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WS-16-1722 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax:(305)756-8972 inspection Number: INSP-265620 Permit Number. WS-6-16-1722 Inspection Date:August 17,2016 Permit Type: Windows/Shutters Inspector: Mesa,Michel Inspection ection T YP e• Final P Owner: TREVISA,SUSAN Work Classification: Window/Door Replacement Job Address:100 NE 105 Street Miami Shores,FL 33138-2033 Phone Number (305)992-3134 Parcel Number 1121360130690 Project: <NONE> Contractor: PRESTIGE WINDOWS$DOORS Phone:(305)820-5999 Building Department Comments REPLACING 18 WINDOWS AND 2 DOORS Infractio passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed El Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-Inspection fee is paid 2 For Inspections please call:(305)762.4948 August 17,2016 Page 1 of 1 wo, WS-4111 64,7,12 Miami Shores Village Mndowsftutters 10050 N.E.2nd Avenue NE f1rkCa � • Miami Shores,FL 33138-0000 ' e, Phone: (305)795-2204 , ills: 'AP � � fi t'D)� • �g' Expiration: Issuo-ba � �C2�t1 Project Address Parcel Number Applicant 100 NE 105 Street 1121360130690 SUSAN TREVISA Miami Shores, FL 33138-2033 Block: Lot: Owner Information Address Phone Cell SUSAN TREVISA 100 NE 105 Street (305)992-3134 MIAMI SHORES FL 33138- 100 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 17,823.56 Valuation: PRESTIGE WINDOWS&DOORS (305)820-5999 __..._.... Total Sq Feet: 325 Type of Work:REPLACING 18 WINDOWS AND 2 DOORS Available Inspections: No of Openings:20 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 Invoice# WS-6-16-60279 DBPR Fee $4.50 06/21/2016 Check#:6254 $50.00 $302.80 DCA Fee $4.50 Education Surcharge $3.60 06/23/2016 Check#:6267 $302.80 $0.00 Permit Fee $300.00 Scanning Fee $15.00 Technology Fee $14.40 Total: $352.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z g. Futhermor I authorize the above-named contractor to do the work stated. June 23, 2016 Authorized VErnatu6,6wner / Applicant / Contractor / Agent Date Building Department Copy June 23,2016 1 Miami Shores Village � T Building Department JUN 2 Y 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 201 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 102 NEE A:25 City: Miami Shores County: Miami Dade Zip ;I�58 Folio/Parcel#:J 1-,2-I;X:,- cg%® Is the Building Historically Designated:Yes NO �C Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): c f«Y C - Phone#: (:!'�D `?-Z-�I:�!1LI Address: l� W6 10�5 City:My;Lmi occ State: Zip: �I Tenant/Lessee Name: Phone#: Email: - 1 CONTRACTOR:Company Name: Vcz�_- t�' ►�:D Phone#: -5cicg Address: 1161 c - city:wow-► -State: VA Zip• IL-1 Qualifier Name: Phone#: State Certification or Registration M Certificate of Competency#: DESIGNER:Architect/Engineer: �c�► 1e f_ cz Phone#: (95Q)-3,511 Address:_J(oo 'n-) I? City T =' --&JhState:�_-I Zip:-fLH-:D_ Value of Work for this Permit:$ Square/Linear Footage of Work: � Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of.Work: �� I� u�►�c1Oa.��, � tz� �r"rte ` I Specify color of color thru tile: Submittal Fee$ <50, C'Dr\-i Permit Fee$ CCF$ PZ CO/CC$ Scanning Fee$ Radon Fee$ t4 , 50 DBPPR$$ L4,00 Notary$ Technology Fee$ k4l' k4O Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ � (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONT GO" The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1'7 day of 20 I(�. .by -2X--1 day of 7 5c 4t e- .20 I(. .by —,ten Ic _ycsC'1- ,who is personally known to C:!rr�rr_1- who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:uC—��. i�� '� KARDi r'ti'�}1."'s KARB!CAOOI�L Print: ��° i'l z M ccwA 0I#FF86rJ*rin WCOMMlS49WFFYB M �= E7f�IRE M"III 2= i9(PBiEB:Meeh 11,2G1A Seal: ; ,,ms's Baidee7lruNohuYFUbBolMden �''•�». ''�'� Bonded ThruiyFt�BolMds APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 0 4 RESTIGE CONTRACT WINDOWS&DOORS 6500 NW 181st Sheet,Miami,FL 33014 i P.305.820.69119 1 www.preedgewindoor oom I UC#CBC1251667 Pop CUSTOMER INFORMATION ""re Susan TrevisaP"a" 305 992 3134 more April 28,2018 'me " - 100 NE 105 ST AL Miami Shores FL,33138 a Trevise Residence SUPPIYALL MATERIALS CGI SENTINEL I MPAE FO _CT WINDDOWS©&DOORS PER ATTACHED QUOTE C * IF VI.1ti1�+ 11tt9 USESP ALUMINUM FRAMES,LAMINATED IMPACT GLASS,CLEAR(NO TINT),GRIDS, w,jAu -13RAN&G HARDWARE ON OPERABLE WINDOWS,SCFkMS INCLUDED ON OPERABLE WINDOWS NOTES 1 NO VERBAL COMM111TMENTIII FROM THE Wlh�BE HQN=nR 2 EXCLUDES:FLOORITILE REPAIR(ONLY IF DAMAGED) PAINTING,ALARM REPAIR,MAJOR STUCCO REPAIR, WINDOW SILL REPLACEMENT(ONLY IF DAMAGED),CURTAIN DAMAGE. 3 INCLUDED:ENGINEERING,DRAWINGS,PERMIT PROCESSING&PERMIT FEES CHARGED BY BLDG DEPT G 4 SHUTTER REMOVAL.: INCLUDED_NOT INCLUDED(CHECK ONEp INTM IF SHUTTERS ARE ALUMINUM AND WE CAN KEEP THE REMOVAL IS FREE OF CHARGE IT COVERS REMOVAL OF ALL SHUTTERS AND PATCH UP DESCRIPTION OF WORK Remove old windows and doors Moving fu nkm 1br install and restoring to original location once opening completed. Clean and Inspect openings Covering&protecting flm*ure during Install. Instep new windows and doors Provide partial release of Isin wltir every Irmlc:e. Anchor with approved tapoans Coordinate ail inspections as required by agendas having Jurisdiction over the work. Caulk&seal inside and out Clean work arm RAM TOTAL* Haul away old windows,doors and debris for proper disposal [EBALANCE POSIT UPON ACCEPTANCE: 8,911.71 CCK' Sweep and vecuum ail work areas MENT UE ON DELIVERY: 7129.42 Perimeter caulking on stuccoed areas(we carpo before the stucco) N PASSING OF FINAL IN3 E $ 1,782.38 Patch perimeter stucco&Interior dry wap where necessary HOAApprovai Required YES Ej NO Ej Mgt Company Phone The above prices,specificallons,termor and conditions are Y and hereby agoep�d.You are aulhorimd to do the k es . Payment will be made as indkatad above.Metsdels remain the sole property of Prestige windgm a owns urgip the Job in M.If It becomes necessary for Ike Windows&Dom,to employ a collection agency andlor attomfy to Irollect on tilts NII,I undersigned,agree to pay all court conte and attorney tees.Ary alterations or dewtatlan flan agreed plana Invotwirrg,mdra costs will be executed only alter wdaen arai eWW longed order and will become an eddplaal darge. PURCHASER: IGNATURE: I DATE: Ws •• • 0000 e • •000••• • • • 0000•• 0 ..... .•..•• � �� L s ... . . . . ..