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WS-17-1886Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. Wa77-17-1886 Perrnit Type: WindowslShutters fork Classification: Window/Door Replacem r,. Permit Statics: APPROVED Issue Date: 7/25/2017 Expiration: 01/21/2018 Parcel Number Applicant 9500 NE 12 Avenue Miami Shores, FL 33138- 1132060143640 Block: Lot: EDWARD MCHALE Owner Information Address 9500 NE 12 AVE MIAMI SHORES FL 33138-2543 Phone Cell Contractor(s) THE COMPANIES OF R&S INC Phone 305-256-6666 Cell Phone Valuation: Total Sq Feet: $ 21,700.00 ,0 Type of Work: INSTALLING NEW 37 WINDOWS No of Openings: 37 Additional Info: INSTALLING NEW 37 WINDOWS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $13.20 $7.05 $7.05 $4.40 $470.00 $9.00 $17.60 $528.30 Pay Date Pay Type Invoice # WS -7-17-64666 07/25/2017 Check #: 325 07/25/2017 Check #: 324 Amt Paid Amt Due $ 478.30 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. 1 OWNERS AFFIDAVIT: I ce fy that all the foregoing formation is accurate and that all ork will be done in compliance with all applicable laws regulating construction and zoning. F therfrore, I �u�horize the b e ractor to do the w rk stated. Authorized Signature: Owner / ApplicanContractor / Agent Building Department Copy July 25, 2017 Date July 25, 2017 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: GPTD 1.F, 11 NE, City: Miami Shores RECEIVED .IVB! 2$70p FBS Z111u Master Permit No.S i) —Iw Sub Permit No. 0 REVISION ❑ EXTENSION 0RENEWAL O CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS County;_ Miami Dade I Folio/Parcel#: I l - 732-DIo - c- -3(040 Is the Building Historically Designated: Yes NO' Occupancy Type: 0101 Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder); ed\I JO. rr4 Address: Senn IgE City: l tcIYY i 51(br-bS BFE: FFE: Phone#: 7- 12-08 -X p State:L Zip: ?)U1 Tenant/LesseeName: Phone#: -5(12-087(p Email: QXYlC�1Cit�,g ►�YlGirQ�JIC1Vin . Ctv►-� CONTRACTOR: Company Name: }�sy-f.) Gan -vane, Address: S1 16 Eta) _1.2.9 Mir City: MICA tnn l Qualifier Name: �Okr t tow Phone#: ' -? (n -W QwlO State: State Certification or Registration #: lv&rt ' . ntv-rn 0 Zip: erTh 1 SQ Phone#: 605-2;5(p _I.Q ek-P Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ (f 700' OL) Square/Linear Footage of Work: Type of Work 0 Addition 0 Alteration J Description of Work: _1 -t-al\ 11nGJ VIEW 31 W 11�► I K,1 S't- 401¢0it Aid -)0,0(-- New )©,0� New Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02J24J2014) CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bor,ding Company's Name (if applicable) Bonding Company's Address City State Zip 'Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. 1 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 OBT 1 FINANCING, CO ► ULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR OTICE OF COM / NCEM NT." 1 Notice t promise whose for the inspecti plica : As a condi good fa4h that a c ion to the issuance of a building permit with an estimated value exceeding $2500, the applicant must py of t • notice of commencement and construction lien law brochure will be delivered to the person hme t. Also, a certified copy of the recorded notice of commencement must be posted at the job site wen (7) days after the building permit is issued. In the absence of such posted notice, the ction fee will be charged. OWNER or GEN The foregoing instrument was acknowledged before me this (2 day of 10k.1 , 20 11 , by Signature /61 CONTRACTOR The foregoing instrument was acknowledged before me this r �� 1'1. day of To(y , 20 I-% , by Edwoirc.1 M.XCC C , who is personally known to �o)n,,, L� J , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Print: tvl(WI 71. Seal: ...._RIA J MARTINEZ MY COMMISSION # 33027843 EXPIRES., September 07, 2020 Sign: Print: Seal: 014 nta7'L *********************************t**4****ft*********************** APPROVED BY (Revised02/24/2014) 1 MARIA J MARTINEZ MY COMMISSION # 30027643 14:16-• EXPIRES September 07, 2020 Plans Examiner Zoning Structural Review Clerk Property Search Application - Miami -Dade County http://wwk.miamidade.gov/propertysearch/#/repcort/summary OFFICE Of THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-3640 i Property Address: 9500 NE 12 AVE Miami Shores, FL 33138-2543 Owner EDWARD F MCHALE &W EVELYN Mailing Address 9500 NE 12 AVE MIAMI SHORES, FL 33138-2543 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use , 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/3/1 ' Floors 2 Living Units 1 Actual Area 3,726 Sq.Ft Living Area _ 3,056 Sq.Ft Adjusted Area 2,850 Sq.Ft Lot Size 13,094.82 Sq.Ft Year Built 1937 Assessment Information , Year 2017 2016 2015 Land Value $471,182 $484,868 $399,821 Building Value $200,877 $201,129 $201,381 XF Value $2,762 $2,770 $2,398 Market Value $674,821 $688,767 $603,600 Assessed Value $215,108 $210,684 $209,220 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $459,713 $478,083 $394,380 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead . Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 32 BLK 81 LOT SIZE IRREGULAR OR 12699-1322 1185 1 Generated On : 6/30/2017 Taxable Value Information Previous Sale 2017 2016 2015 County , Exemption Value $50,000 $50,000 $50,000 Taxable Value $165,108 $160,684 $159,220 School Board Exemption Value • $25,000 $25,000 $25,000 Taxable Value $190,108 $185,684 $184,220 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $165,108 $160,684 $159,220 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $165,108 $160,684 $159,220 Sales Information Previous Sale Price OR Book -Page Qualification Description 11/01/1985 $140,000 12699-1322 Sales which are qualified 07/01/1971 $61,000 00000-00000 Sales which are qualified 04/01/1971 $55,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 7/2s-1 REJ m -e. Qualifier/Owner Signatur Date Print Name Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-286586 Scheduled Inspection Date: January 18, 2018 Inspector: Riveron, Alexis Owner: MCHALE, EVELYN Job Address: 9500 NE 12 Avenue Miami Shores, FL 33138 Project: <NONE> Contractor. THE COMPANIES OF R&S INC Permit Number: WS -7-17-1886 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060143640 Phone: 305-2564666 Building Department Comments INSTALLING NEW 37 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Passed d Failed Correction Needed • Re -Inspection Fee NO Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments January 17, 2018 For Inspections please call: (305)762-4949 Page 5 of 33 w z 0 1- U w 0 z 0 w O •moi •• I•• • •• • sneer: • :•S•u A 12 E LL 1 ••ENGIN4I1��• ••��•32020SV P0tCt • • 4Nliami, Fb33S • • _ r� 7.86-547-9401 CA1429 • •••••• • • r• • • • WINDOW SCHEDULE , MARK NO. DESCRIPTION GLASS TINT FRAME COLOR PANEL STYLE WIDTH X HEIGHT MANUF. / MODEL # EFFECTIVE AREA (SQ.FT.) ZONE GCp (+) GCp (-) CALC. WIND PRESSURE REQUIREMENT (P.S.F,) PRODUCT PRESSURE CAPACITY (P.S.F.) WATER INFILTRATION NOTICE OF APPROVAL (N.O.A.) DESCRIPTION - THICKNESS/ TYPE REQUIREMENT 48" �� \"V) -ALUMINUM CASEMENT WINDOW - _ IMPACT RESISTANT 5/16 LAMI (TYPE "2") CLEAR -WHITE X 37" x 53" CGI WINDOWS & - DOORS "238" 13.6 INT (4) +0.98 '_1,08 +41.7 -45.2 +64.8 -64.8- . YES --, _ , 15-0512.19 W3 ALUMINUM SINGLE HUNG WINDOW- IMPACT RESISTANT 5/16 LAMI (TYPE "A") CLEAR WHITE 0 X 37" x 53" CGI WINDOWS & DOORS "110" 6.8 INT (4) +1.00 1.10 +42.5 -46.175 +75 YES 15-0512.10 W4 ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") CLEAR WHITE 0 X 37" x 40" CGI WINDOWS & DOORS "110" . 51 INT (4) +1 00 1 10 +42.5 46 1 +75 75 YES 15-0512.10 WS ALUMINUM SINGLE HUNG WINDOW -IMPACT RESISTANT 5/16 LAMI (TYPE "A") CLEAR WHITE Cr XIX ., 28 g' x 46 }" (DOUBLE) CGI WINDOWS & DOORS "110" 4.7 END (5) +1.00 -1.40 , +42.5 -57.0 +75 -75 YES 15-0512.10 O ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") CLEAR WHITE O O XIX 28 8" x 46,4" (DOUBLE) CGI WINDOWS & DOORS "110" 4.7 END (5) +1 00 _1 40 +42.5 57.0 +75 -75 YES 15-0512.10 12 ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "2") CLEAR WHITE X 18" x 34 CGI WINDOWS & DOORS "238" 4.3 END (5) +1.00 -1.40 +42.5 -57.0 +110 -194.3 YES 15-0512.19 ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "2") CLEAR WHITE X 34 } x 35" WINDOWS & DOORS "238" 8.4- INT (4) +1.00 -1.10 +42.5 -46.1 +107.9 -107.9 YES " _„ 15-0512.19 ALUMINUM FIXED WINDOW - IMPACT RESISTANT 7/16 LAMI (TYPE "C") CLEAR WHITE 0 97" x 12" CGI WINDOWS & DOORS "130" 8.1 INT (4) +1 00 -1.10 +42.5 -46.1 +80 -80 YES 15-0413.03 ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "2') CLEAR WHITE X 25;' x 46 g CGI WINDOWS & DOORS "238" 8.2 INT (4) +1.00 1 10 +42.5 -46 1 +99.7 104 3 YES 15-0512.19 i W14A) ALUMINUM FIXED WINDOW - IMPACT RESISTANT 7/16 LAMI (TYPE "C") CLEAR WHITE O 46 }" x 46 q' CGI WINDOWS & DOORS "130" 15.0 INT (4) +0.97 -1.07 +41.4 45.0 +61.3 61.3 YES 15-0413.03 W14B� (W146) ALUMINUM CASEMENT WINDOW - 5/16 LAMI -CGI .. (TYPE "2") CLEAR CLEARRESISTANT WHITE X 25 a' x 46 q WINDOWS & DOORS "238" 8.2 INT (4) +1.00 -1.10 +42.5 -46.1 +99.7 -104.3 YES 15-0512.19 ED,RESISTANT ALUMINUM FIXED WINDOW - IMPACT ,7/16 LAMI (TYPE "C") CLEAR WHITE 0 19" x 27 CGI W WINDOWS & DOORS "130" 3.6 END (5) +1.00 -1.40 +42.5 -57.0 +80 80 YES 15-0413.03 ALUMINUM CASEMENT WINDOW - ' IMPACT RESISTANT 5/16 LAMI (TYPE "2") CLEAR WHITE X 37" x 50 WINDOWS & DOORS "238" 13'0 INT (4) +0.98 -1.08 +41.8 -45.4 +74.7 -74.7 YES 15-0512.19 ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "2") CLEAR WHITE X 37" x 50 CGI WINDOWS & DOORS "238" 13.0 INT (4) +0.98 -1.08 +41.8 -45.4 +74.7 -74.7 YES 15-0512.19 MULLION SCHEDULE ' MARK NO. DESCRIPTION FRAME COLOR WIDTH XNOTICE DEPTH (THICKNESS) LENGTH ANCHOR TYPE NUMBER OF ANCHORS PER END MANUF. / MODEL # OPENINGS TRIBUTARY WIDTH MULL SPAN CALC. WIND PRESSURE REQUIREMENT (P.S.F.) PRODUCT PRESSURE CAPACITY (P.S.F.) OF APPROVAL (N.O.A.) M5 EXTRUDED ALUMINUM TUBE MULLION - IMPACT RESISTANT WHITE 1" x 2 (0.125") 48" N/A 2 CGI WINDOWS & DOORS "SENTINEL UNCLIPPED" WS 28 �„ 48„ +42.5 -57.0 +90 -90 14-1103.09 M7 EXTRUDED ALUMINUM TUBE MULLION - IMPACT RESISTANT . WHITE 1" x 2 }" (0 125") 48" N/A 2 CGI WINDOWS & DOORS "SENTINEL UNCLIPPED" �� 28 B' 48 +42.5 -57.0 +90 -90 14-1103.09 am EXTRUDED ALUMINUM TUBE MULLION - IMPACT RESISTANT WHITE, ,, 1" x 4" (0.375") 97" FIG 2 2 CGI WINDOWS & DOORS+42.5 "HEAVY DUTY CLIPPED" 25 e• " 97' -46.1 -62.6 16-0218.04 14 i�i` (W14B) (W14C) EXTRUDED ALUMINUM TUBE MULLION - IMPACT RESISTANT WHITE 1" x 4" (0.125") 46 g B 2 CGI WINDOWS & DOORS+42.5 "CLIPPED" 35 R" 46 }" -46 1 +110 -110 15-0420.08 (M14P) e CW146� (M1468) EXTRUDED PACTINUM TUBE RESISTAN MULLION- WHITE (0'125") 46}" B 2 CGI WINDO "CLIPED DOORS 35 R" 464- 48.1 +110 15-0420.08 �W14B) (W14C) f/2 jA%C-- /4/5/&c.7-7tx> /2-"-Pu//2.47-0 I SCOPE OF WORK: WINDOW REPLACEMENT CONSISTING OF: • 11 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS GENERAL NOTES: 1. INSTALLATION SHALL ,CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 5TH EDITION (2014) AND THE ASCE 7-10 WIND CODE. 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. • • 3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE SIVIeB4N STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE •IiE��I IO PRODUCT CONTROLS. • 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. 4LL•O F R OPENINGS ARE NOT PART -OF THIS PERMIT. - •••• 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE MB! :NV, COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO W1HSIAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS H.OVig• 05E1N PERFORMED TO VERIFY THEIR ADEQUACY. • • • • • 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. CLFiAR HEIGHT REQUIRED IS: 24", AND A MIN CLEAR OPENING OF 5.7 SQ. RT. (54 St FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOVE FINISHED FLOOR. WIND LOAD CALCULATIONS CODE: ASCE 7-10 "COMPONENTS AND CLADDING" METHOD 2 WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = BUILDING CLASSIFICATION = IMPORTANCE FACTOR (I) = WIND DIRECTIONALITY FACTOR (Kd) = HEIGHT OF HILL OR ENTRAPMENT (H) = TOPOGRAPHIC FACTOR (Kzt) = MEAN ROOF HEIGHT (h) = 175 MPH C I I ENCLOSED N/A 0.85 N/A 1.00 20 FT VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kh) = 0.90 PRODUCT OF INTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCpi) PRODUCT OF EXTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCp) ± 0.18 (NOTE 1) BUILDING "W' AT NARROWEST DIMENSION = 44'-0" CORNER DISTANCE FOR ZONE 5 (a)= 4'-4" (MIN. OF 10% OF THE NARROWEST DIM. OR 0.4x(h) BUT NOT LESS THAN 4% OF THE NARROWEST DIM. OR 3 FT.) 0.1 X 44'-0" = 4'-4" 0.4 X 20'-0" = 8'-0" 0.04 x 44'-0" = 1'-9" a = 4'-4" VELOCITY PRESSURE EVALUATED AT HEIGHT z=h (qh) qh = .00256 (Kh) (Kzt) (Kd) (V^2) qh = .00256 (0.90) (1) (0.85) (175^2) qh = 59.98 PSF DESIGN WIND PRESSURE (p) (LOW RISE BUILDING AND BUILDING LESS THAN SOFT) p = (0.6)qh[(GCp) - (GCpi)] (PRESSURE) p = (0.6) 59.98 [GCp(+) - (-0.18)] (SUCTION) p = (0.6) 59.98 [GCp(-) - (+0.18)] NOTE: 1. GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE WIND AREA AND ZONE. SEE WINDOW / DOOR SCHEDULE. 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL BREAKS BEING CONSIDERED. STRUCTURAL MULLIONS NOT PART OF THE TESTED COMPONENT ARE A STRUCTURAL BREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. •• 1- z w 2 w J wQ 0 z_ • • •••••• • • a) N 1.1.1 z O 0 LC) 0) CO co co c) J LL- CD LN 0 E CD U a) U) a) a) co U 2 UARDO A. SUAREZ P.E. LICENSE #64759 7b Z/(7 - Date: 07-07-17 Project Designer E.A.S Drawn By E.A.S. Checked By: E.A.S. Submittal PERMIT SET Drawing Title: GENERAL NOTES, CALCULATIONS AND SCHEDULES Sheet: 1 of 3 a • p NOT PART OF PERMIT CD CD DEN COVERED TERRACE 0 NOT PART OF H PERMIT as.a fx w Oa z KITCHEN DINING ROOM NOT PART OF NOT PART PERMIT STAIR OF NOT PART OF NOT PART OF PERMIT PERMIT LIVING ROOM M14B LL 0 H Q (W14C - NOT PART OF- o a W15 PERMIT COVERED TERRACE ,II GROUND FLOOR PLAN FAMILY ROOM M14 y M14 BEDROOM EGRESS 0 cc Q� as I- a 0 z 0 F- I- ce g as Lu I— a 0 z BATH �W14A W14B) SCALE: 1/8" = 'ERMIT #: A' Miami Shcres Village APPROVED BY ,. DATE ZONING DEPT ' BLDG DEPT _____rtr: SUBJECT '10 CCMPUPNCE WITH ALL FEDERAL STATE AND CCUN-IY RULES AND REGULATIONS W12 RECEIVED JUL 2 5 2017 42/1 1 I 11.—(1 0—a D --a O PERMIT PERMIT PERMIT I - I -- cc a • w BEDROOM STAIR MASTER ~O a BATH z NOT PART OF NOT PART OF NOT PART OF 0 I— I— CC 2Q a -w 0a z BATH a 0 ce a• w O a z BEDROOM NOT PART OF PERMIT w 0 w to w IY 0 w 0 MASTER 1- BEDROOM a w I- a 0 z NOT PART OF NOT PART OF NOT PART OF PERMIT PERMIT PERMIT a • • • . • •. • • .••• • • •••• • • •• •• • • • • • •• • • • •• • GEO SECOND FLOOR PLAN W34 SCALE: 1/8" = 1-0" • •• ,..�. J • • •tNGIN% g. • • •' 020 SWIM Go'•• •1iami,FLt38f5E•• 7r-547-9401 CA Zd429 • • • • ••• • • • •• WINDOW REPLACEMENT 9500 NE 12th Ave CO M M M J LL vi 2 0 C/) E ca EDUARDO A. SUAREZ P.E. LICENSE # 64759 71(21/7 ,. Date' 07-07-17 Project Designer E.A.S Drawn By E.A.S. _ Checked By' E.A.S. Submittal PERMIT SET Drawing Title: FLOOR PLAN Sheet: 2of3 • W5 CD ■■■ ■N■ ENE NOT PART OF PERMIT ■■■■■■ ■■ ■■ ■■ ■■ ■■ ■■ air: it DCIIIII I ME NOT PART OF NOT PART OF NOT PART OF PERMIT PERMIT PERMIT �o 00 NOT PART OF PERMIT 1•• NOT PART OF PERMIT M14B M14 M14A (W14c) (W14B) (W14A) IEEE NOT PART OF EAST ELEVATION (FRONT) PERMIT • . • •• • ••.. • • • • •• •• •.• • • SCALE: 1/8" = 1'-0" • NOT PART OF PERMIT NOT PART OF PERMIT I11 11 11 ■■■ MEM ■■■ NOT PART OF PERMIT ■■I■■-■■, MINI ■■M■■ ■■ ■■-■■ ■■ ■■■I■■ NOT PART OF PERMIT NOT PART OF PERMIT WEST ELEVATION (REAR) NOT PART OF PERMIT NOT PART OF PERMIT NOT PART OF PERMIT SCALE: 1/8" = MEM MINI■ .. . NOT PART OF • PERMIT 111 NOT PART OF PERMIT ■W■ MINIM OTV-4) NOT PART OF PERMIT MIN MEM ■■■ ■■■ NOT PART OF PERMIT SOUTH ELEVATION (LEFT) NOT PART OI PERMIT NOT PART OF PERMIT -- NOT PART OF PERMIT N. -- 22 NOT PART OF PERMIT ❑❑ 00 Lib M7 1 1 • • • •• • NOT PART OF PERMIT NORTH ELEVATION (RIGHT) SCALE: 1/8" = 1-0" SCALE: 1/8" = NO.: REVISION DESCRIPTION DATE: En Teer: • • s• U A R•e� • ENGINEERS 1 •• 12020 S 7 Ct • , • • • •Miami, FL 131tbr • • 7864647-94010 0002/429 • • •• • • 4•• • • • • • EDUARDO A. SUAREZ P.E. LICENSE # 64759 Date: 07-7-17 Project Designer' E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: ELEVATIONS Sheet: 3of3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) (CGIWindowamoors; 1af TO 25` (Miami, EL 317 ) 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 j ; guthor ttx •••• Having Jurisdiction (AHJ).' This NOA shall not be valid after the expiration date stated below. The Miami-Daele' eenty Proddet:Contral..: • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade'Cbffity) reserve the richt . to have this product or material tested for quality assurance purposes. If this pro$uct or material fails 'to • perform in the accepted manner, the manufacturer will incur the expense of suclLitg t3 tg and th AHJ mta : • .. immediately revoke, modify, or suspend the use of such product or material witlaisfthy lr jurisciiatuc�t. R$ 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 buAing cede. This product is approved as described herein, and has been designed to comply with.the Flbricia lluildim.. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Code, including the High Velocity Hurricane Zone. . •. ION: Series "Sentinel 110"Aluminum Sing a ua g_ rndow-, .M. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. ISSILE NIPACT RATING: Large and Smallissilg inpaet Resistants LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of ,the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAO 14-0915.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMIDADE COUNTY APPROVED 1)15 X'*to ,i 0512 l U Expiration Date: September /272(12-0) Approval Date: August 062O15 Page 1 f CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading.per FBC TAN Z02-94 2) Large Missile Impact Test per FBC, TAS /0/:94 • • .• 3) Cyclic Wind Pressure Loading per FBC, T•4S.203-94 •• alongwith marked-updrawings and installation diagram of a�11�7500rVC f xed: window, to qualify DuPont "Butacite" PVB interlayer, DuraseaM'And Sp .pace 14• • • insulating glass spacer, prepared by Certified Test Laboratorian ¶t Reperto. • CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh•C. Patel; P.E' 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading pet EBC T•AS.;02-94 •• 2) Large Missile Impact Test per FBC, TAS p1,-49.4 . 3) Cyclic Wind Pressure Loading per FBC, TAS 21D3-94•••. ; • along with marked -up drawings and installation diagram of a series 7400 PVt project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 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 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, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) E-1 G Manuel P , P.E. Product Contro E miner NOA No. 15-0512.10 Expiration Date: September 22, 2020 Approval Date: August 06 2015 • f 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE ...• • . • .... 1. Miami -Dade Department of Regulatory and Economic Resouroos (IZER)..•.• • MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amain, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated„5J15, eVii..ng on . • • •• • • 07/04/18. • • • .. .. •. •• • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Antet'im Inc. fortheir "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/E6...:. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Ch't tc41 Co u any (M i}• • • � for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers ntith PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and. Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. • •• F. STATEMENTS 1. Statement letter of conformance, complying with FBC-SL' E 1 ), an. of no maneial interest, dated 08 6 14,_issued .y • - arooq Corporation, signed anctsealed $y Jav Ahmad,- 7) _u mrttetl under prevcousNOA Nv74=0915:06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010,'signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window-.L.M.I. approved 'on 02/05/15 and expiring on 09/22/20. E-2 Manuel P ez, .E. Product Control iner NOA No. 15- 12.10 Expiration Date: September 22, 2020 Approval Date: August 06 2015 6" MAX. HEAD/S1LL CORNERS 47 7/16" D.L.O. (VENT) 50 1/4" 1. T FALSE MUNTINS (SURFACE APPLIED) OPTIONAL MTG. STILES (o N VENT WIDTH L FLANGE __& FLANGE ADAPTOR FRAME io CO W <m O 0 n 5 1/2" MAX. HEAD/SILL 'CORNERS SE SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAM1—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 'WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE _STRUCTURE. _ _ _ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE--FLORIDA-BUILDING CODE. M r X 6 1 c D1 J 6 52 1/8" BUCK WIDTH v 47 7/16" a -,:-: D.L.O. (FIX. LITE) 20 9/16" MAX.. • b 1 0 ! H J 111 1I 1 i 1 \ M• O . I B a I /. / 1 - I 1 C1 _ I 1 2 w t. VENT HEIGHT 33 3/4" D.L.O. (VENT) © m • • c2 u 11 /. . M N. to 1-t-- 1/ / I 4 I II 1 47 7/16" D.L.O. (VENT) 50 1/4" 1. T FALSE MUNTINS (SURFACE APPLIED) OPTIONAL MTG. STILES (o N VENT WIDTH L FLANGE __& FLANGE ADAPTOR FRAME io CO W <m O 0 n 5 1/2" MAX. HEAD/SILL 'CORNERS SE SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAM1—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 'WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE _STRUCTURE. _ _ _ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE--FLORIDA-BUILDING CODE. M r X 6 1 c D1 J 6 52 1/8" BUCK WIDTH v 47 7/16" a -,:-: D.L.O. (FIX. LITE) 20 9/16" MAX.. • b 1 0 ! D/SILL 1 1 1I '/ 1 6 0 1 1i a 1 1 C1 _ It 6 1 // 1 1 u • • c2 1t it /• // // FALSE MUNI1NS (SURFACE APPUED) 7 - OPTIONAL 5'1/2" MAX. HEAD/SILL CORNERS -J X m a 52 1/8" BUCK WIDTH 47 7/16" D.L.O. (FIX. LITE) 20 9/16" MAX. HEAD/SI • • • • 4 RQ • • 4••i •••4 410 •..l • ••.+ • • • • • • •. • N m <ce 0 FALSE MUNTINS (SURFACE APPUED) OPTIONAL VENT WIDTH EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" TYPICAL ELEVATION FIN FRAME LAMINATED GLASS INSULATJNG LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT Engr: JAVAD AHMAD CIVIL FLA- 70592 C.A. 3538 2015 PRODUCT REVISED "T as complying with the Florida Building Code Acceptance No IP'Ll720.j o nation Date T t'Y 4vFO Dude 'roducl , tr. I3y Minn C w Q $ O; 0 O do.tt z••. • a0WCI Q aQg.N • h • N�• lanpi-44.3 C 0 0 O J O 0 vi -J 0 w w V) it w • • ••• • • • •• to Ow p � N V I y' M 0 Jo Z z• � 30 O U-� FAX. (305) 593-6592 0 N to M to 0 c ) if; 0 c 0 0 _ 0 In UPDATED TO 2014 FBC NO CHANCE THIS SHEET A v ro 0 1) 0 al 0 O 0 0 a CD 0 c 0 0 1 0 ✓ a N.0 .Ui a0 .�, ai drawing no. W10-03 sheet -1 of 9 • • • 0 • b 1 b I /. �, 1 • . a 1 1 • • c2 1t it /• // // 11 , 1 —11 I 1 1 • • • • 4 RQ • • 4••i •••4 410 •..l • ••.+ • • • • • • •. • N m <ce 0 FALSE MUNTINS (SURFACE APPUED) OPTIONAL VENT WIDTH EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" TYPICAL ELEVATION FIN FRAME LAMINATED GLASS INSULATJNG LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT Engr: JAVAD AHMAD CIVIL FLA- 70592 C.A. 3538 2015 PRODUCT REVISED "T as complying with the Florida Building Code Acceptance No IP'Ll720.j o nation Date T t'Y 4vFO Dude 'roducl , tr. I3y Minn C w Q $ O; 0 O do.tt z••. • a0WCI Q aQg.N • h • N�• lanpi-44.3 C 0 0 O J O 0 vi -J 0 w w V) it w • • ••• • • • •• to Ow p � N V I y' M 0 Jo Z z• � 30 O U-� FAX. (305) 593-6592 0 N to M to 0 c ) if; 0 c 0 0 _ 0 In UPDATED TO 2014 FBC NO CHANCE THIS SHEET A v ro 0 1) 0 al 0 O 0 0 a CD 0 c 0 0 1 0 ✓ a N.0 .Ui a0 .�, ai drawing no. W10-03 sheet -1 of 9 • • • EQUAL LITES=WINDQWSj ESI_GN_LOAD CCAPACITY.. ..,P,SFI FLANGE DIMS. BUCK DIMS. GLASS. 'YPE32A'&'A1' GLASS TYPES '13'&111' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) 1 Nr.(-) EXr.(+) 1 NT.(-) 19-1/8" 26-1/2' 37' 49" 53-1/8" 26' 18-1/8' 25-1/2' 36" 48" 52-1/8" .. 75.0 75.0 80.0 85.0 75.0a 75.0 75.0 80.0 85.0 25" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2' 37" 49" 53-1/8" 38-3/8" 18-1/8' 25-1/2' 36" 48' 52-1/8" 37-3/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2' 50-5/8 18-1/8" 25-1/2" - 36" - 48" 52-1/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.Q 37' I 49-5/4� 5 0_ i75.OJ 80.0 _ _ 85.0 49" 53-1/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2"25-1/2' 18-1/8' 62' 75.0 75.0 80.0 85.0 75.0 75.0 60.0 85.0 3T [ 83`! 36' 75..0_ 75.0 j 80.0 85.0 49" 53-1/8" 48' 52-1/B' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2" 37" 49' 53-1/8' 76" 18-1/8' 25-1/2" 36' 48" 52-1/8' 75' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2" 37' 46-1/2" 65' 18-1/8" 25-1/2" 36" 45-1/2' 84' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 WIDTH E 1&L UT_ES) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 UNEQUAL LITES TIINDOWS DESIGN LOAD CAPACITY - PSF E DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES 'A'&'A I' GLASS TIP '' B'&BI' WIDTH -3GHT WIDTH HEIGHT 'A' DIM. EXT.(+) 1NT•(-) EXT.(+ 1NT•(-) 53-1/8" .. 52-1/8" 75" 36-1/4' 75.0 75.0a 85.0 49" 79' 48' 78" 39-1/4' 75.0 75.0 80.0 85.0 26-1/2' 31' 33" 37' 43' 85' 1/2' 30 32" 36` 42" 84' 70-5/8' 75.0 75.0 80.0 85.0 63-5/8' 75.0 7 • 80.0 85.0 60" 75.0 5.0 80.0 ' 85.0 53-1/2' 75.0 75.0 80.0 85.0 45-1/4' 7 a 75.0 80.0 85.0 WIDTH FLANGE DIMS. BUCK DIMS tFLANGE F`fA�iil FLANGE DIMS BUCK DIMS EQUAL LEG FRAME BUCK DIMS - FIN FRAME BUCK DIMS - Xz" TYP. • ir EFLANGE ADAPTOR FRAME FLANGE DIMS UNEQUAL LITES (ORIEL TYPE) Engr: JAVAD AHMAD __CML - -- FLA. E # 70592 C . 538 o ••• • _ • •• •• • • • • • • • •• -PRODUCT REVISED- -- as as complying wish the Florida Building Code 1S-0512.+10 Acceptance No iRxirationDate 2020 Mian' 1 do Product Commit rm 0 0 I 0 0 Q 2 0' I o o o No • ga va QIAA 3d.N to FAX. (305) 262-6978 110 ALUM S.N. WDW. (L.M.I./S.M.I.) w 6 v) W LO w r a CJ • • rn In M a ar O LJ Oin • NM `° O •M r7 CI N Zz� • o Q Q ••• • • • •• c vi 0 rn L c 0 a U co 4) UPDATED TO 2014 FBC NO CHANGE THIS SHEET 4) 0 0 I0 0 0 0 0 0 c 0 0 0 0 14 0 Or 0 drawing no. W10-03 sheet 2 of 9 Z iv 1/8" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" interlayer Kuraray SentryGlas By 'Kuraroy Arnerica, Inc.' OR .090" Interlayer Kuraray Butacite PVB By 'Kuraray Arnerica, Inc.' 1/8" ANN. GLASS 0 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLA( SS TYPE 'A' YEMCJAM GU1SS' S.M.I. )) 1/8" HEAT STREN'D GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR • 090" Interlayer Kuraray SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Kuraray Butacite PVB By 'Kuraray Americo, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'El' 5/16" OVERALL LAM. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS 00 z 1/8" ANN. GLASS .075" Interlayer Saflex CP With PET Core O'Eastman Chemical Co.' R .090' Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Kuraray SentryGlas By 'Kuraroy America, Inc.' OR .090" Interlayer Kuraray Butacite PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW, CORNING 995 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70' OVERALL INSUL. LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING —EXTERIORPLY OF GLASS TYPE 'A1' & 'B1'"MUST -BE TEMPERED. (L.M.I ONLY) 0. a1 z 1/8" HEAT STREN'D GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Kuraray SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Kuraroy Butacite PVB By 'Kuraroy America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 0.70" OVERALL INSUL. LAM. GLASS Engr: JAVAD.AHMAD CML FLA. P 70592 C.A. 538 - PRODUCT -REVISED as complying with the Florida Building Code Acceptance No i '0 piral ion Date By 3 0 2015 "al • • • •• .•• • • •••• • •.•• . • •• •• • • . • 1 • • • • t SERIES SENTINEL • ..• • •• 410 (I1 re O O 0 3 O 0 z C9 U FAX. (305) 593-6592 0 .; O �., �L 0 Qt 8 0 0 U INTERLAYER k SPACER REV. .0 tu 0 0 0 0 O ori O 0 c m 0 O o- rV 0 1 0 8 .o u c drawing no. W10-03 sheet 3 of -9 • • • 4 0 E1 W 1BY WOOD BUCK a• -4 Q 4• . a 6 O J 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING •EOGEo.DIST. •• - SCREENS OPTIONAL SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL VENT HEIGHT -- pEDGE DIST. v 1BY WOOD BUCK • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 =WA j imp" METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING ............ FLANGE, & FLANGE ADAPTOR FRAME t TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8' MIN. • \ \ WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23/8". THE USE OF DEEPER OR BEVELED W00DBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING rr MIAMI-DADE COUNTY APPROVED ' MULUON & MULLION ANCHORS 1 SEE SEPARATE NOA I EDGE DIST. 1 JJ TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. (TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSI) f1 j4" 0!A" (LTRAOOWB `'ELCO'(Fung177 KSI, Fy=155 KSI)= t TO 2BY WOOD BU_C.KS OR WQ(}©=S-tki CTURES M1N=P_ENETRATIONT.INT W001 s, RAJ 1•`( BUCKS I'ITO CONT OR_MASO RN Y 1-1 4-M131=EMBED_INTO C( NC OR_MASONRY,i . • • •• •• • • •••• • • •••• • • •• •• • . . • .• • • • • • •• • IRECTLY INTO -CONT. OR)MAS »IRY) /4" N{"1N: EMBED INTO CONC. OR _MASONRY; #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) {TYPICAL EDGE DISTANCE) NTO CONCRETE ND MASONRY 2j_,_INr,. (TM1iI4 W00D4'STRUCTU•REE fl1" yoN.! (INTO =METAL STRUCTURE) e ciA 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 f'rn = 2000 PSI MIN. PRODUCT REVISED as complying with the Florida - Building Code Acceptance No ;ration Date -7744# 41, By U 1 - - Miami ade Product Cot Engr: JAVAD AHMAD CML FLA. PE 70592 C.A.N 3538 0 2015 052.10 2020 V M 0 J 0 J z 0 0 O 1- Q 2 0. �y • J re f7 O t 0 Q t~i to o o stka;i • N M _1 ') aEA•P . . • •• • )4 F w cnw it w N • • • • ••.• • • •• fn Ow O cn N r O � O Zz • 0 - 0� r Q U 0� 0 M .. 0 N O .N O a 0 co 0 0 a UPDATED TO 2014 FBG NO CHANGE THIS SHEET .0 46 0 0 0 0 0 N 0 m 0 0 0 0 l" u .0' 0 v , 0 r su drawing no. W 10-03 sheet -4 of- g ;• • •••• • • •••• .• • • • 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS 1/4" MAX RANG & FLANGE ADAPTOR FRAME SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS 1/4" MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH MIAMI—DADE COUNTY APPROVED MULLION St MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH #14 X 1 FH. SMS. FLANGE ADAPTOR FRAME c'1 . . • • . •. • . . . •. •... . .. • • • • •• INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N1 3538 ►I 1f : t 2015 -PRODUCT REVISED as complying with the Florida I3uilding Code ! 0 ' 7. Acceptance No !•O5 , u iralion Date By M 4111 ✓./. ,.r. : r' Product • tr A COMP -AN L\W10-03CG1 r .• . 0 vi -J Q W w w . • 0.1• N ID• . of .. In 0 0 in M N 0 v (1i c 0 0 C 0 47 a 0 4) '0 UPDATED TO 2014 MC 0 z to 0 v 0 ri 0 a_ ai 0 a 0 `J 0 c 0 O 0 s r 0 0 .01 e drawing no. W1 0-03 sheet 5 -of 91 • • • —. . ...• • • • • • • • 18Y WOOD BUCK • • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EQUAL LEG FRAME MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. \_ TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIMS BUCK WIDTH K WIDTH MIAMI—DADE COUNTY APPROVED MULLION dc MULIJON ANCHORS SEE SEPARATE NOA BUCK WIDTH SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL #14 X1" FH. SMS. E. •L LEG FRAME CAN BE INSTALLED DIRECTL TO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. 2 3/8" MIN. •DD • EDGE TYPICAL ANCHORS SEE ELEV. " FOR SPACING WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING _ PRODUCT REVISED as complying with the Florida Building Code Acceptance No f • • i2.10 'ratio Date ! Icy. de Product Control sheet 6 of _9 ILLU EXT. 0 NT. FINISHES NOT BY TWE DTLS. ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING FIN FRAME BACKBED CAULKING TYPICAL ANCHORS: SEE ELEV. FOR SPACING #S SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL WOOD STRUCTURE NOT BY CGI BUCK HEIGHT 1/4' MAX. GAP 1/2" MIN. 1/2" MIN. BACKBED CAULKING HOUSE WRAP NOT BY CGI EXTERIOR D.L. OPG. BACKBED CAULKING HOUSE WRAP NOT BY CGI :.• ODUCT REVISED as • nplying with the Florida Buil s Code Acceptan• o 15.0512.10 B '' .tion By Miami ade Product TYPICAL ANCHORS SEE ELEV. -- -FOR SPACING — drawing no. W10-03 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS El CG1-100 I FRAME HEAD 6063-T6 - E2 CGI -101 1 FRAME SILL 6063-T6 - E3 CGI -102 2 FRAME JAMB 6063-T6 - E4 CGI -103 1 MEETING RAIL 6063-T6 - E5 CGI -104 1 LOCK RAIL 6063-T6 - E6 CGI -105 1 HANDLE RAIL 6063-T6 - E7 CGI -106 2 SASH RAIL 6063-T6 - E8 CCI -107 AS REQD. 5/16" GLAZING BEAD 6063-T5 - E9 CGI -108 AS REQD. 0.700" GLAZING BEAD 6063-15 - El0 CGI -109 AS RECD. FRONT FLANGE ADAPTOR 6063-T6 - El1 CGI -110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - E12 CGI -135 1 FLANGE FRAME HEAD 6063-T6 - E13 CGI -136 2 FLANGE FRAME JAMB 6063-T6 - •• •'y - E14 _ CGI -137 _ 1 _ FLANGE FRAME SILL _ 6063-T6 .. y - E17 CGI -605 OPTIONAL SCREEN FRAME 6063-T5 - ' ••.. • y M1 CGI -382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - •••• M2 CGI -111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. • M3 CGI -112 AS REQD. EQUAL LEG COVER/SHIM, 3' LONG AT ANCHOR LOCATIONS PVC •• •• - • M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 80±5 SHOFCE A' ; M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. • • - • • M10 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. •' • M11 W23201NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -129 1/ WDW. EGRESS LOCK ALUM. SULLNAN M13 CGI -131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26018WN - D BULB -T SLOT PVC ULTRAFAB OR EQUIV. M15 CG1-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI -130 2/. WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUN. M18 CGI -132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI -125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUN M23 CGI -134 - SILL SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - 54 - 4/ WDW. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - - S5 - 2/ WDW. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - S6 - 2/ LOCK # 6 X 1/2" LG. FH. SMS. 0 CGI -133 & CAM LOCK - - Engr: JAVAD AH MAD :CML FLA. PE # 70592 C.A.N. 3538 15 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 -0 1 Bx,irati/on Date ' 4[7.. P MiamBy�./ 1 ade Product l 0 r) 0 0 J a O 0 „• ••• ._-. • • • '• • N a) Vi • In co • 1 M co ul 0 Z 0) J 0 J w F w to w c W v) • '• •••• ) • • .•••• • • • Ce .F • W Q O ") O W 0 Ge u_ tn- r- 3cVM `° o .M M O � Zz�.. O 0o � Q d 0,m �• (n G 0 L_ c O a L 0 N 0 0 W UPDATED TO 2014 MC NO CHANCE THIS SHEET O 0 D 0 0 0 0 0 0 0 0 C a m U 0 N 0 0 v u drawing no. W10--03 (sheet 8 of 9 VENT TOP CORNER ORNER • • • . . •• • • ..