t ' 1/4" MAX. N SHIM SHIM SIDELITE FRAME HEIGHT T SIDEUTE PANEL HEIGHT _ 0/ D.L. OPG. EXTERIOR 1 /4" MAX. N (D w (D r � N � O N N C)► O F„ \\\11111(11//j (/J C J� �� . •� tom-' Fla a (revisions: ES-EL300 ALUMINUM OUTSWING DOOR (L.A(Q AL-FAROOQ CORPORATION - o ii c cscr� �o� a ` t E.S. WINDOWS. LLC ENGINEERS & PRODUCT DEVELOPMENT :O) _ 9360 SUNSET DRIVE. SUITE 220 ----- - - .- 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 (C.A.N. 3538) /► ° ur. e>r TAaoo M1AMI, FL. 33142 TEL (30lS) 2848100 FAX. (305) 262-0978 �r --"'- J v ' - ° enk by "' —_- TE4 (3Q5) 638-5151 FAX. (305) 838-5138 COMP VI p V: 0 Ml y 9 r L� cp(o 03 cT 1�y a co r o i � N N C N N C3) o t31 ►�1)tlllrrrr 'Ile . O n D 1 N A 1� N ci a0t• 11-2o-1c (revisions: �,..._+ �� ES-EL300 ALUMINUM OUTSWING DOOR 4.M.1. �.�,_._,_� ( ) AL-FAROOQ CORPORATION a no o e ascn-icon -- s. Kok+: 3/8�t• E.S. WINDOWS, LLC ENGINEERS 8r RDEVELOPMENT D 9380 SUNSET DRIVEIVE,. SUITE SUITE 240 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 (C.A.N. 3538) MIAMI, FL. 33142 TEL (305) 26"100 FAX. (305) 2626978 fc -� o hk. Dy --' TEL. (305) 638-5151 FAX. {3p5} 83B-5158 Ir— rnuo_eeu�w,c_�.c� LOCK OPTIONS: OPTION 01 MAX. FRAME HEIGHT = 96 IN. MAX. LEAF WIDTH = 36-3/16 IN. MAX. DESIGN LOAD = 80 PSF ACTIVE LEAF: SURFACE MOUNT 3 POINT MORTISE LOCK SYSTEM BY 'INTERLOCK USA' KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR LEVER TYPE HANDLE AT 43-5/8- FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4- MIN. AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4" FH SMS INACTIVE LEAF: SURFACE MOUNT 2 POINT LOCK SYSTEM BY 'INTERLOCK USA' LEVER TYPE HANDLE AT 43-5/8' FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4- MIN. AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4- FH SMS i= I i I I� \ I I I I ACTIVE I 1 35^ S/16" LEAF W. / J \ v / Ix S \ / \ I / ' ACTIVE i INACTIVE HINGE OPTIONS: OPTION # 1: 35 5/16- LEAF W. 4-1/2" LONG FLUSH MOUNT STEEL BUTT HINGES BY-HAGER- FASTENED WITH 12-24 X 1/2- FH MACHINE SCREWS FOUR PER HASP(LEAF). TOP AND BOTTOM HINGES AT 7-7/8' FROM EACH END (1) HINGE REDD. AT MIDSPAN FOR 82" HIGH DOORS WITH STANDARD THRESHOLD ONLY. ALL OTHER DOORS TO HAVE INTERMEDIATE HINGES AT 26-3/8- O.C. MAX. OPTION 02: MAX. FRAME HEIGHT = 108 IN. MAX. LEAF WIDTH = 36-3/16 IN. MAX. DESIGN LOAD = 80 PSF ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'BALDWIN' LOCATED AT 37" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 45" FROM BOTTOM CONCEALED FLUSH BOLTS FB-1202 BY 'SULLIVAN do ASSOCIATES' 1/2- X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 12" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) /B-32 X 1/2- FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS FB-1202 BY 'SULLIVAN do ASOCIATES' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2- FH MS I / aoo ^S \ ACTIVE 35 5/16" LEAF W. OPTION #2: N a c I\ x W is �o \ / ACTIVE V INACTIVE 35 5/16" LEAF W. STAINLESS STEEL ATHENA HINGES BY 'SECURISTYLE' FASTENED WITH 12-24 X 1/2- FH MACHINE SCREWS FOUR PER HASP(LEAF). TOP HINGES AT 9" FROM TOP BOTTOM HINGES AT 7-1/2" FROM BOTTOM (1) HINGE AT MIDSPAN Z mm Z.,�` m Q IL n a I ° W, C4 IL " C tot m V � yI el (70'_m 0 pd 00yco �m O n Q uJ -1 W In30 n 4(w0i W- _� m g C� z v 5 9 t O -J W !L' z NInC h 3 0zi �� z �a 3zu� w N0 Q W W len) No. 81223 I I R • � �� l a Y a u '•. ST (y drawing no. Sealed: 10/19/2020 /. e o'�;� W 16-71 �S'' FL ##22551 C � C C C L � �^..1 � m_ � m_ m� m_ A 4 N p. � V OI N+ 4 O w W V vi u� ♦ 4 N O (I`I i O 4 � r' ! 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AL-FAROOQ CORPORATION a I^ C p n0 oie esCn _ion_ ENGINEERS & PRODUCT DEVELOPMENT . Kam.: J�6• . E.s. WINDOWS, LLc CA --- 9360 SUNSET DRIVE. SUITE 220 — 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 (C.A.N. 3538) , v _ — _..____ MIAMI, FL. 33142 TEL(ao6)1$4811K1 FAX. (305)2t326979 N - ► ? cnk. by: 1 TEL (305) 63B-5151 FAX. (305) 638-5158 L COUP-ANL\W 16-71 ES� 4 000 ----- �- 1.600 °, 1.400 1.730 875 4.125 � � 080 I TYP. .793 793F�•j -231 I �- - - --� I Vul W � -� 3: : c „ P. 2.416 3.625 TYP. 4.500 1.490 2.065 873ro62 873 873 .062 1. 22 1.222 062 1.222 2 P. TMP -� �--- � f. W Z0 Q V a IL E13 Ei4 E15 IxO � G ? H '1 El\ FRAME HEAD/JAMB 1 480 I-- E9 ASTRAGAL STILE (ACTIVE) GLASS STOP (LAM. GLASS) GLASS STOP (INSUL. LAM. GLASS) ° �% ain1 I C Or a m Oaco 1.400 5 796 t 319 -1 188 F TYP. �- ( T!P 2.065 I .070 JL 1.490 TYP. 4.000 A 3.t82 1 827 .120 070 T TYP, 1.5100 .456 �3.985� E4 TOP AND BOTTOM RAIL C rn y a ' Q 2 {L Z p J a a Q p .•. � ' 1.480 r- _ 3� -- E2 FRAME SILL (STD.) ' i I 080 TYP. 8.000 I 1.740 2.096 I---4.125 I E10 ASTRAGAL STILE (INACTIVE) L.303 �1.600-J r- 2.516 1° 'O p ,� z ts 729 .080 1.173 ti- TYP. 7 1 - 5m 250 I -� 7.125 Et6 SNAP IN FILLER E22 MULLION J N ^ v n M- 3.979 Q r A N'1 E3) FRAME SILL (ADA) 3 Z .Qi Ln 1.226 1�.. 324 F�-1.730 -�-! 4J M+ L n HI -RISE BOTTOM RAIL 1.314 Etl ADA W'STRIP ADAPTER 5.000 080 TYP. 1.750 1.4I90 � 0 e 045 -� TYP. 1.066 L 1 c t+ 1.696 4.125 --� O Elz FRAME COVER E6 JAMB STILE ,�1111i111/I��I c 045 TYP. 1.383 1.118 ' b I f .289 711 F r .287 _f 3.182 i 3p 81213 303 I� -� • y Rlo ' Y a -- 1.706 {��-� 060 .040 070 ��••. 5T •�({/� Sealed:10/19/2020 ' drawing no. sheet 11 of 12) Et8 FRAME COVER :E 99 COVER STD. SILL E20 COVER ADA SILL E17) EXTERIOR TRIM FL #22551 /i��Jjjj1j11�� Io d C N 11. -..-------- --- r o ccil 0 u ej'�� umi ? a W- n-20-16 revisions; _ ES-EL300 ALUMINUM OUTSWING DOOR (L.M.I.) AL-FAROOQ CORPORATION a ...__- n o no a e escn ikon-.-�-�� ENGINEERS &PRODUCT DEVELOPMENT i. �ocl� va- - t' E.S. WINDOWS. LL`i 9360 SUNSET DRIVE. SUITE 220 ' 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 N � � (d�. by: ThmO .__.. .._... ._ (C.A.N. 9538) /� J 2 MIAMI. FL. 33142 TEL (305) 26"100 FA%(305)262.6978 !J N chk oy: "- TEL. (305) 638-5151 FAX. (305) 638-5159 - -COMP-ANL W 16-71 E5 M IAM 10 MIAMI-DADE COUNTY �- 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.miamidade.gov/economy ES Windows, LLC 3550 NW 491h Street Miami, FL 33142 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 11EL400" Aluminum Sliding Glass Door - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-73 Rev C, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16 and last revised on July 22, 2021, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Elevations in sheets 1, 2, 3, 4 and anchors requirements. See Header anchor capacity charts in sheet 6 and Glass capacity VS size in sheet 5. Overall Lower Design Pressure (DP) controls for entire the assembly. 2. See sheets 7 thru 13 for various configurations, tracks, pockets, non -pockets and allowable frame area. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Baranquilla, Columbia, S.A., series, and the 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 renews NOA # 21-0728.02 consists of this page 1 and evidence pages E-1, E-2, E-3, E-4,and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 22-0118.06 Expiration Date: July 20, 2027 i1S S qn Approval Date: February 24, 2022 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approval. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, 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) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-009, dated 06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification issued on 07/13/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014) and FBC-6th Edition (2017), dated 06/20/17 and revised on 07/13/17, 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) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glass® (Clear and White) Glass Interlayer", expiring on 07/04/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/145 expiring on 11/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014) and FBC-61h Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 1s 7 I- L4'".�. ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 22-0118.06 Expiration Date: July 20, 2027 Approval Date: February 24, 2022 E - 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (continue) 2. Statement letter of no financial interest, dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 4. Laboratory compliance statement for Test Report No. BT-ESW-17-009, issued by Blackwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. 5. Proposal No. 16-1478 issued by the Product Control Section, dated 11/17/16, signed by Ishaq I. Chanda, P.E. 2. Evidence submitted under previous approval A. DRAWINGS 1. Drawing No. W16-73 Rev B, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16 and last revised on Dec 30, 2020, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-71h Edition (2020), dated 11/18/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 &-16. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. 4. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core", expiring on 11/11/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-711 Edition (2020) and No financial interest, dated 11/18/20, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Test Lab Compliance statement, as part of test report. ' S �� 7 j . L 4-1nje, Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 22-0118.06 Expiration Date: July 20, 2027 Approval Date: February 24, 2022 E-2 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER I. This NOA revises NOA No. 16-0617.02 and updates to FBC 2020 (7`h Edition) expiring 07/20/22. 2. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR) respectively (original copy in various ES approved NOA(s) files. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 22-0118.06 Expiration Date: July 20, 2027 Approval Date: February 24, 2022 E - 3 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Evidence submitted under previous submittal A. DRAWINGS 1. Drawing No. W16-73 Rev C, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16 and last revised on July 22, 2021, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS (Supplement test for sill riser part #ES-2020-041) 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) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum sliding glass doors, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-19007, dated 12/09/19, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Comparative structural section properties sill riser analysis, dated 07/07/21, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 &-16. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 21-0216.01 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/26. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-71h Edition (2020) and No financial interest, dated 07/07/21, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Test Lab Compliance statement, as part of test report. G. OTHER 1. This NOA revises NOA No. 20-1118.06 and updates to FBC 2020 (7t' Edition) expiring 07/20/22. 2. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR) respectively (original copy in various ES approved NOA(s) files. 3. Comparative Sectional properties analysis of sill Risers. � 5�� j • L�r�rn� Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 22-0118.06 Expiration Date: July 20, 2027 Approval Date: February 24, 2022 E - 4 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. New Evidence submitted A. DRAWINGS 1. Drawing No. W16-73 Rev C, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16 and last revised on July 22, 2021, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None C. CALCULATIONS (submitted under previous approval) 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 21-0216.01 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/26. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-71h Edition (2020) and No financial interest, dated 01/12/22, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHER 1. This NOA renews NOA No. 21-0728.02, expiring 07/20/27. 2. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR) respectively (original copy in various ES approved NOA(s) files). 3. Comparative Sectional properties analysis of sill Risers (under previous approval) 15�� ! • L�t�n�. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 22-0118.06 Expiration Date: July 20, 2027 Approval Date: February 24, 2022 E-5 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 22-0118.06 Expiration Dato0712012027 By I V -7 1 ZA-1 Miami -Dade Product Control PRODUCT REVISED as complying with the Florida Building Code NOA-No. 21-0728.02 Expiration Date0712012022 By 1s1-7 1 MlamPba a Product Control DAYLITE OPENING WIDTH: PANEL WIDTH - 5.688- DAYLITE OPENING HEIGHT: PANEL HEIGHT - 5.813" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.250- THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES ES-EIAQO ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 28Y WOOD BUCKS do BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE rY ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. POCKET JAMB ANCHORS INSTRUCTIONS: USE CHARTS AS FOLLOWS 15' MAX. 6- HEAD TYP. MAX 3" EAD ADDL. F PAIR b nrz- 95 3/8' DOOR FRAME WIDTH A F x \W W � e \R I 1 1: /1 ro x - O j t=cc = �I O O O 0 II 11 11 0.' 8 It (I It it Ilip _:'====_ FALSE MUNTIN OPTIONAL 42 1/2- 42 1/2- 1::48 .L. OPG. D.L. OPG. 3/16" HEAD ANCHORS AT INTERLOCK ENDS •CLUSTER OF 4 OR 6 SEE SHEET 6 FOR QUANTITY & CAPACITY 2 TRACK FRAME HEAD 2 TRACK FRAME JAMB 413 3/16 PANEL WIDIH n z PANEL WIDTH 2 TRACK � + FRAME SILL 6- MA SILL ANCHORS �AT SILL CORNERS 15, MAX. INTERLOCK ENDS 6- CLUSTER OF 4 Stu M. TYPICAL ELEVATION OX STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HECK. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 5 FOR THE REINFORCING OPTION USED. STEP 3 USING CHARTS ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP S THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. y�V i 0 •� °' a _W IT A. o� e t0i � Own 011 Q; O � 0 Ui'w 0 p ui H CY 0 g 0 0)0 a tQi z ra g aES C D N ��: •�cF�,sF• 1 O No. 2 r .0 S t - i 5 = v` �Q •' Sf OF > lV� droving no. -731 10" MAX. ANCHORS 'A' do 'S' 4' MAX. 6-1 /8' MAX. JAMB ANCHORS 'C' W z W>r CORNERS a O Ma x JESO b� o lv , S o a N1 -4 0 CM4 108' o N ° m 't '0' 0 W ° a �Nd O ZF: z mE tz m v + rn � N OD D v� 1 13/16" 1 13/16' MIN. MIN. Fu A O X X 'r . 0 r1P N — }F �p�Z 0AOA (A to moo m z I� N ,r N A c-x 13 3/4- W MAX. 6' MAX. JAMBS JAMB CORNERS r% D�a� d v+ Mugu ° 0 nn9 C o w� C o . + ` -4 a� 0 0 b N =' m a a N °._ `` 111�1�111 i,,�',',' - C d -01 > � ' -n c eot.: 11_2e_Ts revisions: ES-EL400 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a n no date cscn Ion ENGINEERS & PRODUCT DEVELOPMENT N A 07.12.17 REV. PER RER COMMEWS E.S. WINDOWS, LLC 9360 SUNSET DRIVE, SUITE 220 f 9 T1.oR20 UPOATEO TO =0 FW 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 (C.A.N. 3S38) C dr. by: TARIO C 06.23.21 NO CWXCE TWS SKEET MIAMI, FL. 33142 TEE. (305) 26"100 FAX. (305) 262-8978 0 D 08.04.21 NO CHANCE TKIS SKEET W W chk, by: TEL. (30S) 638-5151 FAX. (3D5) 638-5158 COMP-ANl W16-73ES DOOR FRAME HEIGHT 106 3/4' PANEL HEIGHT 100 1S/16' D.4 OPG. m „ n ii u u II II n II II II It u u n u m II II EI II L H+1 IV \e11t111f1f/// It �q7 �'•, 10' Max. ANCHORS 'A' & 'B' 4' MAX. JAMB 6-1/8" MAX. ANCHORS 'C' 3 x o pz CORNERS a iDs C � `��\\♦ � Lto ° � 17 m a ;a a O�n _4 V t08' o 12 m W .n C om �; oc: t' G A ^ � N 0 INB DOOR FRAME HEIGHT 105 3/4' PANEL HEIGHT 100 15/16- O.L. OPG. m n 0 u n It i1 tl II II it II t� -- -Ir---I•r===i1=--9r--tir--=1i = It 11 II 11 11�\�`U\♦ 11 ii 11 II II it EI EI 1� '+ ii II 11 11 4 4 L %[ % G C 'O 9a�0 N JA am -7 17 a O m �z a =m N p 2a Tq N F 13 3/4" MAX. -- _ 6" MAX' JAMBS JAMB CORNERS N H ES-EL40D ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a n ENGINEERS 6 PRODUCT DEVELOPMENT E.S. WINDOWS, LLC 9360 SUNSET DRIVE, SutTE 220 f 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 C.A.N. �r (908)264-8100 FAX(308) -697 c M lAMI, FL. 33142 TEL 2e2�978 TEL. (305) 638-5151 FAX. (305) 638-5158 COMP-ANL W16-73ES a doe.; 11-26-16revisions: c no a e escn ton 2 g. ttalr 3/8'�1'_Q• A 07.12.17 REV. PER PER COMMENTS (q ,p 0 I dr. by: TAMQ C 11.09.20 UPDATED TO 2020 P0C 06.23.25 NO CHANGE THIS SHEET 0 v 0 08.04.21 NO CHANCE THIS SHEET 10" MAX. 4' MAX. ANCHORS 'A' do 'B' CORNERS 6-1/8" MAX. ANCHORS 'C- z7: o ra m + 3 5/8" 5 7/16" MIN. MIN. it + _ a In z v� F Oct, to O114 - X — (� X 1. i p 1 x » + X �a� Zgpli% °; O >a or r Di fn �1 f- Omr-f�+ Arc 1 f f ANA-6 +`CL �007n: 0 0 c$ ch IL 0 I In I 1 r 1 cS X N 13 3/4" i C m 6" MAX. m MAX. rn n �� /� • • ' V �� y X JAMB Z S JAMBS x �c ` CORNERS o; �^ a revisions: a act•: 11-28-16 ES-EL400 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a n o no dole seen' t' ENGINEERS & PRODUCT DEVELOPMENT CF)•cd•: 3/8"�1'-0' A 07.12.17 M. PER RER CCYMEMS E.S. WINDOWS, LLC 9360 SUNSET DRIVE. SUITE 220 f A e f I.00.2o vPa.1Eo to 202o rec 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 (ce.N. 3538) C ar. by TARIo C 06.23.21 NO 0MGE TM ::Er MIAMI, FL. 33142 TEL (306) 2848100 FAX (305) 2824978 D 08.04.21 NO CIWiGE TKS SHEET w W cn11. oy: TEL. (305) 638-5151 FAX. (305) 638-5158 COMP-ANL W16-73ES � q II 11 II II rl 11 rr 11 � � =�K=_= N n u 108' � O A DOOR FRAME HEIGHT r N A' � c1 106 3/4' PANEL HEIGHT -r1 100 15/16" D.L. QPG. A _ ao O '^ . p. •-'7i 0 a_ O � ,wJe } V O O V o m � � O� c� n10 N N e c ZKM� a �aa o b r ; om�°c t 7 (� DESIGN LOAD CAPACITY - PSF AVERIt4E PANEL 111DTH wptES DOOR FRat1tE 11DG10 Diem INTERLOCK k ASTRAGAL STIIM 1TITHOUT RE[NF. INTERLOCK k ASTRAGAL ST11.ES WITH REINF. EXT.(+) WT.(-) EXT.(+) tNT.(-) 30 36 42 47-1/4 48 54 60 8 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 60.0 60.0 80.0 80.0 59.1 1 59.1 78.8 78.8 52.5 52.5 70.0 70.0 - - 47.3 47.3 30 36 42 47-1/4 48 54 60 84 60.0 60.0 60.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 50.0 80.0 59.1 59.1 78.8 78.8 52.5 52.5 70.0 70.0 - - 47.3 47.3 30 36 42 47-1/4 48 54 30 60.0 6D.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 59.1 59.1 78.8 78.8 - - 52.5 { 52.5 30 36 42 47-1/4 48 96 60.0 60.0 80.0 60.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 50.0 60.0 60.0 80.0 80.0 - - 59.1 59.1 30 36 42 47-1/4 48 102 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 60.0 - - 59.1 59.1 30 36 42 47-1/4 108 - - 60.0 60.0 - - 60.0 60.0 _ _ 60.0 60.0 - - 60.0 60.0 [tr p US f7 E:L n cu r cu a all AVERAGE PANEL WIDTH a DOOR FRAME WIDTH NUMBER OF PANELS DOOR HEIGHT AND WIDTH S12E MUST COMPLY EGRESS REQUIREMENTS PER FBC AS REQUIRED. PRODUCT RENEWED as complying with the Florida Building Coda NOA-Io. 22-0118.06 Expiration Date07/20/2027 By IV- 1 Miami -Dade Product Control PRODUCT REVISED as comp) ngg with the Florida Building a NOA-No. 21-0728.02 Expiration onto0712012022 By Miam a o Product Contra 3/16' HEAT STREN'D. CLASS 090' Interlayer Trosifol PVB By 'Kuroroy America, Inc.' OR 090' Interlayer SentryGlas By 0 'Kuroroy Americo. Inc.' 090' Intertayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 075' Intertayer Soflax CP With PET Core By 'Eastman Chemical Co.' 3/16' HEAT STREN'D. GLASS \ 1 h n GLASS TYPE 'A' 7/1 OVERALL LAM. GLASS ALL EXT.(+) LOADS SHOWN IN CHART ARE FOR DOOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. GLAZING OPTIONS FOR DOOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXT.(+) LOADS AS FOLLOWS. FOR 3-11/16" SILL HEIGHT LIMIT Ca.(+) LOADS TO 80.0 PSF FOR 3-1/8' SILL HEIGHT LIMIT EXT.(+) LOADS TO 66.6 PSF FOR 2-3/4SILL HEIGHT LIMIT EXT.(+) LOADS TO 53.3 PSF SEE SHEET 14 FOR DETAILS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION [1r + u+ DECLARATORY STATEMENT DCAOS-DEC-219 ASTRAGAL W rI71 REINF. SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. 16" TEMP. GLASS �V 3/8" AIR SPACE 3/16' HEAT STREN'D. GLASS 0 b a 040' Intarloyer Trosifot PVB j. w 'Kuroroy America, Inc.' 4,' C ` a OR 090' Interloyer SentryGlas IL )t O By 0 'Kuraroy America. Inc.' O !- H t0 t� n 090' lnterloyer Clear And Color Glass Saflax 'Eastman CYO t9 p By Chemical Co.' 0 A. G OR G 4bE 075" Interlayer Saftex CP With PET Cora 'Eastman y 0: 1= O H N By Chemical Co.' z f- 3/ 16' HEAT STREN'0. CLASS Q U 101 i R n L12 Co Kpp m 00 in LLJ c H y NV1Cn 30 01 e) in GLASS TYPE 'A I' �_ 3 J m 1' OVERALL INSUL LAM. GLASS 8 3 Z V o i y N tQ - v W Uj r) 1 S M 3/8" AIR SPACE CONSISTING OF: C 2 R SPACER; ° o 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' u AROUND THE PERIMETER OF THE GLASS. 