•... DATE • • • 0000•• 00.000 . 0 0 0 . 0 • •• •• - - g ❑ ...... - -- _ -- • • 0000• 0000• • • 0000•• --�— � 558 mg • 0.0.•0.0.• .••e• sees •• .. .•..0••••. � IWOOZIi�38i 996� 1 .. ...... ...... •....• • 0 00 000 of 0 00:609 e • • •. e • . , , e 0000 • 0 •.00•0 000000 0000 0 . ..� • e . • n � � �Hit►e v� r0t+/9'ES- 0'SL+/0'SL- OrZTSWST HS 8 nE9MSZr6T OZ z rot+/rw 008+/0'08- EO'ETVO-ST paNIA 6 „OV%„SE 6T Z'8E+/9'TV- 0'08+/0108- VO'STOT-VT cls S78T TBXISZ'EE OT O � � Z'8E+/9'TV- 0108+/0108- VO'STOt-VT 0H SZ'OZ pTBe„SZ'LE LT O O L'LE+/6'W O'Sot/0'S9- Er6Z60-ST SH TZ oE9x„SZrES 9T I �9N INI G rlu+/rEV- o`SL+/O'SL- OrZT90-ST HS Wt pSLE`WX„szr6T St A r06+/V'EV- 0'SL+/o'SL- OrZTSo-ST HS WtaSLVKX rZr6l VT (WOOZIO38 O L'LE+/6'8V- O'99+/o'S9- Er6Z60-ST SH TZ lc9%„SZrs ET I; V1 L'LE+/6'8V- 0'W/o'S9- Er6Z60-ST SH TZ oc9y„SZrB ZT _ L'LE+/6'8V- WW/W&9- Er6Z6o-St SH TZ lc9x OT'ES TT IUUOOlIQ38' , 1318!dW; Z6 sse�ii3 8'9E+/rLV- Z'O9+/ro9- Er6Z6o-St SH S'TE lc9x„VL OT OZ pC 0 rLE+/6'8V- 0'99+/o'S9- Er6Z60-ST SH TZ IC9X„SZrES 6 Z N 'LE+ ZTV- 0'S9+ 0'S9- Er6Z60-ST SH TZ oE9M„SZrES 8 - N m lu 'LE+/rZTV- W99+./O'S9- Er6Z60-ST SH TZ oC9y,.SZTES L = p ego m rOV+/V'EV- 0'S9+/0'S9- Er6Z6o-ST SH 6 ISLE'EXILE 9 64' m o a 0'6E+/S• - _Q'S9}/D'S9- Er6Z6O- L€S -- _----. - _ _-_ - - - -- -- I�oOb^ to All INS I I Hl�►8'- 0 L --- — - -F 0'66+/S'TS- o'S9+/0'S9- Er6Z60-ST SH SL'ST �E9�LE V r - T N3H3J.IH` 1ZI31StlW! N O'66+/S'� 0'S9+/O'S9- Er6Z60-ST SH SL'ZT tlSZ9'� LE Z T ---�- � ws �d IgJ ��d VONEr6Z60-� edAj -u bS oSZ9'OS Lt a lg Ve" _ � 06/30/2015-2:48pm gabriels VAProjects\2014-MPS\400 Wind Charts\ ReferenceW0-MPS14-4D0 Series C&C(Current).dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean _.DESIGN PRESSURES(PSF)-ZONE S INSTRUCTIONS FOR TABLE USE: Roof Tributery Area(Sq Ft Roof Tributa Area{S Ft) 1. TABLES ARE INTENDED TO DEPICT F�''HJORST CASE'PRESSURES.'WORST CASE'IS - -- DEFINED AS THE CR DITIONOF-ANY l7Nl�BT WN VARIABLE AS DESCRIBED BELOW. Height 10 15 20 25 30 SO - eight 10 15 20 25 30 35 40 45 1 50 USE OF CRITICAL CO DITIOA}$$ D FOR ITH THESE TABLES. -43.4 -42.4 -41.6 -41.1 -40.6 -4p.21 _ - --110- l -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID O Ll( - 33 GS F ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft - 0-15 ft 3.TABLES VALID F R_ LOF - &' P APPLICABLE REDUCTIONS FOR ROOF SLOPES +40.1 +39.0 +38.2 +37.7 +37.2 +%$.8 6.1 5: - +40.1 +39.0 +38.2 +37.5 +37.2 +36.8 +36.4 -46.4 +35.9 LESS THAN SO°SHA B p BY , E INEER AS A SITE SPECIFIC CONDITION. -44.0 -43.0 -42.2 -41.6 -41.1 -4 .7 _'i4p.1 -3 . -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE B i (AVE E OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 + .3 L. +36.6 6A ._ ' 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIF S -E PEAK R CHT. 5. ALWAYS ROUND OOT=1dEIGHTS O LE VALUE OR CONSERVATIVE ASSUMPTION. 44.6 -43.5 -42.8 -42.2 -41.7 -41. 9 _ .3 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 6.CALCULATE THE TRI A E OP NING IN QUESTION(HEIGHT-WIDTH)OR 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 17 ft +41.1 +40.0 1+39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.81 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +373 18 ft +41.6 1+40.5 +39-.71+39.1 +39X +38.2 +37.9 +37:5 +37.3 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, QUARE FEETysm= -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 -51.4, 0._ _ -49.2 -48,6 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 ft +43.0 +41.9 +41.1 + ; _ _ .5 +39.1 + +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 -5 .O - - 3 ' .6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 22 ft +43.4 +42.3 +41.5 + .81-1--_ 9.9 9. 9.2 +38.9 GENERAL NOTES' -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 -58.7 -56.4 -54.7 -5 .5I _ 'F5i-s -5,�8 --$0.1 -49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 23 ft +43.8 +42.7 +41.8 + .2! +40.3 99 +3`9,,5 +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -5 . .9 - 2. .2 - -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 - .2 +39.9 +39.6 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY ZS ft -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 ft -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 NOT VALID FOR HILLY TERRAIIC FACTORN INTERNAL PRESS 1.0 ORE COEFFICR FLAT IENT USE(GCONLY. THESE H)FOR USE +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -04.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 27 ft +45.3 +44.1 +43.3 +42.6 1+42.11+41.6 +41.2 +40.9 +40.6 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 - -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND COR _ ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft 8 ft COEFFICIENTS LISTED-HEREIN SHALL BED NO VERIFIED BY THE GOVERNING +45.7 +44.5 +43.6 +43.0 +42.4 +4i: - 3Y .2 +40:9-- +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM WrANRLDER.N RRANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 -4.2 __- - .1 C -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE D�N:�- ^� / ER ANY PRODUCT APPROVED 29ft +46.0 +44.8 +43.9 +43.3 +42.7 +0.31 +4 .5 L ; 29ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 5.THIS SPECIFIC RE O IS, O ED T CERTIFICATION. RE R'iA-AN�SEPARA LY,U MITI"ED TEST CRITERIA AND OTHER -50.3 -49.0 -48.2 -47.5 -47.0 -4 .5 ,5.7 .4t,4 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE #G ST'g7 TION FC)I,2MA71ON AND APPLICABILITY OF THESE TABLE 30ft 30ft VALUES WHICH IST B VE�TFIi3Fh BY IN-ACCORDANCE WITH GOVERNING CODES. +46.3 +45.1 +44.3 +43.6 +43.0 +4 .6 --Y41.8 1 +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 6.ADHERE TO ALL Cr-PRO O�mM ORDINANCES. -51.0 -49.7 -48.8 -48.2 -47.6 -4 . :7-- =4 !0 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7,NO CERTIFICATIO RE I OF THE HOST STRUCTURE. 