•. • • •••. • • •• •. • • • • • . •• • .180 VENT BOTTOM CORNER Engr: JAVAD AHMAD C L FLA. PE # 70592 C.A.N. 3538 i! 02015 PRODUCT REVISED as complying with the Florida Building cpCode ' � � EA Acceptance No pirat mi Date..17.45v= 'I&2020 r ` Mii Dade Produe s co O $ Q N a� v eg 0 O 3 O D a 012 0 • Q u••Ifl 1L '16 MI J�MQ J C9 0 M 0 0 Q 0 0 0 C -J 0 w Z (/)w LU w r • • • • Cs, rn • to M o, V). • - ct • • in O L.LJ 0 1- eki c1/41 0 1n - r' • Ntrj ro o .'Jr ZZ� o0 5.. Q c8i o - co c 0 .N c0 1 0 F 2 NO CHANGE THIS SHEET • 0 0 0 M 0 0 0 g 0 1c m 0 c C4 L a u drawing no. W 10-03 •� • • •. • (sheet 9 of 9-) - - • -- .065 - -- - FRAME FRAME �1 TOP ( BOTTOK 2.505 2.505 1.745 -� 811 1.550 1.680 I -� 811 1.245 .745 .065 NP. .745 .065 TYP. ® FLANGE 1.015 FRAME HEAD .050 ® NAIL - 1.395 FIN ADAPTER E1 FLUSH 1.015 FRAME HEAD 1.583 - 1.583 - - 1.007 - .065 _ lYP. - - .745 - - - - - .065 TYP. 1.368 .065 _ TYP. 2.113 1.015 3.675 1.429 3.175 1.429 3.175 E4 MEETING L1.220 -.1 RAIL .500 1.000 500 2.505 E2 FLUSH FRAME SILL 1 220 2.505 FLANGE FRAME SILL 1.043 p I 1.788 1.3011 .500 1.301 2.440 065 TYP. 065 2.440 065 . a E5 1.015 LOCK RAIL F� 1.015 1.015 - L__ .745 - - .745 2.195 2.846 ® FLANGE FRAME JAMB E3 FLUSH 2.346 FRAME JAMB 1.043 1.892 .065 TYP 490 .120 -1 r 705 .050 TYP. 70 5 -.I E9 .700" .050 TYP. .864 1 GLAZING BEAD -d E6 1.015 L.-- HAND RAIL -,1 E8 5/16" GLAZING .864 BEAD -1.395 .745 - _ 1.395 tr 3 .180 r____ { 1.449 �Il -ikti---1-1.025 - I .293 - 1.450 b .065 1•015 0503.-- 065 M3 -FLUSH FRAME- � COVER - - �- .550 Z - -FLANGE-ADAPTOR .050 .060 1.413 -e - - SCREW COVER- - - - - 0- - - SASH RAIL - VENT TOP CORNER ORNER • • • . . •• • • ..•. • • •••. • • •• •. • • • • • . •• • .180 VENT BOTTOM CORNER Engr: JAVAD AHMAD C L FLA. PE # 70592 C.A.N. 3538 i! 02015 PRODUCT REVISED as complying with the Florida Building cpCode ' � � EA Acceptance No pirat mi Date..17.45v= 'I&2020 r ` Mii Dade Produe s co O $ Q N a� v eg 0 O 3 O D a 012 0 • Q u••Ifl 1L '16 MI J�MQ J C9 0 M 0 0 Q 0 0 0 C -J 0 w Z (/)w LU w r • • • • Cs, rn • to M o, V). • - ct • • in O L.LJ 0 1- eki c1/41 0 1n - r' • Ntrj ro o .'Jr ZZ� o0 5.. Q c8i o - co c 0 .N c0 1 0 F 2 NO CHANGE THIS SHEET • 0 0 0 M 0 0 0 g 0 1c m 0 c C4 L a u drawing no. W 10-03 •� • • •. • (sheet 9 of 9-) - - • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) oars) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 Cqunty Pit jis t ontrol . • • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade• Colirlly) reset -we the right • to have this product or material tested for quality assurance purposes. If this prock#•or material=fails r t • • • • perform in the accepted manner, the manufacturer will incur the expense of suclettStitig and the•AHJ ma : immediately revoke, modify, or suspend the use of such product or material within' itie`ir jurisatoticla. RE reserves the right to revoke this acceptance, if it is determined by Miami -Dade tourity Product:�ontrQl;' Section that this product or material fails to meet the requirements of the applicable ttAltng 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. • 1 • PES RIPTION:Series"Sentinel 130" Aluminum ixe in ow` .M.I. • • • • • APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Wincew (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. ' ISSILEIMPACT RATING: Large and Small Missile Impact Resistants LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • • MANMADE COUNTY APPROVED ‘NOA No. 130413;03; (Expiration Date Septemberz,'.020 (Approval DateLJune 25, 2015,) Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC T4 .M-94 2) Large Missile Impact Test per FBC, TAS 201-94. • • • • 3) Cyclic Wind Pressure Loading per FBC, T4K;Q)-94 •.; along with marked -up drawings and installation diagram of a serids?500 PVC fixed • window, to qualify DuPont "Butacite" PVB interlayer, Durasql®Paid Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories; refit Repot 1Vq. CTLA-3056 WA, dated 03/03/15, signed and sealed by RamegIj' .Pate1,•$F. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading tompLiC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 281-94• • 3) Cyclic Wind Pressure Loading per FBC, TSVd3-94 ; . . • • along with marked -up drawings and installation diagram of a series 7400 PVe4roject out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 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 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 Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) aftted0/ Manuel ' • Cz, P.E. Product Cantr ambler NOA No. -0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-1 { CGI Windows & Doors C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 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. 11-0624.02 issued to E.I. DuPont Ae uours & Co., Ino. . for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expirii g on1'1117. . 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DdNelnours & to. , Inc. • for their "DuPont Butacite® PVB Interlayer" dated 04/11/1 ,e yiring •du.P2i l 1/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chem oal:Company (MA) • • for their "Saflex Clear and Color Glass InterIayers" dated 0;19/14, exp#tip4vn 05/21/16. a • 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical CompaityxMA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. • • • F. .STATEMENTS 1. Statement letter of conformance, complying wiTITSPK..51h Edition (2014),tand_of no; financia –interest, dated_July-18, 2014, issued by Alr,Farooq Corporation, signed—aril sealed by Javad"Ahmad, (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. .Abraham, P.E. (Submitted under NOA No10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — -L.M.I. approved on 10/16/14 and expiring on 09/22/15. E-2 cot! te‘) / Manuel Per '.E. Product Control E er NOA No. 15-0 ' " 3.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 rn 6" MAX. HEAD/SILL CORNERS _ 49" FLANGE WIDTH D.L. OPG. 18" MAX. SHORTER SIDES 1•••• tFLANGE &1 FLANGE ADAPTOR FRAME 48" BUCK WIDTH D.L. OPG. Y 0 w 2 0 07 0 O O FALSE MUNTINS (SURFACE APPLIED) OPTIONAL I I II II II I I I I I I II II II %D" • S/04 -7D f�T .% - IL SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM: IS -PRODUCT- HAS-BEEN DESIGNED AND TESTED TO COMPLY WITH THE,„....‘ EQUIREMENTS OF THE FLORIDA_BUILDINGCODUNCLUDING-HIGH_VELOCITY U RICANE ZONE (HVIZ); - WOOD- BUCKS, BY OTHERS,-MUST'BE ANCHORED PROPERLY TO TRANSFER - LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT —COME-INTO CONTACT -WITH' OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. B1 4 4 8" MAX. SHORTER SIDES - i0 ce alto 0 'o 0 EQUAL LEG FRAME W. LENGTH WINDOW WIDTH I I WINDOW WIDTH i` 0) 0 w w 0 -1 a 0 49" FLANGE WIDTH D.L. OPG. 11 T I / / L % _LL _ -r T 7 4 N W W 0 o OV) 6" MAX. HEAD/SILL CORNERS WINDOW WIDTH W. LENGTH 18" MAX. SHORTER SIDES 1.. 0 m TYPICAL ELEVATIONS ANCHOR SPACING SHOWN -HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 ''FOR FIN FRAMES. 96" • • • BUCK'HEIGHT • D.L. OPG.' • •••i ••• • • O O II II H _II_ 1 11 — 1L---- 11 11 11 II /� II 11 0 II 11// II II 11 II 11 '% 11 11 JL--__ 11 11 11 11 �� 11 6" MAX. CORNERS WINDOW WIDTH - WINDOW WIDTH — — WINDOW WIDTH THESE WINDOWS FOR. LA ARE RATED RQE�& SMALI_MISSILE:IMPACT.3 (SHUTTERS.ARE_NOT REQUIRED) W. LENGTH WINDOW WIDTH 1 ----i J L W. WIDTH { E I - 1 L ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED -BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 0 0 z 17" MAX. PAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" Engr: JAVAD AHMAD CML FLA. PE70592 C.A.N. 538 STRAIGHT SIDES LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCT REVISED as complying with the Florida Building Code /5-�4i 2 Acceptance No ,'ration Date �).] • ade Product Control. By Miami C9 0 N 0 0 3 J Z a 0 0 • •••• •• • • , • • • • • ice( • • • • • ••• •1••• • • • r-. • c1 • • - J • 1•••• M• • 0)•/ •••• • • • Ir)• • O LI O w OE 00 N1.0 Nrj 0 N) M Z_z� p -M cn o� .. •••• • • FIXED WINDOW u, tn 0 in4 0 y .5 0 0. 0 y a) W S Y z 0 0 2 UPDATED TO 2010 FBC UPDATED 70 2014 FBC NO CHANGE THIS SHEET 0 CO N 0 O 0 N 0 0 0 c 0 0 J date: 01-30-10 Its 1ti V c 1. .drowing no..\ W1 0----;02 (sheet 1 of 6 1 FLANGE HEIGHT D.L. OPG. o I 1 a I_ 1 I 1i 1 1 1 1 1 rr - If II / I. /, // _ __JL ter % 1 -r II 11 11 1 11 - -LI r tl- -r I -IF --LL-- 1 II © 0 - t 1 - 1•••• tFLANGE &1 FLANGE ADAPTOR FRAME 48" BUCK WIDTH D.L. OPG. Y 0 w 2 0 07 0 O O FALSE MUNTINS (SURFACE APPLIED) OPTIONAL I I II II II I I I I I I II II II %D" • S/04 -7D f�T .% - IL SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM: IS -PRODUCT- HAS-BEEN DESIGNED AND TESTED TO COMPLY WITH THE,„....‘ EQUIREMENTS OF THE FLORIDA_BUILDINGCODUNCLUDING-HIGH_VELOCITY U RICANE ZONE (HVIZ); - WOOD- BUCKS, BY OTHERS,-MUST'BE ANCHORED PROPERLY TO TRANSFER - LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT —COME-INTO CONTACT -WITH' OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. B1 4 4 8" MAX. SHORTER SIDES - i0 ce alto 0 'o 0 EQUAL LEG FRAME W. LENGTH WINDOW WIDTH I I WINDOW WIDTH i` 0) 0 w w 0 -1 a 0 49" FLANGE WIDTH D.L. OPG. 11 T I / / L % _LL _ -r T 7 4 N W W 0 o OV) 6" MAX. HEAD/SILL CORNERS WINDOW WIDTH W. LENGTH 18" MAX. SHORTER SIDES 1.. 0 m TYPICAL ELEVATIONS ANCHOR SPACING SHOWN -HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 ''FOR FIN FRAMES. 96" • • • BUCK'HEIGHT • D.L. OPG.' • •••i ••• • • O O II II H _II_ 1 11 — 1L---- 11 11 11 II /� II 11 0 II 11// II II 11 II 11 '% 11 11 JL--__ 11 11 11 11 �� 11 6" MAX. CORNERS WINDOW WIDTH - WINDOW WIDTH — — WINDOW WIDTH THESE WINDOWS FOR. LA ARE RATED RQE�& SMALI_MISSILE:IMPACT.3 (SHUTTERS.ARE_NOT REQUIRED) W. LENGTH WINDOW WIDTH 1 ----i J L W. WIDTH { E I - 1 L ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED -BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 0 0 z 17" MAX. PAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" Engr: JAVAD AHMAD CML FLA. PE70592 C.A.N. 538 STRAIGHT SIDES LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCT REVISED as complying with the Florida Building Code /5-�4i 2 Acceptance No ,'ration Date �).] • ade Product Control. By Miami C9 0 N 0 0 3 J Z a 0 0 • •••• •• • • , • • • • • ice( • • • • • ••• •1••• • • • r-. • c1 • • - J • 1•••• M• • 0)•/ •••• • • • Ir)• • O LI O w OE 00 N1.0 Nrj 0 N) M Z_z� p -M cn o� .. •••• • • FIXED WINDOW u, tn 0 in4 0 y .5 0 0. 0 y a) W S Y z 0 0 2 UPDATED TO 2010 FBC UPDATED 70 2014 FBC NO CHANGE THIS SHEET 0 CO N 0 O 0 N 0 0 0 c 0 0 J date: 01-30-10 Its 1ti V c 1. .drowing no..\ W1 0----;02 (sheet 1 of 6 BUCK WIDTH D.L. OPG. 48" 48" BUCK WIDTH D.L. OPG. BUCK WIDTH D.L. OPG. TYPICAL ELEVATIONS 6 MAX. HEAD/SILL ._ CORNERS. 16" MAX. STRAIGHT _ _SIDES 96" BUCK WIDTH D.L. OPG. •• • •••• • • •••• �• 11 I I 11 --111- kl- 11 1 • • 11 11 iii. 11 11 11 II II // 11 11 11 11 11/.77 11 11 11 11 11 u JL____ =T1====___= i1 ====IIF= 11 il 11 11 11 11 11 11 F_ 16" MAX. MAX. 16" MAX. STRAIGHT HEAD/SILL STRAIGHT SIDES CORNERS SIDES FIN FRAMES 6" MAX. CORNERS 16" MAX. STRAIGHT SIDES ALTERNATE SHAPES SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES PRODUCT REVISED complying with the Florida ng Code Ac 15 041 .D Accep ce No Ex ratio • le 7 Ig'4 By- Miamade Produc sheet 1.1 of 6 BUCK HEIGHT D.L. OPG. I —It I 1 — _- I 1 1 1 71 -_ III H— 11 _II, II II II 11 rr _ // —_JL 'Y _=----Ir _U -r II I II � II I _ .0 r 11. T � _ --ii- -- 1 1 Ii 62 96" BUCK WIDTH D.L. OPG. •• • •••• • • •••• �• 11 I I 11 --111- kl- 11 1 • • 11 11 iii. 11 11 11 II II // 11 11 11 11 11/.77 11 11 11 11 11 u JL____ =T1====___= i1 ====IIF= 11 il 11 11 11 11 11 11 F_ 16" MAX. MAX. 16" MAX. STRAIGHT HEAD/SILL STRAIGHT SIDES CORNERS SIDES FIN FRAMES 6" MAX. CORNERS 16" MAX. STRAIGHT SIDES ALTERNATE SHAPES SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES PRODUCT REVISED complying with the Florida ng Code Ac 15 041 .D Accep ce No Ex ratio • le 7 Ig'4 By- Miamade Produc sheet 1.1 of 6 IDESIGN LOAD CAPACI9 '- FLANGE DIMS. FLA NGE DIMS. BUCK DIMS. LASS TYPES 'C'dc'C1 GLASS TYPES 'D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L _EXT.(.+.)1NT.(-) I EXT.(+) 1 NT.(-) 24' 23" 29" - 35" 40' 23" 29" 35" 41" 80.0 >l _ 80.0 80.0 80.0 30" 36" 42" (5..+ 35. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 d 48' 54' 60" 61" 80.0 47" 53" 59" 60' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - 24' - 30" `36' - - - - - - 23" 29" 35" - 41"47• 47" 53" 59' 60" - 80.0 -80.0 - • 80.0 - 80.0 - 80.0 80.0 80.0 80.0 80.0 - 80.0 80.0 80.0 70.2 70.2 80.0 80.0 42"" 80.0 80.0 80.0 61.3 61.3 80.0 80.0 48" 1 61.3 54' 60" 61" 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 81.3 61.3 80.0 80.0 24" 30' 36" 42"60" 48" 54' 60" 61" 58.0 23" 29" 35' 41" 47" 53" - 59" 60' 59• 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.8 48.8 65.1 65.1 24" 30" 36' 42"72" 48" 54' 60" 61" 76" 23' 29' 35" 41" 47" 53' 59" 60' 71" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.0 48.0 64.0 64.0 24' 30" 36' 42"84" 48' 54" 56" 23" 29" 35' 41" 47" 53" 55" 63. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 70.0 70.0 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 52.4 52_._ 69.8 69.8 1 24" 1 23" 29" 35" 80.0 -80.0 1 80.0 80.0 30' 36'97" 42" 48" 49" 96" 80.0 80.0 80.0 80.0 75.6 75.6 80.0 80.0 65.2 65.2 80.0 80.0 41" 47" 48" 60.6 60.6 80.0 80.0 59.6 59.6 80.0 80.0 24' 30" 36' 42' 45' 102" 23" 29" 35' 41" 45" 101' 80.0 80.0 80.0 80.0 80.0 80.0 • 80.0 - 80.0 74.6 74.6 80.0 80.0 65.7 65.7 80.0 80.0 59.3 59.3 80.0 80.0 24' 30' 36' 42' 44' 108" 23" 29" 35" 41" 43" 107' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.8 73.8 80.0 80.0 62.4 -62.4 - 80.0- - 80.0 - 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'Cl' GLASS TYPES 'D'&'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) ANT.(-) 24' 30" 36" 41' 114" 23" 29" - 35" 40' 113" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.0 ` 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24" 30120" 36" 39" 80.0 23" 29" 35" 38" 119" 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 80.0 80.0 24" - 30" 36" 39' - - - 121" -23" - 29" 35" 38" -~ - 120" - - - 80.0 - - - 80.0 80.0 - 80.0 - 80.0 80.0 80.0 80.0 - -72:3 - _ 72.3 80.0 - - 80.0 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'C1' GLASS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) WIDTH (W)'LENGTH (L) EXT.(+) ANT.(-) EXT.(+) ANT.(-) 19-1/8" 26-1/2" 37"26" 48" 53-1/8" 61" 18-1/8" 25-1/2' 36" 47" 52--1/8' 60" 25" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 26-1/2" 37"36" 48" 53-1/8" 61" 38-3/8' 18-1/8" 25-1/2" 47" 52-1/8' 60" 37-3/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0 19-1/8" 26-1/2" 37'50-5/8. 48" 53-1/8" 61' 75-1/4" 93-3/4" 18-1/8" 25-1/2' 36" 47"49-5/B" 52-1/8' 60" 74-1/4' 92-3/4" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 76.5 76.5 19-1/8' 26-1/2" 37"63„ 48' 53-1/8" 61" 75-1/4' 18-1/8" 25-1/2' 36" 47" 52-1/8' 60" 74-1/4' 62" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 46.5 46.5 61.9 61.9 19-1/8" 26-1/2" 37" 48" 53-1/8' 61" 76" 18-1/8" 25-1/2'- 36" 47" 52-1/8' 60" - - 75, 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 78.9 78.9 80.0 80.0 61.3 61,3 80.0 80.0 55.3 _ 55.3 73.7 73.7 48,0 48.0 64.0 64.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 L i W -J NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. lz' T1LfP. BUCK DIMS FLANGE FRAME FLANGE DIMS BUCK DIMS • • • •. • • EGUAL LEG FRAME BUCK DIMS 1 FIN FRAME BUCK DIMS • • • • •• • -Tr FLANGE ADAPTOR FRAME FLANGE DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 Engr: JAVAD AHMAO CML FLA. PE # 70592 C.A. 3538 015 PRODUCT REVISED as complying with the Florida Building Code r.�A, Acceptance No Ex 'ration Date By Mian Product Control N 0 J O r - W � 0 to . W cc C I CC j•Z <-1fivatI.-N •L w •NI o QWaz • • • M ••• •• • • • • N _1 ID •• • 0••• • u) - z • o O M x Ow tY V) pc F " 3N° z 0 .'o ' Z� _Z. cwn 3O _ M O a 0 0 U • •• • • c 0 .> c O a 0 0 Id 6 0 UPDATED TO 2014 FBC NO CHANGE THIS SHEET 0 1, CO CY 0 0 0 v N 0 0 0 0 0 w ,r 0 0 M 0 v i 0 v i drawing no. W10-02 sheet 2 of 6 • • • ••• ••.• •• • • •••• 3/16" ANN. GLASS .075" Interlayer Satlex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryGlos By 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interlayer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" (G-IASS8—TY PE) 'C' -1/is OVERATE I.AM: clams) (L.M.I. Sc S.M.I.) 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interloyer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS 3/4" MIN. 7YP F m a) 3/16" ANN. GLASS .075" Interlayer Saflex CP With PET Core 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Gloss O'Eastman Chemical Co.' R .090" Interlayer DuPont SentryGlos By 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interloyer 3/16" HEAT DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL_BY_ QUANEX'_ OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'CI' 1" OVERALL INSUL. LAM. GLASS (S.M.I.)_ IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED. (L.M.I. ONLY) 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core 8y 'Eastman Chemical Co.' OR .090" Interlayer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryGlos 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interlayer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 EXTERIOR XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR r—DURASEAL BY- 'QUANEX' OR SUPER SPACER BY 'QUANEX AT 1/4 POINTS ALL SIZES GLASS TYPE 'D1' 1" OVERALL INSUL. LAM. GLASS Zm a >4 yjISILICONEll_ GE 1200 DOW CORNING 899 DOW CORNING 995 M • • • • • .• • • ••.. • • .•.• • • •. •. . . • • • • .• • • SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL GLASS TYPES 'CI'-& 'Di' — Engr: JAVAD A}{MAD CML FLA. Pe lc70592 C.A.N. 38 MAY PRODUCT REVISED as complying with the Florida Building Code n,� Acceptance No 13-C141 Exsiration Date .s jl1 Pallb k3yJ ,I/4.. l-_ ?Aiain' ade Product Con d 0 2,9 0 0 O 0 0 0 C . •• J 0 12 0 SERIES SENTINEL • •. • 1 • • .. • • H • • • c0 ••. • D. • • 6 •. E 0 na 0 N b F- 0 z 0 Z NO CHANGE THIS SHEET UPDATED TO 2014 FBC INTERLAYER dc SPACER REV, G) 0 ad 0 d d n 0 0 lC 0 0 W LL date: 01-30-10 a u a l° drowing no. W10 -02 - sheet 3 of 6 TYPICAL INSTALLATION DETAILSI THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE (FLANGE) - 1 B WOOD BUCK 1YPICAL MICHORS SEE ELEV. FOR SPACING EQUAL LEG 1 II I. 1 11 :I 11 1119 allragalk 4'D 1BY WOOD BUCK ito TYPICAL AR$CHORS SEE ELEV." FOR SPACING (FLANGE) ilyPicAt t€DGE DTTANCE (INTO COTICRLIE 4ND=MA54NRY QWtO WOOD_STRUCTURE_< (1 Mr {INTO; uMETALiSTRUCTURE 3J4"MiN CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES 2BY WOOD BUCK OR WOOD STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING p,1 o = imam it Wiwi EQUAL LEG 2BY WOOD BUCK OR WOOD STRUCTURE '11111*71F' . ul, J TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS - DIRECTLY INTO CONCRETE (FLANGE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS EQUAL LEG s,..4 •• 1. —041111111111r o TYPICAL ANCHORS o –SEE ELEV. FOR SPACING •v °• (FLA -NG -0 INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS METAL STRUCTURE TYPICAL ANCHORS r– SEE ELEV. FOR SPACING • ••• ••- . • ••.• . • •..• • •• •• • • •• • • • • 00 E 0 UAL METAL STRUCTURE TYPICAL ANCHORS —SEE ELEV. FOR SPACING —7j! ci 'l armrRI ('TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4! DIA. TAPCON BY 'IIW' (Fu=120 KSI, Fy=92-KSI)- -- ►174" DIA. ULTRAQON BY 'ELCO' (Fu -177 KSI. y 55:KSI) ONTQ 2BYWOOD BUCKS (R WOOD STRDCTURESI (1_1/2'LWARN=PENETRATION:INI.O WQQp (THRU-I BY BUCKS iM'0 CQNCOf- MASO .R.7) (- % 4"-MIt . EMBEp INTO GONG. OR MASONRY) LQIEfCTLY TN_TQ=CONC._OR M SONRY =1/44"-MINTEMBED INTOCONC. OR MAUNIY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) _ _ INTO__METAL STRUCTURES _ STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) 1#14SMS ORS SELF—D 2ILLING—SCREWS) (GRA€C E_2 GRs) PINTO-MIAMI=DADECOONTY APPROVED MULLIONS (MIN: HK) Qc0901-7 (NO SHIM SPACE) WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Engr: JAVAD AHMAD CML FLA. PE 70592 C.A.N. 38 MAY PRODUCT REVISED as complying with the Florida Building Code ,5_ MAS A 0 Acceptance No c!7 ExtiraiionDale 736/.4" / Y ' / Miami ade Pro. uget nirol N 0 0 COMP-ANL\W • 1•••• • .._ .. • V1 J B ii J N) z . ••• • • • • • • • • •.• • • •• In O • w Oc N o 3 NW') Q • �r n ZzE off - 593-6592 0 N C 0 N O a 1 U y O w 1- V 0 z NO CHANGE THIS SHEET UPDATED TO 2014 FBC NO CHANGE THIS SHEET T 0) 15 00 O!V 0 0 v O O U 0 W LL dote: 01-30-10 L 0 drawing no. W10-02 sheet 4 of 6 • •. •••• • •• • • TYPICAL INSTALLATION DETAILS � 0 o 1 ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW AL-FAROOQ CORP. XNGIN�I. .E,�f�is 8c PRODUCT DEVELOPMENT ' 12.35 .E .BSI. AVE • 4VIIAMII fLOJiIDA 33174 TEL. (305) 2648100 FAX. (305) 262-6978 INSTALLATI• DETAILS THRU_1X-_ WOOD BUCKS 0 CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR - INSTALLATION DETAILS I v METAL STRUCTURES OR INT!. ` PPROVED MULLIONS FLANGE ADAPTL' TYPICAL ANCHORS 1/4" MAX. SEE ELEV. 28Y WOOD BUCK FOR SPACING SHIMS METAL ® OR WOOD STRUCTURE TYPICAL ANCHORS a STRUCTURE B 3 ® A3 SEE ELEV. • ;•. /; r - - - -FOR SPACING a a ® •• - - - TYPICAL ANCHORS - •.. SEE ELEV. L_ ® _ o FOR SPACING • !WNW E. - ED 13 MUM a • 111 a) iiiillhhi. • SERIES SENTINEL 130 ALUM FIXED WINDOW (LM.L)(S.M.L), CGI WINDOWS Sc DOORS 10100 N.W. 25TH STREET :. MIAMI, FL. 33172 ••• TEL (305) 593-6590 FAX. (305) 593-6592 I • A • 11f■ iimm- D. 1 1 ID - a laigle. �-• V/ MIN., I NI '• • ® F'L�. • • • ° bl ■ �� • • • • v o� . • • • WOOD . D• ° 1BY BUCK . TYPICAL A1(CHORS SEE ELEV. FOR SPACING ®• ® ; , E6 E2 E3 'rVI • • • 2 3/8" MIN. 1/4" MAX. BUCK HEIGHT 1/4" MAX. GAP -o GAP b a •\\ WO •' S '4CTURE NOT = ` GI 1/2" MIN. 1/2' MIN. •• . E2 C 2 2 3/8" MIN. FIN FRAME ® BACKBED CAULKING asi •• ••• TYPICAL ANCHORS: S = LEV. FOR SPACING :--. •escri• ion NO CHANGE THIS SHEET W N (A W C7 L O z UPDATED TO 2014 FBG W in '" 41 W U' g o z • ••#8 SMS (GRADE 2 CRS) - INTO 2BY 1y_-- �• WOOD 0 ."' S OR WOOD STRUCTURES _ ^ - ^ __ _ _- WHEN USED THE MIN. WOOD 1-1 4" MIN. P a / RATION INTO WOODimw= BUCK DEPTH SHALL BE 2%". ® �' THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. e NOT 8Y CGI ® EXTERIOR BUCK WIDTH BUCK WIDTH D pd%m - o r N 0 ov o N 0 d 0 I-- __ rr MIAMI-DADE COUNTY I MIAMI -DADS COUNTY APPROVEDI I , 11 1 APPROVED MULLION MULLION & MULLION ANCHORS a.) 0 u o w ... MULLION SEE SEPARATE NOA _ - - _ - illirr I 1 .I�_�■I & ANCHORS SEE SEPARATE NOA I��c o +i o ° „ , S, ,'0 o •�Ii I_II� JJ Enyr: JAVAD AHMAD --_v_._-.:-•-- 'ODUCTREVISED Ii 1 I.. ._ _ -• : �� CML ��-, FLA. PE 70592 as plying with the Florida 1 L�`�� CA. 538 I3uil. ... Code 1 I Accepian , o 1 ''0413. OS __J I ll 1iration 773a ' gad - - - - TYPICAL ANCHORS SEE ELEV. FOR SPACING A a 0Y 11 i �.. i�i.'�� Mia ' Dade Product o < ( drow'ng no. .. 0-02 14 X 1" SMS. - - - -- - --- - - - - — - ;Y L1P'O155 - - - - sheet 5 of 6 •••• • • •••• • ••• • • ••• •• • • 2.505 FLANGE FRAME E2 FLUSH FRAME/FIN FRAME .675 r_ .995 .050 TYP. .975 d 1.184-I GLAZING BEAD (LAM. GLASS) �j r-.120 99 F .050 TYP. 1.184 -moi E4 GLAZING BEAD (LAM. INSUL. GLASS) f 1.000 .125 � 500 GLAZING ANGLE (LAM. INSUL. GLASS) 1.130-1.065 1.550 .050 -� 1.395 1.680 NAIL FIN ADAPTER 1.450 .550 .050 .180 E6 FLANGE ADAPTOR- 1_ �--1.395 r.180 .050 -7 .065 FLUSH FRAME COVER M2 1.119 L4 Ij 291 .050 -FL-,.oe,-aim SCREW COVER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS El CGI -118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI -119 4/ WDW. FLUSH FRAME/F1N FRAME 6063-T6 - E3 CGI -121 -4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CGI -123 4/ WDW. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - E5 " CGI -110 4/ WDW. - -NAIL`F1N ADAPTOR - 6063-76 - E6 CGI -109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI -382V AS REQD. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI -124 AS REQD. SCREW COVER- OPTIONAL PVC - M3 CGI -112 AS REQD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8") 6063-T5 - M5 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 #10 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PHL. PH SMS ST/ST - • • CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS Engr: JAVAD AHMAD CML FLA. PE #70592 C.AN 3538 2015_ •• • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15 iration Dale By Mia 1x ado Product Con6 ••••. • • •••• • •• •• • • • • • • • • • •• o g102° • J W cO t• f J N iX p S t oo u. o0. g o�'•� �• Ob •iv Q•W y' ' 0 a • •. • • • •••• • • ••:•' • • ••• •• •• • Cri• —i M 3 X e d • ((0 •• • M • • in •ain oof ID 3 eq `(0 o M I n g),z z� ) 3t0 Q v Q • CO c 0 O n L U O NO CHANGE THIS SHEET UPDATED TO 2014 FBC NO CHANGE THIS SHEET • •• •••• • •• 44. 0 v cd 0 0 a N 0 n 0 0 0 0 w 0 0 O .•0 drawing no. W10=-02 • sheet 6 of 6 • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) AGI Windows and Doors, Incl (1"676:51727§7"44.e0) (Miami, FL 33172) 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). MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mir midade.gov/economy This NOA shall not be valid after the expiration date stated below. The Miami-D4de yrnty Pttit11.1Ct Conttot •: • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reservethe right •- to have this product or material tested for quality assurance purposes. If this �zocrlct �r material fails.to perform in the accepted manner, the manufacturer will incur the expense of such.t ting and.the.AHJ n • •; _ immediately revoke, modify, or suspend the use of such product or material within, their jurtisdiatibn. RE... reserves the right to revoke this acceptance, if it is determined by Miami -Dade :Gepty PJ•edpct Conte; •: Section that this product or material fails to meet the requirements of the applicable batlding cott. • This product is approved as described herein, and has been designed to compl} ri:the Florida Buildini. • Code, including the High Velocity Hurricane Zone. • - QDESCRII'TION:•Series "238"Outswing Aluminum Casement Window .L.1i } : • • • • • APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. (MISSILE JMPACTRATING:Large:and Small•Missile Impact Resistant) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL•of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. e- NOA--namber—preeeded—by—the—wards-Miami-Dade-County, Flerida, -and followed by the expiration date may be displayed in advertising literature. If any portion of the .NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided. to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0506.01 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 APPROVED go,Wo7c§:0512.19; Apxpiration Date October 26, 2018 proval Date, Septerttbe r,l7, ge l Page 1 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) 2. Drawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw.' (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS .. • . . . . .... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F1 C TA820e-94 •• • 2) Large Missile Impact. Test per FBC, TAS 21/1•-,911 3) Cyclic Wind Pressure Loading per FBC, T3-94, • • • along with marked -up drawings and installation diagram of a SP.ries 7500 PVC Fixed window, to qualify DuPont "Butacite" PVB interlayer, DuraseelP told Suyxi;Spacere.: • • • insulating glass spacer, prepared by Certified Test Laboratori €si 7i.t Repot Na. •. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C.:Patel• P.E. • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per.FBC 2ti2-94 . • 2) Large Missile Impact Test per FBC, TAS 2Ctr-94 • • •.: • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulatingglass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 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 4) Large-Misstic Impact Test per FBC, TAS 201 9 .. 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 a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C, t 1, P.E. (Submitted under previous NOA # 14-0506.01). Manuel Pe P.E. Product Control ; finer NOA No. 15- i 12.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-1 { I CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 202-941 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Ind., Test;lgport No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by HefiryTI3ttem,P.E•. . (Submitted under NOA # 12-1220.14)• • • • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • 2) Uniform Static Air Pressure Test, Loading ppr.F,BC, TfiS .202-94 3) Water Resistance Test, per FBC, TAS 202-49•4:•• • • • • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 9t1•• ' • along with marked -up drawings and installation diagram of ani a uminy m' easement ' • window, prepared by Hurricane Testing Lab., Inc., Test Repoi,-ts No:'Ir?L-0081 - 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B•artJ dated • 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. 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 outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/0$, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. 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 casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted -rind E-2 elPere Product Control Ex ' er NOA No. 15-0512.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. 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 an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc.,.Test, ReportS.Ko. 1003 and FTL-1041, dated 10/14/94, both signed and sealed b34 Tamil Kx�i; P �. • (Submitted under NOA # 96-0417.03) • • • C. CALCULATIONS •••• . .. . . • .. . . •..• • . • .. 1. Anchor verification calculations and structural analysis, comply ig with 1+B 13010, dated 4/24/14, prepared by Al-Farooq Corporation, signed andle'ated by Jlaad' . Ahmad, P.E. •• •••• ••• (Submitted under previous NOA # 14-0506.01)• 2. Glazing complies with ASTM E1300-09 • • • •••• • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers'with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on E-3 allak0 Manuel Pere Product Control Ex' min r NOA No. 15- I .19 Expiration Date: October 26, 2018 Approval Date: September 17,2015 4 } CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. tatementAletter of conformance, complying with FB ), a ated April C70 4 ssued byA-Farooq orporation, signed an• sea a y_Javad Ahmad, P.E. u under previous.NOA # 14-0506.01] 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by.Hurrica; e; 'est Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed andsetlad by.\1inuJ.. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-084: . • HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued b}►Hirxricane.... Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all StgAecl and staled by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-008 3 4 01-96 arra. HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/9Yi`and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) - 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. 5' Edition( 0 • . • •. • . • • 4 • • . . • • .• • . • a • • G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/1 R. E-4 Manuel ' erez Product Control Ex r NOA No. 15-0 2.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 • 1' o SNUBBER 'AT IMPACT WINDOWS ONLY O.L. OPG. VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. GENERAL WINDOW SECTIONS FLANGE FRAME STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 WINDOW HEIGHT i 0 w VENT HEIGHT DETERMINE DESIGN WIND LOAD. REQUIREMENT BASED ON -WIND VELOCITY, -BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. -J a_ 0 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SIZES D.L. OPG. VENT WIDTH WINDOW WIDTH. 0111 WINDOW WIDTH VENT WIDTH WW -2" D.L. OPG. O WW -7" A 6' MAX. 1YP. HEAD/SILL — CORNERS ' WINDOW HEIGHT MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. LOCK HEIGHT POINTS 42" 2 63" 3 84" 4 ii / II II � iI11 I N N •••• SURFACE APP I€+D FALSE MUNI ❑PTI❑NAL - - •.• •• lo j24" MAX. TYP. AT HEAD/SILL (TYPICAL ELEVATION) FRAME MULTI POINT LOCK BY• 'INTERLOCK' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 38" 2 56" 3 74' 4 84" 5 • • • • • • • • . .• INESF�W#NDO R -y Gc &—SM.,AL-L-- I Sl IMPACT. SHUTTERS ARE NOT REQUIRED. J 0 0 N O g O u. ✓ • D ce.c11-15 8 • • .c it ILA to • • • (-11• 0 0 0 O J a I' a 0 0 M- rn ---:d Utoto ••Z • ,); o) •• In Ow ow gl skiz N E Ver N Q .r7 Z zr,- O O 5 oQ ,— • • • •••• • • C 0 g L 0 N G) U 0 0 0 4_0 QW LOCK OPTION ADDED REV. PER RER COMME GENERAL REVISION NO CHANGE THIS SHEET .• • • NOTES., THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD -DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON-COMPRESSIBLE. FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. Engr: JAVAD AHMAD CML FLA. PE j 70592 CAN. 3538 0 i 4 2415 el PRODUCT REVISED as complying with the Florida Btulding Code ,5,2.� Acceptance No " E 'ratio i Date By Miam • Ad 4 Aft Dade Product Con 0 5 .0 Q) 0 0 0 N N 0 4 l7 N 0 2 N O O 0 0 04 0 N dr. by: HAMID �u� drawing no.1 W98 --100j - sheet 1 of 7 ) • SNUBBER AT IMPACT WINDOWS ONLY 3/4" VENT WIDTH WINDOW WIDTH EXTERIOR GENERAL WINDOW SECTIONS _ EQUAL LEG FRAME 6 1) 0 O J FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SIZES D.L. OPG. VENT WIDTH 3/4" WINDOW WIDTH WINDOW WIDTH VENT WIDTH WW -1 1/2" D.L. OPG. WW -6 1/2" 6" MAX. TYP. HEAD/SILL CORNERS DOW 1- x w z 0 co I p , • ••••• • • •••• ••• • • ••• SURFACE ArettEjf FALSE HUNT INS OPTIONAL . , • • • • MAXIM MULTI 'INT LOCK BY 'TRUTH' ALT. TO CAM LOC W x CDC 0 ® � 1 2 MAX. wow. LOCK POINTS CK HEIGHT PO 3 42" 4 2 63" 3 84" 4 24" MAX. TYP. TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK T.94 BY 'INTERLOCK' ALT. TO CAM LOCKS AT HEAD/SILL MAX. WDW. HEIGHT LOCK POINTS 36" 2 56" 3 74' 4 84" 5 Engr: JAVAD AHMAD CML FLA PE.1 70592 CAN. )538 ODUCT REVISED as -' ptyiug with the Florida Accept Buil.. ;Code S b5 d1 cceplat — i F x • Italian No5 By Mian . . • • •• .19 '8 ade Product • Z r O , o a 2 N IX 0 0d ▪ o M re G O t 0 0►alJ o o � r -g' ° 0d 0 4• 4.41:1 Q w ..dg IL ILzcn= M ZZ kted • • • 0 2 0 U C •• • W M N • • • N • ' U ' _• N VJ L o O w . 0 1- U) NthN O. • o Zz� 30.M Q v rQ cot — 0 L 0 N g) ti x N 1- enW z i U 0 z LOCK OPTION ADDE 8 U REV. PER RE NO CHANGE THIS SHEET NO CHANGE THIS SHEET .0 date: 12-04-98 N r) 0 1 cV 0 x x oil drawing no. W98-100 (sheet 1,1 of 7 • VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. FRAME CORNER 2.625 2.625 625 O CORNER KEY .060 THICK ST. STEEL L) 2.075 OCORNER KEY .062 THICK ALUMINUM FLANGE FRAME 1.875 1.757 -.720 I 1.438 O VENT (5/16" LAM. GLASS) 2.075 EQUAL LEG FRAME 1.875 -1.757 .090 TYP. • • • •• • • •••• • • -•a•• .720 • • •I • • • .I . 1.438 101:41i. • . -1.624-.1 VENT (INSUL. LAM. GLASS) • • • • • • • ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CGI -373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. 1A CGI -397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. 2 CGI -378 4 VENT (5/16' LAM. GLASS) 6063-T6 INDALEX OR EQUN. 28 CGI -381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 2C CGI -385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUN. 3 CGI -375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3.4 CGI -396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP -425 AS REQD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 Q250 -K-190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) jt8 X 3/8" SMS 9A - 1/ VENT MULTI POINT LOCK - TRUTH 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8" SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) jib X 3/8" SS SMS 11A -_ 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH. ATTACHED W/ (2) #8 X 3/8" SS Ws_ 13- 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4" SS SMS At 13 1.757 ri- .090 TYP. 1.875 l -1.347 .720 -1- 1.438 0 VENT (7/16" LAM. GLASS) .754 r .383 .830 } .617 Lr - CGI -3 75: OGEE GLAZING STOP 0 0 0 0 .753 .808 Ir t .830 9� � -1.6171-- 0 CGI -396: SQUARE GLAZING STOP •• . • • w N Z -- • rn rub In (1 O LU O u. fki OM rn Zz�.. 