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WS-18-362 Inspection Worksheet Miami,Shores.Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-297273 Permit Number. WS-2-18-362 Scheduled Inspection Date: April 23,2018 Permit Type: Windows/Shutters Inspector: Naranjo,Ismael Inspection Type: Final Owner: PETIT,IFOCOEUR `Work-Classification: Window/Door`Replacement Job Address: 141 NW 100 Terrace r Miami Shores;FL 33150 i _ Phone Number Parcel Number 1131010220250 Project: <NONE> E Contractor: PRESTIGE WINDOWS S DOORS Phone: (305)820-5999 Building:Department Comments REPLACE TO IMPACT 12 WINDOWS In ractio Passed comments INSPECTOR COMMENTS False, } t AF •F Inspector Comments Passed Failed a Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. d i April 20,2018 For Inspections please call:,(305)762-4949, page 5 of 22 Permit/VO. WS-2-18-3f 2 Miami Shores VillageM Permit Type:Windows/Shulttem 10050 N.E.2nd Avenue NW Per o,*C/assifrcation::Window/Door Replacer Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 t0RioA' 08/12/2018 Issue Dots.,211312fl18 Expiration: Project Address Parcel Number Applicant i 141 NW 100 Terrace 1131010220250 Miami Shores, FL 33150- Block: Lot: IFOCOEUR PETIT Owner Information Address Phone Cell IFOCOEUR PETIT 141 NW 100 Terrace MIAMI SHORES FL 33150-1209 Contractor(s) Phone Cell Phone Valuation: $ 16,170.00 PRESTIGE WINDOWS&DOORS (305)820-5999 Total Sq Feet: 0 Type of Work:REPLACE TO IMPACT 12 WINDOWS Available Inspections: No of Openings: 12 Inspection Type: Additional Info:REPLACE TO IMPACT 12 WINDOWS Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.20 Invoice# WS-2-18-66427 DBPR Fee $3.30 DCA Fee $2.20 02/13/2018 Check#:3140 $50.00 $211.70 Education Surcharge $3.40 02/13/2018 Check#:3139 $211.70 $0.00 Permit Fee $220.00 Scanning Fee $9.00 Technology Fee $13.60 Total: $261.70 In consideration of the is ance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in stn conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assu a responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING HANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER AVIT: I e at II the foregoing information is accurate and that all work will be done in.compliance with all applicable laws regulating con. u(Auto an zoni g. r o're, authorize the above-named contractor to do the work stated. February 13, 2018' iz d i ature: caner / Applicant / Contractor / Agent Date i Building Depart nt Copy February 13, 2018 1 �a lof( n o TVF1 ---,KAiami,.-Shores Village FEB )4 2018 B.L41ding Dep'arb-hdn t , 7-_ 10050 N..Elnc!Avenue,Mari Shores,Florida B138 Tel.(305)795-2204 Fax.(305)-756-8972 y INSPECTION LINE PHONE NUMBER.(.3091761-4949 FBC. 20 1 BUILDING Master Permit No., CJS 3b7 PERMIT APPLICATION S'ub Permit No. REBUILDING F-1 ELECTRIC r-1 ROOFING ('REVISION M EXTENSION ❑RENEWAL • MPLUMBING F-1 MECHANICAL []PUBLIC WORKS R CHANGE OF F-1 CANCELLATION F-1 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 141 NW 100 TERR city: i Miami Shores County: Miami Dade ZI Folio/Parcel#:11-3101-022-0250 -is the Building Historically Designated:Yes NO X RES Occupancy Type:-Load: Construction Type: Flood Zone: BFE: TFE: OWNER:Name(Fee Simple Titleholder):IFOCOEUR PETIT&W KETTLY Phone#: Address: 141 NW 100 TERR City: MIAMI SHORES State: FI. Zip: 33150 Tenant/Lessee Name: Phone#: ,Email: CONTRACTOR: PRESTIGE.Company Name: WINDOWS & DOORS Phone#: 3057820-5999 Address: 5500 NW 161 STREET Z3 -sp9 R:j- �Qil City: MIAMI State: FIL ----ZIP: 33014 Qualifier Name: CRISTINA SCAVUZZO Phone#, 305-820-5999 State Certification or Registration M C8C1251687 Certificate of Competency tl: DESIGNER:Architect/Erigineer: EX ENGINEERING EXPRESS Phone#: 954-354-06660 Address:160 SW 12TH AVE SUITE 106 city: OEERFIELD BEACH State, FL Zip: 33442 _ Value of Work for this Permit:$16,170 Square/Linear Footage of Work: Type of Work: El Addition Fj Alteration F-1 New W Repair/Replace ❑ Demolition Description of Work: REPLACE TO IMPACT 12 WINDOWS ANI; 2 nwu 99 Specify color of color thru tile: Submittal Fee$,S() Permit Fee$ CCF$ 10 zo CO/CC$ Scanning Fee Radon Fee$_2 2- DBPR$ 3 .30 Notary$ Technology Fee$ l C�Training/Education Fee$ Double fee$ Structural Reviews$— Bond$ TOTAL FEE NOW DUE$ . �70 (Revile,10111411014, l j t i Bonding Company's Name(if applicable) Bonding Company's Address City State - Zip g i Mortgage`t.ender's Name(if applicable) ' Mortgage Lenders Address r r City: State Zip r 1 Application is hereby made to obtain a permit to do the work and installations as Indicated. l 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. un.''erstand that a separate= pc-mit -mu$t.t�e .secul'::d for ELECTRIC, rL'UMBING, SIC-NS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC;..,. { OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work,will be done in compliance with all ; applicable laws regulating construction and'zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." l Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500,,the applicant must promise in goad faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person 1 whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the.first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the " inspection will not be approved and a reinspection fee will be charged, i Signature J Signature r. NER or AGENT GONTRAC s The foregoing instrument was acknowledged before me this The foregoing instrument was acknowled5z efore me this 31 day of JANUARY, 20 18 by 31 day of JANUARY 20 18 by CRISTINA SCAVUZZO -►�l`� 917 4 whho`is/personally known to who is personally known to me or who has produced as me or who has produced 1 v°P•.,, DENISSE GUZMAN identification and who did take an oath. identification and who did take a ' �a `�-; Notary Public-State of Florida t5•: ;• Commission#FF 928501 NOTARY PUBLIC: NOTARY PUBLIC: 'N'�, "oc My Comm.Expires Oct 18,2019 FOFFI Bonded through National Notary Assn „.F t Sign: Sign: Print: CR T Print: 1 S f ► ��.__ Seal: MY COMMISSION 0 FF918776 Seal: EXPIRES September 15,2019 (40)ae•a1sa rro.roweurye.,,b.oom Y t APPROVED BY ., e _ ..�. Plans Examiner Zoning Structural Review Clerk �(Revised02/24/2014) i E 11/15/2017 Property Search Application-Miami-Dade County .I. OFFICE OF E PROPERTY APPRAISER Summary Report Generated On: 11/15/2017 Property Information41 Folio: 11-3101-022-0250 a 141 NW 100 TER Property Address: I Miami Shores,FL 33150-1209 Owner IFOCOEUR PETIT&W KETTLY Mailing Address 141 NW 100 TERR MIAMI SHORES, FL 33150-1209 Yom; PA Primary Zone 0800 SGL FAMILY- 1701-1900 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use. FAMILY: 1 UNIT ' - i Beds/Baths/Half 3/2/0 Floors 1` Living Units 1 Actdal Area 1,938 Sq.Ft Living Area 1,380 Sq.Ft ,, tl s Adjusted Area 1,654 Sq.Ft Lot Size 8,100 Sq.Ft Taxable Value Information Year Built 1942 2017 2016 2015 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $47,857 $45,845 $45,179 Land Value $178,398 $178,398 $131,771 School Board I Building Value $115,118 $115,118 $115,118 Exemption Value $25,000 $25,000 $25,000 XF Value $1,043 $1,061 $864 Taxable Value $72,857 $70,845 $70,179 Market Value 1 $294,559 $294,577 $247,753 City Assessed Value 1 $97,857 $95,845 $95,179 Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $47,857 $45,845 $45,179 Benefits Information Regional + Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment $196,702 $198,732 $152,574 1 $47,857 $45,845 $45,179 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(iA.County,School 01/01/1989 $74,000 13986-1735 Sales which are qualified Board,City,Regional). 03/01/1971 $28,500 00000-00000 Sales which are qualified Short Legal Description t t GOLD CREST PB 21-56 W1/2 OF LOT 11 LOT 12 BLK 3 LOT SIZE 75.000 X 108 i OR 13986-1735 0189 1 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 Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version:. i . ® 5500 NW 161 st Street ]USTIGEMiami, FL 33014 00 P. 305.820.5999 Serving Keys to Palm Beaches F. 305.575.1587 El WINDOWS & DOORS www.prestigewindoor.com W W W P ESTI 9 E N O . COM LIC#CBC1251687 Name: f✓ rD Job#: Address: City, Zip: Tel 5k(�A -, 3 l � Alt. Tel: r I 'l /- Email: n�6�- ►7Uu, IM Ref. by: 7- Window/Door Replacement Contract Scope of Work Included: Cuslomrx W p n ( ove am I *Prepare floor plans and engineered wind load calculations '�X . W *Obtain all necessar bO �OOwt I�0 Priv��/) PLEA SE READ CONTRACTy permits for work to be completed / * Remove existing windows/doors and remove debris from jobsite BEFORE SIGNING *Prepare existing openings to accommodate new windows/door *Adjust new windows/doors after installation ) I ��VSOWOL 1V `Qlyer * Pass all necessary inspections to close out permit &d cwr IiJ�S�VJad �/ � ! EXCLUDED:PAINTING, WINDOWSILL REPLACEMENT, FIBERGLASS DOOR FINISH/PAINT/STAIN EXCLUDED:ENGINEERI,N/CyLETTERS& SPECIAL INSPECTIONS REQUIRED BY CITY/COUNTY Specifications: Impac on Impact J GlassColo reLEG— ame Color Window Brand: Door Brand:ffi&&ftWV;c"een: 18x16 charcoal Fixed Single ng ement 2PNL riz. Ro French Doors/Double or Singl Qty Qty LH RH XO OX Al IA LH RH W. � ' Sliding Glass Doors OtheMcri.t' xo ox xx xxo oxx _ oxxo y j r SEE ATTACHED WINDOW/DOOR BREAKDOWN3 1 r2 3 IT/ Subtotal for all Materials $ Credit(terms arranged for balance due Sales Tax (pending approved credit application&based on finance INCLUDED company's terms&conditions) �;F�Lp, Total Contract Price 70 ❑ Credit Card (Ruth. Form attached) Down Payment -$ ❑ Cash / Check# Balance on Delivery $ (there is a.$30 fee for any unpaid/returned check *Balance on Completion $ 70 *Final Payment Cannot Be Held Due To Missing Parts, Stress Cracks, Manufacturer Error or Defect. HOA Approval Req?: Yes / o Mgmt Co: Phone: BUYERS RIGHT TO CANCEL All work on the above mentioned property herein will be performed in a timely and professional manner. Buyer may cancel this Agreement by providing written notice by US Certified Mail,Return Receipt Requested to Prestige Windows. This cancellation must be written in english and postmarked before midnight of the 3rd business day after you sign this agreement. For the purposes of this Agreement,a"Business Day"shall include Monday through Saturday,but shall not include Sundays or any legal holiday on which the Postal Service does not deliver. If the riaht to cancel period exnirPc.tha caliPr'c rnnfrarf mom„.,r,f tie ' r Miami Shores Village LL Building Department �� .:� NINE� 10050 N.E.2nd Avenue a.,x,' Miami Shores, Florida 33138 Tel: (305)795.2204 FLORIDA 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• �g nQ ScC�V c c.z-Zo uali ier/ caner Si na e Date Print Name PER. iT ;,�' 9:3 _ f z Miami Shores Village , :. Job Description: EwEO APPROVED BY DATEy Replacing Windows & REQ ZONING DEPT ` � :. Doors To Impact FEB 2018 BLDG DEPT 12 Openings SUBJECT TO COMPLIANCE 1/0 H ALL FEDERAL S'4 I E A''.!D COL"'TY RULES AND REGULATIONS 2.Horizontal Roller 8.Horizontal Roller Window OX Window OX 36.875"x 50.5" 36.75"x 37.75" 65/65 65/65 NOA 17-0918.09 NOA 17-0918.09 8. 7. 6. 3.SN Casement 9.Horizontal Roller Window Window OX 36.875"x 50.5" 36.75"x 37.75" 9 BATHROOM 74.7/74.7 65/65 12 BEDROOM 3 5 NOA 17-0918.11 NOA 17-0918.09 ss 4.SN Casement 10.Single Hung m Window Window =_ aEi 36.875"x 50.5" 36.75"x 38" t° o 74.7/74.7 75/75 0, NOA 17-0918.11 NOA 17-1018.08 0 S 5.SN Casement 12.Horizontal Roller c Mn Window Window XOX y °' 36.875"x 50.5" 93"x 37" y BEDROOM 2 egress 4. 74.7/74.7 65/65 NOA 17-0918.11 NOA 17-0918.09 10. 6.Horizontal Roller 13.Horizontal Roller Window OX Window OX 54.5"x 26" 74"x 63" 65/65 60.2/60.2 NOA 17-0918.11 NOA 17-0918.09 LIVING ROOM 7.Single Hung 14.Horizontal Roller FRONT DOOR BEDROOM 1 Window Window OX egress 3 18.5"x 38.125" 54.875"x 63" existing 75/75 60.2/60.2 13. 14. to remain. NOA 17-1018.08 NOA 17-0918.09 2. L..17 EEEEEEEE IFOCOEUR PETIT �•� 06 141 NW 100 TER yvlo> •:• 000 •:• •:: :•; MIAMI SHORES, FL 33150 . . .. .. . . . . . % . . . . . . . . . .. .. . . ... . . . ... 0 0 01/09/2018-12:09pm internl V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 175 MPH MRH :5 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd-0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE*PRESSURES 1 EXTERIOR ZONE*PRESSURES O (SEE BELOW) INSTRUCTIONS FOR TABLE USE:_ 2 Mean DESIGN PRESSURES(PSF)-Z E 4 an DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OF THE O_PENING RIOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE ROOF TributaryArea $ Ft f Tributary Area $ Ft URE BELOW LEFT OR INFOR ION PROVIDED H.§Y- THEIRS. ( 4 - _ Y ( Q ) 1.1. ANY QUESTIONABLE P _ TOLE ONSID ED THE MORE CRITICAL(EXTERIOR)ZONE Height ¢ 5ght 10' 20 -1' 30 40 _ 50 5• - 2. IDENTIFY THE BUILDING M ` VE_ HT FROM THE LOWEST GROUND ELEVATION.IF 43.4 41.6 :-4 39. '3 _ 53.6 50.0 47.9 46.4 45.2 MEAN ROOF HEIGHT CANN T t F D,U THS PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft 15 ft 2.1. ALWAYS ROUND UP; OQEF H. TO NE J LE VALUE. 0. +38.2 36. 3 +40.1 +38.2 +37.2 +36.4 +35.9 2. VALID FOR ALL ROOF ED ES* SLOP JLrx�EE AN ENGINEER FOR REDUCTIONS. -45.1 - .3 -4tOs ' -55.7 -52.0 49.8 -48.2 -47.0 3. CALCULATE THE TRIBUTARY REA b. NG N STION AS THE GREATER OF(HEIGHT DTH)OR THE SPAN LENGTH(HEIGHT}'-'_MI EGRVE WIDTH OF 1/3 THE HEIGHT(HEIGHT z/3). 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 3.1. USE THE AREA BETWEEN STRUCTU OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. -46.2 -44.2 -43.1 -42.3 -41.7 -57.0 -53.1 -50.9 -49.3 -48.1 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER 25 ft -48.4 -46.4 -45.2 -44.4 -43.7 25 ft 4READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +44.6 1 +42.6 +41.4 +40.6 +39.9 +44.6 +42.6 +41.4 +40.6 +39.9 IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF -50.3 -48.2 -47.0 -46.1 -45.4 -62.1 -57.9 -55.4 -53.7 -';2;4- 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +46.3 +44.3 +43.0 +42.2 +41.5 30 ft +46.3 +44.3 +43.0 . 