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY P EIN,NO ADDITIONAL CERTIFICATIONS OR -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9- 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, Soo* PEAK ROOF WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAP • HEIGHT -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 ••• •***:o•••• 40 ft +49,2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR SFT(Sm).USE ZONE 5 IF AT ALL IN QESTIIQ.CONSULT MEAN • AN ENGINEER FOR A MORE SPECIFIC INTERPRETATIO Wit QUJRED. •• ROOF • -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 C-AA HE • 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 a a ••••• ••R00ll l ••• -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 I •• HFJGHT • • SOft 50ft •0000• +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 • • •• O • 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 55 ft -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 rJ I O 1 5 • ® • +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 • • ••• -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 E •*sees ® • :••• 60 f[ +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 60 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES 0 0 0 0 0• �••• M 906 O REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE tb<ENGINE�R'' G > ' o �� O INIT ISSUE GSS TSB 03/05/12 p O c • •07 m I = REV-ADJUSTED HEIGHTS GSS TSB 04!09/12 r�o l q) EXPRESS • K�0• • \ A 3 ~ REV 2014 FBC DGM TSB 06/10/15 ` A •• • 'O _ ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: •• • o•• • W a IA rz z 160 SW 12th AVENUE, SUITE 106 0 °z DESIGN LOADS FOR COMPONENTS&CLADDING y=• • z DEERFIELD BEACH, FL 33442 P,' a MASTER PLAN SHEET m z THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-06160 F:(954)354-0443 z 7J p �R AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#8885 m O �` �n ADDITIONS, R OCONSETHER MARKINGS OF GSITOTNG HSDOC DOCUMENT 7 E:HELLO@ENGINEERINGIXPRESS.COM z Z -p O PERMITTED AND INVALIDATE OUR CERTIFICATION. ASCE / 10 ENGINEERINGEXPRESS.COM 1 m f •� r y MIAWDADE - — MIAMI-DADE COUNTY E `. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECA OMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIN_&MATION Dl SIGN T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA) wwW.miem1d9de. ov/econom CGI Windows&Doors 10100 NW 2511 Street- Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 110"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 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-DadCounty, Florida, and followed by the expiration date may be displayed in advertising literature. If an;portion of the NOA is displayed,then it shall be done in its entirety. JlRF,C.T1OM- A cppy.of this entire NOA shall. be provided to the user byhe manufacturer or its distribut4m"6hall Wtvailable for inspection at the job site at the request of the Building Official. 41ij.J0k*er►ilses�(� J14-0915.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. . •.• •.• •.• . . NOA No.15-0512.10 •• AMFDA L CO NTY Expiration Date: September 22,2020 Approval Date: August 06 2015 ... ... Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . r r ` r CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 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 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 Stqtic Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory,LLC,Test • Report No.HE L-00$0-0101-10,dated 02/03/10, signed and sealed by Vinu J. ': :•: :(, iitted under NOA No.10-0510.11) .. ... .. . . . fs .. r 0:0 0�• �•� Man ,P.E. • • • Product Contro E miner . . •• • •• NOA No. 5-0512.10 . .. .. 096 . see•• •• Expiratlo Date: September 22,2020 Approval Date: August 06 2015 . . . . . . . . . . • •• •• • • • •• •• i r . CGI Windows& Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5' Edition(2014),dated 09/08/14,prepared by Al-Farooq Corporation,signed and sealed'by Javad Ahmad,P.E. (Submitted under previous NDA No.14-0915.06) 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. 14-0016.11 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 "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5t'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 under previous 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 DurasealO 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� ; .%o1jc4 of'Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their •: •': :S'eri!as:"Sentinel 110"Aluminum Single Hung Window-.L.M.I. approved on 02/05/15 •• ••: •• • &nd7eexpftlng on 09/22/20. • •:6 •••6 00: Manuel P ez, E. • • Product Control xa mer . . •• •• NOA No.15- 12.10 . .. .. see . . . •• • *00 • Expiration Date: September 22,2020 Apprdval Date: August 06 2015 ... ... B-2 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . sa 1/6• 52 1/6' 52 1/8• V • • FLANGE WIDTH WIDTH BUCK WIDTH • • • o i •••: *solo •47.f/?6; 47 7/16 47 7/16• Z q • • •••• O.Le.(FIX.NTE) FUSE MUNRNS D.L.G.(FDI. FALSE wNIINS D.LO. (FIX. LITE) C ((suRFACE APPLIED) (SUIIFACE APPLIED) • •••• 6'• :20WAX bPTIONAL. 5 1/2'MAX. 20 6•&# OPnONAL 5 1/2•MAX 20 9/18• • � A •w8wme H /� Al HEAD/S0.1 HEAD/SILLCORNERS HEAD/SLLL SPS. • •••• 4 •• •• 6 S • •• CORNERS loo., . .. o i.....'.. f • • a 5 II /, 11 a ii /. it ".3 v • lir�'i It v II `� II � v II it • • • •• � • L1•••••II o q D7 u u o p u u o i II �! g II II 7 1 1II II • II 11 p B II II O B II . ... 4 •I .. II 6 .I I. � 7 .I I. y CCCiii . . s� � •• II I. I 11 � II I. .. D II II ff M M II 11 M= M II_ _7J M Z M _ II 11 j M gig gig I I gig p II 11 Y o II II p 11 II y L II LI m� 61 II II � C2 11 11 3 TC �4Fgl N cq -47 7/16' 47 7/16' n FALSE m"'. N M iV (DACE APPLIED) 47 7/1� iv C O M D.L.O.ctvm '° DA-0.(VENO $ oPnaNAL D.L.O.(VENT) o� 50 1/4' 50 1/4' 50 1/4' d o VENT WIDTH VENT WIDTH VENT WIATFI _o FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME TYPICAL ELEVATION SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN ago OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY SPACING EXCEEDS 20 916' APPROVED WINDOWS USING MIAMI-RADE COUNTY APPROVED MULLIONS 1� B IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS THIS-PRODUCT--HAS BEEN OESIGNM AND TESTED TO,COMPLY WBFE THE-- c'9 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY INSULATING R E TNMISSILE IMPACT' $ — Lo HURRICANE ZONE (WHIZ). SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS, MUSE BE ANCHORED PROPERLY TO TO TRANSFER 1 LOADS TO THE STRUCTURE. Elan JAVADµMat PROM=REVISED }Ty + ANCHORS SHALL BE AS USTED.SPACED AS SHOWN ON DEIAILS,ANCHORS FLA. �_N 27.69 a"ft-PIYiMwhhth6FtW a 9 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. GA Ih k ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE irmionDma Q0�0 8 NOT PART OF THIS APPROVAL JUL 2015 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Dario drawing no. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS,THAT W10-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIRE MMTS OF THE FLORIDA BUILDING CODE sheet of 9 EQUAL UTES WINDOWS UNEQUAL LTES 11INDOIVS a DEMON WAD CAPACITY-PSP DMOON WAD CAPACITY-PSP Ran MEL a •BUCK mm GIA85 TYP88*kAeAt•MASS WFES•8•B•81• H MGE NYS. DUCK DIN& YALTOP LTE mA8.TYM•AWAl•OIASS TYPBB WAl• C • Wmm .+) 1NT-) DO.(4) INTj-) 1WNH HEM WIDTH HOpU •A•DN. rU40 1NL(-) 0O.(+) 'W.(-) 3 •• x-1/8' 18.1/8• • 7aO 78.0 800 88.0 W-1/8' 78• 52-1/8• 78• 38-1/4• 73A 78A BOA 65.0 0 bj ZJ 25-1/2' 0004 fyt/Y 75.0 78A 80.0 BSO 41' 79' 48' 78' 38-1/4' 754 780 80.0 BBA T �kRje a • •• •3r 21 %- 0P • 78.0 BOA 11110 26-1/r 25-1/2' 70-5/8• 78.0 7&0 80.0 850 • 49' • 48• ••••dw 75.0 80.0 85.0 31' 30• 83-5/8' 760 750 80.0 85.0 �/ 83-1/8• 52-1/8• 7" 75A 8A0 BS.O 3r 86• 3z' 84• 60• 76A 7&0 BQA 8" /S• •6 1/ *004 1/8• • 0 7" 80.0 85.0 37' 38' 53-1/2' 75,0 7110 80.0 85.0 Ct •• 95-1/2• '0 2501/r ••••am 75.0 BOA MkO 4T 4r 45-1/4• 79.0 780 pA • •• •3r 38-•y• jr 37-3Te 34 ISO 80.0 8A0 f $ N 49• • 4W • 7W 75.0 a0.0 0110 • 116-I/8• • !2•I/8• •• "A 7110 80.0 83.0 WIDTH Q m 28-1/2• 28-1/2• • 76.0 73.0 Bao 80.Q • •• •37- 5V/". •38• w�/Bo 1tlA 750 bao 8110 ; • 49' ••t ••�• • o 73.0 80.0 85.0 53-I/8' 6z-t/6• • • 751D 780 Bao SBA ••p -1/8' 8-1/8' 750 Bao 86.0 ': 28-1/Y ••• �S�1/2' 7110 79.0 MDA 85.0 v P 3r or 38' er 7SA 7&.O 80.0 85.0 x 4r 48' 760 734 80.0 88.0p SS 53-1/8' 52-1/B' 73A 76A 80.0 85.0 I 19-1/8• t8-1/8• 75A 75.0 SILO 85.0 7! a 28-1/r 25-1/r 75.0 76.0 80.0 95.0 v W 78' 3S' 78• 75.0 76.0 BOD 85.0 4r 48' 754 Tao WA MLO UNEQUAL LTTES (ORIEL TYPE) r. 53-1/8' 52-1/8• 734 76.0 Bao 88.0 t9-1/8' 18-1/8• 73.0 no W 85A y 28-1/2• 23-1/z• 75A 76A 8110 BSA 3r �• 36• 1• 76.0 no Into Bao _ S3A N a^�° 48-1/Y 45-1/2• 76A 7&0 W.0 96.0 1 TW. BUCK mm Yt'WP. Q 0 3e 2 z!i d _�_ WIDTH FLANGE FRAME o .. FLANGE BOAS BUCK DIPS 0 5� o�>r� EQUAL LEG FRAME � 2 BUCK DOS EQUAL ARES �0^911 S>s8 FIN FRAME o o Ener:.l4YAD AH18m tl 1 W712t DMS PRODUCT RBV138D FIA. [_70692 51 COMAYASwith the FbMA i .1538 WWn8AowpteneolYo�J�-0�� QQ y � � OWO NOTE: 1>am 208Q $ a GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E130O-09 (3 SEC. GUSTS) FLANGE MAPTOR FRAME 0 24�ti BYdrawing no. AND FLORIDA BUILDING COMMISSION FLANGE DNS W10-03 DECLARATORY STATEMENT DCA05-DEC-219 (sheet 2 of 9 1/W ANN.GLASS 1/8'HEAT STREWD GLASS �u • •••• 075-Interlayer073'Irdmloyer t • • •••• • • *Wax CP With PEr Core 5-0216,xCP Y/Rh 1.Core L4o •••: • ••• 4�'Footman Chemlral Co.' R%astmon Chomiaal Co.' Z •••••• -WOW IMertatrer ou%Z Intarbyet • •••• • • S•flex Clear And Cofor Glees S'aRea Clear And Cobr Glass • 'Eastman Chedcol Co.' Br'Eastman Chemical Co.' • • • 0m 090'Interl 090'InterlayerO • •••• • • *Moray SenhyGlas Kuraray SentryGlao 6 •••••• • • By'Kuraray America,Inc.'OR By'Kuroray America,I='OR •••• • • • ••• Interloyer 090'Intorloyer I. • •••• •• • • Kuraray BLdaeits PVB Kuraray Butaette PV13 VVV$$ n • • • • %'Kuraray America,Inc.' By'Kuraray America, Inc.- 00 nc.'•• • 1/8-ANN.GLASS �` 1/8-HEAT STREWD GLASS �qQT m • •••• : •• •• • SILICONE E E �y{� �tq� 4 ai • •••' DOZY CORWIG 899 a 8 Mt DOW CORNING 899 • • • DOW CORNING 995 DOW CORNING 895 b d •••• 0 0 C4 E9 E9 61 AT 1/4 POINTS ON LITES AT 1/4 POINTS ON UTES WIDEN THAN 38 WIDER THAN 30" GLASS TYPE 'AGLASS TYPE 'H' O Cj 8/18'OVERALL LAM.GLASS 5/18.OVERALL LAM.GLASS93 14x11 1/8-ANN.GLASS 1/8-HEAT SrREN'D GLASS NC 075'In�er�ayer A7S'Intarloya o r SoOez CP 1YIth PEf Gore SofNx CP With PET Co. $ IR'Eastaim Chemical Co.' BR'Eoatman Chemical Co.' GJ Z z� �+o 090'Interlayer 090'Inloriayar o- Salim:Char ArM Color Ctaea Saflex pear A�Cobr pace y U p1 8y'Eastman Chamteal Co.' By'Eastmon Chedcal Co.' to ON UK 1/4'AIR SPACE 090-Interlayer 1/4'AIR SPACE 090-Intorloyer Kuraray SentryGias Kuraray SentryGlas By'Kuraray America,Inc.'OR By'Kuroroy America, Inc.'OR O 1/8-ANN.GLASS .090'Interlc)w 090'Interiayer Kureray ButoeRe PVB 1/8-HEAT S1REN'D G1A55- Kumray Stdoe9e PV8 8y'Kuraray America,Inc.' By'Kuramy Americo,Inc.' c 1/8-ANN.GLASS 1/8-HEAT STREWD GLASS c Iola, 2! SILICONE SILICONE GE 1200 yyy�� BE 1200 g _ DOW CORNING 899 Y DOW CORNING 898 t�j Yt 7i DOT)CORMNO 995 Nt DOW CORNING 988 io•o g a XL EDGE SPACER f XL EDGE SPACER g g ST.STEEL 13Y'CARDINAL' ! ST.SHn BY'CARDINAL' o OR OR O DURASEAL BY'OUANIX C DURASEAL ITY'OUANEW W SOR UPER SPACER BY'CUANEW W SUPER SPACER BY'OUANEX' •1 gr:.IAVAD ARM PRODUCT liEtI1S$D M4 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES �, CNy U. � lyfaswilhtlmPloride g No GLASS TYPE 'Al' GLASS TYPE 'El' X38 ing CWa A reDato 0.70'OVERALL INSUL.I.M.GLASS (L.M.I ONLY) azo-OUFRAII sm.LAM.GLASS a r3 0 2015 LTade9roducl' drawing no. M ORDER To QUALIFY FOR SMALL MISSILE IMPACT RATING W1 0-03 EXTERIOR PLY OF GLASS TYPE'A1'k'Bt'MUST BE TEMPERED. sheet 3 of 9 • .T FLANGE & FLANGE ADAPTOR FRAMEM SPA" V.V MEALSTRUCTURE a �.! °: e a "' . • ° ,• Eoc�DLST.• 1YPtcrd ANCHORS r--------------------� p .a.• ••• •'•d.' a:♦ r-------------------1 .. q SEE EIEV. � � 1 I • ,.• ` a< .µ FOR SPACING p I MIM-DPDE COUNTY APPROVED I F• \ $Q I�MULLION k MULLION ANCHORS j� S ' ' ••�;i..:.:..{ • EDGE DISE. o N DISI. i SEE SEPARATE NOA 1 • •••• • 1 I EDGE M. 1 I • ••• • • • • • • • \ TYPICAL FIEV HORS ELLV.ANCHORS • •••• • • • FOR SPEAVU Ki FOR .. . Meb � • •.•• ••.4•• • 2 3/8'MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. •• • r MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SWEEP LOCK 2 3/e•Mea. TYPICAL ANCHORS: SEE ELEV.FOR SPACING n 1 OPTIONAL TO EMESS LOCKI I` X DA TAPCON BY 'RW' (Fu=12o KSI,Fy-92 KSI) AT SILL 1/4' DIA. ULTRACON BY 'ELM (F.177 KSI,FY-155 X50 O L v INTO 28Y WOOD BUCKS OR WOOD STRUCTURES O� 9 © -----��\� 1-1/2" MPI. PENETRATION INTO WOOD dl n o THRU 18Y BUCKS INTO CONIC. OR MASONRY N- O E4 WHEN USED-THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o oo v) DEPTH SHALL BE 2W. THE USE OF = O 3 a DIRECTLY INTO CONC. OR MASONRY Z_z a!E.W ! DEEPER OR BEVELED WOODBUCK5 IS i ati 1-1/4" MIN. EMBED INTO CONIC OR MASONRY z p PERMTTTED. p _ i A14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � �o� i INTO METAL STRUCTURES Q STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 1 !14 SMS DR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .M c B (NO SHIM SPACE) t S4 1 TYPICAL EDGE DISTANCE 0 ' 1 i INTO CONCRETE AND MASONRY = 2" MIN. EB INTO WOOD STRUCTURE = 1" MIN. M o g n i INTO METAL STRUCTURE 3/4" MIN. o m?