3 p _ 0 T- S z O 0 8 0 8 W ICw iv NO CHANGE THIS SHEET CHANGE THS SHEET • •. • \00:11.. •• • • • Engr: JAVAD AHMAD CIVIL FLA. PE 11 70592 CAN. 35 8 2015 PRODUCT REVISED n contplying with the Florida Building Code 15-051'2.19 Acceptance No Ex irn1ion Dater NII I•)8 By 11/ .. __ _i�• Miam' Dade Product Co . JCI c 0 0 O 0 N N O O fy 0 uu 15 cv 0 x A_ x In 0 J 0 8 U t � drawing no. W98-1-00 (sheet 2 of 7 ) 1/8" ANN. GLASS INTERLAYERS .090" Saflex Clear And Color Glass By 'Eastman Chemicol Co.' .090" Butocite PVB By 'Kura ray Americo, Inc.' 1/8" ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 5/16" NOMINAL GLASS TYPE '2' 3/16" ANN. GLASS INTERLAYERS .075" Soflex CP With PET Core By 'Eastman Chemicol Co.' .090" Saflex Clear And Color Gloss By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuroray America, Inc.' .090" Butocite PVB By 'Kuraray Americo, Inc.' 111 3/16" ANN. GLASS 7/16" NOMINAL GLASS TYPE '3' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 SILICONE GE -1200 DOW 995 DOW 899 3/16" HEAT STREW() GLASS .075" Saflex CP With PET Core By 'Eostmon Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraroy America,- Inc.' .090" Butocite PVB By 'Kuraroy America, Inc.' 3/16" HEAT STREN'D GLASS INTERLAYERS- z 7/16" NOMINAL GLASS TYPE '6' SILICONE GE -1200 DOW 995 DOW 899 - SQUARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERPORMANCE VALVES OF IMPACT RESISTANT WINDOWS NO' SHUTTERS ;REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. I-GLR55 TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1NT. (-) 20' 24" 28" 30° 32" 36" 40" 42" 60" 98.8 85.8 76.7 73.2 112.6 95.4 83.3 77.7 110.0 110.0 110.0 195.0 195.0 120.0 110.0 120.0 110.0 110.0 110.0 110.0 195.0 120.0 120.0 120.0 19.1 /8" 26-1/2" 37" 42" 26" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 128.1 110.0 195.0 * 110.0 195.0 f 70.2 72.8 64.8 64.8 110.0 110.0 60.0 60.0 120.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 19-1/8" 26-1/2" 37" 42" 38-3/8" 110.0 190.6 98.5 98.5 110.0 110.0 110.0 195.0 195.0 194.5 110.0 110.0 110.0 195.0 195.0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 20' 24" 28" 30" 32" 35" 40- 20" 24" 28" 30" 32" 36" 66" 86.7 73.4 64.2 60.6 86.7 73.4 64, 2 60.6 110.0 195.0 110.0 110.0 110.0 120.0 120.0 120.0 110.0 110.0 110.0 110.0 195.0 120.0 120.0 120.0 19-1/8" 26=172 3/" 50-5/8j 110.0 144.5 110.0 195.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 74.7 74.7 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 57.5 57.5 110.0 60.0 60.0 72" 66.4 66.4 110.0 120.0 60.0 60.0 195.0 110.0 60.0 60.0 110.0 120.0 60.0 60.0 120.0 19-1/8" 26-1/2" 37" 42" 63" 96.7 104.2 110.0 195.0 110.0 195.0 74.9 77.9 110.0 120.0 110.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 56.1 56.1 48.9 48.9 46.0 46.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 110.0 110.0 120.0 120.0 120.0 19-1/8" 26-1/2" 37" 74-1/4" 63.0 63.0 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 59.8 59.8 59.8 59.8 43.6 43.6 110.0 120.0 110.0 120.0 37" 77" 56.3 56.3 56.3 56.3 60.0 60.0 60.0 60.0 32" 36" 20" 24" 28" 30" 32" 76" 60.0 60.0 60.0 60.0 78" 52.0 52.0 110.0 120.0 60.0 60.0 110.0 60.0 60.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24" 28" 30° 32" 84" 41.5 34.9 41.5 34.9 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 48.3 48.3 48.3 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 0 IS USED ** ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 Engr: JAVAD AHMAD CML FLA. PE # 70592 CA . 3538 015 • .•.• • 2 z 0 F. Z v N ' 0. N O O Elp 11 re ° u. O t lit ✓ GM 0paaa a 0 5,3 I-- it j Q W > LJ. .J OMQ i •• • ••.• • •• •.I • • • • • • •• PRODUCT REVISES as complying with itre Florida Acceptancg e Code 0.O512"1q Acceptance No 11xpiralia 1 Dale BY FV !p Mian Dadt Product Cort • Mo • 3 w V ca z 0 J cC el M CVw w OI • • • • •• • • • N U O. :nip, ui Cg •• •� o • • w Ca cc H N C 0 m 0 C O 'V o a ,` oa0) w 0 0 0 o z U _ z o W Q a W o w W o � � INTERLAYER REV. N ') m 0 N N 00 cf x Q O N o_ 0 c 0 -o c M °u Q 1 .0 .o L drawing no. W98-100 (sheet 3 of 7 PERFORMANCE U VALUES OF 111dPA RESISTANT WINDOWS NO SHU1Tl:R5 REQUIRED - 0 S 31 5 THRU 7 F. ZION ® A1l.S WINDOW DIMS. GLASS TYPE ''' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. + 1 NT. - XT. (+) 1NT. (-) EXT. (+) 1NT. (-) 2 ` 1113.0 194.3 110.0 195.0 110.0 195.0 24" 28" 30" 32" 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 129.5 110.0 195.0 110.0 195.0 36` I 110,0 121.4 110.0 195.0 110.0 195.0 110.0 36" 107.9 107.9 110.0 195.0 110.0 195.0 40" 42" 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20" 24" 28' 30" 32" 36" 40" 42" 42" 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20' 24" 28° 30' 32' 36" 48' 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 40" 42' 72.8 72.8 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 60.0 60.0 20" 24" 28" 3_0" 32' 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 r L 54• 80.9 80.9 110.0 120.0 110.0 120.0 ' 110.0 120.0 110.0 120.0 40" 64.8 64.8 110.0 120.0 110.0 120.0 42" 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 SILICONE GE -1200 DOW 995 DOW 899 3/16" HEAT STREW() GLASS .075" Saflex CP With PET Core By 'Eostmon Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraroy America,- Inc.' .090" Butocite PVB By 'Kuraroy America, Inc.' 3/16" HEAT STREN'D GLASS INTERLAYERS- z 7/16" NOMINAL GLASS TYPE '6' SILICONE GE -1200 DOW 995 DOW 899 - SQUARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERPORMANCE VALVES OF IMPACT RESISTANT WINDOWS NO' SHUTTERS ;REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. I-GLR55 TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1NT. (-) 20' 24" 28" 30° 32" 36" 40" 42" 60" 98.8 85.8 76.7 73.2 112.6 95.4 83.3 77.7 110.0 110.0 110.0 195.0 195.0 120.0 110.0 120.0 110.0 110.0 110.0 110.0 195.0 120.0 120.0 120.0 19.1 /8" 26-1/2" 37" 42" 26" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 128.1 110.0 195.0 * 110.0 195.0 f 70.2 72.8 64.8 64.8 110.0 110.0 60.0 60.0 120.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 19-1/8" 26-1/2" 37" 42" 38-3/8" 110.0 190.6 98.5 98.5 110.0 110.0 110.0 195.0 195.0 194.5 110.0 110.0 110.0 195.0 195.0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 20' 24" 28" 30" 32" 35" 40- 20" 24" 28" 30" 32" 36" 66" 86.7 73.4 64.2 60.6 86.7 73.4 64, 2 60.6 110.0 195.0 110.0 110.0 110.0 120.0 120.0 120.0 110.0 110.0 110.0 110.0 195.0 120.0 120.0 120.0 19-1/8" 26=172 3/" 50-5/8j 110.0 144.5 110.0 195.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 74.7 74.7 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 57.5 57.5 110.0 60.0 60.0 72" 66.4 66.4 110.0 120.0 60.0 60.0 195.0 110.0 60.0 60.0 110.0 120.0 60.0 60.0 120.0 19-1/8" 26-1/2" 37" 42" 63" 96.7 104.2 110.0 195.0 110.0 195.0 74.9 77.9 110.0 120.0 110.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 56.1 56.1 48.9 48.9 46.0 46.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 110.0 110.0 120.0 120.0 120.0 19-1/8" 26-1/2" 37" 74-1/4" 63.0 63.0 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 59.8 59.8 59.8 59.8 43.6 43.6 110.0 120.0 110.0 120.0 37" 77" 56.3 56.3 56.3 56.3 60.0 60.0 60.0 60.0 32" 36" 20" 24" 28" 30" 32" 76" 60.0 60.0 60.0 60.0 78" 52.0 52.0 110.0 120.0 60.0 60.0 110.0 60.0 60.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24" 28" 30° 32" 84" 41.5 34.9 41.5 34.9 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 48.3 48.3 48.3 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 0 IS USED ** ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 Engr: JAVAD AHMAD CML FLA. PE # 70592 CA . 3538 015 • .•.• • 2 z 0 F. Z v N ' 0. N O O Elp 11 re ° u. O t lit ✓ GM 0paaa a 0 5,3 I-- it j Q W > LJ. .J OMQ i •• • ••.• • •• •.I • • • • • • •• PRODUCT REVISES as complying with itre Florida Acceptancg e Code 0.O512"1q Acceptance No 11xpiralia 1 Dale BY FV !p Mian Dadt Product Cort • Mo • 3 w V ca z 0 J cC el M CVw w OI • • • • •• • • • N U O. :nip, ui Cg •• •� o • • w Ca cc H N C 0 m 0 C O 'V o a ,` oa0) w 0 0 0 o z U _ z o W Q a W o w W o � � INTERLAYER REV. N ') m 0 N N 00 cf x Q O N o_ 0 c 0 -o c M °u Q 1 .0 .o L drawing no. W98-100 (sheet 3 of 7 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS INTERLAYERS- .075" Saflex CP With PET Core 8y 'Eastman Chemicol Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' .090" Butacite PVB By 'Kuraray America, Inc.' -1/8" ANN. GLASS 3/4" INSULATED GLASS TYPE '2A' SILICONE GE -1200 DOW 995 W 899 SETTI BLOCKS 2/ LITE EPDM DUROMETER 8 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 1/8" TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS INTERLAYERS - .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Soflex Cleor And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' .090" Butacite PVB By 'Kuraray America, Inc.' - /8" TEMP. GLASS 3/4" INSULATED GLASS TYPE '3A' SILICONE GE -1200 DOW 995 DOW 899 - SETTING BLOCKS 2/ LITE EPDM DUROMETER 85±5 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF I `'' . CT RESISTANT WINDOWS NO SHUTTERS R RED REFER TO SHEETS 5 THRU 7 FOR I LATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT W .- • 1 WS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATIO AILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' SS TYPE '3A' WINDOW DIMS. 1. GLASS TYPE '2A' LASS TYPE '3A' WIDTH HEIGHT EXT. (-1-) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. EXT. (+) 1NT. (-) 20" 24" 28" 30" 32° 36" 40" 42" 36" 110.0 194.3 110.0 195.0 20" 24" 28" 30" 32" 36" 40" 42" 60" 98.8 112.6 110.0 95.0 19-1/8" 110.0 95.0 110.0 195.0 110.0 161.9 110.0 195.0 85.8 95.4 110.0 1 • 26-1/2"26' 110 • 203.0 110.0 195.0 110.0 138.8 110.0 195.0 76.7 83.3 110.0 120.0 37" 0.0 145.4 110.0 195.0 110.0 129.5 110.0 195.0 73.2 77.7 110.0 120.0 42" 110.0 128.1 110.0 195.0 * 70.2 72.8 110.0 120.0 19- 110.0 190.6 110.0 195.0 110.0 121.4 110.0 195.0 107.9 107.9 110.0 195.0 64.8 64.8 110.0 120.0 26-1/2-3/8" 110.0 137.5 110.0 195.0 60.0 60.0 - -- 97.1 97.1 110.0 120.0 3 98.5 98.5 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 42" 86.8 86.8 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110.0 166.5 110.0 195.0 20" 24" 28" 30" 32" 36" 40" 66" 86.7 86.7 110.0 169.0 19-1/8" 10.0 144.5 110.0 195.0 110.0 138.8 110.0 195.0 73.4 73.4 110.0 1 -..i 26-1/2"9•.. 50-5/8' 104.3 110.0 195.0 110.0 118.9 110.0 195.0 64.2 64.2 110.0 120.0 37" 74.7 74.7 110.0 120.0 110.0 111.0 110.0 195.0 60.6 60.6 1 •.+ 118.2 42" 65.8 110.0 120.0 104.1 104.1 110.0 120.0 57.5 57.5 10.0 112.2 19-1/8" 96.7 104.2 110.0 195.0 92.5 92.5 110.0 120.0 60.0 60 ' - - 26-1/2" 74.9 77.9 0.0 120.0 60.0 P 0.0 - - 83.3 83.3 110.0 120.0 37" 63" 60.0 60.0 110. 117.0 79.3 79.3 110.0 120.0 20" 24" 66. 66.4 110.0 120.0 42" 60.0 60.0 - - 20" 24" 28" 30" 32" '36" _ 40'- _ 42" 48" _ - 110.0 110.0 145.7 110.0 195.0 • •.1 56.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 12 , 121.4 110.0 195.0 28"7 30' 32" 3 • " 48.9 48.9 95.3 95.3 26-1/2" 74-1/4" 46.6 46.6 90.9 '..' 104.1 104.1 110.0 120.0 46.0 46.0 89.8 89.8 37" 59.8 59.8 - - 97.1 97.1 110.0 120.0 43.6 43.6 85.0 85.0 37" _I 77" 56.3 56.3 - - 91.1 91.1 110.0 120.0 60.0 60.0 - - * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 96 IS USED - - - - - -.- - ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ON SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SC i 1(1 n -1 tam, rn Pqt= = in nn Cf 80.9 80.9 110.0 120.0 32" 60.0 60.0 - - 72.8 72.8 110.0 120.0 36' 76" 60.0 60.0 - - 69.4 69.4 110.0 1 :. u 20" 24" 28" 32" 78" 52.0 52.0 101.3 101.3 43.8 43.8 85.4 85.4 20" 24" 28" 30" 32" 36" -40" �40" 42" 54" - 110.0 129.5 110.0 - 195.0 38.1 38.1 74.3 74.3 98.0 107.9 11 • 0 195.0 60.0 60.0 - - 92.5 92.5 10.0 120.0 84.4 86 110.0 120.0 20" 24" 28" - 30'- 32" 84" - 41.5 41.5 80.8 80.8 80.9 =0.9 110.0 120.0 34.9 .34.9 68.0 68.0 54.5 54.5 - - 71.• 71.9 110.0 120.0 - •4.8-- -'64.8 - 110.0 120.0 51:2 - 51.2- - -- - - 61.7 61.7 110.0 120.0 48.3 48.3 - - SQUARE BEAD OPTIONAL ALL GLASS TYPE 061pr II LY . FT. et et 0 44 • • • • •• • • •••• ..•• • •• •• • • • • • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) D FLORIDA BUILDING COMMISSION DE .•RATORY STATEMENT DCAO5-DEC-219 Eng r: JAVAD CML FLA. PE 1 70592 C.A.N. 3538 2055 PRODUCT wildingCode RCVIS5- B)p6`a.1� as complying with the Florida t cptauce No . U ion Date '�'L. 20149 BY ,4°. ' Mi:. Dade ' tct 0 O_ 1 co oz z CL 0 0 • • • •• • ••• • • . t • • yOj 0 . Z • a, en w•• •o r) ••.. OW descrn UPDATED TO 2010 FSC LOCK OPTION ADDED REV. PER RER COMMENTS GENERAL REVISION INTERLAYER & SPACER REV. N 1 O 03 O N C•4 z 0 0 0 CO 0 N 0 0 N 0 x .o 0 a iU .drawing no. W98-100 (sheet 4 of 7 •. • • • • • • • • • • • • • SEALANT 4 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE -SHEET 6 FOR DESCRIPTION '1" filIN. 2-1/2' MIN. 1.3/8" n 2 1/8" j INSTALLATION TYPE '1WOOD BUCK TYPE '1' MATERIA: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT =L 4 . . J . • 4 4 1" MIN. • - a• 2-1/2" MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIA,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL, ON ALL FOUR SIDES/USING WOO SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION - 1 3/8" •Qv BUCK INSTALLATION BY OTHERS 1' MIN. INSTALLATION TYPE '3' 2 7/8" WOOD BUCK TYPE '3' UAL; PRESSURE TRFATFf) SEALANT :vv 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION t N BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4" X 1" X 3/4" X 1/8" 2-1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN _LOADS IMPOSED. BY -GLAZING -SYSTEM-AND TRANSFER - THEM TO THE BUILDING STRUCTURE. 2 1/8" MIN. WOOD BUCK TYPE '4' MATERIAL RESSUREJREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALT. -ANCHOR- LOCATION - WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL" STRUCTURES 1/8" THK. MIN. ATTACHMENT TO METAL STRUCTURES x • • ••• : • 0000 • • •••• • •• •• -1/8' MIN. • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ILI: .4111A Mumunnn1‘1 ATTACHMENT TO APPROVED MULLIONS Engr JAVAD AHMAD CML FLA. PE f 70592 CAN. 3538 • PRODUCT REVISED as complying with the Florida Building Code p5" 0512, 1 Acceptance No ✓ 1 Bx , iration Dale2A18 13y ' Mian ' Me Product •' • z Qarig 0 OJet 0 • • • COMP-ANL\W98- J • •• csi • ••• •• • in Z •01 •cn .IX. • 0 O O w. 0 o yr') ,. Zz,. o o Q Q.p 0 ,g U N T NGE THIS SHEET U 0 REV. PER RER COMMENTS CHANGE THIS SHEET 4 N M N N 0 4 O 04 0 N 0 N N O i m 0 V •• • • drawing no. W98-1-00 • • sheet 5 of 7 ,•••• • • 10000 • •. • • • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL HORS SEE ELEV. SPACING SEE SHEET 6 ' DESCRIPTION 1 3/8" TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION M TYPICAL ANCHORS SEE ELEV. FOR SP SEE SHEET 6 F G ESCRIPTION -METAL STRUCTURES 1/8" THK. MIN. 1 �r 2 1/8" x 4 G \ INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD 2-1/2" MIN. 2 1/8" MIN. ATERIAL: PRESSURE TREATED PICAL INSTALLATI DETAIL ON FOUR SIi. USING WOOD TYPICAL ANCHORS ,—SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION �aQ e' 1 3/8' BUCK INSTALLATION BY OTHE INSTALLATION TYPE '3: 2 7/5" WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPIC , NST TION D •IL - ON FOUR SIDES US G lWO D WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED' BY GLAZING SYSTEM AND TRANSFER_ THEM TO THE BUILDING STRUCTURE. TYPICAL AN SEE ELEV. FO SEE SHEET 6 e d RS PACING FO iESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8" MIN. WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED _TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ATTACHMENT TO METAL STRUCTURES V) • • • • . •• • • 0000 • • •••• • •• .. • • • • • • • • • •• •• • 1/8' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS Engr. JAVAD AHMAD CML FIA. PE # 70592 CAN. 35NEI PRODUCT REV as complying with Building Code ,,,,2. 9 Acceptance No _�• B . 'ration Date orida V z o t_ < 2 N Yi O p ix u. O t 0 o a< 8 o „- — 2 _ •M J O 'Al: ab • N NI W • • • 0 0 0 COMP -ANL\W98- •• • ••. • • • •0 • U• • Z • • V) Ot• o 0 C4 (/)ton rn zz2 Q v UQ� N 2 f M N M NO CHANGE THIS SHEET REV. PER RER COMMENTS NO CHANGE THIS SHEET NO CHANGE THIS SHEET O a W • 0 o v �C c N M N O 0 fel CO N P h N O a 0 4 0 N N Q 1 2 o o C r drawing no. 1 W98-1-OOJ u (sheet 51 of 7 • • • • • •0•• • • •••• • • • • • PERFORMANCE VALUES OF INSTALLAT ON ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF } 1S1k Tif3N. AMR tiEE R T L#E£.f 5 H. Ll , ANCHORS W/0 SHEAR CLIP ' WINDOW DIMS. ANCBS R 1i7 SHEAR CLIP ANCHORS WITH SHEAR CUP AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+)/T.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 20Y I _ _ J 195.0 195.0 154.8 195.0 24" _ 28" 30" 32" _ 195.0 195.0 _ .129.0 190.5 172.0 192.9 99.2 195.0 110.6 195.0 147.4 180.0 138.5 195.0 103.2 127.0 137.6 36" 168.8 119.1 195.0 96.8 195.0 129.0 132.7 36` [' 150.0 - 1 195.0 86.0 195.0 114.7 40" 42" _ 154.3 135.0 88.5 180.0 77.4 195.0 103.2 128.6 155.3 171.4 73.7 155.8 96.3 20" 24" 28' 30" 32" 36' 40" 42° 42" 195.0 98.0 195.0 132.7 98.3 176.9 192.9 195.0 195.0 110.6 195.0 147.4 165.3 94.4 195.0 94.8 188.6 126.4 154.3 195.0 88.5 117.9 144.6 192.9 82.