41,E ENERAL NOTES: ` 35 ft -51.9 -49.8 -48.5 -47.6 -46.9 35 ft -64.1 -59.8 -57.3 TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 ECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +47.9 +45.7 +44.5 +43.6 +42.9 +47.9 1 +45.7 +44.5 + '2. DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. "WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 ft -53.4 -51.2 -49.9 -49.0 -48.3 ¢0 ft -65.9 -61.5 -58.9 \ 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS THAN THE RATED LIMITING WIND VELOCITY ABOVE. +49.2 +47.0 +45.7 +44.8 +44,1 +49.2 +47.0 +45.7 '3:TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -54.8 -52.5 -51.1 -50.2 -49.5 -67.6 -63.0 -60.4 -58.5 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 45 ft +50.5 +48.2 1 +46.9 1 +45.9 +45.2 HVHZ=HIGH VELOCITY HURRICANE ZONE. 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. soft 50 ft-56.0 -53.7 -52.3 -51.3 -50.6 -69.1 -64.4 -61.7 -59.8 -58.3 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. +51.6 +49.3 +47.9 +47.0 +46.2 +51.6 +49.3 +47.9 +47.0 +46,2 B. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -57.1 -54.7 -53.4 -52.4 -51.6 -70.5 -65.8 -63.0 -61.0 -59.5 9•THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS ED-HEREIN. 60 ft -58.2 -55.8 -54.3 -53.3 -� ft -71.8 -67.0 -64.1 -62.1 -60.6 10. THIS SPECIFICATION DOES NOT FFER-AN ROD VED CERTIFICATION. REFER TO ANY SEPARATELY +53.6 +51.2 +49.8 +48. - +53.6 +51.2 +49.8 +48.8 +48.0 SUBMITTED TEST CRITERIA AND OTH R _S-OK. ESIG NSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IST B'171?$I RS ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT R ECTiO , NANCES. 12. NO CERTIFICATION IS OFFEREDI 0 EG HE HOST STRUCTURE. I 13. EXCEPT AS EXPRESSLY PROVIDE tR DDIT ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. I tLL INTERIOR ZONE(4-), EXTERIOR ZbN GHT EXPLAINED LEAST HORIZONTAL Cut mut z w v T T-i, - Utmz20�' 000 =2t-t00 DIMENSION m D C)m 0 �m'-'m 41 a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF M ! N ROOF .-r--m v Z n g- U);0 Z Z-1 PEAK ROOF z C HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 $ =m o G)G __ -i w m fn X 71 HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. In A 0 D D Z'>- C Z w In Z 0 CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF ROOF 5 ® =cn O Z O D p- v'r'Z 1 m O 3 REQUIRED. re z GT to w Z m Ln Re = n MEAN EAVE HEIGHT \ r�t �j�zmmrn D>�mA� D D a �a--1 ROOF ROOF z n>>z 0'-'v V Z m -n O r HEIGHT HEIGHT D 0 c m OW_#i ..�_''' }p�7 rH�app.•• 5 5 4 'a PLAN VIEW O DDD-42rb-1St W ab MITI O • J a SO COMPLEX \ �nZ�mAlrz"'� z Ln -nz r� ,t ISOMETRIC CORNERS Oto Lnn m•+ v T O O ELEVATION a��a S 5 p 0 (16 • � �•v -<••• • j j 0 o REMARKS DRWN CHKD DATE 6TH EDITION FLORIDA BUILDING CODS _ ,EN If ING o N�°_ C) �m� z INIT ISSUE GSS TSB 03/05/12 M 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 �oi (� QiG�G} O st z REV 2014 FBC DGM TSB 06/10/15 C s UPDATES,2017 FBC FLB FILE; 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE i Z i 'gym Z m DESIGN LOADS FOR COMPONENTS&CLADDING ••�60 SW 12thVENUE• SUITE 106 r OZ P • bEERjIE' Q•B9d�H•FL 3442 v a Vc�i THISDOCUMENTISTHEPROPERTYOFENGINEERINGEXPRESS, MASTER PLAN SHEET • • P:(ggy��4)•�l�l•0660•F:(954)354.0443 z 1 -4 p AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT •••_ RTF AIgHS•• z _ v O 7 1 c „ o N z WRRTENCONSENTOFENGINEERINGEXPRESS.ALTERATIONS. ASCE / - 1 O ••• •E:HELLO@EWGINLERI%GBKPRES9lCOM p Z m Er,-:h-� P PERMITTED AND INVALIDATDITIONS,OR OTHER ED RCERTIFCAINGS TO THIS OTON. ARE NOT N< m o ENGINEERINGEXPRESS.COM � MIAMi•DADE MIA1Vfi—DADE COUNTY,FLORIDA M*fl1i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOA- A#I3 C-ABI~A MIIJ STRA.TION DIVISION T(786)315-2590 F(786)315-2599 OTICE OF ACC CE (NOA) www.miamidade.gov/economy CGI Windows &Doors,Inc. 10100 NW 25 Street • • Miami,Fl.331.72 •••' •, ...... ...... This NOA is being issued under the applicable rules and regulations governing th�•n�e of construction • materials. The documentation submitted has been reviewed and accepted by Mia .I de CoUV.1ZER ••• Product Control Section to be used in Miami-Dade County and other areas where allovj$40.by the Authority ..... Having Jurisdiction (AHJ). • . This NOA shall not be valid after the expiration date stated below. The Miaml- ado County Pro.duct •••• - Control Section (Fn Miami-Dade County) and/or the AHJ(in areas other than Mianli-Da e Cowity)deserve •• the right to have this product or material tested for quality assurance purposes. Ifthis•tlroducf; % o1 htaterial fails to perform in the accepted manner,the manufacturer will incur the expense of such testing dad the AHJ:.... may immediately revoke, modify, or suspend the use of such product or material within their jmisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Co , . zng e DESCRIPTION: Series"Sentinel 120"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL NT: Drawing o. - n me 20 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.1.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through I1 of 11, dated 03/29/10 with revision "H" dated 09/05/17, 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 and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0929.13 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 Jorge M.Plasencia,P.E. NOA No. 17-0918.09 MIAMI•DADE COUNTY Expiration Date: September 22,2020 /012c 11-1 Approval Date: November 02,2017 Page 1 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 0000 1. Manufacturer's die drawings and sections. 0•'. 0••••' 0. 0 (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) .. •' 2. Drawing No. W10-18, titled"Series Sentinel 120 Alum Horiz. Skid#*Rg Wdw. TM.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated Q929/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed•an$ scaled7l}y'Javad, 0 0000.. Ahmad, P.E. ' .. .. 0.00. . 0000.. 0000.. B. TESTS 0 ' 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94: •• "' 2) Uniform.Static Air Pressure Test, Loading per FBC, T4S•;92-94 :••••� 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, FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. 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 fixedwindow, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 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 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. (Submitted under previous NOA No. 15-0512.05) orge M.Plasencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,201.7 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 2494 2) Large Missile Impact Test,per FBC, TAS 201:;94' ....' 3) Cyclic Wind Pressure Loading,per FBC, TAS"-;34 .' along with marked-up drawings and installation diagram of a s"ia9'aluminurV* fixed •••• • window, to qualify DuPont "Butacite" PVB interlayer, Durasealg•ftN Supor Spacer® •....: insulating glass spacer, prepared by Certified Test Laborato ' a Fest Report'No. .�•••' CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C.X ttel, Pot . •.:..• (Submitted under previous NOA No. 15-0512.05) •• ...... ...... 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 201-94 ' 2) Uniform Static Air Pressure Test,Loading p� F$C, TAS•�Q2-94 •' 3) Water Resistance Test,per FBC, TAS 202-94 •. 4) Small Missile Impact Test, per FBC, TAS 201-94 ••� ' • 5) Cyclic Wind Pressure Loading,per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Ste Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-2 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company4XA) for their"Saflex CP-Saflex and Saflex HP Composite Glass It4VA, ers w1ti WET ..••. Core" dated 06/19/14, expiring on 12/11/18. ' 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemkal.Company lMA) •••• • for their"Saflex Clear and Color Glass Interlayers"dated 06l014',Vxpi%#1 on 05/21/16. • ...... ..... F. STATEMENTS •••••. •••••• 1. Statement letter of conformance, of complying with FBC 5th Etlitiorr(2014) anit of no financial interest, dated 08/17/15, issued by Al-Farooq Corporatioia,*�igne4 ancf lealed, •• • by Javad Ahmad,P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dateJOOI/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon,P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. orge M.Plasencia,P. E. Pro'duc`t Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-3 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B.. TESTS 1. None. ••.. C. CALCULATIONS ••.... • 1. None. • ....:. D. QUALITY ASSURANCE .•••• ..... 1. Miami-Dade Department of Regulatory and Economic Resouress t$ R}. •' •.:..• . ...... •..... E. MATERIAL CERTIFICATIONS • L Notice of Acceptance No. 16-1117.01 issued to Kuraray Amerj"Uc. for tlezr • "Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers"dated (lrl'0 7, expiring on 07/08/19. •• • 2. Notice of Acceptance No. 14-091.6.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White)Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 09/07/17, expiring on 05/21./2x1. F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition (2014) and FSC 611 Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22/20. orge M. Plasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-4 i lu -r/PICAL ELEVA—TIOUFLANGE WIDTH BUCK1 WIDTH 11•� o 5 1/2" tM O 5"MAX. �g5 ✓i HEAD SILL 5'MAX. m w O n m MAIC. A C _ MTG.STILE S / 71 --- MTG STILE N U HE 5 5 pp f WN`M O d N XX It I II �j �!]WF LL it n II II O U N W I, ii F it F 6 CY O Imo 0 p // O a D G 0 _ — a OJ 1 <= Q w IJi. b 5 1 i 5 II �2' 91 1B II N ra U � E MUNTINS - AOOL.ANCHOR REQO. FALSE MUNTINS - ADOL ANCHOR READ. w (SURF APPLIED) 32 7/8" 32 7/8" (SURFACE APPLIED) 32 7/8" 32 7/e" AT CENTER OF ALL PANELS v 0 Lj 0 OPTIONALT CENTER OF ALL PANELS OPTIONAL D.L.OOPG. D.L. OPG, FIXED OR OPERABLE O.L OPG. D.L. OPG. FIXED OR OPERABLE ABOVE 30'PANEL WIDTHS ABOVE 30"PANEL WIDTHS 0 36 3/8" AT HEAD/SILL 36 3/8" AT HEAD/SILL •O L� u, VENT WIDTH VENT WIDTH C FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME0 In m N 3 �M n 110" BUCK WIDTH SERIES SENTINEL 120 z'o= 5 1/2' 135/16' ALUMINUM HORIZONTAL SLIDING WINDOW U o HEAD/SILL 5� —HEAD/SILL i DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER O A2 - -MTc. STILE - _ 'o CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED u as complyingwith the Florida APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Buildinoe 17OF H.R./H.R. OR HORIZONTAL ROWNG WITH OTHER MIAMI-DADE COUNTY NOA-No. 17-0918.09 APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Expiration Dal.09122/2020 y u i! I ii IN BETWEEN. a € a EpF LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Mlemi a Product Gonirol - a 6 n g li 6 ii 6 WILL APPLY TO ENTIRE SYSTEM. m o o 6 a THIS PRODUCT NAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE = x ci !'� ��/ •'/ REQUIREMENTS OF THE 2014(5TH EDMON)/2017 (61H EDITION) FLORIDA LAMINATED GLASS N i n o it BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ). m 10", 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BEINSULATING LAM. GLASS DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACTTo THE BUILDING STRUCTURE SMALL MISSILE IMPACT dANCHORS SHALL BE CORROSION RESISTANT, SPACED AS fit MN dJ•OiTA116 r AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED FjMBEDMENT TO BASE • .X i' • `11111 I11/I �� B2 1 III ^ MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.• •: •• • w : •`V� �� I�iH 8 II A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO V+pOC�ON�f. • • ••• P�' EN w "r •• • • • • • \ •' LIG SF•. ALL SHIMS TO BE HIGH IMPACT, NON AND NON-COMPReSS�LE. •• • • •^ .• MATERIALS INCLUDING BUT NOT UMITFD TO STEEL/METAL SCREWS,THAT •� .7 2 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FALSE MUNTINS 32 7/8' - 32 7/8" - REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CO DE&ADOPTED STANDARDS. (SURFACE APPLIED) OPTIONAL THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT�RO� MFORMATICY •• ,' O.L OPG. D.L. OPG. FOR A SITE SPECIFIC PROJECT, I- LIFE SAFETY Of TirS PR UCT,AE) UApY •• • ® .* OF [U� drawing no. 36 3/8" OF STRUCTURE RECEMNG THIS PRODUCT AND SEALI:AROU OPENINQ F R • • �� s f RIOP. ��; y1/10-18 WATER INFILTRATION RESISTANCE ETC. • VENT WIDTH FIN FRAME CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO �E ANALYFeE SEPAF+JTELY, g• • • / //±®NA,,�11V� shee} 1_of) AND TO BE REVIEWED BY BUILDING OFFICIAL. ••• • • II I 11111 000 • TYPICAL ELEVATION 171" FLANGE WIDTH FLANGE WIDTH 6. 5 1/2" MAX. MAX. 5" MAX. Z m j 5' MAX- HEAD/SIU- TYP. HEADSILL zF. J / A C MTGTYP. L A Al --WWIII MTG. STILE �p O W ro S 5 '0 5 00 S(� o C'O -a - � COL G I� it II EI II F II II F O UP h 6 IpI6 II II 6 5 II 6 II II 6 / U O?� Ca I� D II _ C n Ir ii �I til= \t "\' O z ii J -ILII/ 1 O 0 , II II II N12' W MF5g II II M2r A i FALSE MUNDNS \ ADOL.ANCHOR REOD. FALS"e MUNTINS ADDL.ANCHOR REQO.(SURFACE APPLIED) 49 S/S' AT CENTER OF ALL PANELS (SURFACE APPLIED) 49 5/6' AT CENTER OF ALL PANELS OPTIONAL Fl%ED OR OPERABLE OPTIONAL D.L. OPG. D.L OPG. FIXED OR OPERABLE 00�j n D.L OPG. ABOVE 3D'PANEL WIDTHSpABOVE 30'PANEL WIDTHSCe AT HEAD/SILL 28' AT HEAD/SILL d VENT WIDTH VENT WIDTH o C FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME N �g y 0 N rM cZ 170' 3o_ a BUCK WIDTH 5 1/2" 13 5/16" Up 4 J MAX. MAX. <n U HEAD/SILL STytp STILE HEAD/SILL iz O A2 MTG. �o 6 -� _ U 2= II II 11 � II II II O E2 II F II II F 6 If 6 II II 6 = v n �� II •/ II •/ O m �F m __JL-__ m O ii II II II n m •• ••• _• •ii � Q1 � • • • •• • • `111nInIT1j /' e2 ii ii 79 - •i ••• • i i `\\gyp • 00 1R1'1kTF&-V1SE&• • •� '• as complying with the Florida =•• 70592 s Building Code a +� FALSE MUNMNS 2 ` - 5/8" - NCA-No. 97.0918.09 - a 9 (SURFACE APPLIED) 24 1/ 49 • •• - O OPTIONAL D-L OPG. D.L OPG. • • EZA.tion Ba! 9/� 20 • pF (t/� drawing no. 28" ••• •Y • R' �UR'• � W10-18 VENT WIDTH • •FIN FRAME Ikon- a oduct•ontro♦ •• '�� aG�� • • •• /i 1l I11L�1 sheet l.l of l t s • DESIGN LOAD CAPACITT - PSF DESIGN LOAD CAPACITY - PSFv n XO OR OX SIZES PRODUCT REVISED o (XO OR OX SIZES) ( ) f o as comp1=9 with the Florida STD. G. RAIL H.D. MTG.RAIL STD. MTG.RAIL H.D.MTG.RAIL H.D.MTG.RAIL Building Code NOA-No. 17-0918.09 Z m po �- GIASS TYPES GIASS TYPES GIASS TYPES CLASS TYPES GLSS TYPES e m FLANGE DIMS. BUCK DIMS. TVAI','B'k'BI' FLANGE DIMS. BUCK DIMS. 'A'k'AI','8'k'BL' 'E'k'B1' 'C'k'CI' Expiration Date 09/22/2020 WIDTH HEIGHT MOTH HEIGHT EXT-(+) INT.