&e WOOD AT-HEAD,SILL OR JAMBS SO- 0.55 MN. s m u CONCRETE AT HEAD,SILL OR JAMBS f'o = 30M PSI MIN. CO I t C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm a 2000 PSI MN. o = 1 y F.W:JAVAD AH PRODUCT REVISED a ^ Cwd m comFlyhlg wOh tho FHMdnFIA PE/70M 3539 .051EDGE . . ;o • _ .. a•.. I ANCHORS p drawing no. TYPICAL MaMRS FOR SPACING I '• ,°;im, SEE ELEV. .'w 0 201E W1 0-03 WOOD SUCK FOR SPACING etreat 4 of . .Y4•�• BUCK WIDTH 1/4'NAX. FLANGE & FLANGE ADAPTOR FRAME roy.V • • •IDM SHIMS • • 0000 .� 00 1 • • • TYPI • 1 O • �7g 0:0 0 0• 0-E�11• MR ACITVPM NG • • • • 619 ?.• FLANGE ADAPTOR FRAME $ 0000. ° S 0000.. 0000 _ m '00:00. STROP`. ! • .1.1/4'*00000 i9 �R[ 0000 _ 9 04 . ... • •. Came • • • qO #� ay ' ••.• •0• EXTERIOR � BUCKS 60 .04 .•.• 1 po �ar� • . D.L OPO. E7 0000 0 m 1/4'MAX. BUCK WIDTH 1/4'MAX SHIMS SHIMS TYPICAL ANCHORS O W ! Q to i5 SEE a". • ' TYPICAL ANCHORS i �J FOR SPACING -SEE' T r FOR SPPAACWO y __............. M ZZ� woo0 d $o WOOD SiRUCIU U o 184 p WOOD BUCKS c .. •:••�_ F O MWD-OADE COUNTY oS APPROVED MULLION BB R D:SEPDN ANCHORS ARATE NOA 1/2 • O BUCK WIDTH BUCK WIDTH INTALLAnON DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND bi e 3 0 - FLANGE ADAPTOR FRAMES. + — e I I DW;JAVr�: �AHMAD PRODUCTREVISBD t FIA.PE 76694 ss wmplTinB�i&"Plorkb i i _ _ AcoepwR No/rD 17.10 B BY drawing no. 114 x r FH.SMS J 2Q15 W10-03 sheet 5 of 8 TYPICAL �sm ` °`� STRUCTURE EQUAL LEG FRAME V 18Y FOR SPACING WOOD NdUtSt • - •a. I .. TYPICAL ANCHORS f____________________� ;a<• ••,� .° .. SEE ELEV. I r----------•'_-•_-•_-_-�I $ a< .ad e. .ems 'EDGFc.DtST.•• FOR SPACELEV. C n 1 MW11-RADE COUNTY APPROVED I Z J ••.e- e n.•''-.a ' a. a EDGE 1 I MUWON&MULLION ANCHORS ° d• E DIST. a I SEE SEPARATE NOA I I P nJ \ \ 1 i EDGE 01ST. r...:.;..... 4 tl fi Ell TYPICAL ANCHORS TYPICAL ANCHORS142 \-SEE �°t FORSPPAACING FOUR ELEV. SPACING SEE SCALL ANCHORS MM-DARE COUNTY 3 •• SPACIG APPROVED N e FOR ANCHORS • •••• •p • •• BU CIC 1/4"MA%. BUCK WIDTH BUCK WIDTH SEE SWARATE NOA WIDTH • • • SH MS e :90• • • • ••• •• • :::90 ••• • e ••• W 1 EGRESS LOCK • •66 00 0 AT SILL - • • • t • • • •• Fi ° I 1 T•'i 2LL • • 1 i • •• EB N • ° • eggs W •••••• i 1 •. E3 E8 /14 KITH.SMS, d ZZZ�`�g��( W 0000 �$ EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 1 4 IF�2 33/8'MIEN. I b B S4 ' 1 I I ea° ° 4 •. 2-3/8'MIN. .�::: - e ° \ ••8 TYPICAL ANCHORS \ o v d M8. I I �.. .•9:. ,•I a I SEE ELEV. p1 E 8 .% FOR SPACING � o E2 � Fapr.MAD AHVIW PRODUCTREVIRSD -- -- ' ChIL FLA $787.892 malldit hdmFla�dto g WHEN USED THE MIN. WOOD BUCK A8"CONO DEPTH SHALL BE 2%*. THE USE OF »ffio Et%E a DEEPER OR BEVELED WOODBUCKS IS I. .0 SIT Au&ORS - PERMITTED. Idim� drawing no. I INSPACIND L 2015 Woo--a3 WOOD BUCK sheet 8 of 9 TYPICAL ANCHORS . 0.LUSf FIN FRAME �y.V WiTIVE D1lS. NLY OSEEV� EM.OR INT.F04SHES 1 F�SPACING NOT BY CGI z o HOUSE BRAT \ TYPICAL ANCHORS: SEE Em.FOR sPACINO NOT BY CGI u ® ,#e SMs (GRAOE 2 CRS) Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c BACKSED 1-1/2' MIN. PENETRATION INTO WOOD CAULKING Mz lie Wrou .. .. o • •••• . • • •••• • �I •• ` ••• •• SWEEP LOCK 3 •••• • •• 1 OPTIONAL TO 7 • • EB EGRESS LOCK K •••• •• • AT SLL Q ^W • • • 3 ax ,� • •••• • •• WOOD STFLUCIURE 1/4•VAX --SUCK RETORT 1/4'MAX � � 4 • • © • ES NOT BY CGI GAP GAP y _ X C-1 O • •••• a„ • • 1/Y MIN. 1/2'UK Q • • 4 �NM . .... w .... z z� S=� ED i ' HOLSE WRAP i NOT BY OGI p ® EXTERIORD.L Om o•r o — — 14 - BACKBED CAULKING Q Engr.JAVAD AHYAD PRODUCT RCVISED N 1 CML of complying with Bre FIwtds q �i code HRA. � Aeceptm OUSE WRAP �w No�S•�Sl •IO g �, 1S NOT BY CGI 1 1/2• 3 �� Pcodul drawing no. 1 TYPi IAL ANCHINtS L 2015 W 9 0-03 SEE ELI FOR SPACM Sh88t D/J ITEM PART/ QUANTTfY DESCRIPTION MATERIAL MANP./5UPPUZR/RnWW v El CGI-100 I FRAME HEAD 6DW-.T8 _ E2 CGI-101 1 FRAME SILL 8083-TB E3 COI-102 2 FRAME JAYS 80&9-178 - Z J E4 CGI-103 1 MEMO RAIL 8083-T8 - 4 E5 C01-104 1 LOCK PAL 8083-T8 - tFAi EB CGI-108 1 HANDLE RAIL 6063-T8 - E7 CGI-108 2 SASH RAIL 6083-T8 - EB Cd-107 AS REG& 5/16'GLAZING BEAD 6063-TS - E9 CGI-108 AS REOD. 0.700'GLAZING HMO 8083-T8 - A a E10 CGI-108 AS REOD. FRONT FLANGE ADAPTOR 8003-TB - V p y Ell C%_110 AS REOD. NAIL FIN ADAPTOR 8083_75 - ]ry[& 19 E12 CGI-135 I FLANGE FRAME HEAD 8063-76 - E13 CGI-138 2 FLANGE FRAME JAMS 6083-TB - • •• 04 CGI-137 1 FLANGE FRAME SOL 8083-78 WOR E17 CfY-BOB OPTIONAL SCREEN FNAYE6083-T5• M1 CGI-35V AS READ. GLAZING BULB VINYL(DUROMETER 75-80 SFIORE A) PNC• •••• • o • • M2 COI-1 I1 OPTIONAL SCREW COVER PVC M3 CGI-112 AS READ. EQUAL LEO COVER/SFOY.3'LANG AT ANCHOR lAGY1R0NS PYC M4 - 2/LITE SERMO BLOCKS EPDM • •••• •••••• •••••• M9 SUPER BOOST 2/WOW. SPIRAL DALANCE - BSI OR EQUN. 7 � •••• .• • 000000 Y10 - 2/WOW. MM/TACKLE BALANCE - BSI OR EQUN. N • • M11 W232OING AS NEW. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. ai •••• •• • •••• o • • • • • M12 CGI-129 1/WOW. EGRESS LOCK ALUM. SUFLNAN 3 O W Y13 CGI-131 • •••• • •• •••• 2/WOW. HANDLE RAH.�CAP NYLON M&M = • 0000 • •.00. • ••••••000000 N14 E28018WN - D SlR.B-T SLAT PVC lll]RAFAR OR EQI11V. ME N15 CGI-133 4/WOW. SASH GLODE(SPIRAL BALANCE) NYLON M&M Iy1 n • •••••• • •• M16 CGI-130 2/WOW. SASH TOP GUIOE(SPM BALANCE) NYLON M&M o pa N M • •••• •••• ••• • M17 CGI--132 32 l/WOW. CAM LOCK ZINC TRUTH OR EMW. 2/WOW. SASH STOP.2'LONG PNC PROTOTYPE OR EOUN. z Z ^ ••.••• M20 CGI-125 2/WOW. HASH CAM(SIT BALANCE) NYLON M&M 0 2/WOW. 0/T BALANCE TAIE OUT CLP BM OR EQUN. p Y22 148-6 2/WOW. WEEP COVER NYLON AMESBURY OR EQUN M23 CGI-134 - SHL SPACER PNC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER 10 X 1 l/4'LO.PHL I+H.SYS Sr/Sr.ASSEMW.Y SCREW - - O S4 - 4/WOW. r 6 X 1/2-PH.SMS.ST ST BALANCE BRACKET SCREW SB _ WOW. /6 X V LC.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - - SB - 2/LOCK 6 X 1/2'LG.FIL SYS.9 0CI-133 &CAM LOCK c o t Ergr:Mm AFIMAD MRODUCTMVISIM e CML as camplglagaR6t thaPbrtde g }„ GW 7e582 AAC¢ePWM No ration Data $ $ �U 15 I BY Pradue! $drawing no. W10-03 j sheet g of g I -L505- 1.745 .805 1.748FJ .811 .815 t.t180 1.880 0 -� .745 065 1.245 F lyp .745 08S 1 A15 t Aie 1,385 I �,® E72 FLANGE FRAME HEAD Et FLUSH FRAME HEAD Ett NAIL FIN ADAPTER 8 b n�I• 1 5B3 a2." 1.007.7482.113�M• a879 5 1.018.a� ••• •• 1 29 VENT TOP CORNER •• •LOW cu W. MEETING RAIL FRAME TOP CORNER � v • • • • • 1.22D 8 tD •• • FLANGE FRAME SILL lJ FLUSH FRAME SILL y • •••ems 7.301 • ••0 •• 1.3D1 1.043 Jg rA • • • • �j.. • • • • 1.788 o M • • • • .088 Z_2i •••• • •• • • 08S T1P. • Typ.