1 u M 112 SILICONE DOWSIL 791 W-;�t GE 2000 0 F�•rAi No. B12 UiLt drawing no. -73 �� •.!IZO OI`. �`� S3CL-9 tMVNV-dY(00 ecs�sa (9oe) xve oos9•►as (sot:) -131 (esss k v sJ eLvee valao•1a 'twvtw Oar 3MnS •3AIUC �sNns 09es 1N3wdOMA3a iznGO ld V SU33NION3 e N0LLVM0dH00 t)OOUVzl 1V to ti 98 C�co " o %- O u w, Q w �0.9 `$ r �• 009 E U E u� LSA zz m It a o co N ul ti 'o ki wr 4 04 0 �� C Ti�y37 � 9N iL p p 009�V� CL :0 Oz asks -erg (sor) tsts-erg (sor) •131 Z4t££ 'l3 •INVIiN 13381S 64 'M•N 055£ om 'smoaNIM 'S'3 i•rnn) MOOD SSYiJ smcnS vtnW OOi13-S3 133HS %U 3OWM3 ON iz'ro'a0 a 133HS SiH1 30WHD ON � 1ZTZ'00 3 OW OZOZ 01 0200dn OZ•60'1I a W 3 MW a3a aid 'w38 itrar4o v U011clipsep I N I a o ou p o) 0 0 C$ q f0 0 0 A O m co 0 0 G C ID t0 0 0 O O m t0 0 0 O O CD O 0 0 C O m m 0 0 G O co iiOD 0 0 O G CI m 0 0 G O W 00 0 0 O$ WW 0 0 00 m 0 0 0 0o lOO �D D o m 0 0p t00 10 0 0o �0 im • m S .+.. ( 0 0 0 0 0 I� n f 0 coi� 0 0 0 m n O 0O I: "� O O n n4i n v1 N nto O O W 0 n 0 0 0 0 0 0 0 0 0 0 0o O O O O O f N 0 0 0 •1 ^, �0 O O O •r 0 0 0 0 0 0 0 0 C 0 m C G7 co a$ GO n m 9 8 00o m n e aoo aoo a4i n m „ 1 � n � O ON p p 1DOO hppp OO rYf Il N O Opp mmmbN h r'1 NCA O O O O O O O O O O O O O D O 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 lglglg Co DIg coo scoDow n s 10 0 0 0 0 fo 0 0 0 W eo o� a� O O O of f N 0 0 i0 01 O O O O O O O O O O o vrd o d ao ao 4a $ $ n f ,0 $ $ i� o� l� n of ri m .c $ $ n n og n e .0a u e w e e z �n x 7C Hm CD� d .^;.. 1 0 0 G O m 0 0 C Q m W 0 0 pp C W co 0 0 O O$ co co 0 0 o 0 0 o O com 0 0 C C O 0 0 O$$$$$ 0 0 0 0 0 0 Q� 0 m 0 0 0 0 O O 0 0 o s m 0 0 C G 00 0 0 O C$ 10 w 0 0 to 0 0 0 w x i \ O b m o o g N 8 i� co O! O n O O o� O O D �D n O O O Os i� n 0 0 0 0 Q 0 0 .� 0 0 0 0 t3 W^i N 07 f co�qp T O Q 1�II y ri n n♦ I ♦ �n � O .O rf o f I f v> �o f .•f r 1 f �n f �I n• I ♦ On n0► • f oNf 1 �a +IvJ d M oiavl :�a vv 1 cm I _ S (� A{dx •o � 9t-QZ-tt :atop � DOOR FRAME W. y' I �o m 3 2 PRODUCT REVISED ., a as complying with the Florida PRODUCT RENEWED h / Building Cod* ns complying with the Florida LaF % J. NOA-No. 21-0728.02 Building Code Q 2 Z N a' NDA-No. 22-0118.06 d. 0 v n Expiration Data07/20/2022 d O x Expiration DatoO7/20/2027 l By 0 Miami -Dade Product Control y Miami -Dada Product Control 0 N EXTERIOR %P Q I,i 14 OX (SHOWN) C Da a $ XO p c. O o .+ DOOR FRAME W. C O rn H Ex OtLLI 14N O L6 C) 2 H ii i D NOTE: Q W 0 2 9 W ;: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. F 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET S. _ 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19.1LLL1[==1 — M 5a� m EXTERIOR �$ o XX (SHOWN) N n DOOR FRAME WIDTH x � OF J Z J W C � N 5t 3 M t JJ m O Z m W x via 0o W WM�� EXTERIOR X—O (SHOWN) DO alig = E ii ii J i. i• u u 4M w F F o- •o o- pp ~ N N N " ooa$^a EXTERIOR `�ltiitllrrrr� °e ` m " o OX—XX (SHOWN) `��: • vCEN3F = �� XX—XO gg OX—XO g XX—XX APPROVED CONFIGURATIONS W E NON—POCKETED DOORS OF '.� drawing rto. TWO (2) TRACKS RVO.--' W16-73 sheet 7 of 23 DOOR FRAME HT. --------------- POCKET NOT PART 1 OF THIS NOA 1 1 1 i------------- POCKET NOT PART I OF THIS NOA I 00 C) . •7;as 616%•. ....•,. '' 1`ft % 0 - C _ �o � a�. sy: TAalo Chk. br: X X xI 0O DOOR FRAME HT. r-------- POCKET NOT PART j I OF THIS NOA 1 I � i b -;sk- j POCKET NOT PART, I OF THIS NOA I I I I I I ► t DOOR FRAME HT. DOOR FRAME HT. ---------------. POCKET NOT PART -------- POCKET NOT PART 1 1 OF THIS NOA 1 1 � 1 X -0 1 Of THIS NOA 1 -ux 1 1 1 _ j- -j POCKET NOT PART I OF THIS NOA I a I I r-----------i I POCKET NOT PART I OF THIS NOA I I 1 I m m Z 01� J_ 0 a, -m9 0 N N 7 N m }- ' & C O V a It— m N D N1 m 0 A DOOR FRAME HT. r---------------, POCKET NOT PART ( OF THIS NOA 1 1 X X ,aX XN 8 J�1 r THIS A ! POCKET NOT PART OF THIS NOA � J A 0 0 o z ;o z c 0 A 0 N to m Z z rI-0o IIA m m N 3W O1n�9 3� 9 ao0 r^ & z m z to I\ $ m m c c x `o Cn (Arvl A Q .� ° to 9 Oi A O N cm, z - v � d id ES-EL400 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a Icn IOn�` ENGINEERS & PRODUCT DEVELOPMENT CM CE THUS SHEET E.S. WINDOWS, LLC 9360 SUNSET DRIVE, SUITE 220 f AlE0 10 2o2o rec 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 (C.A.N. 3538) G• CKWU THIS S"En MIAM I, L. 33142 TEL (305) 26"100 FAX. (305) 282-6978 Ckoj= M SHEET TEL. (305) 638-5151 FAX. (305) 638-5158 COMP-ANL\W16-73ES ODOR FRAME K. DOOR FRAME W. DOOR FRAME W. m x m x xx z x Ox x0x0 c i c xxxx 5 IIII � q x x xx Q \CC: oo q •�C��.\��• x0ox � p z rn o � x 2 R a A ;u z to- :t) I 01 y . . 0 0 11 tl a n N°f m c( V i »C w z w N V = ,� x+ m n 0 o N �O :0 ;a z m N N 4 rn c 0 �� Fn p e a t7 to z CA krnrotA Ll o O a n to in Z z n am -� z 9o rm+l��+l c i°i s z z �' C D O OJ 41 m fm7 N a N o a g ..... i_ V a► n ; z y� .. m c es� m � •OF �i i= rn rn z a date: 11-28-tg F�'IS1Ons: ES-EL400 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a ,Te c no a e n escson n ENGINEERS & PRODUCT DEVELOPMENT .nor: _ • 07.12s17 No CK4WE nns SKEET E.S. WINDOWS, LLC f 9360 SUNSET DRIVE, SURE 220 01 to e +,.0r so UPDATED r0 2m Fm 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 (c-4.N. 3538) C ar. M rARia c 0&04 21 NO OUKCE nos SHE5W MIAMI. FL. 33142 TEt_ (305) 26"100 FAX (305) 262-6978 v x D De.a.tti ao aw+ce r,as sK1:Er W L4 P (305) 638-5151 FAX. (305) 638-5158 16---- ii F ii F � i G a o- o- PXXX (SHOWN) XXXP PRODUCT REVISED r as complying with the Florida a Building Code NOA-No. 21-0728.02 _ Expiration onto07/2012022 ByXo SY�� MlarnlZbado, Product Control I I I I � K i• F � i• F i• � i• F i• F i• E S I z t 1 • I w 1 0 r---- Ll 11 1 PXXX—XXO (SHOWN) OXX—XXXP ii F 1 F ii J ii F % F % H o- PRODUCT RENEWED as complying with the Florida _ Building Coda NOA-No. 22-0118.06 Expiration Dato07/2012027 By I,w7I.Z& Mlaml-Dade Product Control NOTE: �V 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z q 3 REQUIREMENTS SEE SHEET 5. a h 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. a a 900 a u .j " a O�nn V p tti el GaoQ VA 0 n a US q^ JO2�a j Q lii � APPROVED CONFiraURATIONS AUGPXXX—XXX (SHOWN) POCKETED DOORS AUG 16 1!;_ XXX—XXXP THREE (,3) TRACKS PXXX—XXXP -76 n a 0 v Jjj z JW a Ix Q 1* M h 3z� N W Wtog��+ I. . WWJL�j 9 0 8T OF f drawing no. i�'Isn'•• ....01':�� W 16-73 w DOOR FRAME WIDTH NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURP05ES ONLY. 3 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z REQUIREMENTS SEE SHEET 5. n 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. F F F O gN� v u �aLUJ m OadQ XXXO (SHOWN) EXTERIOR Q 'A¢ �zA_: yO�Q.. DOOR FRAME WIDTH Q IiJ oM1 F PRODUCT RENEWED as complying vAth the Florida Building Code m H i• C N0A-11o. 22-0118.06 n w Expiration Dnto0712012027 a t' Ix n By 116%;Miami-Dade Product Control �C o o (A C g x U� Ll z JW XXXX (SHOWN) EXTERIOR v�i i CD 0 M n PRODUCT REVISED $ z 3 vz as complyingvrlth the Florida Gf o _ vc to Building Code NOA-No. 21.0728.02 vs rJ7 in a Expiration Data0712012022 W W n By IuK1 ( L Miami -Dade Product Control �XX N N 2 21 n2122 EXTERIOR DOOR FRAME WIDTH _ n M N C e (V n r 0 0 S n o ``ll111111JJJ�� Ctmuc ' VCENSF' -0 No. iL APPROVED CONFIGURATIONS Q'•.OF �,� drawing n0. XXXX—XXXO (SHOWN) NON —POCKETED DOORS �i�sS;' ..9�'''C9�� W16-73 oxxx—xxxx Au Z 6 1�� oxxx—XXXO FOUR (4) TRACKS JJJJ11Illltl� shoot 11 of 23 xxxx—xxxx F F F f F F r---------------t' j POCKET NOT PART 1 OF THIS NOA 1 1 >< 1 r n 10 0EW9 3 `ao0 ------------------� ft 17 o Vol POCKET NOT PART I a .., nom% C) I OF THIS NOA I o O a 3-1 A i a O� o } N oN V 13 03 T O N N d m to z III ao O Pmgsv N o own � 3 to� d,1 -� • $ A•'p e V sz 0 0 o 7 j: & - V m --------------- POCKET NOT PART 1 OF THIS NOA 1 t 1 1 O 1 1 1 x� X x rn x x rn z ------------------ ' D.vver urYr oaoi _ I"`11t�" 111 -��m m z0�z r 4 V1 W Z f� mm to rn C w FA In 9 20, z c Tn rl z a•+ rn - .9 a Cs zcnm;0 � c � ``,,I�Itc, 1 T l '' N —11 �• �� 0 q•.r z c �F' • 7 N �:�� N z O m CL d,t-: 11-28-16 revlslons: ES-EL400 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a o o no date escrl OMNT ion ENGINEERS & PRODUCT DLOPME _ �, L m.t2.17 No CwwGE INS SHcn E.S. WINDOWS. LLC 9360 f' Cn ,-'0 a 11.09.20 UPDXTEO To 2020 FIX 3550 N.W. 49 STREET MI Mt FLORIDA U SET sRIVE.�3 SUITE 220 N Er. try/: TARIO C C6.23.21 NO CIYVIGE SICS SHEET (C.A.N. JSJB) C MIAMI. FL. 33142 TEL (305) 28"29)0 FAX (308)262-6973 N GJ c cAk 0 06.o4.2t No C1tiVrC[ TNS SHEET TEL (305) 638-5151 FAX. (305) 638-5158 COMP-ANL�W16-73ES � POCKtT NOT PART + + OF THIS NOA + O_ 3( no O Cf r 0 Pmy C a i o . o m o ate. a No0 •( 0a W N :1 O �+ a co, "+ m^ z0zz 0m�oc X �v m 0 0 v Z Nm �+ Gtntno (n m Z Z z � q-0 = to m m C r C N 1An lA to A _1 i o z c m v as 0 mUl m t/+ ? { o aotc 11-28-18 revisions: ES-EL400 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a no o e description . ° ENGINEERS & PRODUCT DEVELOPMENT O) 51eaolr. _ A 57.+2.n�No CHANGE T 202 srEErATEO T 202 rec E.S. WINDOWS. LLC9360 SUNSET f ,p B t 1.09.20 UPDATED TO TOSS SHEET 3550 N.W. 49 STREET MIAMII.. FLORIDA 33173 SUITE 320 �• TARa c os.za 2+ Ho OUNCE nas SHEET MIAMI, FL. 33142 TEL (305) 26"100 FAX (30 ) 262.6978 �' D Dea.2t 1+0 d�AHCE THIS SHEET COMP-ANL\W16-73ES W 9 Mr� TEL. (30s) 538-S+s+ FAX. (305) 636-s138 if u cd �c u z � • 0 :t Wrn o A roLco� oz r .• CA St- 40 cSiS�. 1 AV =.18 1/2- MAX. OD.L. OPG. �•, EXTERIOR �+ 0 1O - -u - - - I------------------ --------------------- - i - -1 O O O EXTERIOR ��----______________________ �o 2 3/4' 3 1/8- 3 11/16- SILL HEIGHT SEE SHEET FOR UMITATt( a 0 T 0 E -m n a (20° a ' ppos 0 ^ ~ -•0 a •` im r (V S= 1. aV A ,1 M -4 a1 m 1/2" MAX. SHIM (LOAD BEARING) SEE CHART SHEET 6 1/2' MAX. SHIM (LOAD BEARING) SEE CHART SHEET 6 4 •� u ES-EL400 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION vER RER C6yME1t15 E$WINDOWS. LLC ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SUITE 220r3550 rREV. ftiva.lEo to �020 r� RaEss atVrsED,L. NW. 49 STREET MIAMI, FLORIDA 33173 (C.A.NI. 3538)♦+stl Snl MER OPTIONS c 33142 TEl (30S) 638-5151 FAX. (305) 638-5158 TEL- (305) 26"10o FAX (30E) 2648978�•r r��_.� COMP-ANL\W16-73ES TYPICAL ANCHORS: SEE ELEV. FOR SPACING MIN. 0R — AT HEAD — — — — — —7 u, 'TYPE 'A'- " + (Fu-164 KSI. Fy-146 KSI) I I INTO WOOD STRUCTURES " MIN. PENETRATION INTO WOOD i z THRU 1 BY E I W u' ° •o 1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. m U w ' THRU 28Y BUCKS INTO CONCRETE I N Lim 1-1/2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. TYPE 'B'- 1/4" DIA, ULTRACON+ BY 'DEWALT' (Fu-164 KSI. Fy-i48 KSI) DIRECTLY INTO CONCRETE TYPICAL ANCHORS SEE ELEV. 2" MIN EMBED INTO CONCRETE 1-1/2" MIN. EDGE DIST. I FOR SPACING TYPE 'C'- 1/4" DWL TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS I OR I INTO METAL STRUCTURES I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE PRODUCT REVISED ALUMENU IN. (6063-T5 MIN.) as complying with the Florida I Building Coda 1 8" THK. MIN. F 6 KSI MIN. ' / (Y ) NOA-No. 21-0728.02 IN CONTACT WITH ALUMINUM ToPLATED OR PAINTED) — Expiration Data0712012022 AT SILL — — — — By I5G-7!.ZA":-DLA. L*B'- ULTRACON+ BY 'DEWALT' u-164 KSI. Fy-ts8 K51) Miami -Dario Product Coatrot TLY INTO CONCRETE NCRETE — — — — — rr — AT JAMBS — — — — '' 'A'- 'DEWALT' TYPE 1/4" DA- ULTRACON+ BY -164 KSI. Fy-148 KSI) D STRUCTURES AnON INTO WOOD THRU 1 BY OR 2BY BUCKS INTO CONC. OR FILLED BLOCK 1-1 /4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. EMBED INTO FILLED BLOCKS TYPE '8'- 1/4" DA- ULTRACON+ BY 'DEWALT' (Fu-164 KSI, Fy-148 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 2" MIN. EMBED INTO CONCRETE 2" MIN. EMBED INTO GROUT FILLED BLOCKS TYPE 'C'- /4" DUA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS I OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — — ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY - 2-1/2" MIN. (UNLESS SPECIFIED OTHERWISE) INTO WOOD STRUCTURE a 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f e - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS t'm - 2000 PSI MIN. METAL STRUCTURES EDGE DIST. t 13/16- THK. MIN. WX7Ur • v WN n.'•► u7 TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 22-0118.06 Expiration Date0712012027 By MIaml-Dado Product Control I� __ -- -__ _ _------� Il MIAMI-DADE COUNTY APPR'D MULLEDNI II SEE SEPARATE NOA II II II II I w 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WDW.' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ' MG l 6102 TYPICAL ANCHORS SEE ELEV. FOR SPACING Z f° h� h HW z '00 p� vQuia 0 0 Ito Qwv) a -lass J QWW'E9 d � a m S v JU c � 00 IM 17 m o z �i 2 3zL6 NCR rn 2 a -j W L1.1 r7 2 W IN �4 N NO. 51 14 '•,. ST � •�� droving no. :;........ �� W16-73 TYPICAL ANCHORS v SEE ELEV. FOR SPACING- •v . � z n � • v W U tom) O a r .• ,1 1/2' MAX. LOAD BEARING SHIMS TYPICAL ANCHORS • . SEE ELEV. ° FOR SPACING m N � G W. Ld IA W UO 1 /2- MAX. LOAD BEARING SHIMS 0 o REINF. AS REDD. PANEL WIDTH E19 SEE SHEET 5 �� FOR CAPACITY Mil rn (MI6)E[ 10) D.L.E11 OPG.]/(nMl M4 1BY--OR- 2BY -- - --- - WOOD BUCKS PRODUCT REVISED as comp ngg with the Florida' Building Q a NOA-No. 21-0728.02 Expiration Data 07/20/2022 By 151-7 ;. Mlam ado act Contro 0 EXT. Pei TYPICAL ANCHORS -SEE ELEV. FOR SPACING 3 ' _�;j1 I �T•�i� REINF. AS REOD. FQ SCAPAC� EXTERIOR Es(1 '36 PANEL WIDTH 'RAME WIDTH 3/8' MAX. LOAD BEARING SKIMS PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 22-0118.06 Expiration Date07/20/2027 By J) Miami -Dade Product Control SHIMS AUG 16 2f, TYPICAL ANCHORS ......... . 2 • No.81223 >� t + $ r Ai g� drawing no. W Uri Z PRODUCT RENEWED as complying with the Florida w PRODUCT REVISED Building Code 22-0118.06 1' a a Q as comp) in with the Florida Building o o NiOA-No. � -� o OO` U NOA-No. 21-072$.02 Expiration Dato07/2012027 Expiration onto 07/20/2022 By By Is�� I• �.'..