(-) EXT-(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) By Q a N 26-1/2" 25-1/2' 65.0 65.0 80.0 90.0 55-3/4" 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 1 Mlann-Da roduct Control O O p`m 37" 36" 65.0 65.0 80.0 90.0 8-15/16 26' 7-15/16 25" 65.0 65.0 BO.0 90.0 B5.0 65.0 a �N 53-1 B" 26 52-1/8" 25' 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' 65.0 65.0 80.0 90.0 65.0 65.0 It cF y^I 74• 73' 65. 65.0 80.0 90.0 55-3/4' 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 Q t u=j In 25-1/2' 65.0 65.0 80.0 90.0 8-15/16"38-3/8' 7-15/16 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 G�'+ 7' 8-3/8' 36" 37_3/8" 65.0 65.0 80.0 90.0 8.3-1/2" 82-1/2" 65.0 65.0 80.0 90.0 65.0 65.0 Q 6 O 0 53-1/8" 52-1/8' 65.0 65.0 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 O y>I 74" 73" 65.0 65.0 80.0 90.0 8-15/16 50-5/8" 7-15/16 49-5/8" - - - - 65.0 65.0 Z O �i 26-1/2" 25-1/2" 65.0 650 80.0 90.0 83-1/2" 62-1/2- - - - - 65.0 65.0 Q W H n o 37' 36 65.0 85.0 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 J O 0 Q J 50-5/8' 49-5/8' 5-1/8" 52-1/8' 65.0 65.0 80.0 90.0 8-15/16" 63' 7-15/1S 62' - - - -' 65.0 65.0 Q m A 74' 73" 65.0 85.0 80.0 90.0 83-1/2" 82-1/2" - - - - 65.0 65.0 O 26-1/2' 25-1/2" 65.0 65.0 80.0 90.0 37' 36' -' 65.0 65.0 80.0 900 y 63' 62" �-4 U 53-i 52-1/8" 65.0 6 0 80.0 90.0 C 4' 73" 60.2 602 80.0 1 90.0 (1/3W) G u V O " a.p L'I nl(I/2W (1/2w) i7 GOWN o OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH ^ s N 'XO OR OX' 0- D� N OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 3 0 2 'XO OR OX' U O 1f"TYP. DIMS 16"TTP- BUCK DIMS BUCK DIMS o In „esI o�� o E FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME u 8-S 1 l L FLANGE DIMS _I FLANGE DIMS °8 ZZ r FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME ° y vow � E5 E21 • •i ••� • • i i ��`9�®'�� ', W • • • • ••• . �'''ucENsz'•., ..- � i„�� `� a �--1 • • .7.2 o S a NOTE: GLASS CAPACITIES ON THIS SHEET ARE ••• ••• • �' �� E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • ••• •l ATE OF =Q(/� drawing no. AND FLORIDA BUILDING COMMISSION • • oRIDA.•'G W10-18J STD. MTG. RAIL: � H D. MTG. RAIL: DECLARATORY STATEMENT DCA05-OEC-219 • • •• • •• • • •• 'hi SYAaL • • •• 7�11111111L11 sheet 2 of 11 • • • • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED n (XOX SIZES) (XOX SIZES) as Buildincomplying IG d with the Florida o STD.MTG.RAIL H.D.MTC.RAIL STD.MTG. BAIL H.D. MTG. RAD. H.D.MTC.RAIL Non-No. 17-0918.09 m 3 GLASS TYPES GLASS TYPES CLASS TYPES GLASS TYPES GLASS TYPES Expiration Date 09/22/2020 p h m FLANGE DIMS. DUCK DIMS. -A$'Al','B'&'D3' 'B'&'BI' FIANCE DIMS. BUCK DIMS. 'A'&'Al','B'&'Bl' 'B'&'Bl' C.&'Cl, WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXf.(+) INT.(-) EXT.(+) INT.(-) By F IL Z ry Miami-Da roduct control 6 Ti 74- 73' 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 65.0 65.0 O 0 o 106-1/4" 26" 105-1/4" 25' 65.0 65,0 80.0 90.0 106-1/4' 26" 105-1/4- 25` 65.0 65.0 80.0 90.0 65.0 65.0 a H 0- 111" 110' 65.0 65.0 80.0 90.0 111" 110' 65.0 65.0 80.0 90.0 65.0 65.0 x 110..� n 7J" 65.0 fi5.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 55.0 65.0 C U y 1'1 06-1/4 38-3/8" 105-1/4" 37-3/8' 65.0 fi5.o 80.0 90.0 106-1/4' 38-3/8' 105-1/4" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 V 0 w R 1'11" 110' 65.0 80.0 90.0 111" 110" 65.0 65.0 B0.0 90.0 65.0 65.0 Q d O Q o 74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 55.0 80.0 90.0 65.0 65.0 a6 106-1/4' 50-5/8" 105-1/4" 49-5/8' 65.0 65.0 80.0 90.0 106-1/4' 50-5/8' 105-i/4' 49-5/8' - - - - 65.0 65.0 M H 0 n 111" 110' 65.0 65.0 60.0 90.0 111` 110" - - - - 65.0 65.0 LL Z y LL m 7q' 73' 65.0 65.0 80.0 90.0 74' 73' 15.0 650 80.0 90.0 65.0 65.0 I FOE 106-1/4" 63' 105-1/4" 62' 61.E 61.6 80.0 90.0 106-1/4" 63" 105-1/4" 62' - - - - 65.0 65.0 J V M Q w Q w m F � 1 110' 60.0 60.0 80.0 90.0 n 110" O N � V C I - n N 4 (1I3W) (1/3W) (1/3W) (1/4W) (I/2W) (1/4W) Q W C N O M n OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDCW WIDTH 3 O1 3 C, 'XOX' XOX, a g U < O Xe'TYP. BUCK DIMS 74`TIP. BUCK DIMS BUCK DIMS c �� 0 FLANGE FRAME EQUAL LEG FRAME -FEBANGE ADAPTOR FRAME _ RANGE DIMS _I I FLANGE DIMS o FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME _ oiw • • •• • • • • • `\\\\11117/lr77 O • •• • • • • ••• •E21 0 0,00 �\pgy�p,® Afi ''4, 0 00 N.TDesz IS NOTE: _� GLASS CAPACITIES ON THIS SHEET ARE •• ••• ••• • �_ O E4 Eq • • • • • • • • Or �l�j�� drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTY) • • • • • � � , I AND FLORIDA BUILDING COMMISSION • • • • • • • • • '�, W1O-�H STD. MTG, RAIL H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-2190•• •• •• • ••• • • ,777 A6 \� • ••• • • 1Ir 111111 ` sheet 2.1 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED (XO OR OX SIZES) (XO OR OX SI )ZES as complying with the Florida Building Code 0 STD.MTG. RAIL H.A.wrG.RAIL STD. MTG.RAIL H.D.MTG,RAIL, R.D.MTG.RAIL. NOA-No. 170918.09 Z m 3 GIASS TYPES GIASS TYPES GIASS TYPES GIASS TYPES CUSS TYPES Expiration Date 09/22/2020 Q HUCK DHSS. 'A'&'Al','B'&'BI' 'B'&'131' BUCK DIMS. '1'&'A1','B'&'Bl' 'B'&131' 'C'&'CL' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EM.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) By 25-1/2' 65.0 s5.o 80.0 80.0 54-3/4' 65.0 65.0 80-0 80.0 65.0 85.0 MlamrDad roduct Control d G �ON�dV U 36' <5' 65.0 65.0 80.0 80.0 7-15/16 25" 65.0 65.0 80.0 :11(0 65.0 65.0 d w 52-1/8" 65.0 65.0 60.0 80.0 82-1/2" 65.0 65.0 80.0 65.0 85.0 Q,'O t: 73' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65,0 80.0 65.0 65.0 Q G N25-1/2" 65.0 65.0 80.0 80.0 7-15/16 37-3/8" 65.0 65.0 80.0 65.0 65.0 v 0w36' 65.0 65.0 80.0 80.0 82-1/2" 65.0 65.0 80.0 65.0 65.0Q 137-3/8"52-1/8' 650 65.0 600 80.0 54-3/4" 65.0 65.0 80.0 65.0 65.0 0-a N o 73" 65.0 65.0 80.0 80.077-15/161 7-15/16 49-5/8" - - - - 65.0 65.0 vKj In 25-1/2" 65.0 65.0 80.0 80.0 82-1/2' - - - - 65.0 65.0 Z m 36' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 J a N E o 49-5/8' 52-1/8" 65.0 65.0 80.0 80.0 7-15/16 62' - - - - 65.0 85.0 Q W W f 73' 65.0 65.0 80.0 80.0 82-1/2' 25-1/2" 65.0 65.0 80.0 80.0 - 36' 65.0 65.0 80.0 80.D 132' V 52-1/A" 65.0 85.0 80.0 80.0 73" 60.2 60.2 80.0 80.0 (1/3W) (2/3W) v h OO W n (1/2w) (1/2w) I 0 c I C OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH C 'XO OR OXO _r o n 3 Z OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH C 1° �o-n 'XO OR OX' O BUCK DIMS awq°� FIN FRAME >�- FIN FRAME ° o 91919 9 " a 0•• ••• • • • • • •• C w • • •• • • • • • 1\15111 IIIIY tr ES E21 • �►....... 00 000 00 0 06 No.76592 , E NOTE: GLASS CAPACITIES ON THIS SHEET ARE • ••• • ••• ••• • �; o Ea Ea • • • • • • • • • %®',. OF •!(7�� drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • AND FLORIDA BUILDING COMMISSION • • • • • •• P.." W1 1 0-1 S STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-2190 • •• • •• • • • • ��'i��/ �L E \`` • • ••• • • • It it 11111\7\ sheet 3 of 11 0:0 • • • • 0:0 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED �tl (XOX SIZES) (XOX SIZES) 8 5 complying with the Florida 0 Building Code o STD.MTG.RAIL H.D.MTG.RAIL STD.MTG.ILUL B.D. MTG.RAIL H.D.MTG.HAD, NOA-No. 17-0918.09 Z m J GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPESC F,xpiratlon Date 09/22/2020 0 r '' ' ' q < BUCK DIMS. w&'AY,'B'&'Bl' '8'&'Hl' BUCK DIMS. 'A'&'Al','B'&'Bl' 'H'&'el' C & C3W WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) Miami ad roduct Control 19 a `+Ci 0 73' 65.0 65.0 80.0 80.0 73' 65.0 650 60.0 80.0 65.0 65.0 0 W fOfV U 105-1/4 '25" 65.0 65.0 80.0 80.0 105-1/4' 25' 65.0 85.0 60.0 80.0 65.0 65.0 µN 110' 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 HOH..t 73" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 0 U UI n 105-1/4' 37-3/8" 65.D 65.0 80.0 80.0 105-1/4' 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 V D 'H 110" 65.0 fi5.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 65.0 65.0 a 20 K m °a DaaQopp 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 0 N m 105-1/4' 49-5/8" 65.0 65.0 60.0 80.0 105-1/4" 49-5/8' - - - - 65.0 65.0 110' 65.0 65.0 80.0 80.0 110" - - - - 65.0 65.0 Q m g n lyzn_g 73' 65.0 65.0 80.0 80j 73' 55.0 65.0 80.0 80.0 65.0 65.0 J �0 J 105-1/4" 62' 61.6 81.6 80.0 80 105-i/4" 62" - - - - 65.0 65.0 a W M f 110- 60.0 60.0 80.0 80 110" O N � C I _ v (1/2W) (I/4W) 0 0 n C 0�iy a OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 3 N I m 'XOX' XOX' Z o 3 0 _ "�- O BUCK DIALS w FIN FRAME `u FIN FRAME s •• ••• • • . . . •• d 0 - • • . .. No.70582 NOTE: GLASS CAPACITIES ON THIS SHEET ARE -• ••• • ••• ••• • a • • • • • • • • OF '�� drawing no. E4 ea BASED ON ASTM E1300-09 (3 SEC. GUSTSY� • • • • AND FLORIDA BUILDING COMMISSION • • • • • • •• ' y�Y•'' ..1D�'' C9�.`\ W O- H STD MTG. RAIL: H.D. MTG, RAIL: DECLARATORY STATEMENT OCA05-DEC-219••• • •• • 000 ••• �j�®I I I�1� `` sheet 3.lof 11 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/e"ANN. GLASS 1/8" HEAT STREN'D GLASS �v PRODUCT REVISED .075"Interlayer .075"Interlayer as complying with the Florida SaflexCP With PET re Saflex CP With PET Care Building Code o By 'Eastman Chemical By 'Eastman Chemical Co.' NOA-No. 17-0918"09 OR OR .090"Interlayer .090"Interlayer 1/8" HEAT STREN'D GLASS Expiration Data 09/22/2020 Z m Saflex Clear And Calor Glace Saflex Clear And Color Glasa By 'Eastman Chemical Co.' By'Enatman Chemical Co.' By Q f 2 a- OR OR -075"Interioyer Miami a roduet Control M 0. O .090"Interlayer .090"Interlayer Satlex CP With PET Core 0 N`- SentryGlas SeohyGlas By 'Eastman Chemical Co.' lL n By 'Kuraray America, Inc.' By Kuraray America, Inc.' OR I] OR OR .090" Interlayer 090"Interlayer 090"Interlayer Sentryclaa 0 8 N r Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' 0 p -, By 'Kuraray America, Inc.' By'Kuraray America, Inc.' o 1/8"ANN.GLASS 1/8" HEAT STREN'D GLASS 1/8"HEAT STREN-D GLASS 0 Cr&O H° N R C SILICONE SILICONE SILICONE K Z O z m GE 1200 Z GE 1200 i m GE 1200 'LL W y a rn DOW CORNING 899 m DOW CORNING 899 m DOW CORNING 899 FOE R M1 i_ DOW CORNING 995 \ MI , I_ DOW CORNING 995 MI , DOW CORNING 995 '/�z m 5 I' i ij I' FF1 — N x aa o 0 E ° ° c aEa W 9 w W. n kAT 1/4 POINTS ON LITES AT 1/4 POINTS ON UTES K M7 AT 1/4 POINTS ON LITES i G w M7 WIDER THAN 36' w M7 WIDER THAN 36" 41 WIDER THAN 36" a Q a UJ GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' 5/16"NOMINAL LAM.GLASS 5/16"NOMINAL LAM.GLASS 5/16"NOMINAL LAM.GLASS :En I-- N. N. GLASS 1/8"HEAT STREN'D GLASS ry 3 r n 075" Interlayer 075"Interloyer 'pn Saflex CP With PET Core Saflex CP With PET Cora Z v^a By'Eastman Chemical Co: By 'Eastman Chemical Co.' O OR OR O .090"Interlayer 090"Interlayer 1/8"HEAT STREN'D GLASS U O Saflex Clear And Color Glass Saflex Clear And Calor Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR .075'Interlayer 1/4"AIR SPACE .090" Interlayer 1/4'AIR SPACE .090"Interlayer 1/4"AIR SPACE Saflex CP With PET Care SentryCiao 1 SentryGlas BORas Etman Chemical Co.' ByKuraray America, Inc.' By 'Kuraray America, Inc.' i 1/8"ANN. GLASS OR OR .090"interlayer 090" Interlayer 1/B"HEAT SIREN-0 GLASS 090" Intedoyer 1/8"HEAT STREN'D GLASS SentryGlas : Trosifol PVB Trosifol PVB By'Kuraray America, Inc.' By'Kuraray America, Inc.' \ By'Kuraray America, Inc.' 1/8"ANN.GLASS 1/8' HEAT STREWD GLASS 1/8"HEAT STREN'D GLASS Y� a L� F m SILICONE Eu SILICONE SILICONE - • m GE 1200 i m GE 1200 i m GE 1200 m DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 I -- M1 DOW CORNING 995 MI :.ii DOW CORNING 995 N M1 .i DOW CORNING 995 b XL EDGE SPACER XL EDGE SPACER it •• •7(SL TOLE �'ACEfje •• C u li ! ST. STEEL BY 'CARDINAL' 4 !I!I ST. STEEL BY 'CARDINAL' II •T.�TEv.Bb'C DILL'• ` OR OR • • •, • 1\1111111lffA 9 / DURASEAL BY'DUANIX' a DURA.SEAL BY'QUANPX a • •DUVSEAi.B j Q E� • �xY1 /� r7i� o O / OR ° OR ° • •OR• • • • • Q•� .•...,� �, a FW E9 SUPER SPACER BY'QUANIX' W Eg SUPER SPACER BY 'QUANEX W Eg •• • • SyF R SPACER 'aIAN �,•'•VCBNSF •®,�' % F E \ W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES w M7 AT 1/4 POINTS ALL SIZES 70.582 GLASS TYPE 'Al' GLASS TYPE 'B 1' G�I,�AS�S1 'iYpli 'C1' • ••• ••• • •. . 0,70'OVERALL INSUL.LAM.GLASS 0.70"OVERALL INSUL. LAM. GLASS 0.70"�L INVL LAM.G:SS• : • • • %®• ((T` drawing no. ! (S.hLL) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • •• • •• • • • • EXTERIOR PLY OF GLASS TYPE 'A7', '81' & 'Cl' MUST BE TEMPERED. • • 000 • • • Ayf/11111 j111� sheet 4 of 11 I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ADICHORSFLANGE & FLANGE ADAPTOR FRAME y`V SEE ELEV. STRUCTURE ley FOR SPACING t1/ 1 WOOD BUCK TYPICAL ANCHORS .'•t .. SEE ELEV. `v _ ,Q a FOR SPACING 1-- r------------------�T Z y J EDGE DIST: ma I MIAMI-DADE COUNTY APPROVED I 0 g W z 0 ' I 1 MULLION & MULLION ANCHORS r CI H EDGE DIST. < m 0 �^ 11 SEE SEPARATE NOA I I f x N a \ \ 3 CI G = II II a d N o IST O \�^ 1 I EDGE DIST. I j 0O oN ------- --------==�J IN LL 0 G 1071 m P v h owa aozm E7 0d�� TYPICAL ANCHORS 0 TYPICAL ANCHORS SEE ELEV. �: m V1 0 N it'I SEE ELEV. FOR SPACING a Z.2 G FOR SPACING i! AND METALSTRU NOT BY CGI WDW. I ST SUSTAIN LOADS IMPOSED BY G G SYSTEM !I AND TRANSFER THEM TO THE BUILDING ST N y m I.II . ✓�\\\• 3 C I TYPICAL ANCHORS: SEE ELEV. FOR SPACING II \ 2-3/8' MIN. 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, FY-155 K INTO 28Y WOOD BUCKS OR WOOD STRUCTURES o 0 j r Iii \ 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMB p0 I i! THRU 1BY BUCKS INTO CONC. OR BLOCKS a o ! ^� ----- 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) g o x w a 1-i/4" MIN. EMBED INTO BLOCKS (JAMBS) d ai o w WHEN USED THE MIN.WOOD BUCK 3 N r1 O x DEPTH SHALL BE 231".THE USE OF D CTLY INTO CONCRETE OR BLOCKS o gyp., ji DEEPER OR L6vcI FD w000auCKs Is 1-1 MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) z� W p Hi m PERMITTED. 