• 2 4ao • •• tW' t.o18 I 3 0= Z40 �0 O LACK RAIL I I I3 1A1s t.o1s FRAME BOTTOM CORNER yg VENT BOTTOM CORNER .749 .748 2.i4I8 0 2.848 2,346 Eta FLANGE FRAME JAMB OO FLUSH FRAME JAMB c A P 1882 c "'o .120 1.043 .00 .705 .090 IYP. •7� .080 TYP. 1.015 I I 52 a•� 884 - 884 E6 HAND RAIL c 14 8 o n O 5/16"GLAZING BEAD O .700"GLAZING BEAD o 1.388 Ener:MAD AW" 1 1.395 1.448 .745 1.480 PRODUCT REVISED 180 nA 70892 13 cuwptyindwaDmplmkla g CAN. 38 Dalldia6 Coda I. 3 Marytmwallo�� 61`140 050 .060 1A21 A69 tots AN 060 -f Da10 gD4D 1 1.413 Dy Dada drawing no. mil,02015 W10-Q3 O FLUSH FRAME COVER SCREW COVER O SASH RAIL E10 FLANGE ADAPTOR sheet 9 of 9 !�b M IAM 1-IDADE MIAMI-DADE COUNTY - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(7W 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wvnv.miamldaae.euy/economy CGI Windows&Doors 10100 NW 25"Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hun-icane Zone, DESCRIPTION: Series"Sentinel 130"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)",sheets 1, 1.1,2,3,4, 5 and 6 of 6,dated 01/30/10,with revision F dated 04/10/15, prepared by 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/scries, 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 be4we in its entirety. .. INSPECTION: A bppy pi t Ij ca tje,tipA* shall be provided to the user by the manufacturer or its distributors and shalLbd ava2a6"forAs;eation,5t the job site at the request of the Building Official. This NOA revises and renews NOA#14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval Ilpeurgeg rpgiltione4 aboye. The submitted dodurtenCition v4s rev bwedbJ 111abuel Perez,P.E. .. . . • • • .. . . . .. .. . . . . . / NOA No. 15-0413.03 ff�IAMIQ ECO NTY Expiration Date: September 22,2020 • Approval Date: June 25,2015 . .. 1 !S. • • • Page 1 see 0 . .. .. . .. .. CGI Windows & Doors NOTICE OF ACCEPTANCE: ' EVIDENCE SUBN[ITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2, 3,4, 5 and 6 of 6, dated 01/30/10,with revision F,dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 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 Spacer® insulating glass spacer,prepared by Certified Test Laboratolies,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 Aix 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 Ai Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up'drawings and installation diagram of a Sentinel 130 aluminum fixed windpjY,.pwp9zed.by Hv;ricane Test Laboratory, LLC,Test Report No. HTL%0080-0110,haled C;3/30/10,signed and sealed by Vinu J.Abraham,P.E. . .. . . . . ... . (SubvOte,fj rtY&NOA:Mv.1020510.13) • Manuel raminer P.E. .. . . . . . .. . . • •• •• • • • Product Contr 1 .. • .. NOA No. -0413.03 Expiration Date: September 22,2020 •;• ; ; •;•, ; :Approval Date: June 25,2015 ... . . . E-1 . . . • . . . . . . 0. • .. .. . . . .. .. CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51" Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite©PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass InterIayers"dated 0619/14, expiring on 05/21/16. 4. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5` Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No.HTL-00$0-0103-10,issued by Hurricane Test Laboratory, LLC,dated March 30, 2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted tinder NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section,dated 12/16/14,signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice.pf•&gegtanpe t4% 14;0731.05, issued to CGI Windows & Doors, for their Seriel; "Serr9rreL:1317':A1uirlinum Fixed Window — L.M.I. approved on 10/16/14 and expirlig o&kf/k: :•: ..' . ... ... ... . . • • • Manuel Pere , .E. : ' : • • •• • • : • ••: : : Product Control E m' eI• NOA No.15-0 3.03 ••• • • ••• Expiration Date: September 22,2020 • • • • Approval Date: June 25,2015 ... . E-2 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 49' �U 6 FLANGE WIDTH BUCK WIDTH FLANGE WIDTH �w o D.L.OPO. D.L.OPG. D.L.OPG. TYPI ELEVATIONS �Y o' ME 3 V MAK. 18"MAX T HEAD/SILL A SHORTER '� 8 Ai e` 'a• }W� CORNERS SIDES9.m CU .t: 1 ANCHOR SPACING SHOWN HEREIN APPLICABLE F a. TO FLANGE AND FLUSH FRAMES. 0. C, SEE SHEET 1.1 FOR FIN FRAMES. rp I n u n m $ n u a0 n n u II u u II II II II II II �C C II 11 Ci 11 II 11 11 J II II II II 11 II '=LL I� ---JL------I'---- ---'L----_11---- ----iL-----1'---- 88• Y.z'�j F$: C3 ----r------m---- ---r------m---- ----r------rc---- BUCK HEIGHT 11 n II 11 a II J • II /, II 11 /. a it /, 11 a u • • • ii �� ii ii �� ii ii �� ii D.L. OPG. lit•• = oJo •••• •-___ I •- 1mIA6 -7uur-----ru1r ----- w w wii-----1i1T J o It n 11••••• a .y� 110 ly 11 I n I, 11 II a�• � � • 1• • 1� II II l II • • _ u!!t! -- 00! —- u ---u--- Y3 _- 'I-----a--- „ • ===-Ir------n---- 00 ---- c -=Tr-----Ir--- Z - ••••• • •• �V n , n , -- -----�r--- n w u u ov� u u n II m f••• • II• • 1It 1 11 11 t4---- .00, --- Z (n u u u ❑ g n a �r----II 11 W •••• • • 1•••••• u n u n ui. • • D u u n u +I o1114110 lit n n nyr u o p� • • • 9 II II 6 n ••••• 8 Bi ;; 11 ° � • • • • FALSE NS• Ed •••• • • MIAJII • (SURFACEUNnAPPLIED) 18'MAX. 6'MAX 18"MAX. 8'MAX�' 17"MAX z z� 3 M • • • • OPTIONAL SHORTER HEAD/SILL SHORTER CORNERS STRAIGHTrn m SIDES ••••• •••• • • 1 • • SIDES CORNERS SIDES FLANGL•V MANGE ADAPTOR FRAME EQUAL LEG FRAME W,WIDTH V WINDOW WIDTH I WINDOW I I WINDOW WINDOW WIDTH WIDTH SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. I % I I I Z o S R APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 3 3 3 3 J F, c o OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DARE COUNTY L J L— —J A APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 51INDOW WIDTH WINDOW WIDTH WINDOW WIDTHWL_.W1 , AAYLITE OPENINGS: IN BETWEEN. �^j f -I D.LO. HEIGHT BUCK HEIGHT - 3.00" LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL r — I OL -ji DL.O. WIDTH BUCK WIDTH - 3.00" WILL APPLY TO ENTIRE SYSTEM. -- LAM. GLASS •°THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE % 4 � I 5b`� INSULATING LAM.GLASSREQUIREMENTS OF THE FLORIDA Bi11LDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE OWHZ). LARGE MIssILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SMALL MISSILE IMPACTLOADS TO THE STRUCTURE. Emy..IAVAD AHMAD S CIVIL. PRODUC7TREMED ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS FIA.PE j 70682 escanyYIngwilbdwFbdh S EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN.3638 Bnildh%Code Y 09 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE W NDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. 