� Miami -Dade Product Control O a Miam a o rouct Control CI W d Cf O&a. a.1 S' O��& HOOK STRIP ANCHORS a r a S. FOR SPACSEE ING / z Noo -gg R Jt9tDa J / C / N / HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING 'DEWALT' 5/ / / • VI /2` E14 D4 1f4' DW ULTRACON+ BY (Fw16a KSI. Fy-148 KSI) t DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE g o 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS c #14 SMS (GRADE 2 CRS) m V _ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J 1-1/2" MIN. PENETRATION INTO WOOD Z J W #14 CMS OR SELF ORILL[NG_SCREWS (GRADE 2 CRS) H 0 (A INTO METAL STRUCTURES 2 ! 30 0 M h (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 0 '� Z Ida E7 M3 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) g 3 -i 3 Z x STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) E . � (STEEL IN TYPICAL EDGE DISTANCE W ( N W ►g leij INTO CONCRETE AND MASONRY = 2" MIN. POCKETED JAMB OPTION INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. 'E.S. c POCKET CAVITY NOT BY NOT PART OF THIS NOA TO BE REVIEWED BY AHJ WINDOWS' 11 10-2-1111,1 2 222 No OFF drawing no. rr % \ W16-73 METAL 18Y OR 28Y STRUCTURES U WOOD BUCK (SEE NOTE SHEET 1) La THE. o z_ (SEE (SEE SHEET 15) M to 58 3� 35/8' EDGE • IST. / a Y EDGE DIST. MIN. 0 h 0 .� . .. ' Mill.. I n DIST. EDGE 1ST. 3 5/8� a _ h i>L1<1 z c9" M = z �O rc v�i gaz rqS ? 0 U y y W W+ W p EIA m X m 0, m X TYPICAL ANCHORS n y C a a M w x o - SEE ELEVS. 0 a o a OIXM.CAL ANCHORS H TYPICAL ANCHORS \ rn H TYPICAL ANCHORS N FOR SPACING 0 '� t a A ELEVS. SEE ELEVS. SEE ELEVS. ^.. r--- _- __-- --�------ ==-1� �2 FOR SPACING FOR SPACING FOR SPACING I, M -DADE COUNTY APPR'D MULLION , Q m = IL p I, SEE ARATE NOd1 ,I z IA (SEE SHEET 15) J 8 $ Q jl Ij Q W •i L___ _J PRODUCT REVISED PRODUCT RENEWED as complying with the Florida as complying with the Florida W Building Code — 1n . Building Code � NOA-too. 21-0728.02 HOMNo. 22-0118.06 In 410 Expiration Data0712012022 Expiration Date07/2012027 � 0 By Ise Z;.��,,, Isa_1.%•;,,. o a Miam ado Product Control BY MlamlDade Product Control TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. SEE ELEV. c� U FOR SPACING FOR SPACING FOR SPACING FOR SPACING z J W o~ C 1 /2. MAX.�, 3/8' MAX. a n 1/2' MAX. LOAD BEARING LOAD BEARING p M '^ SHIMS SHIMS LOAD BEARING a 2 3 SHIMS 3 2E WOOD STRU UREtn v N Q 016 W P) v M uu • . 71 E3A 0 CID • V N 2-5 UIL •a � a in TYPICAL ANCHORS 0_ �_ SEE ELM. o W o EXT. c • W o © FOR SPACING EXT. EXT. �k_�A A 1_ 1/2' MAX. o o g h a EZ~ r LOAD BEARING SHIMS 1 BY OR 28Y ``ll I l l l l l f f fo < m u o WOOD BUCK ��, (SEE NOTE SHEET 1) �� VCEN.4F • i r No. B1122 EDGE 'S/Br : •. CONCRETE OW. MIN. •; r $ $ v Q� OF �� drawing no. 3 TRACK FRAMES ;�s '%`s'�•.1O •Co��` W16-73 ANCHOR LOCATIONS JG 1 6 2k, ��S ONAhlll%�`� sheet 18 ci 23 1BY OR 2BY WOOD BUCK (SEE NOTE SHEET 1) FOR SPACING PRODUCT REVISED as complying with the Florida Building Code PRODUCT RENEWED N 0 No. 21-0728.02 as complying with the Florida Building Code Expiration Date0712012022 NOA-No. 22-0118.06 By Is"7 1 Expiration oato0712012027 Miami -Dade Product Control By 1;"7 !• L<,+.:• Miaml-Dado Product Control WOOD TYPICAL ANCHORS OSEE ELEVS. B FOR SPACING ..jc-, ,... - --- - I. ' •.mac: 7T. ' •• CONCRETE 5' 7/1;� MIN.. 3 KSI MIN. U u u e 1 @ 9 p TYPICAL ANCHORS SEE ELEVS. FOR SPACING bs EDGE 015T. • • 3 5/0' z x .' TYPICAL ANCHORS SEE ELEVS. FOR SPACING -.. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING 1 /2" MAX. ��. LOAD BEARING SHIMS U TURE i • v e h z N jo n N z v O W EXT. 1/2- MAX. 1BY OR 28Y F- - LOAD BEARING WOOD BUCK SHIMS (SEE NOTE SHEET 1) 4 TRACK ANCHOR LOCATIONS METAL �(1 W STRUCTURES 1 /e- THK. ^ (SEE SHEET 15) M .o EDGE DIST. 3 5/8- Z m : MIN. p a z I q 0. O y 0`M xz.o a�un TYPICAL ANCHORS CO 1A 0 y SEE ELEVS. r FOR SPACING NA cy V O > M o Oao0 rr=-� ___ _________ _ ---- � H H a N_ I MUJRI-DARE CDUNTY APPR'D MULLX)N li z O 11 SEE SEPARATE NOA I I Q 7 1° 11 (SEE SHEET 15) I I U. x yp f 11 4 dfOQ J IL--------- ------------- ---_j Q 2 j p = a ao cc ^ m TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. J FOR SPACING FOR SPACING J W 1/2' MAX. 3/8" MAX. o GC to y v LOAD BEARING LOAD BEARING 3 n SHIMS SHIMS , n Z 3 J S W W M 5. 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AL-FAROOQ CORPORATION a a no o C escn Ion ENGINEERS &PRODUCT DEVELOPMENT • 3�9• - r • 07.+2.n aEv. Pca Ilcrt coYucwrs E.S. WINDOWS. LLC 9360 SUNSET DRIVE. SUITE 220 f e I1.OD 20 I7PMTED To 2m rac (C.A.N. 3:53) C O .o [ 3550 N.W. 49 STREET MIAMI, FLORIDA 331T3 a.. ey T,ta,o c oe.23.21 Sat esER REvtSED MIAMI, FL. 33142 TES. (305) 25":LOO FAX. (305) 264897s v o oa.oial Stu RISER OPPONS ADDED W (rl 9 cnk by: TEL (3o5) 63a-51S1 FAX. (305) 638-5158 COMP-ANL WI6-73ES R �oN p1 p A W t j N N -n OI p N N D m O G v t!I + 01 Ll N ,V 4 m N N = � v SSC..�-• O � N W --1 U v N U b O m o 1 L N r puQ7? m N U N � U F A V � N v � W u A x 1� aC Q�p'9 XI AC G bam-.3c a o t° XI t: �N sz oA M -gin 3.14, Te ozeal a is0 f 0 O 99° 06 • C in -4 am m aNn a ldotr. 11-48-16 j revisions: —J ES-EL400 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a no o e escrt ton a5. 87.t2.t7 NO CK46NGE THIS SHEET ENGINEERS & PRODUCT DEVELOPMENT .��.: 3/s• - t• E.S. WINDOWS, LLC 9360 SUNSET DRIVE, SUITE 220 f e tt.o4.zo UPDATED OW TO zozo r8t: 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 (ce.N. $ass) ` I dr. by: Tuts c oa.z3.zs Ho t3wtCE t►us SHEET MIAMI, FL. 33142 Tee Isost zoo-esoo FAX (aoa) ssaeasa L4o CAk a OCW.it NO pw+CE TNS SHER TEL (305) 638-5151 FAX. (305) 638-5155 COMP-ANL\W16-73E 1.340 r t.811 2.6LU 86 .062 J .866 �-- 1 PANEL TOP RAIL 2.993 .062 Ll -- 2.118 1.340 PANEL BOTTM RAIL 2.926 r.062 1.490 1.340 2.051 PANEL JAMB STILE 10 (LAM. GLASS) jam--- 2.750 .115 1.340 1.798 .062 h-1.622 INTERLOCK STILE .500 -1 2.551 t.742 I .062-- - SILL RISER 1.811 2.686 .062 L PANEL TOP RAIL (INSUL LAM. GLASS) 2.993 .062 2.118 Lk 1.340 I+ PANEL BOTTM RAIL 5 (INSUL LAM. GLASS) 2.926 G62-7 1.490 1.340 2.051 PANEL JAMB STILE (INSUL LAM. GLASS) 2.750 it .its 1.340 1.798 1 .062 I� 1.622 INTERLOCK STILE (INSUL LAM. GLASS) .500 -� 3.063 1.742 .062-j- ALT. SILL RISER 1.875 .094 i 062 1.9(04 1.340 L M-- 3.422 -�-i ASTRAGAL STILE �� ASTRAGAL STILE (LAM. GLASS) C,> (INSUL LAM. GLASS) �r 1.7321 ]-EI25 ]� I .929 I� INTERLOCK STIFFENER 863 .087 J "44 1 E1B FIX. PANEL BOTTOM GUIDE .F-t711 .050 .512 �- 275 740 111.711 n L HEAD COVER .243 .050 1.791 JAMB COVER .287 -1 p- .040 I 711 TRACK INSERT I Fob SCREW COVER 3.596 1.742 II .062 -4 - ALT. SILL RISER s7j"9129 .052 .4ao to u1 GLAZING GAKET LAM. GLASS 11.340 I972 .062 1.075 8 GLAZING GASKET INSUL LAM. GLASS MATERIAL - SILICONE HARDNESS - 70t3 TENSILE STRENGTH ; 1139 PSI ELONGATION AT BREAK - 235X TEAR STRENGTH - 107 Lb/IN BRWrLENESS TEMPERATURE _ -40' F COMPRESSION SET - 12.5% (22h0212'F) PRODUCT REVISED as comp ngg with the Florida Building odo NOA-No. 21-0728.02 Expiration Date0712012022 By 1;": 1 • NSlami-0ado Product Control PRODUCT RENEWED as complying with the Florida Building Coda NOA-No. 22-0118.06 Expiration Dato07/2O/2027 By 1 SST 1 MlamNDade Product Control b) g c3 v JUJG z J 1W.w a N N N d N 0 al It Gi 0 LO W LJ M OR $ a drawing no. f��(` c Qq • G \ W16-73 J17 � D L�.'C ��/ SS/As�wr �.