1-1/4 N. EMBED IN1TO BLOCKS (JAMBS) 3 I- E R+ o—0 DS j.ii W 4 S .; (GRADE 2 CRS) _¢J W it ij ISE{ fi INTO MIAMI-DADE CO Nib'-APPROVED MULLIO U ' ii ii W u OR I! INTO METAL STRUCTURES (HEAD/SILL/JAMBS) !i!i (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) W g PRODUCT REVISED STEEL: 1/8" THK. MIN. (FyMIN = 36 KSI MIN.) y as comPlying with the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o Pa o II i-i building Coda 1 E7 I NDA-No. 17-0918.09 TYPICAL EDGE DISTANCE -p I Expiration Date 09/22/2020 INTO CONCRETE AND MASONRY = 2-1/2' MIN. z i ey INTO WOOD STRUCTURE = 1' MIN. C91 I M9 I Miami-D a Product Control INTO METAL STRUCTURE - 3/4" MIN. W2 1 1 I LL WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. c v- Wt I I CONCRETE AT HEAD,SILL OR JAMBS f'c = 3000 PSI MIN. a o g o t I •• •• -9� HOLLOW FILLED BLOCK W3 CK AT JAMES f m - 2000 PSI MIN. WEEPHOLES: • • • • • • • • •O I O I W1 = 1/4" X 1-*2 WEEP46LOT" 4.1/ ° FIROW END WITH P"'*IC CttER • ••• • '�N�\`•1•,VD,G1E1 M. 1/8" 1/8" X 1/2•WEEF•SLOT AA1/i'•FRpM :AC40DW2 j,•r,,•p7;Vj��,i� om I a; W3 = 1/8" X 1/2' WEEP SLOT AT 3-1/8" FROM EACH END - TYPICAL ANCHORS N • ••• • ••• ••• • -� EDGE ISL•a ''° ° a z '-SEE ELEV. • • • • • • • • • drawing v no. TYPICAL ANCHORS n FOR SPACING ••• • • •• f • -1-`$ • s. ..IDP'• � � W10-181 v. 1BY SEE ELEV. • • •• • C '. `_) �. • W000 BUCK EDGE DIST- • • *00 •- ••• ••• FOR SPACING 0:0 • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE & FLANGE ADAPTOR FRAME �Q M O I 1/4'MAX. BUCK WIDTH 1/4"MAX. o SHIMS SHIMS Z m 0 j TYPICAL ANCHORS VENT W1DTH VENTMOTH FLANGE ADAPTOR FRAMEFE FOR SPAC�I G� O FO O 1/2"TYP. d "i O O N V O v Q µN1 1/2 x-rir O O U Nn - a�a� Dao< � 4" O� K B WOOD 2 ¢ y d _.._.. _.. R rc In m a ..-SCREENS OPTIONAL .._.. ----.. .._.. .._.._.._.._.._.._.._.. W000 STRUCTUft Q W �+ N 2 jZ�0f R i BY WOOD BUCKS Q�u of f XOX LAYOUT EXTERIOR TYPICAL ANCHORS O D.L. OPG. SEE ELEV. FOR SPACING MIAMI-DADS COUNTY APPROVED MULLION & MULLION ANCHORS O C W SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH F ALTERNATE E3 z O aC-J M p W SWEEP LOCK � f- l 1 OPTIONAL TO U/j r- � 1 SPRIYC LOCK g G rn to m O Z 30 -M II 0�.. I I L --! E2 O E4 ' TYPICAL ANCHORS SEE ELEV. FOR SPACING O w r 1/4"MAX. BUCK MOTH 1/4.WAX' o sl SHIM 1 SHIMS W W W VENT WIDTH 2 m i TYPICAL ANCHORS O O G TYPICAL ANCHORS 9`� SEE ELEV. 1 SEE ELEV. FOR SPACING 1 FOR SPACING v o INTALLATION DETAILS SHOWN ON PAGES 5 �,„,. m AND 5 APPLY TO BOTH FLANGE FRAME AND c u'm o 0 r '1' /4" FLANGE ADAPTOR FRAMES. 3as 000 0 0 CZ a o METAL - II _ •• •• •• • • • • •• STRUCTURE w L� II • • • • • • ••• • 9 3 _ vO i t scREENs ovnoNAL _.._.. - -.._.. _.:_._-_.:_. 1 -- PRODUCT REVISED 7 u as cold iying with the Florida a Es w IBY •Building Coda 17i1l18.09 i 3 • - i�- 9 a Es EXTERIOR o Woo��Ks �Osa-No. • • • _ tiles • • lxpirationOate09/x2/2020 • • • EOF 1y� drawing no. XO LAYOUT D.L.OPG. v • • • •- • • • • R10?'.'' 0�� `J�J10_18 • • S� ,"+< iii • • • • ��` • Miami.-Dad duc ontrol • • ��/�lll A�l�� (sheet 6 of 11 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS METAL SEE ELEV. STRUCTURE EQUAL LEG FRAME ��U o IBY FOR SPACING W000 BUCK TYPICAL ANCHORS . .'v. I .. SEE ELEV. m Fr________________-'1 0 r r FOR SPACING j MIAMI-DADE COUNTY APPROVED a C M3< a EDGE DIST: ANCHORS d °.• EE SEPARATE N A N OGE z � i� MULLION h MULLION ORS a N EDG DIST. S \ a N I EDGE \ m 3 \ GIST. I y •q�. Al z OG�m V o u m E3Y m a02. o JI N TYPICAL ANCHORS O 6 O a S TYPICAL ANCHORS SEE ELEV. Q d ty 3b . SEE ELEV. FOR SPACING 'h N p n FOR SPACING Q w D 6 1Lz�=O EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY (. INTO WOOD, CONCRETE OR METAL STRUCTURES - Q w F i. TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. o SEE ELEV. i FOR SPACING 2 3/8"MIN. y I/4•MAX- BUCK WIDTH jl SHIMS j a PRODUCT RODUCT REVISED � Bith the Florida E1 g A-N ?ga OL_ o 0 EaxspioamtipolnyiDnatwe 09/22/2020 9 oe,d w F Byp '_- ___ _ �` Mlaml-Da roduct Control s O N m _ r o Q'i m c—, III 2 00 M W WHEN USED THE MIN WOOD BUCK z C Z DEPTH SHALL BE 27§•.THE USE OF MIAMI-DADE COUNTY w T CEEPER OR BEVELED WOODBUCKS 5 APPROVED MULLION j °3 PERMmED, I h MULLION ANCHORS CD p a '" E6 SEE SEPARATE NOA U-:2 jl BUCK WIDTH BUCK WIDTH I I I 1YFICAL ANCHORS SEE ELEV. FOR SPACING V G 01 5 1 E7 II I 1 W2 M9 I I I N u n m o n W1 W3E2 0 • • • • • • • • • Y • • •• • • • • • • • • • • • ; • • • p;`,VcEN r•., , t •• ••• •• • • • •• ` i r da � 0592 -_ ,TYPICAL ANCHORS • ••• • ••• i •. �� O EDGE DISJ.•` ° ° \ d •\ze aI SEE ELEV. •• • • • • • • •R• OF FOR SPACING • • • • • • % RID, >° TYPICALAACHORs .a- I • • • •• • • • • • P''•.�� W10-18 w000 BUCK FOR SPACING EDGE DIST. 000 •• i• i•• i• 04,0 ••• 77s�0 I I I�LA`\ sheet 7 of 11 1 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f ILLUSTRATNE DTLS.ONLY STI GHORS EE ELEV. FIN FRAME Vied M EXT.OR INT. FINISHES FOR SPACING o NOT BY CGI i Z m m 3 El 1 1/z Pt PRODUCT REVISED s complying with the Florida H f Z a HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING Building Code Q a 6 O NOT BY cc NOA-No. 77-0978.09 G a Oli V L, 8 SMS (Fu=74 KSI MIN.) Expiration Date 09/22/2020 W AZ 2 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES By f 0 a m 1-1/2" MIN. PENETRATION INTO WOOD U—trol (Sol,1ti 13ACKBED E3 CAULKING0' i9 0 0.6 ZON II II 1 Q W�w Fn' 4!j z�g� JzM lI Q i O i Ii 11 � N MII � O J I'4 — S 9 ` 4 0 r� I I = 0 W u jj j Of WOOD STRUCTURE 1/4"MAX. BUCK WIDTH 1/4"MAX• �.I .D NOT BY CGI , GAP C O0 N 1/2" MM. 1/2`MIN. N O S ;O M M III ' d �Z, n W O C Z m E2 o E. W i it 2 U-: BAULKED or O CAULKING � F • II E7 _.._._sCRTNs 1 11 1 u o o p g W2 Ms Es HOUSE WRAP 77NOT BY CGI w v W1 EXTERIORm o Et I 1 •• ••• • • .� �o E2 BAULKED 04,• •• ••• • • ••• •• \``\\\1®11 !17 7 0 B2 • • • • • • • • • $�1�' ':, d CAULKING •• ••• •• • • • •• � '.'•Or r 1 HOUSE WRAP 7 o NOT BY CGI 1 1/2' z i • ••• 0 v- • • • • • • •• • • TEOF • • • • • • • • • a:1DP''�0�� W10-18 TYPICAL ANCHORS ••• •• • •• • • • • i,°S°eS® (�� SEE ELEV. • ••• • ",,it �` FOR SPACING • • 7YY1/iIML\ sheet $ of 11 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f ITE.N PART# QUANTITY DESCRIPTION MATRRIAL MA"./SUPPLIER/REMARKS U � E1 CCI-100 - FRAME JAMB•FIXED GLASS 6063-T6 CCI EXTRUDER PRODUCT REVISEDas com Iyln with the Florida o E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER Building Code E3 CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER NOA-No. '17-0918.09 E4 CGI-103 - MEETING RAIL 8063-T6 CGI EXTRUDER Expiration Date 09/22/2020 H E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER Q f r E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER By 0,' v E O E7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER Miami-Datley duct Control O W N�.� U ( N EB CGI-107 - 5/16'GLAZING BEAD SO6J-T5 CGI EXTRUDER a 0 E5 CGI-108 - 0.700'GLAZING BEAD 6063-T5 CGI EXTRUDER C H y u E10 CGI-109 - FRONT RANGE ADAPTOR 6063-T6 CGI EXTRUDER 7 Ell CGI-110 - ML FIN ADAPTOR 6063-T6 CGI EXTRUDER Q'C a M S E12 CGI-135 - TF FRAME JAMB o FIXED CLASS 6063-T6 CGI EXTRUDER C a a O ~ d E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER y y O m E14 CGI-139 - TF FRAME JAMB 6083-T6 CG7 EXTRUDER E15 CGI-140 - V MUNTIN 6063-T5 CCI EXTRUDER E16 CGI-147 - I 2.5'MUWON 6063-T6 CGI EXTRUDER J U m E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER Q W T f r E18 CGI-114 - SILL SNAP IN 6063-76 CGI EXTRUDER E19 CCI-115 - SILL FILLER 6063-76 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6C63-T6 CGI EXTRUDER Lj E21 CGI-117 - HD LOCK RAL 6063-T6 CGI EXTRUDER C :� E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER g E23 CGI-109 - FRONT FIANCE ADAPTOR 6063-T6 CGI EXTRUDER y M1 CGI-382V - GLAZING BULB VINYL(DUROMEIER 75-80 SHORE A) FVC - M2 CGI-111 - SCREW COVER(OPTKINAL) PVC - rn M3 CGI-112 3'• ANCHORS EQUAL LEG COVER/SHIM PVC - O N M4 0.700'X 0.040"BEAD GE1200 SILICONE SILICONE GE y N n M M5 - 0.700'%0.040"BEAD DOW 995 SILICONE DOW O M M6 - 0.700'X 0.040"BEAD DOW 899 SILICONE DOW C Z 4 M7 - 2/LTTE SETING BLOCK EPDM DUROMETER 8015 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. M9 684 - ROLLER TRACK PVC - i U U M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - O M11 W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EOUN. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH WWDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTLIFT BLOCK NYLON M&M j M15 - OPTIONAL RETICULATED FOAM 30 PPI M16 CCI-134 - JAMB SPACER PVC PROTOTYPE OR EOUN. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. M15 CGI-132 2PER WD, 2" SASH STOP PVC PROTOTYPE M19 CGI-111 • FR. HEAD SCREW COVER PVC PROTOTYPE M20 CGI-125 2PER SASH SASH CAM(B/T BALANCE) NYLON M&M j M22 VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EOUIV c v o 4 0- S2 - 2 OR 3 PER CORNER /10 X 1 1/4-LG.PHIL PH.SMS. ST/ST.ASSEMBLY SCREW - - •• 000 • • • • • •• W u s S3 - 1 1/4'EMBED. ,8 X 1 1/2'LG.PHIL PH. SMS. FIN ANCHOR SCREW - - • ••• rt /11/1111 UiLZ 0 S4 - 4 PER W0. 8 X 1/2'PH. SMS.ST/ST BALANCE BRACKET SCREW - - • •• • • • • ••• • \`111 ® �� 7j�4 • • • • • • • • • �'�"•" �� •o 55 2 PER WD. 8 X t'LG.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - - • ••• •• • • • •• ,� VGENs�c•'. o Sfi - #6 X 1/2'LG. FH.SMS. 0 CGI-133 &CAM LOCK - - SB - 4•M-RAL 10 X 4-LG. PHL.PH. SMS. ST/ST.ASSEMBLY MEETING RAL - - _ .7 s, S9 - 2 PER ANTLIF'7 1) 10 X 5/8'LG. PHIL. PH.SMS. ST/ST.ANTIUFT SCREW ••• •:• • ••• ,•,� U��•': X50 �- O • • • • • • • • • S EOF �� dfawing no. • • • • .r • • • �' '��: [W10-181 ••• •• �•• •• ••• ••• Ai�i1��1 sheet 9 of11 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 r-2.440- 2.440 2.113- .490 -+{ .065 .120I r li V 1.015 o r050 TYR .705 050 TW. 2 1.550 1.680 .101 1.301 065 1.601 .065 1.307 --I .864 F-- --I .864 f-- F ZW m 1 2.846 1.220 LNP. 2.348 NP. 1,007 05o E" 5/16' GLAZING BEAD E9 .700" GLAZING BEAD 0 N`m .065 1.395 d�N 1.155 1.155 NP. O II1.449 0 F 1.015 F- 1.015 1.368 .745 E11 NAIL FIN ADAPTER F1.37 �I =y n E13 E3 E4 .� '180 J3 V O Z o O FLANGE FRAME HEAD O FLUSH FRAME HEAD MEETING RAIL 1.496 ,o5of .060 Q a o o .of 17 1.015 r 1.015 1.788 065 1.413 0 to H O a 065 Q uWj U� e 1.140 1.140 ' M3 M2 90 0-� 2.264 O FLUSH FRAME COVER O SCREW COVER J O - 1265 Q W N r2 1= t.o1s 1.22o L - o .oao 065 ' .iii `V 4.430 NP. 3.930 .065 U m 1Ty", 2'5H53'1852.885 1.043 3 = n E5 LOCK RAIL c19 SILL FILLER g vi 0 1.786 w 450 c C I O MC4 o I-2.440 2.444 .553 0 .050 % A J� 2.710 N E22 FLANGE FRAME SILL O FLUSH FRAME SILL .0 ,5 c; o -OO 3 M 1.01I15TYR. try-.r-1411.1.220 C Z 2.737 2.737 J� E27 FLANGE ADAPTOR 5; .065 _L .065 1.043 Om U"�E TYp. TYP• E21 ALT. LOCK RAIL 2.505 2.813 2.505 2.613 -1,1112- .065 892 L I ki0 085 NP. PRODUCT REVISED o �r� 2.195 as compiying with the FloridaBuildin y j 1.000 .991 .500 .991 NDA-No.CCode 17-0978.09 7.277 2.737 1,015 Expiration Date /22/2020 Ego v$g m E14 FLANGE FRAME JAMB (MOVING) FLUSH FRAME JAMB (MOVING) BY ! 1.043 MIam�Dad roduct Control c v o= 0 .811 � -y .811 4� E6 •• ••• • • • • • •• HANDLE RAIL • f • • 0 1.025 - •• •• ••• • • ••• •• 11®1 f '2j7ij • • • • • • • ��' 'i i •� 2.505 .065 TYP. 250.5 .065 TIP. •• ••• •• ••• • • •• � ,�•11GfN ® � i 1.015 1.015T7 1.395 .065 - • ••• • ••• �.•�.. •-••'S :• `�� t.0o0 .50z450 • • • • ^"'�•"' 4, 7EOF ly1 drawing no. 74s s -I tots i - ••• i• • •• • • • • • '� SDP•''� W 10-18 • • •s• i• ••• ••• 7i®A9AL� E72 FLANGE FRAME JAMB (FIXED) E7 FLUSH FRAME JAMB (FIXED) E7 SASH RAIL h/1111111711 sheet 10 of 11 i; • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED 52 as complying with the Florida of Building Code o / NOA-No. 17-0918.09 z m j Expiration Date 09/22/2020 0 a / ey . Mfaa foduct Control 9a 6 p Cod i O vym O� °iw o'�am o Oao< � oyNoz d Q MjJi lyZm_o m w Q wm5 � O FRAME TOP CORNER S � c L VENT TOP/BOTTOM CORNERS 0 o 52 � 0 w c o�cvo M O� n / � O i r6 33?3F3 v p _ I FRAME BOTTO^l.URNER• • • • • • • • ` ...O••••••1� i .B 70592 y • • • • • • r�• w':+' %�®.•. s Of •!�k\� drawing no. • • • • • •:'•" • • '• IDP.•'• \��` FIXED MTG, RAIL CORNER • • ••• ! • • rri��ill�11�55� sheet 11 of 11 f ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I•DADE MIAMI-DADE COUNTY fra 1111M PRODUCT CONTROL,SECTION DEI!AILTMEIVT OF REGI7LA I-0 AND E OMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMWISTRATI DIMS N T(786)315-2590 F(786)3I5-2599 NOTICE OF ACCEPT N A) www.miamidade.eov/economy CGI Windows and Doors,Inc. . . ...... 10100 NW 25`4 Street • Miami,FL 33172 . SCOPE: •••••• • • issued under thea applicable rules and regulations ovemin 'th@ se of Vtructio;••*' PP � g S •li :QQ>�.• materials. The documentation submitted has been reviewed and accepted by Mia�rSi Dade Cbunty RER ..... Product Control Section to be used in Miami Dade County and other areas where a�l�owed by t}le Ai thoritl••••• .. .. .. .. ...... Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Da(le CO*ty PrQduct Control •. Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade#County) rest"d the rigI4 • •• to have this product or material tested for quality assurance purposes. If this product or material fails t�'•••; perform in the accepted manner, the manufacturer will incur the expense of such testing and Tko OAAJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building rode,ine4w i Pligh—Veloci - urricane Zone. DESCRIPTION: Series"Sentinel 11Q" Aluminum Single Hung Window—L.M.I. DOCUMENT: Drawing No. W10-03, tt e "S�ries—Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, 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 and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0512.10 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-1018.08 waMIAMI-DADE COUNTY Expiration Date: September 22,2020 dApproval Date: December 21,2017 Page I i CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's •••• A. DRAWINGS 0000.. 1. Manufacturer's die drawings and sections. 000••0.. ;••00•• . 0000.0 (Submitted under NDA No.10-05I0.II) • 0000. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. .M.I./S.1Vi.I.}", sheets 1 through 9 of 9, dated 02/02/10,with revision C dated 041Qn 5,p4jilftttl by ••••• Al-Farooq Corporation, signed and sealed by Javad Ahmad, P 4�.;••; • 000'0.• 00 00 .0 00 00000 B. TESTS 0••••• • . 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC T45"-94 ••••�• 2) Large Missile Impact Test per FBC,TAS 21Q-94; 0.0 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 • 0000. •,• • along with marked-up drawings and installation diagram of a series 7500 PVC 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 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 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 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®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 FSC 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) Manue P ez, -E. Product Control xa finer NOA No. 1 - 018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS *090 1. Anchor verification calculations and structural analysis, compllingwith FBGSt' • Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporatibn,;ignee%nel• •' ...... . .. ....:. sealed by Javad Ahmad, P.E. • (Submitted under NOA No.14-0915.06) %.