2015 A�ev /5'�¢� � NOT PART OF THIS APPROVAL SHUTTERS ARE NOT REQUIRED. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. B7 drawing no. MATERWS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Minmi Product Coldrol COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS W10-02 REQUIREMENTS OF THE FLORIDA BLDG. CODE. SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheat i of C 48' U eucK WIDTHBUCK WIDTH BUCK WIDTH TYPICAL ELEVATIONS D.L.OPG. 6'MAK 16'MAX. HEAD/ALL SIRAtGHio CORNERS SIDES ao v •t J L f �O V u n n u u u u n u u n u n ---JL-----11 JL-----'ll---- --- IL-----11---- 9v h s 4 C2 I I 11 11 It II I I BUCK WIDTH a �+ • ii ii ii ii ii '- ii � • • • n �/ u � �j n �' n 4 u �' a Di OPG. • D •• Ila ,i•fll 4 II /� II at p, /� ••••• m x O __ _J _�__ O JL__ --11---- x O _JL_-'�-1L____ o .-. • `-� -1 f II • 1• Y J 11 11 Zi -j II II m in �S+ •• as• m b ••• • I1• IIp m I II O II 11 SG.A�•fj H • iA • iF n u ii ii �0 tp w • rrs II 11 _ -- '1------u--- ¢ • --=-1r-----'1r--- -=-tr-----7r--- 3 ----Ir------Ir--- „ ••••• • i sell m ' 'DE,� ii ii ° ii ri ••• • Ila II II •••• w • Ilaaa••la 11 II • • n u u u .- u n � o ii u ii%• a ii a ••a• •• • = ilii - _---_ - D ri1r= II 11 i/ 11 II II II II II II U 4 If II JL/-- II • • lh I• 9 P 11 D O O = ____ ____ • • • • m 1 • • P•• •• It n � �N ••••• ^• 3NM1 1 •• 0.:..* • •• FALSE IUNTINS 16 MAX. 6'MAX. 18 MAX. 6'MAX. 16 MAX. 3 (SURFACE APPLIED) F • • • ! OPTIONAL STRAI(31T HFAD/SILL 5fRWGHT CORNERS STRAIGHT z Z Z ••••• •••••• • • SIDES CORNERS SIDES SIDES IJS ^=pO= •••• O FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FINFRAMES y v$. $ -a_ '13 dig _o Entp JAVAD All PRODUCTREMEDcra -p ilA PE t 7_0692 -r w6h rho Al I CAN.x536 Bwlding Code Accaplance G tion Dote MA 2D15 Mmm adaProdact nl. drawing no. W10-02 aheet�,�of 6 DESIGN TOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP W �u FLANGE DIMS. BUCX DIMS. IMASS TYPES'C'&'Cl'GLASS TYPES'D'&'Dl' FLANGE DINS. BUCK DINS. GLASSTYPES'C'&'C1'GTA93 TYPES'D'&'D1' I I p • WIDTH(W)LENGTH(L)N'E)TH(W)LENGTH(L) EXT.(+) 1M.(-) EXT.(+) 1M.(-) WIDTH(NQ LENGTH(L) WIDTH(W)LENGTH(L) E7(T.(+) 1M.(-) EXT.(+) 1M.(-) o_ 24' 23' 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 90.0 80.0 3 30' 29` 804 804 no 80.0 30' 114' 2r 113' 80.0 no 80.0 80.0 L J 38• 36' 80.0 80.0 80.0 80.0 36• 35' 73.0 73.0 80.0 80.0 42' 36. 41• . 80.0 80.0 80.0 80.0 1 41' 40' 61.4 61.4 80.0 80.0 1` 4r 80.0 80.0 no 80.0 24' 2r 80.0 80.0 80.0 80.0 , • 54' S3' 804 804 80.0 80.0 30" 120' 1• 119• 80'0 90.0 80.0 80.0 ; vn W' 59' 8D.0 80.0 80.0 80.0 35' 35' 72.4 72.4 80.0 90.0 0 p St. 60' 80.0 no 80.0 80.0 39' 1 1 38' 1 85S 65.9 80.0 80.0 8&Q� 24' 23' 804 804 6D.0 80.0 24' 23• SO.D 80.0 60.0 80.0 NO G 30 29• 80.0 804 80.0 80.0 30' 121, 28• 120• 80.0 90.0 80.0 804 VERTWIDTAND LENGTH DIMENSIONS A CAN W ORIENTED O�°Q�a�0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 6q CI 3 4/ b 36 38• 80.0 80.0 SO.D 80.0 38' 35' 72.3 72.3 80.0 60.0 fZd p) 42• �. 41• 47. 70.2 70.2 80.0 80.0 39' 38' 65.8 65.8 80.0 60.0 48• •• 47' 61.3 61.3 SO.0 804 Q • �� ••••• 53' • •• 61.3 61.3 80.0 80.0 Yip SUCH DIMS 0 •..•• 60' W. • • • 61.3 81.3 804 80.0 • 61' • 60• • 81.3 61.3 80.0 80.0 DESIGN LOAD CAPACITY-PSP H ••••• 24• • • 23' • s 80.0 80.0 80.0 80.0 FLANGE DD13. BUCK DIMS. GLASS TYPE$'C&'Cl'GIASS TYPES'D'&'D!' FLANGE FRAME a •• 30' • 29' : i.•i 80.0 80.0 80.0 80.0 WIDTH(w)LENGTH(L)WIDTH(W)LENGTH(L) EAR.(+) 1M.(-) DR.(+) 1M.(-) ; r)1 • 36' 3S' 80.0 BD.O 80.0 80.0 18-1/8' 76-1/8' 80.0 804 80.0 80.0 FLANGE DIMS L •••••1 42' a•416•'•i 41• • •.W!• 702 70.2 80.0 80.0 28-1/2' 25-1/2• 80.0 804 80.0 80.0 S ••.•1 48' • • 47' . 0000 81.3 81.3 80.0 80.0 3r26 26" '36' 80.0 80.0 80.0 80.0 BUCK DINS $ ao' ' • 000* 54' •• • 53' ••• 54.3 54.3 72.5 72.5 48• 1. 80.0 80.0 80.0 80.0 O W 60' . • • 59' • 0 489 48.8 65.1 65.1 53-1/8• 52-1/8• 90.0 80.0 80.0 804 8 J••.• 61' • •• �. ••• 469 489 65.1 05.1 at' 60• 90.0 no 80.0 60.0 4 • 24• • 23• • *000 BO.o BO.O 80.0 60.0 19-1/8' 19-1/9• 80.0 904 80.0 90.0 cV 30' 29' • 80.0 80.0 80.0 80.0 26-1/2• 25-1/2' 80.0 80.0 80.0 Bt IA EGUAL LEG FRAME •.•• • • • • N • . .•• M1 i 38' So:. • 35' 80.0 80.0 80.0 80.0 3Y 36' 804 80.0 80.0 80.0 ro w • • •• 38-3/B' 37-3/8' 4z' 4t' 702 702 80.0 80.0 q8' aY 77.1 77.1 Boo 80.0 3 • n• . •7r • euac DDes Z z ••••• 46' •••• 4Y • 61.3 91.3 80.0 80.0 53-1/8' S2-1/B' 77.1 77.1 80.0 80.0 54' ••••.• 53' 54.3 54.3 72.5 72.5 Bi' 60' 77.1 77.1 80.0 80.0 g 80' S9' 46.8 48.8 65.1 SS.t 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 U g 81' 60• 48.0 4&0 64.0 64.0 26-1/2• 25-1/2' 80.0 BOA no 60.0 0 24' 23• 80.0 80.0 60.0 60.0 1. 36• 80.0 804 60.0 60.0 (� .FIN FRAME so-s/e• JO• 297 804 804 80.0 80.0 48' 4r 49-5/8. 61.3 81.3 80.0 80.0 JB' 35' 782 7&2 80.0 80.0 53-1/8' 52-1/8 56.0 $8.0 77.4 77.4 BACK DIMS 41' �. 70.0 70.0 80.0 80.0 61' 60• 58.0 5&0 77.4 77.4 6 48' 47' 61.3 61.3 80.0 60.0 75-1/4' 74-1/4' 584 584 77.4 77.4 c $ 54' 53• 54.3 54.3 72.5 72.5 93-3/4' 92-3/4- 58.0 58.0 7&5 76.5 FLANGE ADAPTOR FRAME °m p 56' S5' 52.4 52.4 69.8 699 19-1 B' 18-1 r 80.0 80.0 80.0 80.0 v C m 24' 23• 80.0 60.0 80.0 110.0 26-1/2' 25-1/2' 80.0 80.0 804 80.0 �E DOAs 3D' 28• 80.0 no 80.0 90.0 3Y 38" 80.0 80.0 90.0 80.0 36' 97. 35• Be 75.6 75.6 80.0 80.0 48• �• 47' 81.3 61.3 80.0 80.0 42' 41' 65.2 652 80.0 80.0 53-1/8• 52-1/6• 55.3 55.3 73.7 73.7 NOTE; ae` ar 60.6 60.6 80.0 90.0 61' 60' 48.0 46.