\\ 4 a 4 S N N !- r r rn Ln my A ,\ N Np + a�S 30. �aoo p arV�' Azin a ° Np 170f1 n o b �C a j4 i �11i1 �f O N e M % o v ��N � N - N ° r 0 �r rn ... r A a N S ```` .. z} '''� 7--- 7n5 ...... hp ''�� rrf1111 •� oa a dot-. 11-26-16 revisions: ES-EL400 ALUM SLIDING GLASS DOOR L.M.I.() AL-FAROOQ CORPORATION a n no ate esc>t con a ENGINEERS de PRODUCT DEVELOPMENT >E .�. 3�6• . 1- • o7.u.17 No aw+cE sNs sNEEs E.S. WINDOWS, LLC N - 9300 SUNSET DRIVE. SUITE 220 5 11.oY.2o uvwsEO 10 2020 FfiC (C.4.1V. 3538) w 3550 N.W. 49 STREET PItIAMI, FLORIDA 33173 T ar. er rasa c oa.ss 2i NO cN�NCE nas sNccr MIAMI, FL. 33142 TEL. (305) 26"100 FAX. (305) 26"976 N L4 c �� O oo.Os.zl NO CrowGE TN�S SHM TEL (305) 638-5151 FAX. (305) 638-5158 w COMP-ANL W16-73ES M IAM I•D MIAMI-DADE COUNTY - PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadaemv/buildine E.S. Windows, LLC 3550 NW 491h Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has beenreviewedandaccepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and otherareas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid afterthe 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 forquality 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 "5000" Outswing Aluminum Casement Window -L.M.L APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision H dated 08/25/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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, Barranquilla, Colombia, 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 maybe displayed in advertising literature. If any portion o f the NOA is displayed, then it shall be donein its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.19-0708.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0915.02 Expiration Date: Apri103, 2023 Approval Date: December 17, 2020 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision G dated 09/27/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 19-0708.03) B. TESTS 1. 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 series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9711, dated 07/26/18, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 19-0708.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) 3. 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 `B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No.08-0204.05) Manuel Perez, P. . Product Control Exa NOA No. 20-0 15.0 Expiration Date: April 03, 3 Approval Date: December 17, 2020 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 10/27/14, revised on 09/22/17, and updated on 09/26/18, prepared by At-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.19-0708.03) 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. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated September 26, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 19-0708.03) 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No.18-0116.04, issued to ES Windows, LLC for their Series "5000" Outswing Aluminum Casement Window - L.M.I., approved on 02/22/18 and expiring on 04/03/23. Manuel Pe ez, P. . Product Control Exa NOA No. 20-0 15.02 Expiration Date: April 03, 3 Approval Date: December 17, 2020 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision H dated 08/25/20, prepared by At-Farooq Corporation, signed and sealed by Jalal Farooq, 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 along with marked -up drawings and installation diagram of a mulled series 5000 outswing aluminum casement and a fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-12112, dated 06/19/20, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017),dated 10/27/14, revised on 09/22/17 and updated to comply with FBC 71h Edition (2020), prepared by Al-Farooq Corporation, dated 08/27/20, signed and sealed by Jalal Farooq, 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.19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No.18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlasO XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. M_ Manuel Perez, P.E. Product Control Exa NOA No. 20-0 15.02 Expiration Date: April 03, 3 Approval Date: December 17, 2020 E-3 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), with FBC 7th Edition (2020), and of no financial interest, dated August 27, 2020, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. Notice of Acceptance No.19-0708.03, issued to E.S. Windows, LLC, for their Series "5000" Outswing Aluminum Casement Window -L.M.I., approved on 08/01/19 and expiring on 04/03/23. 30 Manuel Perez, P.E. Product Control Exa NOA No. 20-0 15.0 Expiration Date: April 03. 3 Approval Date: December 17, 2020 E-4 --- - ss W i 57 _ J1- p3 � 10 Z 54 CAM LOCKS (2) LOCKING POINTS ALL SIZES SERIES 5000 ALUMINUM OUTSWING CASEMENT {YINDOIV DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. - APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE 2017 (6TH EDITION)/2020 QTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD SUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE do ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASDY. I ' I 30• I iv j D.L. OPG - I 35 1/4' Imo__ VENT WIDTH I / 37' I -- - WINDOW WIDTH SURFACE APPLIED FALSE MUNTINS OPTIONAL MULTI POINT LOCK LOCKING POINTS SEE CHART TYPICAL ELEVATION "eA 3' Ju n/ts ; I �^ �u a/o I, D.L. OPG 35 7/8' j 35 7/8" VENT WIDTH —VENT ViEDTH 74' WINDOW WIDTH-- - THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED as complying with tho Florida Building Codo NOA-No. 20-0915.012 ration DateiO4/0312023 gy; r Mlam _Dade ProdugCC rcl ccI j ��1ttLl-11-17 GHN r` zY �lo./81223 �Q STISEO t 4ftu. 