•• 2. Glazing complies with ASTM E1300-09 '••••' :"'•• D. QUALITY ASSURANCE •• •. 00 1. Miami-Dade Department of Regulatory and Economic ResourldI' R). .' E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.fa?lk6k 0 • "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-091610 issued to Kuraray America,Inc. for their "ButaciteS 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 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition(2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted underprevious NOA No.14-0915.06) 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. Mance er ,P.E. Product Contof aminer NOA N . 17-1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 0•0 000000 1. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. WM. O'.M.LtSa'V�j.)", •0 sheets 1 through 9 of 9, dated 02/02/10,with revision D dated J�,W 17,prepared by 000-0- 0 0 • Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E..6 9 :0906: • .0009. 0000 . 0000. B. TESTS 60:96: • 0000. 1. None •• •• 00.00 . .0 0000.. • C. CALCULATIONS 6 0000. .0 1. Anchor verification calculations and structural analysis, compl3 ing�with FSC 6th ;0 0 0 0 Edition (2017), dated 09/29/17,prepared by AI-Farooq Corporationosignad 1. 0 sealed by Javad Ahmad, P.E. 00 0 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 "SentryGlasOO (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB GIass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 511 Edition (2014),with FBC 61h Edition (2017),and of no financial interest,dated September 14,2017,issued by Al- Farooq Corporation,signed and sealed by Javad Ahmad;P.E. G. 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows&Doors for their Series"Sentinel 110"Aluminum Single Hung Window-L.M.I., approved on 08/06/15 and expiring on 09/22/20. ManuelPer-ell-P.E. Product Contr E miner NOA No. -1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-3 53 1/6" 52 1/6' 52 1/0' r' ` FLANGE WIDTH BUCK WIDTH BUCK WIDTH n o 47 7/16' 47 7/16- 47 7/16' o D.LO. (FIX. UTE) F E MUNTINS D.LO. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) Z n J 20 9/16' (SURFACE APPLIED) 20 9 16" (SURFACE APPLIED) y m 6'MAX. MAX. #X` OPT! NAL 5 1/2" MAX. / ## OPTIONAL 20 9/16' Q y Ip MAX. 5 1/2"MAX. MAX HEAD/SILL A HEAD/SILL HEAD/SILL A7 HEAD/SILL HEAD/SILL HEAD/SILL Q f Z N CORNERS 4 CORNERS 6 CORNERS C 0`9 o 0 J Ieq CN II II II II II II Q V y M D II II II II II II v 5 it ii II II //,�0, II__ /V O --___ $I'----- 2x zu Grc<Q8 n B II / II o O M J 61 ii / II o 0 n ; D2 II / II o C� Q N N p N _ 4 li ii 0 6 li ii 0 7 B II II mrL o 7 II II U w o s w w I 902 ^ [�m I II M Z M O -----ll-- 11----- h M O -----IT II II I J II II rn n tc o I� II II 3 m M � M 4 ii ii � 61 ii `r' 3 rn n O N Q W 47 7/16" = 47 7/16" mw FALSE MUNTINS 47 7/16' m� D.L.O. (VENT) �o D.LO. ENTN (SURFACE APPLIED) / i In v ) \ OPTIONAL D.LO. (VENT) \ p O 2 N o o r 50 1/4' 50 1/4" 50 1/4- In � In ,n VENT WIDTH VENT WIDTH VENT WI/DTH to~ FLANGE & NGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME C Z N SERIES SENTINEL 110 ALUM SINGLE HUNG WINDOW N o DESIGN LOAD RATINGS FOR THESE WINDOWS TO B TYPICAL ELEVATION a a w CHARTS SHOWN ON SHEET 2. N U O APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS *�cg = „ IN BETWEEN. CENTER ANCHOR REQUIRED WHEN M e o LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL SPACING EXCEEDS 20 9/16" WILL APPLY TO ENTIRE SYSTEM. _€ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDD10N)/2017 (6TH EDITION)FLORIDA LINSULATING ATED GLASS BUILDING,CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). LAM• GLASS•1 BY OR 2BY WOOD BUCKS& BUCK FASTENERS BY OTHERS, MUST BE ••• ••• • • jVSISSLE IMPACTo '� o' �'DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS I TO THE BUILDING STRUCTURE. - • • • S$L� IMPACT ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS • •• c AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE •• • : : : *00 11MI11111I///I/ O MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• ••• •• • • ��` /�� o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. (^_ -t �10EPTSF ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMTTED TO STEEL/METAL SCREWS,THAT = N •70592 ;� S COME-INTO CONTACT-WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 0'lROD**f*EvjSpD• •• u - REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. • a#> pl"tvl • _ ildin Cuh • �` o' e i THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION • 8 5 � ,• • v` U FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT,ADEQUACY ••Pq p B• ®' ATQOF a drawing no. OF STRUCNRE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR • Pira +0 OR10p••.• �� WATER INFILTRATION RESISTANCE ETC. • s ••••..- Cj®� Wl 0-03 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL Miami nde Praiuct //IAA��III�� sheet 1 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS p DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PEP FLANGE DIMS. BUCK DIMS. jGL&SS TYPES'A'&'A1'GLASS TYPES'B'B'B1' FLANGE DIMS. I BUCK DIMS. MAX.TOP LTE GLASS TYPES'A'A:'A1'GLASS TYPES'B'k'Bl' O M O WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EM.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIM. EM.(+) TNT.(-) EM.(+) 1NT.(-) 19-1/8' 18-1/8" 0 75.0 75.0 80.0 85.0 53-1/8" 76" 52-1/8' 75" 36-1/4" 75.0 75.0 80.0 65.0 Z F h m 28-1/2" 25-1/2" 75.0 75.0 80.0 85.0 49' 79" 48" 78" 39-1/4" 75.0 75.0 80.0 85.0 Z n 37" 28' 18" 25' 75.0 75.0 80.0 85.0 28-1/225-1/2' 70-5/8' 75.0 75.0 80.0 85.0 f L pY DIL 49" 48" 75.0 75.0 80.0 85.0 1 31' 30' 63-5/B" 75.0 75.0 80.0 85.0 G S V b p 0 0 0 U 52-1/8' 75.0 75.0 80.0 85.0 13' &5" 32' 84" 60" 75.0 75.0 80.0 85.0 �_ Q W N M 19-1/e" 18-1/8' 75.0 75.0 80.0 85.0 37' 38' 53-1/2' 75.0 75.0 60.0 85.0 p IL�W 26- 25-1/2' 75.0 75.0 80.0 85.0 43' 42' 45-1/4" 75.0 75.0 80.0 85.0 O~ LL 37' 38-3/8" 38' 37-3/6' 75.0 75.0 80.0 85.0 up C y r 48' 75.0 .0 80.0 85.0 p p= �y0 O p� o 53-1/8" 52-1/8" 75.0 75.0 80.0 85.D w V C 0: i9-1/' 18-1�8' 75.0 75.0 80.0 85.0 WIDTH m C pp 28-1 2" 25-1 2' 75.0 75.0 80.0 85.0 1dd 37" 50-5/8" It 36" 49-5/8" 75.0 75.0 80.0 85.0 it Q W j 9 Q 49' 48" 75.0 75.0 80.0 65.0 1 AM�=M 53-1/8" 52-1/8' 75.0 75.0 8D.0 85.0 J 0 61 Q J 19-1/8" 18-i/8' 75.0 75.0 80.0 85.0 a W m f r 28-1/2" 25-1/2* 75.0 75.0 80.0 85.0 37' 63" 36' 62' 75.0 75.0 80.0 85.0 49' 48" 75.0 75.0 80.0 85.0 75 ls 53-1/e' 52-1/8' 73.0 75.0 80.0 85.0 19-1/8' 18-1/8 75.0 75.0 80.0 85.0 26-1/2' 25-1/2" 75.0 75.0 80.0 85.0 p C n _ R 37' 76' 148. QUAL LIT 75' 75.0 75.0 80.0 85.0 UNEQUAL (ORIEL TYPE) o 49' ' 75.0 75.0 80.0 85.0 3 N n L 53-1/8" 52-1/8' 75.0 75.0 80.0 85.0 p0 S 19-1 /8' 18-1/8' 75.0 75.0 80.0 85.0 N O 28-1/2' 25-1/2• 75.0 75.0 80.0 85.0 37' 365-' 94' 75.0 75.0 80.0 85.0 N 46-1/2" 41/2' 75.0 75.0 60.0 85.0 1d"TYP. BUCK DIMS )¢"NP. p O=N o w O JM M WIDTH E-Z E2.. FLANGE FRAME vW 3 o h FLANGE DIMS �i BUCK DIMS O x EQUAL LEG FRAME w o BUCK DIMS EQUAL LITES •• ••• • • • • • •• FIN FRAME • • •• • • • • • ` u • •• • • • • ••• y1I11Il IpY � 00 • • • • • • • ``�5Y ® .AFO ��. BUCK DIMS ''•' JG�SF '•� S' I � •_NP..QIyJ C ttEvlSFAp� = .7 NOTE: • •ns cur ypne wi• GLASS CAPACITIES ON THIS SHEET ARE • • uila�gCoC • -� • j p'_ FLANGE ADAPTOR FRAME • AcceO �ancet� I OLS. <!/� BASED ON ASTM E1300-09 (3 SEC. GUSTS) • •L,>ptryryy Hatt ATcOF (�� drawing no. AND FLORIDA BUILDING COMMISSION _ FuwcE DIMS • •� �� „OTiLOT.•'�a�� W10_03 DECLARATORY STATEMENT DCA05-DEC-219 By / t' Miami ade QTOBIICI 7Y7j®�}{�L 113AX p pIII11 sheet 2 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8"ANN. GLASS 1/8' HEAT STREWD GLASS n .075" Interlayer .075' Interlayer o Saflex CP With PET Core Saflex CP With PET Core o By 'Eastman Chemical Co: By 'Eastman Chemical Co.' �• ; 00 OR OR z h .090' Interlayer 090' Intenayer C- q w z Saflex Clear And Color Glass Saflex Clear And Color Glass t2 N 4 By'Eastman Chemical Co.' By 'Eastman Chemical Co.' f OR OR 4 0 a 0 .090' Interlayer .090' Interlayer 0 w n`� SenlryGlas SentryGlas Ny1 By OR Kuraroy America, Inc.' BByR'Kuraray America, Inc.' 4 CF C 090" Interlayer 090"'Interlayer C7 U� Trosifol PVB Trosifol PVB v Iu m By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' d tq Ru 1/8'ANN, GLASS + 1/8" HEAT STREN-D GLASS O m m0 m GE 010200 g GE 070200 Q W N o '1 Al .l iI DOW CORNING 899 M7 _1 it DOW CORNING 899 ii DOW CORNING 995 ii it DOW CORNING 995 Q m S Iii yr O 0 x 0 0 W EB E8 vi E(. e k AT 1/4 POINTS ON UTES AT 1/4 POINTS ON L1TES U W M4 WIDER THAN 36' W M4 WIDER THAN 36" GLASS TYPE 'A' GLASS TYPE 'H' o 5/16'OVERALL LAM. GLASS 5/16"OVERALL LAM.GLASS _ 3 L.M.I & S.WL) N 00 p w W 1/8"HEAT STREN'D GLASS :2 N 075"Interlayer .075" Interlayer o O ^ o Saflex CP With PET Core Saflex CP With PLT Core N N rt 'No By 'Eastman Chemical Co: By 'Eastman Chemical Co.' 3 I OR OR Z 0 090' Interlayer 090' Interlayer z 'O Z Saflex Clear And Color Glass Saflex Clear And Color Glass N �` By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' o OR OR w 1/4"AR SPACE .090" Interlayer 7/4"AIR SPACE 090" Interlayer g U O SentryGlas SentryGlas vt 1/8"ANN. GLASS BByR'Kuraray America, Inc: BR'Kuromy America, Inc.'O O .090" Interlayer 1/8" HEAT STREN'D GLASS 090" Interlayer Trosifol PVB Trosifol PVB ' c By'Kuraray America, Inc.' By 'Kuraray America, Inc.' c D o 1/8'ANN. GLASS 1/8" HEAT STREN'D GLASS N 6 S SILICONE � � SILICONE u� GE 1200 GE 1200 DOW CORNING 899 DOW CORNING B99 M1 DOW CORN NO 995 \cs M1 'i 'i[ DOW CORN NG 995 PRODUCTREVISHIDa _ a y n as cereplyingwIth ft FkAft o D m o ,I XL EDGE SPACER _I_I XL EDGE SPACER [�iMing•]•d• • • •• Ii II ST. STEEL BY'CARDINAL' �� iI iI ST. STEEL BY'CARDINAL' •Acccptmce Ilb G • • • u D< m C OR OR •!?xpim[ion DJe • • • p DURASEAL BY'QUANEX' DURASEAL BY'QUANEX' • • ••• tV11111111" W E9 SUPER SPACER BY'QUANEX' W E9 SUPER SPACER BY'QUANIX'R OR 3-• •• :` Vh�I�®- o a a • iz,a •roduc }"". i ,l JG�� W M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES I r f t1!4� 0.7 GLASS TYPE 'Al' GLASS TYPE TV • ••• • ••• - • a7 _ o 0.70'OVERALL INSUL LAM. GLASS 0.70'OVERALL INSUL. LAM. GLASS 0 • : t • 0 (L.M.I ONLY) • • • • • ®�, TF ly�� drawing no. IN ORDER TO QUAUFY FOR P Y OF CLASS 7YPEMAAt'Mh '131'( W10-03 MISSILE MUST BE TEMPERED. • • ••• • i'''Si/® '� \`�� //nn1111 sheet 3 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS y.V SEE ELEV. FLANGE & FLANGE ADAPTOR FRAME 151' FOR SPACING o WOOD BUCK METAL STRUCTURE o �,4< e d e deEDGF<.DIST. TYPICAL ANCHORS Z m I` F ..•..... ....'` .,,..,`..• a:.:?., d e SEE ELEV. . ____ ________ ______ _i�I lI FOR SPACING MIAMI_DADA COUNTY APPROVED MUION k MULLION F0 fOJ ycEDGE DIST. SEE SEPARATE NOAo gZ 0Wrc 'EDGE DIST. al CL I`-—__ __ ______JJ a• LL II!I IIII M2 .t N O p Q S TYPICAL ANCHORS TYPICAL ANCHORS SS \—SEE SLAV. SEE itSPACING fJl H it FOR SPACING FOR SPAC SPACING Z O ul Z, N_ I.i M9 p f o WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q w m f o z 3/ N_-{ MUST SUST COSZFIP95 BY GLAZING SYSTEM 0 AND SEERTHEM TO THE BU G STRUCTURE. ^ I � — � I ' f ii M TYPICAL ANCHORS: SEE ELEV. FOR SPACI SWEEP LOCK III OPTIONAL TO 2 3/8' MIN. -� 1/4' DIA, TAPCON BY 'ITW' (F-125 KSI, Fy-10D KSI J ti n EB 1 EGRESS LOCK 1/4' DIA. ULTRACON BY 'ELCO' (1-177 KSI, Fy-155 KSI) AT SILL INTO 2BY WOOD BUCKS OR WOOD STRUCTURES v g 3 n C 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) _ THRU 1BY BUCKS INTO CONC. OR BLOCKS p w ai 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) N Ea 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) c WHEN USED THE MIN. WOOD BUCK o 0=N o P'. iii DEPTH SHALL BE 2%". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS DEEPER OR BEVELED WOODBUCKS IS 11/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 w I yE{ PERMITTED. MIN. EMBED INTO BLOCKS (JAMBS). F -a 3 cZ W w I I I (GRADE 2 m 3 0 0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR Up4J INTO METAL STRUCTURES (HEAD/SILL/JAMBS) N U (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE o la ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) b STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) c w (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o g r o TYPICAL EDGE DISTANCE a S4 INTO CONCRETE AND MASONRY = 2" MIN. S o 23 INTO WOOD STRUCTURE = 1" MIN. E6 1 = INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. a 9 0 M9 . CONCRETE"H",•SIU*OI;JAMT*9 f'c r X00 PUL MIN. C-90 HALLOW/FILLES BIDCN AT•JANBS�'m rPSI MIN. w o m o 0 • • •• • • O 2 I .,. • • • o C PRODU(-)'@EV1SE om¢iyingythtl • • • • • ••• 1�11111T1TT, o le IT�ida• • • • • ��` q�p�''�� 14— 0 ncceptanco No -/Vl�l. � '@!�UGEN� V � o •n A-Ir 2EDGE DISI. v e . TYPICAL ANCHORS ' '.i • • i � TYPICAL ANCHORS SEE ELEV. • • • • • • ATCOF !(/ drawing no. v. FOR SPACING • • •• SEE ELEV. „ • •• OFWP' ZZ WOOD BUCK FOR SPACING • • ••• • 'iY r ��C9\�� W1 O-OJ ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4•MAX. BUCK WIDTH ,/4•MAX. FLANGE & FLANGE ADAPTOR FRAME SHIM SHIMS �V to TYPICAL ANCHORS TYPICAL ANCHORS FOR SPASEE CE NG 1 2 56 S5 SEE ELEV. FOR SPACING f•W Z n o Ms FLANGE ADAPTOR FRAME �oo�M IL ETAL STRUM E r4 — 1 1%4' V G of D .._.._.._.:___.._..___.._.._.._.. ..___.._.._._.._.._.._.._._.._.. _ ap w QdbL d�pp A Q W j O N I BY O N o EXTERIOR o WOOD BUCKS (Z-7 m Q ' D.L OPG. w OOi f a Q uj N H � 1/4•MAX. BUCK WIDTH 1/4• MAX. I SHIMS SHIMS W ! j O •' TYPICAL ANCHORSw O ! p SEE ELEV. TYPICAL ANCHORS I 3 N n FOR SPACING SEE ELEV. j O a v FOR SPACING i N O v C N a 1 1/4 C 0 r DO eu z a 3 WOOD STRUCTUR E2 N 3 p 1BY a C7 p Q WOOD BUCKS 1 U � O MIAMI–DADE COUNTY 10 APPROVED MULLION o o &MULLION ANCHORS 1/2"TYP. SEE SEPARATE NOA ei A BUCK WIDTH BUCK WIDTH INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. A plyi RENS • • • • • •09 < m I I �c�mAlYinB+kiIihttb��• • o 0 0 AZ t I1n No.70592 - • : •-...: dry•%;s • z m v wz • • • • • �� AI;OF lV�: drawing no, X14 X 1•FH.SMS. ••• :• :•• �• �P. W10-03 sheet 5 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL RS METAL EEEEQUAL LEG FRAME y.0 STRUCTURE n 1 H1' FOR SPACING 1111�� WOOD BUCK Y qty o1 . .:* TYPICAL ANCHORS F_____________________ o '•a .a SEE ELEV. m 3 m r___________________� FOR SPACING o IY I u� "EDGF<.DISI.