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3. 66.3 88.5 110.2 146.9 63.2 84.2 20" 24" 28" 30"48"180.0 32" 36" 40" 42" 195.0 195.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 195.0 110.6 138.2 195.0 103.2 129.0 168.8 195.0 96.8 120.9 150.0 187.5 86.0 107.5 135.0 168.8 77.4 96.8 128.6 160.7 73.7 92.1 20" 24' 28" 30' 32' 36" 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 195.0 91.7 137.6 1 54" I 150.0 195.0 86.0 129.0 133.3 195.0 76.4 114.7 40" 120.0 180.0 68.8 103.2 42"171.4 65.5 98.3 20" 24" 28" 30' 32' 36" 40" 42" 60" 195.0 195.0 123.8 185.8 - 180.0 195.0 103.2 154.8 154.3 195.0 88.5'' ` 132.7 144.0 195.0 82.6 123.8 135.0 195.0 77.4 116.1 -120.0 -180.0 68.8 103.2 108.0 162.0 61.9 92.9 102.9 154.3 59.0 88.5 20' 24' 28" 30" 32" 36' 40" - 66" _ _ _ 105.0 195.0 140.7 195.0 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.6 195.0 93.8 131.3 153.4 195.0 88.0 123.1 136.4 190.9 78.2 109.5 122.7 171.8 70.4 98.5 20" 24" 28' 30' 32" 36' 72" 195.0 195.0 129.0 180.6 187.5 195.0 107.5 150.5 160.7 195.0 92.1 129.0 150.0 195.0 86.0 120.4 140.6 195.0 80.6 112.9 125.0 175.0 71.7 100.3 PERFORMANCE VALUES OF INSTALLAT ON ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.C. AT 10" 0.C. AT 17" O.C. AT `10" 0.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 32"76" 36" - -- 133.2 195.0 76.4 122.2 1.18.4 189.5 67.9 - 108.6 20" 24" 28" 30" 32" 78" 195.0 195.0 119.1 190.5 173.1 195.0 99.2 158.8 148.4 195.0 85.1 136.1 138.5 195.0 79.4 127.0 129.8 195.0 74.4 119.1 20" 24" 28" 32" 84" 195.0 195.0 132.7 195.0 195.0 195.0 110.6 165.9 165.3 195.0 94.8 - 142.2 _ 154.3 195.0 88.5 132.7 ANCHORS WITH SHEAR CLIP • • • • • •••• a • •••• • •• •• • • • • • • • YPICAL ANC ORS: SEE ELEV. FOR SPACING 1/4" DIA, KWIK-CON 11 BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy= 155 KSf INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1--1 /4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS. (MIN. THK. = .090" INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE WO -CONCRETE AND MASONRY = 2-1 /2" MIN INTO WOOD STRUCTURE = 1" MIN. NTO_METAL_STRUCTURE CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr. JAVAD AHMAD CML FLA. PE f 70592 C.A.N. 538 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15-O51lZ" lq Expiration Dale CO . 26, !201 a / By 1 4✓[., Miam' Itade Product Control J 0 w Q a N O d • 6 � Q LL O t •r g il O a• . <o a °t G enc • 3� •ev • Ea .4.02 Jama•,1 et w 0 0 0 O_ co 3 J z a a O 0 W CD M N • • • ) •• • ••• • • • N •. • in 0 tO Z M .•_ • urn • N O iireww'" O re F k ono • N to tO O M Z• z�� M o� .. a c O Q) c 0 0. 0 eA G) w 1- 0 u z cc U W 2 0 0 0. z 0 z 1, x a U O Z .0 0 b N N n N O co h O 0 C 0 x o • 0 x o ~ • lav t � [drawing no. (W98-100 V sheet 6 of 7 �• • • • b•••• • • • •• • • • • II x1•'O NCE VALUES OF INSTALLATION AN 4.,, .. REFER TO SHEET. 5 FOR DETA<LS _ WINDOW DIMS. ANCIi~OIS`l1/t SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0 . " AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT ET.(+)/It .(-)EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 19-1/8' 26-1/2" - 37" 26" 195.0 195.0 149.4 195.0 195.0 195.0 107.8 161.8 195.0 195.0 77.2 115.9 19-1/8' 26-1/2" 37" 38-3/8' 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 136.9 182.6 78.5 104.7 19-1/8" 195.0 195.0 153.5 191.9 26-1/21 50-5/8" 193.2195.0 110.8 138.5 37' r-1-3-8.4-41"11 173.0 79.3 99.2 1 -1 8 26-1/2" 37" 42" 63" 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.6 63.8 111.6 98.0 171.4 56.2 98.3 19 -1 /8" 26-1/2" 37" 74-1/4' 195.0 195.0 130.8 195.0 164.7 195.0 94.4 151.1 117.9 188.6 67.6 108.1 ANCHORS WITH SHEAR CLIP • • • • • •••• a • •••• • •• •• • • • • • • • YPICAL ANC ORS: SEE ELEV. FOR SPACING 1/4" DIA, KWIK-CON 11 BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy= 155 KSf INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1--1 /4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS. (MIN. THK. = .090" INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE WO -CONCRETE AND MASONRY = 2-1 /2" MIN INTO WOOD STRUCTURE = 1" MIN. NTO_METAL_STRUCTURE CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr. JAVAD AHMAD CML FLA. PE f 70592 C.A.N. 538 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15-O51lZ" lq Expiration Dale CO . 26, !201 a / By 1 4✓[., Miam' Itade Product Control J 0 w Q a N O d • 6 � Q LL O t •r g il O a• . <o a °t G enc • 3� •ev • Ea .4.02 Jama•,1 et w 0 0 0 O_ co 3 J z a a O 0 W CD M N • • • ) •• • ••• • • • N •. • in 0 tO Z M .•_ • urn • N O iireww'" O re F k ono • N to tO O M Z• z�� M o� .. a c O Q) c 0 0. 0 eA G) w 1- 0 u z cc U W 2 0 0 0. z 0 z 1, x a U O Z .0 0 b N N n N O co h O 0 C 0 x o • 0 x o ~ • lav t � [drawing no. (W98-100 V sheet 6 of 7 �• • • • b•••• • • • •• • • • • 0 io 8 • PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH HEIGHT INT.(-) WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) 20" 24" 28" 30° 32" 36' 40" 42" 36" 110.0 , 195.0 110.0 0 110.0 186.5 110.0 182.4 110.0 179.5 110.0 177.3 20" -24" 28' 30' 36" 76" 105.8 90.9 80.5 76.3 60.0 60.0 120.0 120.0 110.3 104.7 60.0 60.0 105.8 145.1 97.0 120.0 20' 24" 28" 30" 32" 36' 40" 42' 42' 110.0 179.5 110.0 159.6 106.9 146.6 103.5 141.9 100.7 138.1 97.0 120.0 95.2 120.0 95.0 120.0 20" 24° 28' 30° 32' 20" 24' 28" 30" 32' 78' 84" 102.7 120.0 88.2 120.0 7 7.9 120.0 101:3 60.0 110.0 97.0 85.5 60.0 60.0 20" 24' 28" 30" 32" 36" 40' 42" 48' 110.0 195.0 110.0 177.3 110.0 160.9 20' 24" 28" 30" 32' 36" 40' 42" 54' 110.0 154.8 109.1 120.0 103.5 120.0 99.8 120.0 95.0 120.0 110.0 174.1 110.0 99.8 95.5 152.0 120.0 120.0 91.9 120.0 86.2 118.2 20' 24' 28" 30" 32" 36" 40' 82.2 112.7 80.6 110.5 110.0 153.2 97.0 133.0 86.8 119.0 82.8 79.4 73.9 60.0 113.5 108.8 101.3 60.0 .a a 20" 24" 28" 30' 32" '36"' 40" 66" . a a A - 110.0 171.0 107.8 120.0 95.9 120.0 91.3 120.0 87.3 119.7 60.0 60.0 60.0 60.0 20" 24" 28" 30" 32" 36" 72" 110.0 15 97.0 x20.0 86 117.9 81.7 77.9 106.9 60.0 60.0- 1 12.0 60,0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) 19-1/8" 110.0 195.0 26-1/2" 26° 110.0 195.0 37" 110.0 184.2 42' 110.0 152.4 19-1/8" 110.0 195.0 26-1/2" 38-3/8' 110.0 172.6 110.0 156.3 37' 42' _ 95.7 120.0 19-1/8' 110.0 195.0 26-1/2" 50-5/8" 110.0 154.7 94.0 120.0 37' 42' 89.8 120.0 19-1/8" 109.3 149.9 -1/2' 63" 84.8 116.2 " 67.9 93.1 42' 60.0 60.0 19-1/8" 110.0 154.8 26-1/2" 74-1 ." 86.4 118.5 37° 60.0 60.0 19-1/8" 10''-• 120.0 26-1/2" 76' 84.0 115.2 37' 60.0 . 19-1/8" 108.3 120.0 26-1/2' 77" 82.7 113.4 37" 60.0 60.0 TYPICAL ANCHORS: SEE ELEV. 1 -C •, . .l DIRECTLY INTO CONC. OR 1-1/4" MIN. EMBED • - /L41111•JY I ! W!1CV i./. SPACING (Fu=163 KSI, Fy=157 KSI) SONRY 0 CONC. OR MASONRY ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. x 0, #14 SMS AT 6" FROM E 17" O.C. M 24" 0.C. N •e -d . 2 1/2" MIN. 4 EDGE DIST. -1 AT JAMBS AT HEAD/SILL 2 to 0) d A TYPICAL ANCHORS TYPE 'A' OR 'B' AT 6" FROM ENDS AND " 0.C. MAX. AT JAMBS 1 ' �.C. MAX. AT HEAD/SILL INSTALLATION TYPE '5' TYPICAL INSTALLATION ON ALL FOUR SIDES/USING ALUMINU J • • • • • •• • • 00.0 • • •••• • •• •• #14 SMS •• • AT 6" FROM ENDS • • 17" O.C. MAX. AT JAMBS • • 44'• 24" O.C. MAX. AT HEAD/SILL 1" MIN. V) Y 0) TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17" O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES IL SUCK SYSTEM FW Q 0. CL O r ov Q a0w0) 0 O Q Q fllr tel 2 .Jam •1 • ( . . • L4.1 238 ALU V) 0 0 0 0 COM P i • •• • 4400 • • • •• • 044 - •fn O • Oa ao =N V) F- r, • r' ZZ� • O O 5 o0�� 0 to 41) n rn N 0 M 0 c 0 a) 3- 1 U 0 iJ sx U RER W GEN w NO • • • • i I • • •••• • •• • • Fu=177 KSI, Fy=155 KSI DIRECTLY I - d CONC. OR FILLED BLOCK 1-1/4" % N. EMBED INTO CONCRETE 2- MIN. EMBED INTO GROUT FILLED BLOCKS rl (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI_ MIN. _ C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. .845 .065 .903 F� ALUMINUM BUCK OPTIONAL COVER 6063-T6 6063-T6 Engr: JAVAD AHMAD CML RA. PE`# 70592 C.A.N. 3538 P �>r.UCT REVISED ing with the Florida as con Building ' e Acceptance L' 'ration Date ay Poi J5-o512"jq 2o:s Dade Product • 0 m 4 N M 10 N N 0 0 [V 0 N 0 yN 0 x a O u c � drawing no. 1 W98-1 OOj sheet 7 of 7 { DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors) 010t}_NV'25'". treet (Mi—ami FL 3-3172) 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 Copnty PreNnt Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cotinty) res ye the right • to have this product or material tested for quality assurance purposes. If this prodtx>t •or materia% Fails •, ; • 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 tlir3ix jurisItgtiog. REk reserves the right to revoke this acceptance, if it is determined by Miami -Dade •C'&inty Prbdutt Contra : • • • Section that this product or material fails to meet the requirements of the applicable j)tuji}ing calve :•: This product is approved as described herein, and has been designed to comply:w th.the Florida )3uilding • Code, including the High Velocity Hurricane Zone. • •• •• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy MESCRIPTION: Series ``Sentinel'! Unclipped,_Extruded Aluminum Tube Mull�a�i �_L.M'T-j • APPROVAL DOCUMENT: Drawing No. M10-01, titled "Series Sentinel Unclipped Alum. MutliOns", sheets 1 through 7 of 7, dated 04/02/10, with revision C dated 02/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami–Dade County Product Control Section. (MISSILE IMPACT _RATING: Large andSmall_Missile Jmpact Resistant) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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 nutnber 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# 11-1031.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • MIAMI•DADE COUNTY APPROVED aSrarFoW44111nit axpiratio>>_Date: epteg mz . ber,22; 2:020; Approval Date: March 05, 20 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision C dated 02/25/15, 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 -94 3) Water Resistance Test, per FBC, TAS 20214 ••• along with marked -up drawings and installation diagram of an aiumiirum Tulle rctullion, prepared by Hurricane test Laboratory, LLC, Test Report No. • HTL-0080-0303-11, dated 03/24/11, signed and sealed by Virtu J. Abrahanl,1 .E. • . . (Submitted under NOA No.11 -0330.22) 11••• • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94..•..• •' :.: 2) Uniform Static Air Pressure Test, Loading E C TA§•A-94 3) Water Resistance Test, per FBC, TAS 202494 • : . 4) Large Missile Impact Test per FBC, TAS 201,94 • • • . • .•• 5) Cyclic Wind Pressure Loading per FBC, TI 2d3-94 • • • •: • along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0301-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.19) • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 r' Ma met Pfpr , P.E. Product Control E miner NOA No. 14-1103.09 Expiration Date: September 22, 2020 Approval Date: March 05, 2015 • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement_ etter o co ormance, comp yrng wi FBC-5 h Edition (2014), and ofna CFinanciai interest, dated October 4,a2014,aissuedmby Al:Farooq Corporation, s gnedan ealaby ar vad Ahmad,,PE�`. 2. Laboratory compliance letter for Test Report No. HTL-0080-0303-11, issued by Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Virtu J. Abraham, P.E. (Submitted under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report No. HTL-0080-0301-10, issta by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed arld ealed4 Vinu J....,. Abraham, P.E. • •' , •' (Submitted under NOA No. 10-0510.14) • " 4. Proposal No. 09-1942 issued by BCCO, dated November 05, 2009? signed by Manuel Perez, P.E. • • • • • '• .. ,• (Submitted under NOA No.10-0510.14)• a •• ., • G. OTHERS •.. • • . . • . • •• 1. Notice of Acceptance No. 11-1031.07, issued to CGI Wind'owz'and Doors for their Series "Sentinel' Unclipped Extruded Aluminum Tube Mullion L.M.1.'appr?ved bn 01/12/12 and expiring on 09/22/15. Manuel P5ez,p.E. j_- Product Control Exa,jniner NOA No. 14-1103.09 Expiration Date: September 22, 2020 Approval Date: March 05, 2015 E-2 • • 1 1.000 1 1.000 -�{ t.000 4.000 • 3.000 _ 2.500 .125 1 X 2-1/2 TYP. • STD. TtBE .125 1 X TYP. - 3 STD. tom- TUBE .125 1 X TYP. - 4 STD. I� TUBE 6063-T6 6063-T6 6063-T6 SERIES SENTINEL UNCI;IPPED ALUMINUM MULLIO T 1S1\T 1Sn WIND -01V FRAME MEMBER INCLUDED JN P OPERTIES FIESE-'MULUONS TU BE USED WITi li SERIES 130 SENTINEL FIXED WINDOW ERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 1 0 SEN INEL HORIZ. SLIDING WINDOW/ FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. NOTES; 1THIS PRODUCT IAS BEEN DESIGNED AND TESTED T COMPLY WFThl THE' (REQUIREMENTS OF THE URFL ORIDA_BUILOINGr COPE INCWDING_HLOH_VELOCiTY' RICANE ZONE (HVIIZ)� ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. FIESE-MDC ONS ARE RATED FOR LARGE _& SMALL MISSILE. ,IMPACT INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1, STEP 2 STEP 3 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE CONNECTION OF WINDOWS TO MULUON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEETS 3 THRU 5 SELECT MULLION TYPE AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 CAPACITY OF SELECTED CGI'S WINDOWS AND MULLION - - MUST -EQUAL -OR -EXCEED REQUIRED LOADS. - Engr: JAVAD AHMAD CML FLA. PE 70592 CAN. p538 It �EB/ 5 • • • ••- • • •••• • • •••• • • •• •• • • • • • • • • • • •• • PRODUCT REVISED ns complying with the Florida Building code 1""/ 1113 Accaptnnce No Expiration Date ; _ga 2D 201k gy ;41 Aag Miantybadc Product ControtJ t 0 z 0 -J • ••• • • .• • • • • • •••• In• • • O � O w O w rs- Nice. o .to y, � 3 � Zz� 3 o.o o� FAX. (305) 593=6592 r-, 0 .> 0 U 0 0 0 0 0 1- UPDATED TO 2014 FBC NO CHANGE THIS SHEET m 0 0 0 of 0 ri 0 0 c m U 0 ire a b L u drawing no. M10=�01 sheet . 1 of 7 �• • • • • • • • •• • • •••• • • •••• •• • • sheet 2 of 7 ) TYP. f OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL SEE CHART 'A' FOR CAPAZIW _z a_ z 0 1 // ,/ // .-/ wl W2 4. ;qt N 1 FIXED TO FIXED SEE CHART 'A' FOR CAPACITY EXTERIOR tar SEE CHART 'B' FOR CAPACRY SEE CHART 'A' FOR CAPACITY a. a z 0 L.. 1 1,1 1 /. /. // ., /- // 7. �1 c W1 I W2 tar SEE CHART 'B' FOR CAPACRY SEE CHART 'A' FOR CAPACITY a. a z 0 L.. 11 1 1 1 ., /- // 7. �1 c /. /1 /. // 1T- 1 I WI W W2 U a FIXED TO S.H. FIXED TO H.R. FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AT ALL MULLION COMBINATIONS. 1 I I W1 W2 FRAMES MAY BE FLANGE OR EQUAL LEG TYPE SEE SHEET 7 FOR FRAME DETAILS t SEE CHART 'A' FOR CAPACITY H.R. TO H.R. EXTERIOR .• ... •. . • • . •••• . . .. •• • • • • • • • • • • •• • WIDTH (W) — W1 + W2 2 i 11 I /. // 1 7. '1 7. �1 c r I WI 1 W2 r S.H. TO H.R. RODUCr RF,VISED s colnpfying with the Florida Building Codc ff Acceptance No [41' o Expirnlion Datc i~ a)_ Mian Dade Product ontc6l Engr. JAVAD AHMAD CI FIA. PEI , 70592 C.A�N.' . 38 / / 1 '€ v 0 0 z 0 J J C • ••• N 0 J zE W a a U d z 6 03 W Lai (/),, • • .• . • N 151 01 • (5) M at ••• • N (n• • cr • • is, O w12 .. 1— O .n r7 Zz�'.. p Q E UQ�� C c 0 0 0 0. 0 coco NO CHANGE THIS SHEET NO CHANGE THIS SHEET a a 0 v O 0 N 0 0 m 0 0_ l N k. U drawing no. M 1-0=01— • .: • ►•••• • . ► • • • • .• • • Imp, HART ArlYESIGN LOA 1 CAPACI'T'Y 1 ULUON WITH ANY "COMBINATION OF SERIES SENTINEL L atzwAL SU_DI G OFLSINGLuaguitI DOV►S; WINDOW DIaIS. COtA' 2 ANCHORS AT EACH SIDE OF MULLION (EACH SIDE OF -MU WOO WIDTH (W) _ MULL SPANMULL M8 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 L.X_2�^172 19-1/8' 26-1/2" ' 49' 53-1/8" 90.0 90.0 90.0 90.0 '90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 (50 51, 8 9fl.0 90.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 90.0 90.0 90.0 85.0 85.0 85.0 90.0 90.0 90.0 19-1/5' 26-1/2" 37' 49" 53-1/8" 63° 90.0 90.0 90.0 90.0 90.0 90.0 82.6 82.6 62.6 90.0 90.0 90.0 66.1 66.1 66.1 82.5 90.0 90.0 57.7 57.7 57.7 70.0 90.0 90.0 56.2 56.2 56.2 67.8 90.0 90.0 19-1/8' 26-1/2" 37" 49' 53-1/8" 76" 80.7 85.7 85.7 80.7 90.0 90.0 59.6 65.5 65.5 59.6 79.5 90.0 44.8 51.2 51.2 44.8 59.8 90.0 36.6 43.1 43.1 36.6 48.8 85.8 34.9 41.5 41.5 34.9 48.5 81.7 19-1/8' 26-1/2" 37' 49' 53-1/8" 85" 57.4 75.5 75.5 57.4 76.5 90.0 42.2 56.3 57.3 42.2 56.3 90.0 31.4 41.9 44.2 31.4 41.9 73.6 25.2 33.6 36.7 25.2 33.6 59.1 23.9 31.8 35.1 23.9 31.8 55.9 19-1/8' 26-1 /2"90' 37' 49' 43.2 48.2 64.3 70.8 48.2 64.3 90.0 35.4 47.2 53.5 35.4 47.2 82.9 26.2 35.0 41.2 26.2 35.0 61.4 20.9 27.9 33.9 20.9 27.9 ( 49.0 19-1/8' 26-1/2" 37' 96' 39.6 52.9 65.9 39.6 52.9 90.0 29.0 38.7 49.6 ' 29.0 38.7 68.0 21.4 28.6 38.0 21.4 28.6 50.2 NOTE; MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION OF FIXED, SINGLE HUNG OR HORIZ. SLIDING WINDOWS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS i �i 1 MULLION WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS WI ' OW DIMS. 1 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS CHART 'A' DESIGN LOAD CAPACITY - PSF 1 MULLION WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS WI ' OW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X2-1/2 MULL TUBE 1 X 3 MUL UBE 1' 4 24" 30" 36" 42" 48" 54" 60' 90.0 90.0 90.0 90.0 90.0 10.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.1 90.0 24" 30" 38" 42" 48" 54" 60" 60" 90.0 90.0 90.0 90.0 90 ' 90.0 80.6 80.6 80.6 90.0 9-.0 90.0 72.0 72.0 72.0 90.0 0.0 90.0 •6.5 66.5 66.5 89.7 90.0 90.0 :- .0 63.0 63.0 84.1 90.0 90.0 61 61.1 61.1 80.9 90.0 90.0 60. 