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(aos) 638-SISt r�x. {3a5) eae-slsa COMP ANL\W o a osECswl 1/8' HEAT STREN'D GLASS 1 .090" Interloyer i-- Trosifol PVB lBy kuraroy Americo, Inc. SILICONE DOWSIL 795/983 (L i IF i I t� z'� 3 .N 11 �-• � � S 1 10A j n v 10A I t I 1- ' _ 26 1 a: a 1 0 0 W `\\ W W W GLASS TYPE 'A' 1/8 HEAT STREN'D CLASS 090" Interlayer i SentryGlas I By 'Kuraray Americo, Inc.' t 1 1---1/8- HEAT STREN'D GLASS SILICONE DOWSIL 795/983 i 1 • 5 fn cc GLASS TYPE 'B' 0 o � W / ox X W 5/32- HEAT STREWD GLASS 5/32" HEAT STREN'D GLASS OR OR 1 5/32" TEMP. CLASS 5/32- TEMP. GLASS �1/4" AIR SPACE 11/4" AIR SPACE 1/5" HEAT STREN•D. GLASS 1 `'. r 1/8" HEAT STREN'D, GLASS 1, 090" Interlayer .090' Interloyer Trosifol PVB '—SentryGlos By 'kuroroy America. Inc.' By 'Kuroray Americo, Inc.' �. —5/32- HEAT STREN'D GLASS 1 ' — 5/32- HEAT STREWO GLASS SILICONE 1 i SILICONE ' DOWSIL 795/983 Q. DOWSIL 795/983 W i I �i 10 +f \ riOB 1 J 1I 1 • I I 2 i 26 W %• W - 5/32' HEAT STREWD GLASS .090• Interloyer Trosifol PVB By 'kuraroy America. Inc.' 1/8" HEAT S7REN'0 GLASS SILICONE t ; J DOWSIL 795/983 tOA 26 G1A$S TYPE--'C GLASS_TYPE •E' GLASS TYPE 'F_' GLAZING OPTIONS NOTE: TO OUALIFY FOR SMALL MISSILE IMPACT RATING 1/4" AIR SPACE CONSISTING OF: EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS, PERIMETER SEALANT SILICONE DOWSIL 791 GE 2000 r- 5/ 32" HEAT SREN'D GLASS .090" Interloyer t --- SentryGlas By 'Kuroray America, Inc.' 1/8" HEAT STREN'D GLASS i SILICONE a i t f' DOWSIL 795/983 Lnco ' L � 11 �m IOA I , 26 �t W X W . GLASS TYPE 'A' HEAT STREN'D GLASS 090" Interloyer Trosifol PVB By 'kuroroy Americo. Inc.' -1/8• HEAT STREN'D GLASS 1 i SILICONE D0* 983 •1 '' i / I GLASS TYPE 'G' ItA 'IW (10 MILO Z i n4R 013 a: I SILICONE �DOWStL 795 Q a Z N a' o'0 ZIm J ON`�f�: i X < 1, i n m ,1A ? �, 0 tNn 3 > P1 a Cr = o 01DQ m \ In In Q UA En 0 1 0M� U W im f i ALT, GLAZING OPTION THESE GLAZING STOP CAN BE USED WITH GLASS TYPES W. W. 'C' & V. AT 1/4 POINTS ON LITES 25 WIDER THAN 36" SETTING BLOCKS AT LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS i I I; I h . AT 114 POINTS ALL SIZES SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS I., it yi` PRODUCT REVISED as complying tArith tho Florida �` • �! y �}C� 13� ' r-6'�� Building Code KOA-Na 20-0915.02 Ko. 8122�- E radon Date• 410312023 By: 'A ; Miam ,Dade Produgt C9 ntrol \: sTATxIND drawing no. W08-08 sheet 3 of p; TYPICAL ANCHORS_ TYPICAL ANCHORS TYPICAL ANCHORS f Cr •; _ SEE ELEV. FOR SPACING 1 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACINGcc , joj 1BY -- % W000 BUCK EDGE DIST. 5 ( F--------------------� EDGE METAL 1 r-------------------� 1 a C_ ►►-- ii 9 zi e • • 11/16• I 1} ; i STRUCTURE I t MIAMI-OADE COUNTY APPROVED 1 , y! o W m'a • , • DISi� ( 1 I MULLION h MULLION ANCHORS 1 , � $ f" Z I , 18 • y 'a • c ' • i I I SEE SEPARATE NOA 11 EDGE : � # Q Q N I2: ` . Ifail'• .% % i EDGE I 11 DIST. _ E I �� a 01 DIST. TL-e I N o 0 j n` h' i m IL 1 l--^---------------JJ ! C F U. 1 14 `— -- - - - - -------- r I 1 _E - - X a I I p0>Mg 1% J�_k i 0 IL 0 .. v �N \�y IN 1 \ 0 a F W rC i QMz j [ 8 I I�z`"f' TYPICAL XNCHORS ! 12 •: 2 Q W t5 SEE ELEV. FOR SPACING Q w oI i t i 1 I I---- i-- j 1 m 30 r PICAL NCH"S: SEE ELEV FOR SPA NG i ' I Flw�L CDN•F9Y 'EEWALT' (Fu=164 $I, Fy=t4@ KS) `�OD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWSST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I 'TO 2BY WOOD BUCKS OR WOOD STRUCTU ES i �' AND TRANSFER THEM TO THE BUILDING STRUCTURE. I 1- "MIN. P ATION INTO WOOD D/SILL/JAMBS) ` i I ! I --'- THRU 1BY BUCKS INTO CONC. OR BLOCKS I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) cw I J UJI F- i� 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) `3' "'1w C5 I! X DIRECTLY INTO CONCRETE OR BLOCKS I N -v ,n w v: CL a E 1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) alOrn,.t _ w—!-ice 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) $ z o' x 1-3 4" MI ^ FOR MULLION CLIPS ONLY) �'i Z 3 Z. > W T r. $ / E�,3z� 4 SMS OR SELF DRILLING SCREWS (GR 2 CRS) p i + INTO MIAMI-DADS COUNTY APPROVED MULLION �n W W OR I v TO METAL STR RES (HEAD/SILL JAI (;' ! (3) MIN. PENETRATION EYOND SUBSTRATE (�� ALUMINUM: 1/8" THK. MIN- 6063-T5 MIN.) vl I STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) SI 1 iI Iia: I (STEEL IN CONTACT WITH ALUMItiUM TO BE P,ATED OR PAINTED) I u, pj2lo' I I� ICrQIN N i 12 ! 19 TRUTH 19A INTERLOCK TYPICAL EDGE DISTANCE r1 i INTO CONCRETE AND MASONRY = 2-1/2- MIN. I I t5 INTO CONCRETE = 1-1/2" MIN. (INTERIOR ANCHORS AT MULL CLIP) u ro a 34 INTO WOOD STRUCTURE = 11/16" MIN.t'- INTO METAL STRUCTURE = 11/16" MIN. I - -- .. l a Iy W000 AT HEAD, SILL OR JAMBS SG c 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS ('C - 3000 PSI MIN. m of o ^ t T 'a �!N 20 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm 2000 PSI MIN. > r PRODUCT REVISED %:� .......... "I u • • ` as Complying with tho Florida�)OEN$`e N o Building Coda .. IKOA-No. 20-0915.02 i+ •i • ♦ .40.W24 Exelration Date• 4/0312023FA A drawin - no • `i i \ , TYPICAL ANCHORS Mism pads ProdugCC trol �0 ST�IT� F J`�J g EDGE DIST. _ SETYPE ELEV.CAL NfORRSPACINGL EDGE DIST. SEE ELEV. FOR SPACING \` ice` ' •�ORtB�t•' ��a'�� j ,_ J/ 16' MAX. • SHIM f F , ^.. \ C I E --- T TYPICAL ANCHORS SEE ELEV.-44� FOR SPACI METAL STRUCTURE i t I 1/4' SHIM ^, MAX. C 2BY WOOD BUCK, O 16 WOOD STRUCTURE son W �• / I TYPICAL ANCHORS t6 74 9 IJ, SEE ELEV. - O 16 FOR SPACING ' \, 1 48 1/4- MAX. 45� � SHIM. 44 ' TBY �OWOOD BUCKS 15 51 l s6 ,SCREE' N OPT--- T'/ • 4- 1 1/• 'L—_--` --- r--------- I 52 50 I Cr '', TYPICAL ANCHORS W' -SEE ELEV. FOR SPACING L°J EXTERIOR �� lLLJJJ �% _ ..1 D.L OPG. VENT WIDTH _ .__ _ MULTI POINT LOCK OPTION WINDOW WIDTH SINGLE VENT WINDOWS I VENT WIDTH �-- -- -. ,_.... _ WINDOW WIDTH -- DUAL VENT WINDOWS PG___ VENT WIDTH _ i 1/4- MAX. SHIMS P s e r ,,r i • ___ TYPICAL ANCHORS i SEE ELEV. FOR SPACING CAI I • W' � 4 W f0 i0 z 0 � / 0. � M�'�I 0 °g�'n U ILx it C ~ a 0to' Q 0CLaMg 0.5b 0 QW� in iL z fA .- j �aji C9 Q uzi o PE on _I mi I. W j i a iJ W N - NNaN� o 041- i o n' 3 Z �o z LL Lj IC�R alp tpi I i INI I� ppI�I I H ? 0 4) iS b n:✓i� PRODUCT REVISED `�� 3i ky.. �'a�� h�ij� � •� , JI as comply12with tho Florida I}?,• pis ' , N Building Codo NOA-No. 20-0915.02 / -t E irattoa Data• 410312023 '= r. , ` I o By;G•z ; a-� Miarts ,Dario ProduoCC swgoGF z I drowin no. «CA•.•'�3' W08-0O p I i/'1 CEP f Ll,.c;sheet S oilp' TYPICAL ANCHORS_. SEE ELEVS. FOR SPACING '. EDGEDIST. (A' ALT. +B� ALT. EDGE DIST. )RS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE urTm N �r — ---------------1� I MAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS ' I SEE SEPARATE NOA �I EDGE it DIST. -_------ - ---�-- \� '1 TYPICAL ANCHORS SEE ELEV FOR SPACING r TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION PETAMS WITN FLUSH FRAME ADAPTER � W( j0 I cc Z 3I m O � m m 'Z 1 IH < Qa Z tv a O w"`^�Iv CL m a - %6 O Ct ci G ; In DOLE 4� fA CA °cc z �( Q W nLL W (a o Jz�a W t QWoFI-, Ib ' .J j I i co I; n 3 � W� n� ] F- Id,I�W z i uj c'j ' o c, o, a n' Z w z0. `` o . 'viuo') a ttitil)rf� � -- PRODUCT REVISED �:`��,t-•.. �:'�:'i`��.� ` j' as complying with tho RoAda .` EN Building Coda sF NOA-No. 20-091S.02 E ratloefDato• 4f0312023 4_ Xj ,Wti pad.ProdugCC trol ,` �• STATE F' gr I drawing no. �` ,s `et 6 of 10� clN rm r O I �+ p J n, N '— J 1 w a m o> V C) tA 01 L. m j m Z N j N w i ' m --- - o �---..: -- co i m m � o, 74�i1 '1 ro L. -� rn m L. + z t I j co............... co O G N (-I. CD f7 y L. 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