-� � I MIAMI-DARE COUNTY APPROVED .a c.' • d° o I I MULLION& MULLION ANCHORS n Z GE DIST. 3 0 EDGE y �I SEE SEPARATE NOA I . ; EDGE DIST. 0 `I Gj o W t ill! � � Va�tif� i! TYPICAL ANCHORS TYPICAL ANCHORS O'. ro o :I M2 SEE ELEV. SEE ELEV. O IL 0 Q SS FOR SPACING FOR SPACING O 0�S TYPICAL ANCHORS MIAMI-DADE COUNTY �'C 2 FOR SPACING APPROVED MULLION Q W o U. w & MULLION ANCHORS LL 2 W- m M t 4" MA% SEE SEPARATE NOA ,�O tp Q w / BUCK WIDTH BUCK WIDTH Q Z n> r SHIMS BUCK WIDTH W pt d ii ii D 1 � Fr---i� m III SWEEP LOCK 1 1/4' n OPTIONAL TO EGRESS LOCKI C Ee 1 AT SILL - - - - - -- - - IF 3 a a I I L v i O rn O E4 0 0 °� _' x 0 0 2 N o N E3 EB #14 X7" FH. SMS. w 30 Z E� v 30—$ c�oaw N EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY w U !l ii INTO WOOD, CONCRETE OR METAL STRUCTURES c o WITHOUT THE NEED OF AWOOD BUCK. t gis c`� II o o o 2 3/8" MIN. b q ~ II�I - U B F Sa 23 2 3/,8 MIN' _ e a a za: TY PICAL ANCHORS I a .. •1 '�••i = • • S ELE][. c o $ $ (Mg) +•RODUCC SL�V13'dD •� • • • • F R S� 'RG f c< a t BuQdildiDg Cods inl h the Fksi3 • • • • 0 iug �W• •• • • • 64�3 Ac pmnuExpiration l} �• • •...`GEk3 •ii�4 iri jA,de:PrductWHEN USED THE MIN. WOOD BUCKDEPTH SHALL BE 2%". THE USE OF •EDGE Df TiPICAL Ari6Hola DEEPER OR BEVELED WOODBUCKS IS • • • • r' o SEE ELEV. PERMITTED. • • •• • •• • AOFdrawing no. BY FOR SPACING • � 1 1o-oJ• ••• • s` 1'1 JWOOD BUCK y�� ®�A1 �� sheet 6 of g f I i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS ILLUSIRATILLUSTRATIVE DTLS. ONLY SEE dam' FIN FRAME E .OR INT.FINISHES FOR SPACING I!! p NOT BY CGI Ell ro 1 1/2" HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING NOT BY CGI O U #8 SMS (GRADE 2 CRS) a W 42 E1 INTO 28Y WOOD SUCKS OR WOOD STRUCTURES Ee --- Kem 1-1/2" MIN. PENETRATION INTO WOOD �wa i. CAULKING p� a1�mo Q I I O d 0 O t`Qi o it M9 p p b zrg � J Qwrnf �' � O ill mg SWEEP LOCK li 1 OPTIONAL TO EB EGRESS LOCK C ,a AT SILL — a 3 � O NOT O BY GIICTURE 1/4' MAX. BUCK HEIGHT 1% MAX. = Q W GAP v OE4 1/2"MIN. 1/2'MIN. ¢ (~n i o pYNo Ijv N N M e F p 10 r, w D2 E; O N 30 o:�- El BACKBED W U o CAULKING rn r- C, F I' I' — — I w " 2 if Et o �- tn 77 S4 'Mg, 1 HOUSE WRAP E6 NOT BY CGI r i Ea EB EXTERIOR aahgo Mg _ D.L OPG. ••• ••• • • • • • •• o 8 2 I 14 •,•<tOD11CT•1EV1SBW • • • • Q .< m o 0 BACKBED It c—plyok0muom • ••• V 1 I I I 11111j O CAULKING •`n}lein$CC& 0 • • • : �X D A�®-/''�� o i�` s7 pO E2 eitian D. �• vGEN81A, `� •e I HOUSE WRAPNo. 2 m NOT BY CGI1•xi+ de Pea uecCunti`tFll _ – 00 ••• ••'I • •�(jf ATOP QU�� drawing no. E1 TYPICAL ANCHORS • • •• ,f owor.•' ate: I SEE ELEV. • 009 W10-03 • �i �� FOR SPACINGsheet 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS FL U U E1 CGI-100 1 FRAME HEAD 6063-T6 - G E2 CGI-101 1 FRAME SILL 6063-T6 E3 GGI-102 2 FRAME JAMB 6063-T6 - Z J E4 CGI-103 1 MEETING RAIL 6063-T6 - C E5 CGI-104 1 LOCK RAIL 6063-T6 - F Z n al E6 CGI-105 1 HANDLE RAIL 6063-T6 - a 6 0 E7 CGI-106 2 SASH RAIL 6063-T6 - 0Iy?ouI C4` U ci E8 CGI-107 AS READ. 5/16"GLAZING BEAD 6063-T5 - O E9 CGI-108 AS READ. 0.700'GLAZING BEAD 6063-T5 E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 Ell CGI-110 AS READ. NAIL FIN ADAPTOR 6063-T5 - a 2 M g E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - c e.0 p ~ E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - E14 OGI-137 1 FLANGE FRAME SILLOLOCATIONS 6063-T6 wy_m E17 CGI-605 OPTIONAL SCREEN FRAME6063-T5 Q W011E f Ml CGI-382V AS REOD. GLAZING BULB VINYL(OUROMETER 75PVC - O M2 C.,_1 11 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM, 3" LONG ATPVCM4 - 2/UTE SETTING BLOCKSEPDM DUROMETER 8035 SHORE A v M9 SUPER BOOST 2/WDW. SPIRAL BALANCE - BSI OR EQUN. j M10 - 2/WDW. BLOCK/TACKLE BALANCE - 8S1 OR EQUN. C M11 W23201NO AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EOUIV. 3 h M12 CGI-129 1/WDW. EGRESS LOCK ALUM. SULLIVAN �+ n M13 CGI-131 2/WOW. HANDLE RAIL END CAP NYLON m&M = 0 tj M14E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. rn x M15 CGI-133 4/WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M C LO LO M16 CGI-130n2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M o O=N o M77 A307304O1-32CAM LOCK ZINC TRUTH OR EQUIV. M78 CGI-132 WOW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. 3 N M e M20 CGI-125SASH CAM(B/T BALANCE) NYLON MdcM Z 3 N C Z Jy M21 - B/r BALANCE TAKE OUT CLIP - BSI OR EQUN. N ?� O _n M22 146-6WEEP COVER NYLON AMESBURY OR EQUNM23 CGI-134SILL SPACER PVC PROTOTYPE OR EQUIV. Ir w L) h S2 2 OR 3/CORNER 10 X 1 1/4' LG. PHIL PH. SMS. ST ST.ASSEMBLY SCREW - S4 - 4/WDW. IF e X 1 2'PH. SMS. ST/ST BALANCE BRACKET SCREW _ _ 55 _ 2/WOW. O 8 X 1'LG. FH. SMS. ST/ST. SPIRAL Bo ASSEMBLY S6 _ 2/ LOCK 6 X 1/2' LG. FH. SMS. ®CGI-133 CAM LOCK _ _ g a R m � N •• H o— = • • • • • • • • • m o • !'R6MiC•RE�IS7� s ••• N1111111// O ••• s1s c..iIRPLY•13 wilh 110 F& - lIJII`cRag�Co •, axpirntioo Dale BY .70592 - s a ••• •�}.Mian„ a,�rcdu 4 s:•• sG :trr_ � 8 't '., ry • �` i•• :• �,, ..OF1DP'•''�y0510-03 � � �fA///0dVAL1��x sheet 8 of g ••• • • • • ••• • • z sos� �2,5115� U o 52 ,Y o �m 3 1.745 g 7 .811 1.550 1.680 p;t,1 M W .745 065 1.245 �1015 065 4 ~ tTYP. i1P. .050U 1.075 I� 1.385 .0 a�1 C E12 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD e77 NAIL FIN ADAPTER C y u -1.583-11.583 1.007 a 0 m °o p aoo � .745 �WZ3 n .065 .065 �I1,-1VnL� Q W 7 LL a TYP. TYP. .065 LJ 2.113 J C5 N Q TYP. .368 w m 3.675 1.42 3.ns 3.ns Lots VENT TOP CORNER 1.429 � 1.220 \ 1.000 .500 m 'SooT- Ea MEETING RAIL FRAME TOP CORNER I 1-2.505-�I I-2.505 0 0 1.220 3 eta FLANGE FRAME SILL Oo FLUSH FRAME SILL v=i O C)w of .500 1.301 1.301 1.043 .0Lr)Uj 1.788 p m 065 I S2 to N M .065 065 �' p. Lei p M � 7YP. I z 1.075I� flflfl��VVW�� c Z ^ 2.440 2.440 In 3 0 0 O- n E5 LOCK RAIL 1.Ot5 1.015 FRAME BOTTOM CORNER w U o� VENT BOTTOM CORNER N .745 .745 2.195 O 2.846 2.348 Eta FLANGE FRAME JAMB E3 FLUSH FRAME JAMB ° € o 1.892.490 .065 c q -T �I 1.043 TYP m g .705 .050 TW. .705 .050 TYP. } 1.015 d .864 F� �I .864 I-�- E6 •• 000 • • • • • •• y a o HAND RAIL m PnOU O 5/16" GLAZING BEAD E9 .700" GLAZING BEADs • •.• li c • aro m ` 111111// 0 .5uiidiny �� 1.395 •• :aIt 1.449 E.P.tion Uate �y CEN, "7® i N p-1.395--ry .74 �115 H; .180 ' �, ,J-L3 .180 • • an Unde::uc[•• `� N .70$92 .050-T= .06011--��I--q 1.025 .065 7.0115 .55 • • ..,;�::. • • - 0 .065 41.413-I 1 • • • �` • `� ;*.� 'ls.= TH:F drawing no. OM3 19 E7 E10 7j��Irll�j lei 1� `` sheet FLUSH FRAME COVER � SCREW COVER O SASH RAIL FLANGE ADAPTOR O g of g MIAMI-DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPA7NDDEA Y A NO_M11 RESOURCES(RER) 11805 SW 26 Strut,jtpom 208 MINISTRA DIVI N T(786).315-2.590 F%8�1 M-2599...... NOTCCEPTANC NO Zmw.mismidadsgov/sconomvCGI Doors,Inc.10100M00 iam0,000•SCOP •••••• 0 • • • •.•00 This NOA is being issued under the applicable rules and regulations governingOthe9use ofeWfITAuction 00 materials. The documentation submitted has been reviewed and accepted by M1MisDlde County RER - Product Control Section to be used in Miami-Dade County and other areas where allowed by flip�"l horit?•••:• Having Jurisdiction(AHJ). . . *0000* 0 so This NOA shall not be valid after the expiration date stated below.The Miami-Dade County PrmM*Nontro�l Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building the_4 c DESCRIPTION: Series "238"Outswing Aluminum Casement Window-L.M.I. APPR O IYT;�rawin No W98-100 titled "Series-23 8 Alum Owing 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 K dated 08/30/17,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. AIBSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2,E-3, E-4 and E-5,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0918.11 MIA�t!•DAe�e 1 OUNTY Expiration Date: October 26,2023 Approval Date: November 30,2017 ( 2� Page 1 E CGT Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 00.9 1. EVIDENCE SUBN HTTED UNDER PREVIOUS NOA's •••• •• .• A. DRAWINGS 0.00•• •• •0.00• 1. Manufacturer's die drawings and sections. ••0• 0 ;0 0 0 0• 2. Drawing No. W98-100, titled "Series-238 Alum Ot utswing Ca.%4W Wdj»{ I✓1.I.)' 0.9 0 sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98;•w+it6 revision .L dated.;,.- 04/10/15, prepared by Al-Farooq Corporation, signed and sMIe1&by 4hmadti..... P.E. . . B. TESTS '..' .. �••••. 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TA%2112-94 • 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 7500 PVC fixed window, to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacers insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. 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 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 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 23 8 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, 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. Patel, P.E. (Submitted under NOA #14-0506.01) Manuel Pe z,F.E. Product Control E mer NOA No. 17-0918.11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-1 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 p�tr-B�, TA-S 202-94 3)Water Resistance Test,per FBC, TAS 202-94••• ••••• . . ...... . . ..... 4) Large Missile Impact Test per FBC, TAS 2Q�A•4• •••.• •••••• 5) Cyclic Wind Pressure Loading per FBC, TAS"-94 •• 6)Forced Entry Test, per FBC 2411.3.2.1, and-44S x,02-9A along with marked—up drawings and installation diagram of.an a'lyminuftn casement window, prepared by American Test Lab of South Florida, Inc.,•Test-RWchrt Nd • ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, At.* (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 per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. RTL-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, 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 07/17/08, all signed and sealed by Candido F. Fort,RE (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 under NOA's #96-0417.03 and# 01-1002.03) Manuelere . Product Control Ex mindr NOA No. 17- .11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0000 . . 0000 0000.. B. TESTS (CONTINUED) 9. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 ...:.. • 2) Uniform Static Air Pressure Test, Loading p;r-r*BC, TABS 202-94 :••••; 3)Water Resistance Test,per FBC, TAS 202-94... ••••• 4) Large Missile Impact Test per FBC, TAS 2Jf-W .' . : 00000 .. .. 5) Cyclic Wind Pressure Loading per FBC, TAS "-94 00•00 0000.0 6) Forced Entry Test, per FBC 2411.3.2.1, and;TA'S V-02-9.4 000000 0000.9 along with marked-up drawings and installation diagram of:an �A! jjmintan casement . window, prepared by Fenestration Testing Laboratory, Inc., fest Report'%C.FTL--.0.. 1003 and FTI.-1041, dated 10/14/94, both signed and sealed by Yamil Kurl,`P IE. (Submitted under NOA # 96 0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under 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) Glass 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 "Butaeite®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 05/21/16. _J Manuel Pere , .E. Product Control E.Yapiner NOA No. 17-T918.11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-3 f CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED sees s • • e... 0990.. ..000 .. • . ' F. STATEMENTS sees.. ...0 9 �•�e e 1. Statement letter of conformance, complying with FBG 5'Editim;(1014), dated April 11,2014, issued by Al-Farooq Corporation, signed and sealed b�•JMV d AI:IV .-,P.E. :e"': (Submitted under previous NOA #14-0506 01) •:•` 00000 sees.. e 2. Proposal No. 13-1098 issued by the Product Control Section,4i:d'Octobjj 4�2J 20136:60 and revised on February 24, 2014, signed by Manuel Perez, P.E•e�.� 0• (Submitted under previous NOA #14-0506.01) s • sees.. ees.. 3. Laboratory compliance letters for Test Reports No. HTL-0080:034)1.07 f&specimen. A and B and HTL-0080-0905-07 for specimen B and C, issued by H'urrica'o 40est ' Laboratory, Inc., dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering &Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 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(R and Super Spacerg 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. 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 10/26/18. Manuel erFmi Product Control ExNOA No. 17- 1 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED • A. DRAWINGS �•"" 1. Drawing No. W98-100, titled"Series-23 8 Alum Outswing Ca pmeilt Wdw. (4M.I.)';•••• sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, With revisron dated.... 08/30/17, prepared by Al-Farooq Corporation, signed and searMy Jawad.Ajimad••••- .. .. .. .. ...... P.E. ...... B. TESTS •�� 1. None. " • C. CALCULATIONS 1. None. 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) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their"Saflex CP—Saflex and Saflex IIP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/111/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 09/07/17, expiring on 05/ F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5ch ELdition {2014), with FBC 6th Edition (2017) and of no financial interest, dated Augus017, issued b AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-051219, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 09/17/15 and expiring on 10/26/18. Manuel Per E. Product Control E mffier NOA No. 17-0918.11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-5 GENERAL WINDOW SECTIONS WINDOW WIDTH U FLANGE FRAME VENT WIDTH tV� o WW-2" I D.L.OPG. Z WW-7" 6"MAX.TYP. O 7 A HEAD/SILL ] �j Z 6 CORNERS f r a P4 2 "'ZJ CAM LOCKS ! // a I W O B 2 LOCK POINTS II mw �,� °1- �• I••I i p ALL SIZES = I µ ms °�� O G 51 p O0.0 ()I, 1 SNUBBER yw S 0 I I/ U d 0 2 Fl o rAT IMPACT WINDOWS ONLY C, 3 = O d a p g 000 H 6 ti 0®10 s l 0 Q EzLL J z -- F--- SURFACE APPLIED j.z r°y Q - I - 3 \ I I -FALSEOPTIONAL MUNTINS Q W m f I I I - 7y II DPTIDNAL _ - ------ --_----- a "� FOR GLASS TYPES, REFER TO \ 3 a LSHEETS 3 AND 4. n 1 7 2 3 D.L OPG. O.L OPG. 2 1/2" B I 124"MAX.TIP. O W 1" VENT WIDTH VENT WIDTH 1" AT HEAD/SILL TYPICAL ELEVATION a WINDOW WIDTH i WINDOW WIDTH (FLANGE FRAME) o n 1 O EXTERIOR V) I MULTI POINT LOCK 3 0 I 96 BY'INTTOERLOCK'CAM LOCKS O "I 0 1 MAXIM MULTI POINT LOCK AT -0 3 O1 BY'TRUTH' L. C Z 6 i ALT.TO CAM LOCKS O O— �' I MAX.WOW. LOCK MAX.WDW. LOCK (� Q J i 1 11 1 HEIGHT POINTS HEIGHT FbINTS (� f i I 6 42" 2 38" 2 0 3o i 3 e 63" 3 p 84" 4 o �O B B - FRE 7 -e NOTES: �a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m i i REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED. 1BY DR 2BY W000 BUCKS h BUCK FASTENERS BY OTHERS, MUST BE • INSTRUCTIONS: DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR MULLION/MULTIPLE UNITS, REFER TO 0- TO 0 THE BUILDING STRUCTURE. J?AAI :GI:ML:UV 4.0.