60.5 60.5 79.8 90.0 90.0 24" 30" 36" 42" 48" 54" 60' 72' 75.6 75.6 75.6 77.1 90.0 90.0 63.3 63.7 63.7 63.3 84.4 90.0 54.5 56.0 56.0 54. _ 72.7 90.0 48.6 50.8 50.8 4 • 64.8 90.0 44.5 47.3 47.3 -..5 59.4 90.0 41.7 4.8 44.8 1.7 55.7 90.0 39.9 ` .2 43.2 39.9 53.3 90.0 24" 30" 36" 42" 48" 54" 64' 47.9 63 1 . 63.0 47.9 64.0 90.0 39.1 52. 52.6 39.1 52.1 90.0 33.3 44.5 45.8 33.3 44.5 78.1 29.4 39.2 41.1 29.4 39.2 68.9 26.6 35.5 37.8 26.6 35.5 62.3 24.6 32.8 35. 24.6 32.8 57.6 24" 30" 36" 42" 48" 96' 31.9 42.5 5 ' 0 31.9 42.5 74.7 25.9 34.5 .8 25.9 34.5 60.6 21.9 29.3 8 21.9 29.3 51.4 - 25.6 34. - 25.6 45.0 - 23.0 31. -- 23.0 40.4 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS WIDTH (w) - W1 + W2 2 FLANGE OR FLUSH FRAMES, MULLION SPAN ri 1 A WI 1 OR 2 ANCHORS AT EACH SIDE OF MULLS OTHER ANCHORS TO BE AS PER •�W NOA DETAILS W2 WIDTH WIDTH (W) = W1 + W2 2 FIN FRAMES • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • NOTE: REFER TO PAGE 2 FOR OTHER COMBINATIONS. Engr. JAVAD AH6UAD CML FLA. PE .11 70592 CAN.' 538 • 015 PRODUCT REVISED as complying with the Florida Building Code /III �1lG, Acceptance No�J -! I:Xpifation D��Y %jj:gate s .. / t) B}}kSNfv�- ,,.f Fi�. Monti ado Product Control ;' 11 ,i Z A O I- '1.7. W N N g o 8 • J 0. rt O t v O 41t get& 5 V O z 0 J J C • ••r • • • •• • N • 10 • • 1 • rn a •� • •• is O w . 0 C V 43 N1r1o �I zz�� 0 M 0 5 o a_ d r� r, 0 1t C 0 0, 0 w 0 N 0 S W 2 S U 0 z NO CHANGE THIS SHEET NO CHANGE THIS SHEET v 0 0 • • 0 U l 0 c 0 v 01 • • • drowing no. M10--01-- sheet 3 of 7 1 1 . . 1 WIDTH (w) - W1 + W2 2 FLANGE OR FLUSH FRAMES, MULLION SPAN ri 1 A WI 1 OR 2 ANCHORS AT EACH SIDE OF MULLS OTHER ANCHORS TO BE AS PER •�W NOA DETAILS W2 WIDTH WIDTH (W) = W1 + W2 2 FIN FRAMES • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • NOTE: REFER TO PAGE 2 FOR OTHER COMBINATIONS. Engr. JAVAD AH6UAD CML FLA. PE .11 70592 CAN.' 538 • 015 PRODUCT REVISED as complying with the Florida Building Code /III �1lG, Acceptance No�J -! I:Xpifation D��Y %jj:gate s .. / t) B}}kSNfv�- ,,.f Fi�. Monti ado Product Control ;' 11 ,i Z A O I- '1.7. W N N g o 8 • J 0. rt O t v O 41t get& 5 V O z 0 J J C • ••r • • • •• • N • 10 • • 1 • rn a •� • •• is O w . 0 C V 43 N1r1o �I zz�� 0 M 0 5 o a_ d r� r, 0 1t C 0 0, 0 w 0 N 0 S W 2 S U 0 z NO CHANGE THIS SHEET NO CHANGE THIS SHEET v 0 0 • • 0 U l 0 c 0 v 01 • • • drowing no. M10--01-- sheet 3 of 7 NOTE: MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN CHART 'B' DESIGN LOAD CAPACITY - PSF IIIr MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MA" TUBE 1 X 2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 19-1/8' 26-1/2" 37" 49° 53-1/8" 50-5/8' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 •0.0 90.0 90.0 90.0 90.0 90.0 9t.> 90.0 90.0 90.0 90.0 85.0 85.0 85.0 90.0 90.0 90.0 85.0 85.0 a .0 90.0 90.0 90.0 19--1/8' 26-1/2" 37° 49' 53-1/8" 63" 90.0 90.0 9..' 90.0 90.0 90.0 82.6 82.6 82.6 90.0 90.0 90.0 66.1 66.1 66.1 •0.0 90.0 90.0 57.7 57.7 57.7 9. • 90.0 90.0 56.2 56.2 56.2 88.5 90.0 90.0 19-1/8' 26-1/2" 37" 49" 53-1 /8" 76" 85.7 85.7 85.7 90.0 90.0 90.0 65.5 65.5 65.5 77.7 9' 4 90.0 51.2 51.2 51.2 58.5 73.4 90.0 43.1 43.1 43.1 47.7 60.0 86.3 41.5 41.5 41.5 45.5 57.2 75.6 19-1/8" 26-1/2" 37" 49' 53-1/8" 85" 74.6 75.5 75.5 74.8 90.0 90.0 55.0 57.3 57.3 55.0 69.1 90.0 40.9 44.2 44.2 40.9 51.4 83.1 32.9 36.7 36.7 32.9 41.3 66.8 31.1 35.1 35.1 31.1 39.1 63.2 19-1/8' 26-1/2"90" 37" 49" 89.6 62.9 70.8 70.8 62.9 79.0 90.0 46.2 53.5 53.5 46.2 58.0 90.0 34.2 41.2 41.2 34.2 43.0 69.4 27.3 33.9 33.9 27.3 34.3 55.4 19-1/8' 26-1/2" 37" 96" 51.7 65.0 65.9 51.7 65.0 90.0 37.9 47.6 49.6 37.9 47.6 76.9 27.9 35.1 38.0 27.9 35.1 56.7 NOTE: MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN 1 OR 2 ANC • - S AT EACH SIDE OF MULLS ALL OTHE" ' CHORS TO BE AS PER WINDOW •A DETAILS CHART 'B' DESIGN LOAD CAPACITY - PSF IIIr MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULUON WIDTH tl'n MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 24" 30" 36" 42" 48" 54" 60" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 24" 30" 36" 42" 48" 54' 60' 90.0 90.0 90.0 90.0 90.0 90.0 60" 80.6 80.6 80.6 90.0 90.0 90.0 72.0 72.0 72.0 90.0 90.0 90.0 66.5 66.5 66.5 90.0 90.0 •4.0 63.0 63.0 63.0 90.0 90.0 90.0 61.1 61.1 61.1 90.0 90. ' 90.0 60.5 60.5 60.5 90.0 •°..0 90.0 24" 30" 36" " 48 54" 60' 72' 75.6 75.6 75.6 90.0 90.0 90.0 63.7 63.7 63.7 82. 90.0 90.0 56.0 56.0 56.0 .1 89.3 90.0 50.8 50.8 50.8 63.4 79.6 90.0 47.3 47.3 47. 58.1 72.9 90.0 44.8 44.8 .8 54.4 68.4 89.6 43.2 43.2 43.2 52.1 65.4 86.4 24" 30" 36"84" 42" 48" 54." 62.6 63.* 63.0 62.6 78.6 90.0 51.0 .6 52.6 51.0 64.1 90.0 • 5 45.8 45.8 43.5 54.6 88.3 38. 41.1 41.1 38.4 48.2 77.9 ° .7 37.8 37.8 34.7 43.6 70.4 32.1 4 35.4 32.1 40.3 65.1 24" 30" 36" 4 = " 48" 96' 41.6 52. 54.0 41.6 52.2 84.4 33.7 42.4 44.8 33.7 42.4 68.5 28.6 36.0 .8 28.6 36.0 58.1 25.1 31.5 34. . 25.1 31.5 50.9 22.5 28.2 31.5 22.5 28.2 45.6 1 OR 2 ANC • - S AT EACH SIDE OF MULLS ALL OTHE" ' CHORS TO BE AS PER WINDOW •A DETAILS Engr. JAVAD .MAD CML FLA. PE 1 705 C.A.N. 353,8 y1 \ t • • • • 4 •• 4 4 •••• • A •••• • •• •• • • • . • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No "*-11 Vv• O f Expiration Date 1 Z 020 Mi;u» 93adc Product Co trtt of •ia 5-2015- - - - Z 0 H toi cg w. 0 0 o ce0 Q V Q (ehr)i O W M O �Q 0 R•p• re -Q) . ffr *1-41 G. --g IL ilk MULLION\M 10-01 CGI C ) • • • •• • z 0 -J w 0 U w N 4N.t w to • • • • •Ill•• • O Li+ O LJ ce to FAX. (305) 593-6592 16 N NM tO 0 �� Z_ Z LL po er.. r Q o C c O rn .5 s- 0 O 0) W x 1- W 2 V 2 NO CHANGE THIS SHEET NO CHANGE THIS SHEET >. .0 0 d 0 O C CD U 0 0 4.71 1 3J v oT 0 i ) drawing no. M-10--01- sheet 4 of 7 • • • • • • • .• • • • • IIIr Engr. JAVAD .MAD CML FLA. PE 1 705 C.A.N. 353,8 y1 \ t • • • • 4 •• 4 4 •••• • A •••• • •• •• • • • . • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No "*-11 Vv• O f Expiration Date 1 Z 020 Mi;u» 93adc Product Co trtt of •ia 5-2015- - - - Z 0 H toi cg w. 0 0 o ce0 Q V Q (ehr)i O W M O �Q 0 R•p• re -Q) . ffr *1-41 G. --g IL ilk MULLION\M 10-01 CGI C ) • • • •• • z 0 -J w 0 U w N 4N.t w to • • • • •Ill•• • O Li+ O LJ ce to FAX. (305) 593-6592 16 N NM tO 0 �� Z_ Z LL po er.. r Q o C c O rn .5 s- 0 O 0) W x 1- W 2 V 2 NO CHANGE THIS SHEET NO CHANGE THIS SHEET >. .0 0 d 0 O C CD U 0 0 4.71 1 3J v oT 0 i ) drawing no. M-10--01- sheet 4 of 7 • • • • • • • .• • • • • = z 1 OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL SEE CHART FOR CAPACITY CHART 'C' DESIGN LOAD CAPACITY - PSF HORIZONTAL MULUON WITH COMBINATION OF SERIES SENTINEL FIXED OVER HORIZ. SUDING WINDOW WINDOW SIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WINDOW WIDTH WINDOW HEIGHT T' o -0M HEIG MULL TUBE 1 X 2-1/2 MULL TUBES 1 X 3 1 X 4 MULL TUBE 1 X 3 MULL TUBE 1 X 4 52-1/8" 62" 12" ' 0.0 90.0 90.0 90.0 18" 18" 9''. 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 90.0 30" 90.0 •0.0 90.0 90.0 90.0 36" 90.0 90. " 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 52-1/8' 48" 90.0 90.0 - 4.0 90.0 - 73" 25" 12" 90.0 90.0 90. ' 90.0 84.0 18" 90.0 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 0 90. 30" 81.6 81.6 90.0 90.0 48" 36" 74.9 74.9 90.0 90.0 12" 42" 69.9 69.9 90.0 90.0 60.7 48" 66.3 66.3 86.9 90.0 52-1/8" 71.8 12" 90.0 90.0 90.0 90.0 90.0 16" 90.0 90.0 90.0 90.0 37-3/8" 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 73" 12" 90.0 90.0 90.0 90.0 18" 85.9 86.1 90.0 90.0 24" 76.6 76.6 90.0 90.0 30" 69.8 69.8 90.0 90.0 36" 64.8 64.8 83.4 90.0 42" 61.0 61.0 78.4 90.0 48" 58.3 58.3 74.6 90.0 36" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 9 30" 90.0 90.0 90.0 • 0.0 36" 90.0 90.0 90.0 90.0 42" 90.0 90.0 •'.1 90.0 48" 90.0 90.0 90.0 90.0 52-1/8" - 49-5/8" - _ __ 12" 90.0 90... 90.0 90.0 18" 90.0 i.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90' 90.0 90.0 90.0 36" ; 5.9 85.9 90.0 90.0 42" 83.3 83.3 90.0 90.0 - 81.9- - -81.9 - - 90.0 - - 90.0 73" 12" 79.1 82.8 90.0 90.0 18" 71.2 73.1 90.0 90.0 24" 65.0 66.1 83.2 90.0 30" 60.2 61.0 77.0 90.0 36" 56.4 57.1 72.1 90.0 42" 53.4 54.2 68.3 90.0 48" 5i.2 52.0 65.4 90.0 = z 1 OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL SEE CHART FOR CAPACITY CHART 'C' DESIGN LOAD CAPACITY - PSF HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL FIXED OVER HORIZ. SLIDING WINDOW WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULUON WINDOW WIDTH WINDOW HEIGHT TRANSOM HEIGHT MULL TUBE 1 X 2-1/2 MULL TUBES 1 X 3 1 X 4 MULL TUBE 1 X 3 MULL TUBE 1 X 4 36" 62" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 48" 90.0 - 90.0 90.0 90.0 52-1/8' 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 84.0 84.0 90.0 90.0 30" 79.3 79.3 90.0 90.0 36" 76.1 76.1 90.0 90. 42" 74.1 74.1 90.0 = 41.0 48" 73.0 73.0 90.0 90.0 73" 12" 66.3 70.6 8. 90.0 18" 60.7 63.4 7.6 90.0 24" 56.2 58.1 71.8 90.0 --." 52.5 67.2 90.0 36 49.6 51.0 63.4 90.0 42" 47. 48.7 60.5 . 89.3 48" 46.9 58.2 86.1 = z 1 OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL SEE CHART FOR CAPACITY WINDOW WIDTH FIXED OVER H.R. Engr: JAVAD AHMAD CML FLA. PE 1 70592 CAN. 538 ZUDUCT REVISED DS • iplying with the Florida 13uitdi ; Code Acceptau . No i'4 -!/o3. I Expiration Dale - E I3 iia�iti a Product Cantrgd • • • • • 4 •• . .••• . •••• • •• .• • . • • • • •• J 0 aI a ce O 0 ti p.•g. ceczooug G ` ce• ce ow Q WHrf► •• • FAX,. (305) 262-6978 c5 0 0 z 0 -J V) 0 • . u) ••• • co •• . 1 •. rn Q Li) . 0 V) 1 c O v 0 i/ c. 0 0 UPDATED TO 2014 PK NO CHANGE THIS SHEET a .0 46 0 0 of O 0 O 0 a U d u •• • • . • . drawing no. M1 0-01 sheet 5 of 7 • • • •� • • • • / 1 // // WINDOW WIDTH FIXED OVER H.R. Engr: JAVAD AHMAD CML FLA. PE 1 70592 CAN. 538 ZUDUCT REVISED DS • iplying with the Florida 13uitdi ; Code Acceptau . No i'4 -!/o3. I Expiration Dale - E I3 iia�iti a Product Cantrgd • • • • • 4 •• . .••• . •••• • •• .• • . • • • • •• J 0 aI a ce O 0 ti p.•g. ceczooug G ` ce• ce ow Q WHrf► •• • FAX,. (305) 262-6978 c5 0 0 z 0 -J V) 0 • . u) ••• • co •• . 1 •. rn Q Li) . 0 V) 1 c O v 0 i/ c. 0 0 UPDATED TO 2014 PK NO CHANGE THIS SHEET a .0 46 0 0 of O 0 O 0 a U d u •• • • . • . drawing no. M1 0-01 sheet 5 of 7 • • • •� • • • • EDGE DIST. 1BY WOOD BUCK 4 d • 4 - 4 4 • ••d. • 0 W X d • TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL(AT WINDOW FRAME) SEE SHEET 3 & 4 FOR CAPACITY 4 • d a • J y !i i a 4 4 -'A • 6 z$ 5 41 U o • 44 . 4 4. • EDGE -DIST. Ist TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY EDGE DIST. METAL STRUCTURE 2BY WOOD BUCK OR WOOD STRUCTURE TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS SEE..ELEV._FOR ..SPACI tt 174 Ar TA ? O14 BY NT02 #8 SMS 1-1/4" MIN. WOOD EMBED 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS L1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY • •• •.• •.•• • • •.•• • • •• • • • • • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ••• AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0301ie6Y CK�INTO GONG flR MASONRY) 1—i%2" MIN. EMBE© INTO CONCRETE L! yD SI L ECTL'r INTI COOR_MASQNRY i /2"—M N -EMBED - NTO CONCRETE (HEAD%SRI)) 7I%4"-D1A7vCTRACOTI _EIY `I;CCO (Fugj27 I S1....Ey ,15 KSI)) NTO'�2BY-WOOD BUCKS OR WOOD STRUCTURES) (1_71/2" MIN- PEN ETRATION—INTD WOOD.„ (HEAD/SILL/JAMBS); IRU 1 BY BUCKS INTO CONC._OR MASONR (i =1 j2"r IN.lEMBED:INTO=CONCRETE (1 EADf SILL)) (1-1/4"'- MI -EMBED=INTOTCONC:_OR MASONRYY(JAMSS)) DIRECTLY INTO CONC. OR MASO@R' ) (1 72"`MIN MBEEnNTO C_0_NCRETE (HEAD SIL ,174"-IuIIN EMBED IN_T_0 __0_NC._OR_MASO.NI (JAM q '" bi2 S 4.�1?I311,1 tt scRfEW� c�DI NTO iimrST4 UC_DEES) A TEEL •:-1 G M((Fy'j36KSCMtN . LUMINU 1/8" THK._MII •_(6063=T6_MIN:) (STEEL IN CONTACT -WITH TALUMINUK - eLPLATED QR PAIN EI))) (TYPICAL EDGE DISTANCE? I„T0: CONCRETE AIdD ASONRY= (INTO WQOD_S7RUC_T_U-RE_-- r(CIA INTO METAL STRl1CTUREi e4= IMI�l. EOPD AT HEA), SILL OR JAMBS SG = 0.55_770 (CONCRETE AT- HEAOTS LL! OR JAMBS) f'c) X3000 PSI�MIN, (C=90 Fi0L1.OV�1/F LIED BLOCK AT JAhIBS f'iR -000 PS) MINS FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. ALSO APPLICABLE TO SINGLE HUNG AND HORIZONTAL SLIDING- WINDOW FRAMES IN FLANGE, - EQUAL LEG OR FIN FRAME CONFIGURATIONS. FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AT ALL ANCHORAGE CONDITIONS. 2 3/8" MIN. 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2r". THE USE OF DEEPER OR BEVELED W00DBUCKS IS PERMITTED. Engr: JAVAD AHMAD CMI,. FLA. PE 170532 C.A.N. 3538 I 'f. PRODUCT REVISED as complying with the Florida Building Code Accrpt.vnce Ivo l t li�piyntifon Date , By _�f `� ei aL.�Fi ivtiart de Product Contr,01 r , f. a U 0 z 0 J • • • ••• • • • •• N 0 N 0 a 0 0) b UPDATED TO 2014 FBC PER RER COMMENTS 4) 0 0 O N O 0 m U • • ) SERIES 130 SENTINEL FIX. WDW. FLANGE FRAME CG! -118 SERIES 130 SENTINEL FIX. WOW. FLUSH FRAME CGI -119 1.015 p- JI=1.140 .065 4.430 TYP. 3.685 .3 2.440 H.R. WDW. FLANGE FRAME HEAD S.H. WDW. -FLANGE FRAME JAMB CGI -136 H.R. WDW. FLANGE FRAME JAMB - S.H. WDW.-FLANGE FRAME HEAD CGI -135 SERIES 110 SENTINEL S.H. WDW. FLANGE FRAME SILL CGI -137 2.737 2.505 •2.613 1.000 I .991 3.237 SERIES 120 SENTINEL H.R. -WDW. FLANGE FRAME JAMB CGI -139 FLANGE ADAPTOR - CGI -109 .180 • .• • • • •• • 2.505 H.R. WDW. FLUSH FRAME HEAD S.H. WDW. FLUSH FRAME JAMB CGI -102 2.885 SERIES 120 SENTINEL H.R. WDW. FLANGE FRAME SILL CGI -138 H.R. WDW. FLUSH FRAME JAMA S.H. WDW. FLUSH FRAME HEAD CGI -100 1.015 r- 1.140 3.930 .065 3.185 NP. 2.885 2.440 -1 SERIES 120 SENTINEL H.R. WDW. FLUSH FRAME SILL CGI -113 1.429 2.505 SERIES 110 SENTINEL S.H. WDW. FLUSH FRAME SILL CGI -101 SERIES 120 SENTINEL H.R. WDW. FLUSH FRAME JAMB CGI -116 Engr: JAVAD AHMAD CML FLA. PE it 7,0592 C.A.N. 353,8 • • •••• • • . • •. FIN ADAPTOR CGI -110 PRODUCT REVISED as complying with the Florida Building Code k Acceptance No F4- f E oOcit Expiration Date}} Lt - L` J titteLz. Mi f Dade Product Cnb Iro1 . 41*‘) Z co O Z v Qa N re O 0 O w a. Q:A L, O $64.8 0 G O Nte re �3 43 N u.g'4)=p - 0 0) 0 z O -J • • N Or ••• • COC • • •• M CC o O w • o I - i1) 3Nri`° o • N) K) Z Z .. 3 o 0 ° '-. } to c 0 co O ri. 0 0 NO CHANGE THIS SHEET NO CHANGE THIS SHEET a� 0 D 0 0 of 8 ri ("1 0 0 C m U 0 N 1 0 °v m v` ) drawing no. -M 1-0=01 sheet 7 of 7 .• . f•••• • • • • •••• • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) (CGI Windows Doors; 1010 17 2 51 -Street •amiFL 33172 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 p;odu it or maferla'l.fails to perform in the accepted manner, the manufacturer will incur the expense of such* -Warm and, he AHJ may immediately revoke, modify, or suspend the use of such product or material withua• treir j urisdictipp. RFR reserves the right to revoke this acceptance, if it is determined by Miami-Dade•Eouty Product Contrpl Section that this product or material fails to meet the requirements of the applicable"l1ditding cgcle. ••• . ' v This product is approved as described herein, and has been designed to comply f the Flaride Building • • • Code, including the High Velocity Hurricane Zone. • • • = .•.• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m i a mid a d c.cov/economy .'• . •. .. •• . (RESCRII'TION des Clipped, Extruded riminum,Tube Mullion - L.M APPROVAL DOCUMENT: Drawing No. M95 -13A, titled "Mullion Elevations and betailtl'; sleets 1 '2' • : • 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared thy. Al:Farooci, Corporatiox,..� signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Sectidrl evisron stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. • •• SIL MPAC TING LargeAandySmall_Mrs rs li Impact Resistan LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for terrnination 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# 12-1220.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED !S IOAo,Y,1 N5-0420 08' Expiration Date: March 28, 2012 pproval Date:.An ustJ3. 2015; Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95 -13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared' by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ••••• 4) Small Missile Impact Test per FBC, TAS 21131-04 • • • • •• ••• • • 5) Large Missile Impact Test per FBC, TAS 2Q1,-�,4 • • ' • along with marked -up drawings and installation diagram of caseihent window mull�ci ..; using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurfit tf Testing 413, Inc., Test Report No. HTL-0080-0105-08 dated 03/26/08 for n ecimens No' •1 and•!• • •• p ••..• signed and sealed by Vinu J. Abraham, P.E. • • • . •• •• •• •••• • (Submitted under NOA No. 08-0331.07) • • • 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC,PA 2Ql•- j along with marked -up drawings and installation diagram •Qf §n al r in .m fil•ed• • window, prepared by Hurricane Test Laboratory, Inc. Test Report No. •• ; HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) .• • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t'' Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 E-1 F Manuel P i , P.E. Product Control xa iner NOA No. 1 -1420.08 Expiration Date: March 28, 2018 Approval Date: August 13. 2015 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, 5pggimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/ }8,•signed arid•sealed by. • • • Vinu J. Abraham, P.E. • • "• • • • • (Submitted under NOA No. 08-0331.07) • • 3. Laboratory compliance letters for Test Report No. HTL-0089-0303-96, issued itr • •; Hurricane Test Laboratory, Inc., dated 03/06/96, signed and' SQ`aled bq {'!'smothy •S:••• Marshall, P.E. • • • . . •. • (Submitted under NOA No. 95-0929.39) . • 4. Laboratory compliance letters for Test Report No. HETI-96.525, rssued•bv Hunican4.:. Engineering & Testing, Inc., dated 02/12/96, signed and seale.d b5'.Hectdr M. Medi+• • • . . •. P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. E-2 Manue(Per: ' E. Product Control E ner NOA No. 15- i 20.08 Expiration Date: March 28, 2018 Approval Date: August 13. 