%k �o=im- 8 USE CHARTS AS FOLLOWS. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS • •• STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE •• • • I III O ON WIND VELOCITY,BLDG. HEIGHT.WIND ZONE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• •� � : • \ 1L�l�N f/ � ` USING APPLICABLE ASCE 7 STANDARD. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• ••• •• SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD \��•' GERSE �� STEP 2 ALL SHIMS TO BE HIGH IMPACT, NON-MEFALUC AND NON-COMPRESSIBLE. (;,^� � Q CAPACITY OF DESIRED GLASS SIZE/TYPE. MATERIALS INCLUDING BLTr NOT LIMITED TO STEEL/METAL SCREWS, THAT y ©'� � �� ,705 USING CHART ON SHEET B SELECT ANCHOR OPTION COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED i STEP 3 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS.as comPlYIRq wi.M+•Florida • •• IN STEPSI ABOVE. Bulldingtod• • • THIS PRODUCT APPROVAL IS GENERIC-AND DOES NOT PROVIDE INFORMATION NOA-Nod •17-X918.11• • 0 9 L STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY r--• ) • ATEA 11y� drawing no. SHEET 7 TO DETERMINE CAPACITY. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expiratl�Dot.1 l2d23 pp (� WATER INFILTRATION RESISTANCE ETC. '•• C9� W98-100 STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, By ••• / ��i oR�A�• SHALL APPLY TO ENTIRE SYSTEM. AND TO BE REVIEWED BY BUILDING OFFICIAL Wham a e Product Co ro IYfIil1111 N1 sheet 1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW WIDTH �v • o 0 VENT WIDTH �I WW-1 1/2" z m n 3 D.L. OPG. GENERAL WINDOW SECTIONS Wy_g 1/2• z n a ROU AL LEG FRAME 6"MAX.TYP. Q P t N a A HEAD/SILL a O O cam.,,oo o CORNERS a NU �i IA 7 - n li / xmg Asa °Wr 8 II rf _ Nv O.O�M o R== 'o N IL O a o o i i O g l iI O n O I" a Lel CAM LOCKS 2 LOCK POINTSZ — s I ALL SIZES o k O g SURFACE APPLIE➢ 0 SNUBBER OPTIONALNTINS _ N AT IMPACT VINDOVS ONLY ?�\ 0 O i n I e ❑ -AL 8 I 24"MAX.TYP. Ln ........... ____-___ AT HEAD/SILL 0 O 2 N o TYPICAL ELEVATION SS ~r Q (EQUAL LEG FRAME) 0 2 -0 3 n 9 Z 1A FOR GLASS TYPES,7 2 3 D.L.apc. REFER TO D.L OPG. 2 1/2' j 300 3/4' O o a J 3/4" VENT WIDTH SHEETS 3 AND 4. VENT WIDTH WINDOW WIDTH WINDOW WIDTH O EXTERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK 9A BY'TRUTH HB BY INTERLOCK' G ALT.TO CAM LOCKS ALT.TO CAM LOCKS w 2 d MAX.WDW. LOCKMPX.WDW. LOCK I HEIGHT NNM HEJOHT POINTS 1 42' 38" 2 c63" 56" 3 ypo I H4" I 84" 5 a J I d I I 96 o I. I 6 11 1 • •• ••• • •T, ,1,•11.111 r z 3 • • • • • �,V,•, i9,p`7��i m so 000 so PRODUCT REVISED _ _ IL`S_v_LJ��" as complying with the Florida (14:? Q Ij 2Lj7 _ No.70M _ Building Code " - H s © - Noa-r+o. 17-0918.11• ••• _ - 8 7 Expiration Data 10/26/20• •. • F f. � drawing 9 no. n 1A gy�• • �• • •• .,�ioi�•_}awl► W98-100 Mla i de roduc C r 1 • ••• iV TrrrIINIFAs1U1� sheet�.tof7 ••• • • • • ••• • • •• •• • • • • • • 000 2.6751.757 f 2.625 )• -2,625 4 V o I .768 6251F 7 ,y 5 1,000 1.307 .090 TYP, 1.875 2,625 2,625 f 2.215 2.485 L"'-�(-( 1.438 G 6 .080 TYP. / 1,222 Q y n CORNER KEY CORNER KEY V p ui a 13 OO .060 THICK ST. STEEL OO .062 THICK ALUMINUM O FLANGE FRAME O VENT (5/16" LAM. GLASS) ID Z aO a g 2.075 1.757 a Q � w Q d 7611 N N0 b .090 TYP. 1.057 1.875 1 C7 O w 2.465 2.715 1.438 O VENT CORNER .080 TYP. v N 1.624 3 C n 2B IA EQUAL LEG FRAME VENT (INSUL. LAM. GLASS) 3 - � u 1,7570 Do ALL FRAME AND VENT CORNERS TO BE ITEM PART/ QUANTITY DESCEIPTION MATERIAL MANE./SUPPLIER/REMARKS SEALED WITH GE SILPRUF OR EQUN. 1 CGI-373 4 FLANGE FRAME 6063-TS INDALEX OR EQUN. .090 TYP, _ 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. 1.875 ;�EL4 2 CGI-378 4 VENT(5/16'LAM.GLASS) 6063-T6 INDALEX OR EQUN.2B CCI-381 4VENT(INSUL LAM.CUSS) 8063-T6 INOALEX OR EQUN. h2C CGI-385 4 VENT(7/16"LAM.GLASS) 6063-T6 INOALEX OR EQUN. 38 V ul J 5 3 CGI-375 4 OGEE GLAZING BUD 6063-T5 INDALEX OR EQUN. e%I C Z N 3A CCI-396 4 SQUARE GLAZING BEAD 6063-TS INDALEX OR EQUN. N O='� 4 - 4 .060 THICK CORNER KEY ALUMINUM - 1.347 4 5 - 8 .060 THICK CORNER KEY SL STEEL - 20 VENT (7/16" LAM. GLASS) (1 6 AP-425 AS REQD. FRAME WEATHERSTRIPPING SCHLEGEL AP 0 754 7 0250-K-1 90 AS REQD. VENT WEATHERSTRIPPING - SCHIECEL Q-ADN 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 .383 9 24-13-00-202 2/VENT FACE MOUNT LACK STEEL TRUTH,ATTACHED W/(2)#8 X 3/8'SMS .830 = y' 9A - 1/VENT MULTI POINT LOCK - TRUTH 9B - 1/VENT MULTI POINT LOCK - INTERLOCK - .617 10 - 2/VENT .110-nil LOCK KEEPER,AT FRAME JAMB FACING LOCK STEEL CGI,ATTACHED W/(2)#10 X 3/8'SS SMS 3O CCI-375: OGEE GLAZING STOP �g �o 11 - 1 OPERATOR(OPTIONAL) STEEL TRUTH,ATTACHED W/(2) 8 X 3/B'SS SMS w u v O a 1 OPERATOR(OPTIONAL) STEEL INTERLOCK .753 m o 12 30175 1 OPERATOR TRACK STEEL TRUTH,ATTACHED W/(2)#e X 3/8'SS SMS / 13 - 2/CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4'SS SMS .808 830 PRODUCT REVISEQo ••• • • 8 II- as complying with th%FI Ida •t7• •• u O i 13 Building Code A CGI-•39%• S*UAAE OLAZ#IG STOP � x NOA-No. 17-01$.11 •• • • • �1y�L+IIT Expiration Date 1012 013 • • • • f0/gq~2�(� m By •• •• 1'q`l r0C 4 `' o Mlam ade Product on • .70592 ••• • • EF •!(� drawing no. FRAME CORNER • • •• • %, DP: • • ... S ••�! W98-100 11 '7j7j1 if 11WIN\` sheet 2 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8"ANN.GLASS \ 3/16"ANN. GLASS3/16"HEAT STREN'D GLASS U o .075"Saflex CP With PET Core .075"Saflex CP With PET Core By'Eastman Chemical Co.' By 'Eastman Chemical Co.' .090"Saflex Clear And Col Gloss .090"Saflex Cleor And Color Glass .090 SOFT_Gear And Color Glass m rr By'Eastman Chemical Co.' By'Eastman Chemical Co: By'Eastman Chemical Co.' Z n 3 INIERLAYERS-L INTERLAYERS INTERLAYERS ` n m .090"Trosifol PVB .090"SentryGlas .090"So tryGlas }3 N By 'Kumroy America, Inc.' By'Kumray America, Inc.' By •Kuraroy America, Inc.' Z n I 1 .090"Trosifol PVB .090'Trosifol PVB C �I By•Kuraray America, Inc.' By 'Kura ray America, Inc.' 0 t/8"ANN. GLASS a N -3/16'ANN. GLASS w I 3116" HEAT STREN'D CLASS C 4u SILICONE Ij !I !I 0 G N r CE-1200 I! ii SILICONE li it SILICONE it II V G ri DOW 995 - GE-1200 GE-1200 >m DOW 899 ii ! DOW 995 II �II DOW 995 C g ' ! DOW 899 II .� DOW 899 0 RE 0 G Hdq SQUARE BEAD 0 rb Gt K d OPTIONAL ALL GLASS TYPES I 1 Q w LL N 5/16" NOMINAL 7/16" NOMINAL 7/16" NOMINAL z N GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' i M¢ w Q wmfr PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED NO SHATTERS REWIRED NO SHUTTERS REQUIRED � REFER TO SHEETS 5 THRU 7 FOR INSfALLATON DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION OErAAS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS = N WINDOW DM. GLASS TYPE'2' GLASS TYPE'3' 1 GLASS TYPE '6' WINDOW DIMS. GLASS TYPE'2' GLASS TYPE•3' GLASS TYPE•8' WINDOW DIMS. GLASS TYPE'2' GLASS TYPE'3' GLASS TYPE'6' WIDTH HEIGHT ECT.(+) TNT.(-) OCT.(+) 1M.(-) EXT. (+)I TNT. (-) WIDTH HEIGHT EXT.(+) INT.(-) OCT.(+) INT.(-) EXT. (+) 1Nr.(-) WIDTH HEIGHT EXT.(+) TNT. (-) EXT.(+) TNT.(-)N ) 1NT. 20" 110.0 194.3 110.0 195.0 110.0 195.0 20" 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 195.0 24' 110.0 161.9 110.0 195.0 110.0 195.0 24" 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2" 110.0 195.0 110.0 195.0 195.0 26" OO .l 26" 110.0 138.8 110.0 195.0 110.0 195.0 28" 76.7 83.3 110.0 120.0 110.0 120.0 37" 110.0 145.4 110.0 195.0 195.0 30" 39, 110.0 129.5 110.0 195.0 110.0 195.0 30" 60, 73.2 77.7 110.0 120.0 110.0 120.0 42" 110.0 128.1 110.0 195.0 110.0 195.0 C)I�H- 32' 110.0 121.4 110.0 195.0 110.0 195.0 32' 70.2 72.8 110.0 120.0 110.0 120.0 19-7/8" 110.0 190.6 110.0 195.0 110.0 195. 'TO U1 36' F1179 107.9 110.0 195.0 710.0 195.0 76' 64.8 64_B 110.0 120.0 110.0 120.0 26-1 2" 110.0 137.5 110.0 195.0 170.0 195.0 / 38-3/8' C7 N o 40' 97.1 110.0 195.0 110.0 120.040' 60.0 60.0 60.0 60.0 37' 98.5 98.5 110.0 194.5 110.0 120.0 N42' 92.5 110.0 120.0 60.0 60.0 42' - - 60.0 60.0 60.0 50.0 42" 88.8 86.8 110.0 120.0 110.0 720.0 3 O 20' 110.0 166.5 110.0 195.0 110.0 195.0 20' 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 144.5 110.0 195.0 110.0 195.0 � 24' 110.0 178.8 110.0 195.0 110.0 195.0 24" 73.4 73.4 110.0 120.0 110 O 120.0 26-7 2- 99. 1 110.0 195.0 110.0 195.0 r.� C 28' 110.0 118.9 110.0 195.0 110.0 195.0 28" 64.2 64.2 110.0 120.(1 110.0 120.0 37" 50-5/8' 74.7 74.7 110.0 120.0 110.0 120.0 W 3 30" 110.0 _111.0 110.0 195.0 110.0 195.0 30' 66" 60.6 60.6 110.0 120.0 110.0 120.0 4 65.8 65.0 110.0 120.0 110.0 120.0 w CD p`L 32" 42" 104.1 164.1 110.0 195.0 110.0 120.0 32" 575 57.5 110.0 120.0 110.0 120.0 19-1/8" 96.7 104.2 110.0 195.0 110.0 195.0 U 36' 92.5 92.5 110.0 120.0 110.0 120.0 36' - - 60.0 60.0 60.0 80.0 28-1/2" 63' 74.9 T7.9 110.0 120.0 110.0 120,0 40" 83.3 83.3 110.0 120.0 110.0 120.0 40' - 60.0 60.0 60.0 60.0 37' 60.0 60.0 110.0 120.0 110.0 120,0 42' 79.3 79.3 110.0 120.0 60.0 60.0 20" 66.4 56A 110.0 195.0 110.0 1 120.0 42' - - 60.0 60.0 60.0 60.0 �n 20' 110.0 145.7 110.0 195.0 110.0 195.0 24' 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8" 63.0 63.0 110.0 195.0 110.0 120.0 24' 110.0 121.4 110.0 195.0 110.0 195.0 2B' 48.9 48.9 110.0 120.0 110.0 120.0 25-1/2" 74-1/4' 46.6 46.6 710.0 120.0 110.0 120.0 $ ^ 72" ¢ n 28' 103.8 104.1 710.0 195.0 110.0 120.0 30" 45.0 46.0 110.0 120.0 110.0 120.0 37" 59.8 59.8 59.8 0 ¢P 3097.1 97.1 110.0 19500 110.0 1 120.0 32' 43.6 43.6 110.0 120.0 110.0 120.0 37" 77" - - 56.3 56.3 55.3 32' 48' 91.1 91.1 110.0 120.0 110.0 1 120.0 36" - - 60.0 60.0 60.0 60.0 36' 80.9 80.9 110.0 120.0 110.0 120.0 32' - - 60.0 60.0 60.0 60.0 * WHEIMrN MAX. LOADS TO 171.0 PSF sl 3 76" WHEN MULTI POEM LOCK BY'INEIRLOCK' 9B 40' 72.8 72.8 110.0 120,0 110.0 120.0 36' - - 60.0 60.0 60. 60.0 IS USED 42' 69.4 69.4 110.0 120.0 60.0 60.0 20' 52.0 52.0 1 110.0 120.0 110.0 120.0 20" 110.0 129.5 110.0 195.0 110.0 195.024' 43.8 43.8 110.0 120.0 110.0 120.0 #*SIZE 37'X 77"APPLICABLE TO FLANGE FRAMES ONLY 0 0 S R 24' 98.0 107.9 110.0 195.0 110.0 195.0 28" 78" 38.1 38.1 110.0 120.0 110.0 120.0 SEE SHEET:•• 000 • • • • • • 5 2g" 88.2 92.5 110.0 120.0 110.0 120.0 30" - - 110.0 120.0 60.0 60.0 • • • • • • • • E! c i- PRO DUCI�RWEVISE10 •• • • ll1 f fE y 30' S4, 84.4 86.3 110.0 120.0 110.0 120.0 32' - - 60.0 60.0 60.0 60.0 as complyin ith the I�ori•a • • Al 32" 80,9 80.9 170.0 120.0 110.D 120.0 20" 41.5 41.5 110.0 120.0 110.0 120.0 Building Code• • • • �Y TaoA No. ••17-S9f6.7 I•• p. % i n 36' 71.9 71.9 110.0 120.0 110.0 1 120.0 24' 34.9 34.9 110.0 120.0 170.0 120.0 40" 64.8 64.8 110.0 120.0 110.0 120.0 28" B4" - - 110.0 120.0 54.5 54.5 Expiration Date 10/ 12023 N 42" 67.7 61.7 110.0 120.0 60.0 60.0 30' - - 51.2 51.2 51.2 51.2 By 2 32" - -- 48.3 48.3 48.3 48.3 Miaml :P •Al Co 1• - $ v t • :• • GLASS CAPACITIES ON THIS SHEET ARE NOTE: C 9 Q O gn •• �F •[y� drawi� BASED ON ASTM E1300-09 (3 SEC. GUSTS) LOAD/AREA LIMITS •`Z ••"' • D�` � W98-10� AND FLORIDA BUILDING COMMISSION FOR +110.0, -19�0 PSF = 10.00 SO. FT. • • ••• '� 7 Si�®NAP-%%�\\ sheet 3 of 7 DECLARATORY STATEMENT DCA05-DEC-219 f I I I l llt ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • 1/8`TEMP. GLASS 1I� EPDM 8"TEMPGLASS ICU AIR SPACE 00 1/8'ANN. GLASS I .075'SafleR CP With PET Core .075'Safiex CP WIth PET Core Z ono i By 'Eastman Chemical Co.' By'Eastman Chemical Co.' Q y o .090"Soflex Clear And Coior Gloss .090"Saflex Clear And Color Glass N � By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' f z N d INTERLAYERSE .090"SentryGlas .090"SentryGlos O p o p By 'Kuroroy America, Inc.' By 'Kuraray Americo, Inc.' Q .090"Trosifol PVB .090`Trosifol PVB G By 'Kuraray America, Inc.' By'Kuraray America, Inc.' SQUARE BEAD 1/8"ANN. GLASS P. GLASS OPTIONAL V O y erl SILICONE ILICONE ALL GLASS TYPES j Q'Cm 8 GE-1200 E-1200 Q d O a DOW 995 V 995 Q d j Dow 699 OW 899 0: s)N O N XL EDGE SPACER ._.. XL EDGE SPACER y o ST. STEEL BY'CARDINAL' '' SETTING BLOCKS ST.STEEL BY'CARDINAL' SE TIINC BLOCKS IL Z O OR 2/LITE OR2/LRE I ! l(9 W a J DURASEAL BY'QUANE. EPDM DURASEAL BY'QUANEX' EPDM a A f F OR DUROMETER 85±5 OR DUROMETER 85±5 SUPER SPACER BY'QUANIX• 3/4" INSULATED SUPER SPACER BY'OUANIX' 3/4" INSULATED O GLASS TYPE '2A' GLASS TYPE '3A' d � C M PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHU1lER5 REQUIRED NO SHUTTERS REWIRED NO SHUTTERS REWIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DEI 115 REFER TO SHEETS 5 TIRU 7 FOR INSTALLATION DETNLS REFER TO SHEETS 5 THRU 7 FOR INSTALLAMN DETAILS 0 yrj v WINDOW DIMS, GLASS TYPE'2A' GLASS TYPO'3A' WINDOW DIMS, GLASS TYPE'2A' GLASS TYPE'3A' WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3A' WIDTH HEIGHT EXT.(+) INT.(-) OCT.(+) INT.(-) WIDTH HEIGHT EXT.(+) TNT.(-) EXT. (+) 1NIL(-) WIDTH HEIGHT EXT. (+) 1NT.(-) EXT. (+) INT. C 20" 110.0 1943 110.0 195.0 20" 98.8 112.5 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 O F N o 24" 110.0 161.9 110.0 195.0 24" 85.8 95.4 110.0 120.0 26-1/2" 110.0 203.0 110.0 195.0 _ to N26" o ? 2B' 110.0 138.8 110.0 195.0 28" 76.7 83.3 110.0 120.0 37' 110.0 145.4 110.0 195.0 3 ,O n 30" 36" 110.0 129.5 110.0 195-0 36" �, 73.2 77.7 110.0 120.0 42` 110.0 128.1 110.0 195.0* Z YI 32" 110.0 121.4 110.0 195.0 32" 70.2 72.8 110.0 120.0 19-1/8" 110.0 190.5 110.0 195.0 36' 107.9 107.9 110.0 195.0 36' 64.8 64.8 110.0 120.0 26-1/2" 110.0 137.5 110.0 1950. rn O 38-3/8' 40" 97.1 97.1 110.0 120.0 40" 60.0 60.0 - 37" 98.5 98.5 110.0 120.0 U O D{ 42" 92.5 925 110.0 120.0 42" 60.0 60.0 - - 42" 86.8 869 110.0 120.0 O 20" 110.0 166.5 110.0 195.0 20" 85.7 86.7 110.0 169.0 19-1/8" 110.0 144.5 110.0 195.0 24" 110.0 138.8 110.0 195.0 24' 73.4 73.4 110.0 120.0 26-1/2" 99.7 104.3 110.0 195.0 PRODUCT REVISED 50-5/B' as complying with the Florida 28" 110.0 118.9 110.0 195.0 28' 64.2 64.2 110.0 120.0 37" 74.7 74.7 110.0 120.0 Building Code 30' 42, 110.0 111.0 110.0 195.030' 66" 60.8 60.6 110.0 118.2 42" 65.8 65.8 110.0 120.0 NGA-No. 17-0916.11 32' 104.1 104.1 110.0 120.0 32" 57.5 57.5 110.0 112.2 19-1/8" 96.7 104.2 110.0 195.0 Expiration Data 1012612023 '6^ 36" 92.5 92.5 110.0 120.0 36" 60.0 60.0 - - 26-1/2" 74.9 77.9 110.0 120.0 7 0 63" gy 40" 83.3 83.3 110.0 120.0 40" 0.0 60.0 - - 37" 60.0 60.0 170.0 117.0 42" 79.3 79.3 110.0 120.0 20" 66.4 66.4 110.0 120.0 42" 60.0 60.0 - - Miam' ade Product G I 0 20" 110.0 145.7 110.0 195.0 24" 55.1R43.6 109.3 109.3 19-1/8" 63.0 63.0 110.0 120.0 NOTE: 24" 110.0 121.4 110.0 195.0 28" 72" 48.9 95.3 95.3 26-1/2' 74-1/4' 46.6 46.6 90.9 90.9 GLASS CAPACITIES ON THIS SHEET ARE 28" 104.1 104.1 110.0 120.0 30' 46.0 89.8 89.8 37" 59.8 59.6 - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) 30" 97.1 97.1 110.0 120.0 32' 43.6 B5.0 85.0 37' 77' 56.3 56.3 - - AND FLORIDA BUILDING COMMISSION o o qIN a32' 91.1 91.1 110.0 120.0 36" 60.0 - - UtCLARATn S:ATLAEN1•DCA*5-SDE:-"9 * LIMIT MAX.LOADS TO 171.0 PSF m c - 36" 80.9 80.9 110.0 120.0 32` 60.0 60.0 - - 1 • 76' WHEN MULTI POINT LOCK BY'INETRLOCK' 98 • • •• • • I I I i O 40' 729 72.8 110.0 720.0 36' 60.0 60.0 - - • • : • • \\7 1 IFF a IS USED 42" 69.4 69.4 110.0 120.0 20' 52.0 52.0 101.3 101'.3 •• 000 •• �PIP- 110-0 20' 110.0 129.5 110.0 195.0 24• 43.8 43.8 85.4 85.4 ok�k SIZE 37'X 77`APPLICABLE TO FLANGE FRAMES ONLY u "r _ r 24" 90.0 107.9 110.0 195.0 28' 78" 38.1 38.1 74.3 74.3 SEE SHEET 1 - N.70592 a 28" 92.5 92.5 110.0 120.0 32" 60.0 60.0 - - '6 o a 30" 84.4 86.3 110.0 1 120.0 20' 41.5 41.5 80.0 80.8 ••• C �•© v nQl� R• 9° $ a` 54" !7 •• 32" 80.9 60.9 110.0 120.0 24' 34.9 34.9 68.0 68.0 0 • • • 0 36' 71.9 71.9 110.0 120.0 28" 84' 54.5 54.5 - - NOTE: • • • •• TE SF �Q{/� drawing n0. LOAD AREA LIMITS • • •• • 'i v vP••' R�. 40' 649 64.8 110.0 120.0 30" 572 51.2 - - / • • •.� �� W98-100 42" 61.7 61.7 0.0 zo.o 32° 4e.3 46.3 - _ FOR +110.0, -120.0 PSF = 16.34 SQ. FT. ••• //7 ��e ' +110.0, -195.0 PSF = 10.00 SO. FT. If lltllt\\\ sheet 4of 7 ••• • • • • ••• • • • _ INSTALLATION CONDITIONS FLANGE FRAME_(APPLIES TO ALL FOUR SIDES) U U U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 �� o TYPICAL ANCHORS SEE ELEV. FOR SPACING z m 3 SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS TYPICAL ANCHORS C n'� SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING NETAL Q f Z a SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION STRUCTURES - Sip 1/B'THK MIN. 0 N` o I'�1 3/6' IL W SEALANT 4 1 I SEALANT 4--1 Q V N m V��M O,o m 040� .� s r - a z `e \m 2 1/6• � <,z' .v \in 2 1/6' I � � 0 N N p � MIN J�m 2-1/2'MIN. 2-1/2' MIN. omu i F INSTALLATION TYPE '1WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED MATERIA PRESSURE TREATED U I TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO o S ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES 00 p w 1/6"MIN. rr TYPICAL ANCHORS TYPICAL ANCHORS " N SEE SHEET FOR SPACING SEE ELEV.IE FOR SPACING TYPICAL ANCHORS C SEE ELEV.FOR SPACING 0=N o SEE SHF�T 6 FOR DESCRIPTION SEE SHEEP 6 FOR DESCRIPTION f -T SEE SHEET 6 FOR DESCRIPTION So m 3/8" II� II � pNr] I II II rn SEALANT b I SEALANT in Q J v N � II II O I L___Jit v 2 7/6' -i v' 2 T/6' L" F7 �e w v BUCK INSTALLATION BY OTHERS < v BUCK INSTALLATION BY OTHERS N o I' ATTACHMENT TO oc " 1"MIN. APPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' PRODUCT REVISED 8 PRESSURE TREATED MATERIAL PRESSURE TREATED as compilying with the Florida MATERIAL: Building Gode Now-No. 17-0918.11 TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL N ° ^ x iration Date 10/26/2023 0 ON ALL FOUR SIDEVUSING WOOD ON ALL FOUR SIDEVUSING WOOD •B •0 • 0 f ••• m 8 $ o� • c l a Pro t C t M •• • • • V Illll ALUM CHANNEL • • •• • • • �• q'7�ri m 3/4'% 1'X 3/4'X 1/8` 090 2-1/2-LONG n ' AT ANCHOR LOCATIONS N.70592 f a J .._ .. _ • ••• • •• •• $ t WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN •• • •� ` f3F • drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT, ANCHOR LOCATION •• • •• '� S;''•• ua` � W98-100 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP , l�7/�1lit ``�� Tsheet5of 7 • • • • •00 0 • • • • • • •• •• • • • •• •• ••• • • 0 000 0 • INSTALLATION CONDITIONS FOUAT IFC' FRAME (APPLIES TO ALL FOUR SIDES) U " FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 a TYPICAL ANCHORS A7ml SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Z rO a J OZ ; METAL TYPICAL ANCHORS TYPICAL ANCHORS 51RUCTURES 0' S 6 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 1/6"THK. MIN. O OJ 0N 3� SEE SHEET 6 FOR DESCRIPTION SEE SHEEP 6 FOR DESCRIPTION ry Om cy 77 IF m g 1 La I OOit z a c s z \ \2 1/6. 5. Zy- mei MIN wm O 2-1/2"MIN. L 2-1/2" MIN. INSTALLATION TYPE '1WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' = v 2 MATERIAL PRESSURE TREATED MATERPRESSURE TREATED 3 C n TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO W 1 n vl ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES � 0 w � � c �n r_�1/6' MIN. O�N o TYPICAL ANCHORS m N r!l t-'N CHORS TYPICAL ANCHORS4-,", 5"EE LEV. FOR SPACING 1 30 n A FOR SPACING SEE ELEV. FOR SPACING r- HEEF 6 FOR DESCRIPTION J 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION I IL)T— I1IL_ 2 7/6' I ea' 2 1/e' ATTACHMENTION BY OTHERS o- BUCK INSTALLATION BY OTHERSAPPROVED MULLIONS 1"MIN. PRODUCT REVISED .. as complying with the Florlda v== = INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '� Building Code o o n o R r'• 'N • • c• E' `� 8 MATER!AL: PRESSURE TREATED �1ATF61AU PRESSURE TREATED NOA-No+ IT-ml8R1-�-• ••• • • • `c m_ Eapiratien Date 10h•6/20a3• • • TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL By • v0 y IITir m ^ ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD Mlaml a e Pr on ;JS��uG.... � e q 70M a •�+� �� 313 •• '- £ WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • �• • • T�QF drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER • • '� •• .�P• W98-100 THEM TO THE BUILDING STRUCTURE. A�1`��\ sheet 5.1 of 7 ••• • • • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS O • REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS `4� a ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP [t WINDOW DMS. AT 17"O.C. AT 10" O.C. AT 17"O.C. I AT 10"O.C. WINDOW DIVS. AT 17'O.C. AT 10" O.C. AT 17'O.C. AT 10"O.C. WINDOW DMS. AT 17• O.C. AT 10"O.C. AT 17"O.C. AT 10"O.C. m WIDTH HEIGHT EM.(+)/INT.(-)EXT.(+)/INT.(-)EXT.(+)/INT.(-)EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-)EXT.(+)/INT.(-)EXT.(+)/IM.(-)EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-)EXT.(+)/WT.(-)EXT.(+)/INT.(-)ETT-(+)/INT.(-) Z M m 0 20' 195.0 195.0 154.8 1 195.0 32' 133.2 195.0 76.4 76 122.2 19-1/8" 195.0 195.0 149.4 195.0 c' ' 2 N I 24' 195.0 195.0 129,0 172.0 36" 718.4 189.5 67.9 708.6 26-1/2" 26' 195.0 195.0 107.8 161.8 Q f a 28' 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 37' 195.0 195.0 77.2 115.9 30' 1BO.0 195.0 103.2 137.6 24' 173.1 195.0 992 158.8 19-1/8' 195.0 195.0 151.9 195.0 d j N 36' l w 32' 158.6 195.0 96.8 129.0 28" 78' 148.4 195.0 85.1 136.1 26-1/2" 38-3/8" 191.2 195.0 109.6 146.1 �O h 36' 15D.0 195.0 86.0 114.7 30' 138.5 195.0 79.4 127.0 37' 136.9 162.fi 78.5 104.7 Q V O 07 40' 135.0 180.0 77.4 103.2 32" 129.8 195.0 74.4 1 119.119-1/6" 195.0 195.0 153.5 191.9 42' 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2' 50-5/B' 193.2795.0 110.8 138.50 C C R g 20' 195.0 195.0 132.70 84'24" 195.0 195.0 110.8 165.9 37' 138.4 173.0 79.3 99.2 O •WW1 C•�� d 24" 192.9 195.0 110.6 147.4 28" 165.3 195.0 94.8 142.2 19-1/B" 195.0 195.0 123.3 195.0 5N W O N 28" 165.3 195.0 94.8 126.4 32' 154.3 195.0 88.5 132.7 26-1/2' 63' 155.3 195.0 89.0 155.8 Q W N fi 6 30' 62 154.3 195.0 BB.S 117.9 37" 111.2 194.5 63.8 111.6 J Z ON 32' 144.6 192.9 82.9 110.6 42' 98.0 171.4 56.2 98.3 Q 2 m Tu 36' 128.6 171.4 73.7 98.3 19-1/8" 195.0 195.0 730.8 195.0 ul t 40' 715.7 154.3 68.3 88.5 26-1/2" 74-1/4" 164.7 151.1 N 42" 110.2 .146.9 63.2 84.2 37• 1 188.6 67.fi 8.1 n J 20• 195.0 195.0 154.8 193.5 0 24' 195.0 195.0 129.0 161.3 C 28" 192.9 195.0 110.6 139.2 yj a 30" 160.0 195.0 103.2 129.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING a 0 I- 32" 48' 165.8 195.0 96.8 120.9 I yy O w 1/4" DIA. KWIK-CON II BY 'HILTI'(Fu-163 KSI,Fy-157 KSI) cam. 36' 150.0 167.5 86.0 107.5 � �N 40• 135.0 1155.8 TL4 96.8 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI 42" 128.6 160.7 73.7 92.1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 20" 195.0 195.0 137.6 195.0 1-1/2" MIN. PENETRATION INTO WOOD 24' 195.0 195.0 114.7 172.0 O M r, 28' 171A 195.0 98.3 147.4 THRU 1BY BUCKS INTO CONC. OR MASONRY � -8 z n 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 30" 16D.0 195.0 91.7 137-6 I O h 3z" sD.D 9s.o es.o 129.0 DIRECTLY INTO CONC. OR MASONRY O 36' 133.3 195.0 76.4 11 a.7 1-1/4" MIN. EMBED INTO CONS. OR MASONRY 40" 120.0 180.0 68.8 103.2 DRILLINGOR SFLF 42' 114.3 171.4 65.5 98.3 s) 20" 195.0 195.0 123.8 185.e INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 26' 160.0 195.0 1032 INTO METAL STRUCTURES 156.8 28• 154.3 195.0 88.5 132.7 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 30' 144.0 195.0 82.5 123.8 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ¢ H 50' ANCHORS W/0 SHEAR CLIP AN.HORS WITR SHEAR CLI P a u 32' 135.0 195.0 77.4 116.1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) e 33 00q 36" 120.0 18D.0 68.8 103.2 a U 6 aD" 1oe.o 1sz.o 61.9 92.9 TYPICAL EDGE DISTANCE Z1 0 a2" to29 1sa.3 s9.o 88.5 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE _ ' MIN. 20' 195.0 195.0 140.7 195.0 INTO METAL STRUCTURE = 3/4" MIN. 24' 195.0 195.0 117.3 164.2 25' 175.3 195.0 100.5 140.7 CONCRETE AT HEAD, SILL *'*JAI"j'c i 3WOMIN. 5 0 3 2 PSl 30' 66' 163.6 195.0 93.8 131.3 C-90 HOLLOW/FILLED BLOCK AT DAMNS fim• 2 PSI.%Ij ••• 'm` 32" 153.4 195.0 88.0 123.1 0 PRODUCTAVISED• • • • 71 11�;1 as complying th&Fl:id�•• • 36' 136.4 190.9 78.2 109.5 I m 40' 122.7 171.8 70.4 98.5 Building Cad • • 20' 195.0 195.0 129.0 180.6 NOA-Na. 17-0918.11 N g 2a' 187.5 195.0 107.5 1505 El, iration Date iO/2fi/2023 No.70592 a 28' 72' 160.7 195.0 92.1 129.0 30' 150.0 195.0 86.0 120.4 BY • '• • v 5 32' 140.6 195.0 80.6 112.9 Mia",jd- od- Cont, • • •�� 36' ti (T��• • �. drawing no. 125.0 175.0 71.7 1 Oo.3 • i 0•L)L.): `'• % .°�•' �` W98-1 oq • • • 00 / 1I I I I�11 E 1T`` sheet hof 7 I'. • • • • • ••• • • 0 Sao • • • • • • • • • • • • • • • • ••• • • • ••• • • 4 rr r PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS � v OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK -! o INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES �Y USE LOWER APPLICABLE VALUES. m WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. Z -.'m ; WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) 0 m z 20" 110.0 195.0 20' 105.8 120.0 19-1/8' 110.0 195.0 lu Z n G 24' 110.0 195.0 24" 90.9 120.0 26-1/2' 26, 110.0 195.0 a a0 28' 110.0 186.5 28' 80.5 110.3 37' 110.0 184.2 0 W N iH 30• 36" 110.0 182.4 30' 76" 76.3 104.7 42' 110.0 152.4 32" 110.0 179.5 32" 60.0 60.0 19-1/8" 110.0 195.0 Q a 36" 110.0 177.3 36" 60.0 60.0 26-1/2' 38-3/8, 110.0 172.6 0 U> 40' 105.8 145.1 20' 102.7 120.0 37' 770.0 158.3 d 0>M o 42" 97.0 120.0 2a" BB.2 120.0 42' 95.7 120.0 0 20• 110.0 179.5 28• 78' 77.9 120.0 19-1/8" 110.0 195.0 0 W 24" 110.0 159.6 30' 73.9 101.326-1/2" 154.7 .-- I I Z O 50-5/8" 110.0 28' 106.9 146.6 32" 60.0 60.0 37' 94.0 120.0 I I I - z L9_p 30' 42, P977.0 141.9 20" 110.0 120.0 42' 89.8 120.0 1 I O f :? I. I.I. i "�Z Mg w 32" 138.1 24' 97.0 120.0 19-1/B" 109.3 149.9 I I I I Q W OI f r 36" 120.0 28' 84' 855 717.3 26-1/2" 84.8 116.2 120.0 30' 60.0 100 37" 67.9 93.1 i. `14 SMS42" 120.0 32" 60.0 60.0 42° 1 60.0 60.0 I AT 6" FROM ENDS I P 20" 110.0 195.0 19-1/8" 110.0 154.8 Ell 17.O.C. MAX.AT JAMBS C 24• liD.0 177.3 26-1/2" 74-1/4'. 86.4 118.5 ��-�q�`'( 24"O.C. MAX.AT HEAD/SILL S � ..�.. 14 SMS - n 28• 110.0 160.9 37" 60.0 60.0 InS�1lJ 0 LrLSULJ O AT 6"FROM ENDS 30" 110.D 154.8 19-1/8" 109.9 120.0 17"O.C. MAX.AT JAMBS 32' 48' 109.1 120.0 26-1/2' 76" 84.0 115.2 i 24'O.C. NAW.AT HEAD/BILI v, p Uw 38" 103.5 120.0 37" 60.0 60.0 w 1 usi 1 40• 99.8 120.0 19-1/8" 108.3 120.0C i O FN o 42" 95.0 120.0 26-1/2" 77" 827 113.4 w `a o to�� S 20' 110.0 174.1 37' 60.0 60.0 \ 30 N M n 24' 110.0 152.0 I o' 28" 99.8 120.0 1 30' 95.5 120.0 n.q e .. .,(1 v� o_m d' Q J 32' 91.9 120.0 d . ' U O 36" 86.2 118.2 ° TYPICAL ANCHORS TYPE'A' OR'B' TYPICAL ANCHORS TYPE •C 40' 822 1127 AT 6'FROM ENDS AND AT 6"FROM ENDS AND O 2 1/2"MIN 17.O.C. MAX.AT JAMBS " O.C. MAX.AT JAMBS t'MIN. 42" 80.5 110.5 17"O.C. MAX.AT HEAD/SILL 24"O.C. MAX.AT HEAD/SILL 20" 110.0 153.2 EDGE DIST. k 24" 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' 28" 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURES =n 30" 82.8 113.5 r R 60' A - 1/4" DIA. KWIK-CON II BY 'HILTI'(F-163 KSI, Fy=157 KSI) 32' 79.4 108.8 TYPICAL INSTALLATION DETAIL PRODUCT REVISED -6 DIRECTLY INTO CONC. OR MASONRY as comp)yIng with the Florida i 36' 73.9 101.3 ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM Building ^� o 40" 60.0 60.0 '1-/1/4" MIN. EMBED INTO CONC. OR MASONRY NOA-No. 17-0918.11 42" 60.0 60.0 B - yy 4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) - Expiration Date 10/26/2023 20' 110.0 171.0 DIRECTLY INTO CONC. OR FILLED BLOCK zsoo7 `o 24" 107.8 120.0 .845 o m By _ oa 1-1/4" MIN. EMBED INTO CONCRETE 845 .065 •• ••• Mam adriPro rpt L• � R ze" 95.9 20.0 2_1/4" MIN. EN13ED INTO GROUT FILLED BLOCKS 0s5 s9z^ • • • • • - 30• 66' 91.3 120.0 • •• ••• • • i L 32' 87.3 119.7 C - 4 S (GRADE 2 CRS) .562 1.725 • • • • • `J 11 Y7�Ji m 38• 60.0 60.0 •• ••• •• p`1 •• �, •1 INTO 7.BY WOOD SUCKS OR WOOD STRUCTURES :��•.•�uc�ist• 40" 60.0 50.0 1.438 1-1/2" MIN. PENETRATION INTO WOOD � « � 20" 110.0 154.5 .125 '903 - N0.70532 a 24" 97.0 120.0 TYPICAL D DISTANC _ :*= -6 = ALUMINUM BUCK OPTIONAL COVER • ••• • - • • 9 28" es.D tn.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. • • � • • 30" 72• 81.7 1120 INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-T6 • • •`♦ �y�7 • •� - • -I.O J•L3 • F !- draw 1199 no. 32" 77.9 106.9 969 •• • .FC OP•.•' ��' 36' 60.0 s0.0 CONCRETE AT HEAD,SILL OR JAMBS f'c = 3000 PSI MIN. • ••• ' 77 S/ .•• � W98-100 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 7j/i Q�1 1t`�� sheet 7of 7 ••• • • • • ••• • • ••• �• •• • i • •• ••