2015 2000 r-1.0001 -.125 Ix = .332 INV; Sx = .332 IN\3 1 X2 MULLION 6063-16 .125 2.000 .125 F� —2.000 J CLIP ANGLE 6063-T6 Ix = .9502 IN\4 Sx = .6335 IN\3 1X3 MULLION 6063-T6 4.000 Ix = 2.0374 IN\4 Sx = 1.0187 IN\3 W0(4' MULLION; 6063-T6 4.000 r -2.000---1j. l25 Ix = 2.9762 IN\4 Sx = 1.4861 IN\3 2X4 MULLION 6063-T6 .125 Imo --2.000 `,125 6000 Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 2X6 MULLION 6063-T6 f 'W' DIMENSION MULLION 'W' - IN. 2" 1.688 3" 2.688 4" 3.688 6" 5.688 .715 .125 MULLION CLIP FOR 1 BY TUBES CGI -383 6063--76 1.700 2.000 .125 4.000 MULLION CLIP FOR 2BY TUBES_— CGI -395 6063-T6 TYPICAL GLAZING PRODUCT 2.000 3.000 ....S CO TAINI G TYPICAL GLAZING PRODUCTS; IQRIZONTAL74R VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. 000 1.000 • • .. • • •••• •• •••• • • •• •• • • • • • • • • • • •• • IvIUCCIt7N "SYSTEMS -R ITEDr-'OR oRGE MiSSICE IMPACT) D CAN BE USED WITH ALL MIAMI-DADE COUN] I_APPROYEDI IMPACT AND 0, LmeACT_RESISTANT PRQD_UQJS) RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1}tS PRObUCT 1HAS BEEN DESIGNED. AND TESTED TO COMPLY WITH THE - (REQUIREMENTS OF THE FLORIDA BUILDING. CODE IIGI NCLUDING-HLVELOCITY, (HURRICANE ZONE IHVHZ) w ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS • SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING_ ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. Engr: JAVAD AHMAD CML FLA. P 70592 C.A.N. 3538 /1U ,:2015 I. PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 • • a ' 20.08 Expiration Dater N/A: a9he By 414i,. ' lap: Miam• ade Product [(g‘' 0 a2 Q: 0 E Cg 0 v• 3 M3 rn z 0 •• • � • , vl, J •• • M • E• •o Li in • CgCL i Ow v z tY O c N 0 Li vl N1 2Lu M M Z Z Z Lu n 1-i boa'' C3 35 i U rM r h 0 N L O a c 0 N UPDATED 70 2010 FBC UPDATED 70 2014 FBC -, v 0 a 1- O N 0 0 0 c1 Or: O 0 0 Lal a 0 m 0 x 0 c drawing no. M95 -13A Cheet 1 of 5 • •• • •••• • • ••• • �• drawing no.] (sheet 2 of 5 ) a 0 H w 0 MULLION LOAD CHART - L"x2"x1/8" ALUM. TUBE NO STEEL CGI1X2 57 UI VERTICAL O q 5' 2 MULUON GLAZING PRODUCT U q' 1 38-3/8" 4 1 a 38-3/8" MUL_ SPAN. P. ". ai _ - D. a a' 50-5/8 56" P= a D -1" MI LI SP D 60-5/8"NNN - t• 74-1/4" r .- 4 63" .. ..,, . .... . .,.. ... ..- .... .. - . .. . .. m N m ti I 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2x4x1/8 ALUM. TUBE NO STEEL CGI2X4 0-E 56• 63 74-1/4 84 108" M 96" MUL SPAN /8" — 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES 0 J z to w 0 MULLION LOAD CHART 4:lx3x1/8 ALUM. TUBE NO STEEL CGI1X3 m VERTICAL O q 5' 2 MULUON GLAZING PRODUCT q' 1 38-3/8" P. a� - D. a' 50-5/8 56" a D -1" MI LI SP t• 74-1/4" 4 .. ..,, . .... . .,.. ... ..- .... .. - . .. . .. 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2x6x1/8 ALUM. TUBE NO STEEL CGI2X6 74-1/4" 96" - 1 08L 1♦ p 120' 144•'? 20 25 30 35 40 45 50 55 60 65 70 75 TRIBUTARY WIDTH - INCHES 80 85 M a N : M MULLION LOACi (HART 1x4x1/8 ALUM. TUBE NO STEEL COI1X4 50-5/8" 56" 63 74- 1/4" NUL - SP = \108" a- \ 36" 84- 20 25 30 35 40 45 50 55 TRIBUTARY WIDTH 60 65- 70 76 80 85 - INCHES GLAZING PRODUCT VERTICAL O q 5' 2 MULUON GLAZING PRODUCT W1 W2 _ ARCHES TO -BE INSCRIBED INSIDE RECTANGULAR SHAPE • • • . . •• • • HORIZONTAL MUWON • • )k%'GLAZING �� /;" PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN ••• • •. •• • • • • • • • TYPICAL MULLION ARRANGEMENTS WIDTH (W) = WI + W2 2 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS Engr: JAVAD AHMAD CML FLA. RRE # 70592 C.A1M.3538 28?015 PRODUCT REVISED as complying with the Florida Building Code 1404.20.4013 Ex Acceptance No 7 Ex.iralion Date i .,�'.4% 2018 /Tis/ -`�'i 1 By Mian Dade Product Z 0 0 6 Q d N p°0 0 O t Q CLQ 0lCPU $.° Oma• • S). • • • .• • 4 4 J I Co zd In z O w z O • • •• • • . .• AX. (305) 593-6592 J C_ 0 O 0 O n U 0 0 ti 0 0 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0 0 N CV n O O N n 0 0 W LL 04 •• • . • •••• • • •••• •. • • • 2 ANCHORS AT MULLION ENDS ANCHORS TYPE A CCIA2 U) ea 0' 03 20 25 30 35 40 46 50 56 60 65 70 TRIBUTARY WIDTH - INCHES gm J t` 5 W'D 0 LA 2 ANCHORS AT MULLION ENOS 76 90 BG ANCHORS TYPE BH CGIB112 SPA 20 26 30 35 40 45 50 55 60 65 70 75 TRIBUTARY WIOTH - INCHES \„% " tom__ GLAZING PRODUCT c___ NCHOR ErAIL #1 GLAZING PRODUCT VERTICAL MULLION SPAN MUWON SPAN GLAZING GLAZING T3 PRODUCT PRODUCT 3: ti w1 CLIP ANCHORS W2 CLIP ANCHORS C.1 tV H --4 v 4 ANCHORS AT MULLION ENDS E0-5 /8" 38-3/8- 6 63' UL 74-1 84" L\NSPAN 46' 10: 1 ANCHORS TYPE A CGIA4 20 25 30 35 40 45 50 55 60 66 70 TRIBUTARY WIDTH - INCHES a• ' N a 2 ANCHORS AT MULLION 38-3/8' ALlo ANCHORS TYPE B CGIB2 60-5 /8" 66" 63 -.'4- 1s• 1 75 80 86 20 25 30 36 40 46 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES 20 25 30 35 40 45 50 55 60 65 70 75 80 65 TRIBUTARY WIDTH - INCHES HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE .- GLAZING --.---___,,4 � '7 PRODUCT `�N ,�-,� " tom__ GLAZING PRODUCT c___ NCHOR ErAIL #1 GLAZING PRODUCT CUP ANCHORS MULLION SPAN TYPICAL MULLION ARRANGEMENTS m ..r N v 20 2 ANCHORS AT MULLION ENOS - ANCHORS TYPE BF CGIBF2 26 30 35 40 45 60 65 60 65 70 76 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHARTS ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS - OR—THRU-1BY WOOD BUCKS INTO CONCRETE (ANCHORS B+ tAPPU A6LE TO_ANCHORS_INTO CONCRETE) ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO MASONRY ANCHORS 'BF' WIDTH (W) _ W1 + W2 2 80 86 1D a In 4 ANCHORS AT MULLION ENDS 20 m wt 25 30 35 40 45 50 55 60 65 70 76 8 TRIBUTARY WIDTH - INCHES • • • . • • Of • 4 ANCHORS AT MULLION ENDS /8- ••• .• •• • • • •• •� 86 • • ANCHORS TYPE BF CGIBF4 8-3 /8" /8- 3 L SPAN 4-1 4 6 20 26 30 35 40 45 60 55 60 65 70 75 90 TRIBUTARY WIDTH - INCHES 85 NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) OR WOOD STRUCTURES APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO MASONRY PRODUCT REVISED as complying with the Florida Buildittg Code i5'0420.� Acceptance No Expiration Date' By Mian Dade Product Engr: JAVAD A1-IMAD CML FIA. PE if 70592 C.ArN. 3538 18 Z 7 JUL1`i�8 2015 O Z W N Q d N o O O a X IL a {Li o I. rl O 0c;.4 o40,e. � B to o A v ked • • • ( • • • 41 41 • •• • • • •• 0 N to 0 v a O 0. N O ANCHORS REV. 7 O 0 CC .0 c 0 5, 0 ~i ( a) 0 0 n 4,) N N Q) 0 O h 0 0 sc 0 w Lc .tl .01 drawing no. M95=-- 1-3A sheet 3 of 51 �• • •..• • • . •..• •• • 63- ULL SPAN 38-• 80-5/8" 74-1 .- F6" E4" 108 12.'`` ` • II•• • ANCHORS CGIB4 TYPE B • 1 • 20 m wt 25 30 35 40 45 50 55 60 65 70 76 8 TRIBUTARY WIDTH - INCHES • • • . • • Of • 4 ANCHORS AT MULLION ENDS /8- ••• .• •• • • • •• •� 86 • • ANCHORS TYPE BF CGIBF4 8-3 /8" /8- 3 L SPAN 4-1 4 6 20 26 30 35 40 45 60 55 60 65 70 75 90 TRIBUTARY WIDTH - INCHES 85 NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) OR WOOD STRUCTURES APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO MASONRY PRODUCT REVISED as complying with the Florida Buildittg Code i5'0420.� Acceptance No Expiration Date' By Mian Dade Product Engr: JAVAD A1-IMAD CML FIA. PE if 70592 C.ArN. 3538 18 Z 7 JUL1`i�8 2015 O Z W N Q d N o O O a X IL a {Li o I. rl O 0c;.4 o40,e. � B to o A v ked • • • ( • • • 41 41 • •• • • • •• 0 N to 0 v a O 0. N O ANCHORS REV. 7 O 0 CC .0 c 0 5, 0 ~i ( a) 0 0 n 4,) N N Q) 0 O h 0 0 sc 0 w Lc .tl .01 drawing no. M95=-- 1-3A sheet 3 of 51 �• • •..• • • . •..• •• • 2 X 2 X 1/8" ALUM ANGLE 14 S.M.S. _ 2/ ANGLE /4" 0 ULTRACON 1/ ANGLE •.4 . a. . 4 4' 4 —MULLION —MUWON 2X2X1/8" ALUM ANGLE — 2-5/8" LONG 1BY OR 28Y WOOD BUCK 4 4 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MULLION 2 X 2 X 1/8" ALUM ANGLE 0 Ln 1 4 9 ' PRECAST CONC4 : •4 • 4 SILL' 4 •• • .4 . A 44 4 jI 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 4 4. 1 1/4" DIA. ULTRACON 1/ ANGLE 2 X 2 X 1/8" ALUM ANGLE 14 S.M.S._ 2/ ANGLE— A?, NGLE MULLION —MULLION 2 X 2 X 1/B" ALUM ANGLE 2-5/8" LONG 0 O Z_ 44 °.1 /4" 0 ULTRACON 2/ ANGLE • : 4 :° 1 B OR 2BY WOOD• BUCK 1.500 MAX. 4 .° 4 . • '4 • 4 '4 4 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE --C NEITCHS WOOD BUCK .TO ACCOMODATE •CUP.. ANGLE TO MASONRY ° MULLION w1vwn rn nrn c • 1/4" 0 ULTRACON 44 ' 1-3/8" MIN. EMBED 0 .2/ ANGLE •ri •. •• •. i • • • 11 • 1••• • ° CONCRETE OR NASONRY BLOCKS 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG z 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS Engr: JAVAD AHMAD CML FLA. PE # 70592 C N. 538 • ••• • • •••• • • •• •• • • • • • - • • • •• • PRODUCT REVISED as complying villi the Florida Building Code i5 04'2: QS Acceptance No Ex i iration Dale UL 2 8 20i5maam J%4,.Air de Product • 200 Z 0 of g; F- a O d 0 V 0t a C O o • oc 4«o MULLION\M95 • •• • ,• 1•••• • • 1•••• ( •• • r (1) N z 0 1 J z 0 • • '1) tO •• • M • • rn •• v) C CI W 0 V) to r.`— cAcpp C1 N)0) Ci M Z ZL O - 0 O5 Ea io 0 y L_ ( 0 c 0 N Q) 4) 0 Z0 0 fA a 0 0 8 0 0. >, .0 0 v 0 r` 0 N !V h 0 N 0 0 w k U' V 0 " f drawing no. M95 --13A (sheet 4 of 5 ••. • • MULUON CUP Q. L — MULLION MULLION T rr • 4/4" 0 ULTRACON 1/ ANGLE 4. 4 8 1BY OR 2BY WOOD BUCK d• __L1 MULLION 4 4 • 4 4 •• z 5 NOTCH CUPS TO �MISS_ MARBLE SILL OR TRIM I • .4 • 4 9 4'_ • PRECAST CONC.! 4 . 4 SILL' •.A 4 • , 4 i 4 4 e. 1/4" DIA. ULTRACON 1-3/8" MIN. EMBED 1/ ANGLE MULLION CUP 4 4. a 1/4" 0 ULTRACON 2/ ANGLE 4 4 MULLION —MULUON r -r .4 18Y OR 2BY WOOD. BUCK • 4 • 0 4 e z 0 4 . 4 • 4 '4 • • 4 SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO_ _ 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS MULLION CUP MULUON NBTCH' WOOD BUCK .TO ACCOMODATE •CLFP'•.ANGLE TO MASONRY 44 • . •1/4" 0 ULTRACON T2/ 1-3/8"ANGLEMIN. EMBED - _ • • 8 z CQNCRETE OR NASONRY BLOCKS Engr: JAVAD AHMAD CML FLA. PE #70592 Q.A.N. 3538 JU 28 2015 z • • • • • •• • • •••• • •••• • • •• •• • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No l 0420• 0 L piration Date aRe31 25,1145 fly Miam ade Product Control 1) z 0 J . • i • • .• • N • • • rn ▪ • • ,n io • ••• 1 • • • M •• s 0l • • 117 ▪ C) (140 8" CC e3 V) L NN) OM rn tn Z ZLL. Q O N) .> L. c 0 0. in U b 0 0 U w tt 0. T n N N 0 0 0 C rn N v• to 4. drawing no. M95 -13A (sheet 4,1 of 5 • 00000 • • 1•••• • • • • • • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE CTYPE `B`= 174' DI( ULTRACOI B 'ELCOaua177 KSL Ey=155,.KSI) RECTLY 1 TO.CONCRETE 1� 2 y Mti+ EMBED2IVTt? CONCRETE TYPE 'OH'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY TYPE 'BF'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. 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 f'm = 2000 PSI MIN. H #14 X 1/2" S.M.S. SEE CHART FOR QUANTITIES TUBE MULLION ANCHOR NO. OF CHART SCREWS TYPE A & D • 2 TYPE B 3 TYPE C 4 THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION it A. 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION •• • • • •. • • •••• #14 X 3/4 FH SMS •• 1 PER CLIP AT 1X2 & 1X3 MULLION 2 PER CLIP AT LARGER MULLIONS . . .• •. MULLION 1BY OR 2BY TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION Engr: JAVAD AHMAD CML FLA. PE # 70592 C,s .N. 3538 /IIr1 JUL'2 8 2015 • • • •• • • • • • • •• • PRODUCT REVISED as complying with the Florida Buildingcp15-0420. 08 Acceptance N No Expiration Date MaSaka,2j18 By Mi Dade Product Contr .(1341"u u) rn z 0 3 .• AND DETAILS •• • • • • • • •• • ••• • • • •• • • 44 •ce•••• D • • FAX. (305) 593-6592 c ) N 0 co L 0 0 to iu 0 xU UPDATED 70 2014 FBC REV, PER RER COMMENTS 0) 0 8 N N lei 0 N N 0 0 h N N b 0 1C 0 w 0 in N 1 drawing no. M95 -13A sheet 5 of 5 :• • .••• • • • •• • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors,Inc) Street, .._iam,_F" MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mfamidade.Qov/economy 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 grater'igl fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and'rld AHJ may.. immediately revoke, modify, or suspend the use of such product or material within their jurisdiotien. • reserves the right to revoke this acceptance, if it is determined by Miami—Dasip.DJlnty Product Control Section that this product or material fails to meet the requirements of the applicable.huilding sade.• • • This product is approved as described herein, and has been designed to complywvte the I~loridoe Buildsng• • • Code, including the High Velocity Hurricane Zone.-• •• •• • . • ••• fDESC TION Ries i`GGI HeavyDuty"—Cli ed—Extr ed ZWCn T �e bullion 1VI I. APPROVAL DOCUMENT: Drawing No. 7300JR, titled "Heavy Duty Clipped Aitaj Um Tttbe• • • Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29111,hvith rxvisioh B, signed $rid..: sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product CoritrorApproval• Amy with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ' ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • MIAMI•DADE COUNTY APPROVED oo No. f6 0218 4' $Expiration Date fray 26, 2031 mo (Approval bate: pril" Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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, TAK03-94. • • •' • 6) Forced Entry Test, per FBC 2411.3.2.1, antrTAS 202'94: '. along with marked -up drawings and installation diagrams. clipped. •aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test .Report ➢30. ¥TL -6r4 • : (samples A-1 thru E-1), dated 02/28/11, and addendum letter' dated 05/09,'11, slant • . and sealed by Marlin D. Brinson, P.E. •• ..•. .. • . • C. CALCULATIONS •• 1. Anchor verification calculations and structural analysis, complying With FBC-2L1.0..: and with FBC 5t'' Edition (2014), prepared by manufacturer'dated 0f72.9/J5, signed • and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manuel Per P.E. Product Control E. • iner NOA No. 16-0218.04 Expiration Date: May 26, 2021 Approval Date: April 21, 2016 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. a. tatement letter of co ormance, complying w th_FBC-5Edition_(2014), dated (February 15, 2016, issued by manufacturer, signed _and sea e_ _ y_Anthony Lynn er, P.E' 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 02/15/16 signed by Mario Ferrucci III. G. OTHERS 1. None. E-2 .... . .' • • .... • • • . .. • ... • • .. • .. . • a . .... •• . • • • • . • 4 .... • .. • a.. • . . • . ., •• •• . . • . • ..• . • • • • a . . • .. •• . ... . • • • . • . Manue Pere Product Control E r NOA No. 16-0218.04 Expiration Date: May 26, 2021 Approval Date: April 21, 2016 TABEEFORLOC TIO S'REQUIRING' I S E IMPACT_=RESTS ANfiiPRODUCTS` P 1CT_OR_LARG FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 2-3 OPENING WIDTH FOR VERTICAL MULL SEE DETAILS A-D,G,H; SHEETS 2-3 I _ 1 VERT. MULL LENGTH i HORIZONTAL MULL LENGTH 1 GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. SHAPE SEE DETAILS A THRU G; SHEETS 2.3 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE •- - INSTRUCTIONS - - - --— — - OPENING HEIGHT FOR HORIZONTAL MULL SEE DETAIL E, SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY CGI. /SEE DETAILS A-D,G,H; SHEETS 2-3 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL I LENGTH I OPENING MULL HEIGHT LENGTH SINGLE MULLION OPENING WIDTH --I SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. OPENING HEIGHT FOR HORIZ. MULL I--HORIZ. MULL LENGTH—j 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S 9)C�m. ULLIONS AND CLIPS AVE'S EN DESIGN D I?ESTED f0 COMPY: WI F E EQUiREMEN"TS.Q IFIE 14` FLOftIDA`BUILDING ODE„ IND AIRF. ATO_YED-FO1_ IMPACTAND NON -IMPAC APPLICATIONS. UTI • ARE ONLYJO„BE USED_'W,(TB (OG. 1=AEEILOYED.:F_ENESIRAT.ION P13,QPUCTS HAVING CIJRREN? AP,, i20VALS 09) MULLIONS AIZ GMPLIANCE FOf SEIN*THE T VH23 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. STANDARDS USED: R:t2014:F=LORIDA:BUILDING CORE (EBC);-STFIEI31YIV •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • A I S I -S 100-07/S 2-2010 VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL `MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL". GENERAL NOTES 1 INSTRUCTIONS 1 ELEVATIONS 1 MULL TO 2X WOOD 2 MULL TO 1X & MASONRY 2 INSTALLATION NOTES 2 MULL TO MASONRY 3 MULL TO STEEL STUD 3 MULL TO MULL 3 ANCHOR SPECS 3 ALTERNATATE CLIPS 4 BAY MULL INSTALLATION 4 1 X 2 X .125 MULL SPECS 5 1 X 2 X .375 MULL SPECS 6 1 X 2.75 X :375 MULL SPECS."... 7 1 X 2.76 X .66 MULL SPECS 8 1 X 3.125 X .500 MULL SPECS9 1 X 4 X .125 MULL SPECS 10 1 X 4 X .375 TUBE MULL SPECS11 1 X 4 X .375 "T• MULL SPEO6...y 1 1.25 X 3.188 X .265 MULL SFIW1: 1.25 X 3.25 X .100 MULL SPE•C99•.•,4 1.25 X 3.25 X .624 MULL SPECS..•14 1.25X3.94X.624MULL SPEW •18 2X4X.25 MULL SPECS.....+!.!.!1 2X6X.25MULLSPECS Aa 4 1.26X2.11 X .125 MULL SPEAS„14 30° X 3.25 BAY MULL SPECS • 19) 45° X 3.25 BAY MULL SPECS • • �0 MULLION & CLIP DIMENSI0133.•.: tt-23 EXAMPLES 1 & 2 • 24 LOADING EXAMPLES •......... Z5 • - • 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT2) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING OBTAINED 1N STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE 1N THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FT2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT2) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. •• • (1) z. 0 7.1J Z ..•▪ Z •J I••W •• Q. z • 1:14•04tw in • w.•W •Q 0 J Z 0 •41 •w ••• Z W QQ� 2 N 0 O O ch h 8 • • • • m Approved u complying wtth tlu Flosi :I>IWinp Date ! •1 i { NOAH ( _41:4pre A R mi de Product C 01 III II/ / LYNN • V\t;E . No: 58705 :::-:713.14:.142../:,"-' , S -ATE OF '� •••• FLORIDP.•'��` A. LYNNINtILLR, P.E. FL P.E.# 58705