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE o° -Sg 49' 48• 59.6 59.6 60.0 80.0 75-1/4• 74-t/4' 46.5 46.5 61.9 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) m v o z4' 23' 80.0 90.0 no 860 19-t/9' 18-t/B' 80.0 90.0 904 no AND FLORIDA BUILDING COMMISSION 30• 29' 80.0 804 no 80.0 26-1/z• 25-1/2' 804 80.0 80.0 80.0 OECIARATORY STATEMENT DCA05-DEC-219 ° 36' 102' 35' toll 74.6 74.6 1 80.0 80.0 37 75 78• ' 36' 7&8 78.9 80.0 80.0 Enur:JXMD A004D PRODUCE RBVISED � 42` 41• 65.7 65.7 8a0 80.0 48' 47' 81.3 81.3 80.0 80.0Dp E'70S92 w complytn9 with the Mold& o 48' 45' 59.3 69.3 80.0 80.0 53-1/8` 52-1/8' 55.3 55.3 73.7 73.7 CAA3538 Doildlog CodeAcceptance No Q �' 24' 23' 80.0 80.0 80.0 no 61• 60' 48.0 484 64.0 64.0 &'nnion Dane JO' 29' 80.0 80.0 80.0 90.0 By 38' 10B' 35' 107' 739 739 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 do 1.1 Q 015 ten' PmdactCa Ira drOwmg nG. 42• 41• 62.4 62.4 80.0 80.0 W10-02 44' 43• 59A 59.1 80.0 80.0 street 2 of g 3/16"ANN.GLASS 3/16'HEAT STREN'D GLASS 4"V 075"Interlayer 075'Into, or a Soflex CP With PET Core Sciox CP With PET Core Eastman Chemkol Co.' OR'Eastman Chemical Co.' � 3 O J 090'Irder 7d Sattax Clear Mrd Color Mass Saf ex Clear�An 1 Color Glen Q a 0'Eastman Chemical Co.' 0'Eastman Chemical Co: I�yi aye 090'Interlayer O . DuPont SentrAlas DuPont Sentt(yGias BR'E.I.DuPont De Nomoum&Co., Inc.' O'U.DuPont De Nemoure&Co.,Inc., $ citn4 .090'Interloyer 090'Interlayer 7ry� M DuPont ButccBe PVB v C By'E.1. DuPont De Nemours &Co.,Inc.' By'EJ.DuPont Nemours& Co..Inc.' Li L11. •••••• ►•••••• •••••••••►••••••a\z"I m !��•► •• 1 iij:!t!I ' AT STREN'D GLASS 3/16'HEAT SIREN-0 GLASSIg OLL m SILICONE SILICONE GE 1200 GE DOW CORNING 889 DOW CORNING 899 DOW CORNING 995 DOW CORNING 995 O Q' �N ZWi ',ye3ts F{ N pp ••►•• • W •• • C] •►•••• • • M5 AT 1/4 POINTS ON LITES Mg AWiDER THAN ON UTES •1•• • • •••••• WIDER THAN 36" WSW •►►►• •• • ►•►4LASS TYPE ' CLASS TYPE 'D' in 2 • •• ••• ft••WV OVERALL LAV.GLASS 7/16'OVERALL I.M.GLASS = K �•••• (L.M.I. & S.M.I.) ► • 3x16"ANN.GLASS 3/16"NEXT STREN'D GLASS 3 N id ••••• • •• ••• • d O M,� • • • • 075 IntoHoyer 075'Inter)ayer z O 3 $( • •••• • • Saflex CP With PET Core saRex CP With PET Core EE Z Z • • • • By Eastman Chemical Co.' ey'Eastman Chemical Co.' cn cn ••••• •••• • • pR OR • • 090'Ilderioyar o 2 v •••• 090"Inlear A Soflex Clear And Color Glass Sotlex Clear And Color pose V o� By'Eastman Chemical Cc: By'Eastman Chemical Co.' N 3/8'NR SPACE OR 3/8'AIR SPACE OR S 090'hderkyer 090"Interlayer j SILICONE DuPont SontryGlas DuPont SentryGlae �' a0 GE 1200 3/16'HEAT STREN'D GLASS R'E.I.DuPont De Nemours&Go., Inc.' BR'E.1. DuPont De Nemours&Co.,Inc.' z al I DOW CORNING 899 3 16'HEAT STREN'D GLASS 090'Interl DOW CORNING 998 090"Interlayer / �' Lw, N DuPont Butacite PVB DuPont Butaeite PVB d x ii ij By'E.I.DuPont De Nemours& Co., Inc: By'EI.DuPont De Nemours&Co.,Inc.' W H it Ij o e jiro,Ww€ 3/18'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS M4 i! i! i o P SILICONE SRJCONm G 1E 200E $GE 1200 DOW CORNING 899 !'! DOW CORNING 899 SILICONE + DOW CORNING 985 M7 ij j! i! DOW CORNING 985 DOW CORFMNG 899 c u n d Mt .i .i!i ro ii li II DOW CORNING 995 m°goo g n ii li 11 XL EDGE SPACERi I XL EDGE SPACER +o u o W !! ! ! ST.STEEL BY'CARDINAL' i ST.STEEL BY'CARDINAL' OPTIONAL GLAZING DETAIL � OR E4 - vl t' OR DURASEAL BY'OUANEX' DURASEAL BY'OUANEX' GLASS TYPES 'Cl' & 'DSOR OR ' o i a o SUPER SPACER BY'OUANEX' Ener:ANVAD AlI AD O SUPER SPACER BY'QUANEX' GML PRODUCTItBVL310 FLA PI' 70592 reeomDlYi^8 withlha Flodde e 14 M5 AT 1/4 PO NTS ALL.SIZES M5 AT 1/4 PO NTS ALL SIZES ' IA �� 4,1110on GLASS TYPE 'CI' GLASS TYPE 'Dl' P' usnD1'OVERALL INSUL LAM.GLASS (L.M.I. ONLY) 1"OVERALL INSUL LAM.GLASS MAY 20 By & drawing no. (s.M.t.) W10-02 IN ORDER TO QUALIFY FOR SMALL.MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'Ci'&'D7' MUST BE TEMPERED. sheet 3 oT Ij TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS Yo = 3000 PSI MIN, r` TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY= 2-1/2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 20DD PSI MIN. o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 14�V" MIN. b INTO METAL STRUCTURE - 3/4" MIN. INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL qqq WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS a FLANGE FLANGE � ANCHORS FLANGE 1/4'MAX. FLANGE it a Y ,� FOR SPACING SHIMS 25Y WOOD BUCK METAL D ORTYPICAL AN HORS •> STRUCTURE Z <Q i WOOD STRSEE GQg G © I I IIM2O �S s FORSPACING „o:. TYPICAL ANCHORS SEE SPACING I li 3 .v FOR SPACING IS;� x GG11 \ {L 2 f�— E1 • • S2 0000• ° : �� fI II M2 p �t • 9.. TYPICAL•ANCHORS . SEE ELEV.4 0.00 0 �0 �•• °• FOR SPACING II I I v R N • WAD SUCK • • • Et E3 rr211 y • • 0.000• Fg w 00000 • •• •• Ow 0••••• • 0 1/$MAY 0IX 0000 • • 0000•• LL •••0• EQUAL i EG• •••• EQUAL LEG EQUAL LEG Ez EQUAL LEG N�r • 0 • 0 • n • • •••• 25Y WOOD BUCK .v M2 METAL '5.N M •0 0 0• OR STRUCTURE d O M ..... A l WOOD STRUCTURE C 1 Z o 1.1. — TYPN:AI.ANCHORS Z ••000 • E3 1�I� 00.0• M2 SFE El". •0 0 • • FOR SPACING in O m Iv� 00000 •• \N Map — — — — 0 •• I • p M3 S2 TYPICAL ANCHORS SEE ELEV. Z • i;ii FOR SPACING .o T '• E3 T! p. SEE ELEV.4 » v°• - Ij Ij AL o °. ➢ TYPICAL.AWC}iORS E3 I;ij TYPICAL ANCHORS I FOR SPACING II II SEE ELEV. WOOD BUCK FOR SPACING $ c S �•^ago WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. e S g MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0„o TYPICAL ANCHORS: SEE a".FOR SPACING 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. TAPCON BY 'ITW (Fu-120 KSI,Fy-92 KSI) INTO METAL STRUCTURES o /a" DIA. ULTRACON BY 'ELCO' (Fu-177 KSL Fy-135 KSI) STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) o ALUMINUM : 1/8"THK. MIN. (6063-TS MIN.) E"� u�L�GUO PRODUCFRBv1Sho N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) es�mP1Y�6`v1161hatrbride c MIN. PENETRATION INTO WOOD FIA.PE Tosez A2O dco N � 041 O THRU 1BY BUCKS INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Q1-1/47 MIN. EMBED IMO CONC. OR MASONRY INTO MIAMI-DADE COUNT!APPROVED MULLIONS (MIN. THK. _ .090' _IDIRECTLY IMO CONC. OR MASONRY (NO SHIM SPACE) MAY Miami P ct trot drawing no. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY W10_02 sheet 4 of B U TYPICAL INSTALLATION DETAILS � S THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW c J INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY WTD CONCRETE STRUCTURES OR INTO APPROVED MULLIONS iG 0 FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR a TYPICAL ANCHORS 1/4"MAX. ry5 SEE El" SSHIMSV j�q IR 2By WOOD BUCK FOR SPACING y<Q jl I! OWOW STRUCTURE TYPICAL ANCHORS o STRUCTURESEE B3 ES i I M2 A3 FOR�+ACpI C TYPICAL ANCHORS ; S a,o M2 SEE ELLV. U.x g�� $2 v� I \� FOR SPACB4C � C3 � <Wlafkl E2 I E8 v • • 0000 •• T 1_1/4". -- ... 0000• 52 MR. p• _ _ _ fig{ w ••••• ^.•R° N'TYPICAL AlICHORS ! M2• ' IFUDR SPACING !I li to •sY 0000 i • WOOD SUCK q 0000• • •• •• Q SZ Ow pi1- •• • • 669606 ••••• 1/ BUCK HEIGHT 1/4"MAX. • • 2 3/8`NM. 0000 •• q� N N Td • • • n • • WOOD STRUCTURE V4 :**so `� NOT BY CGI 1/2"MM. C2 1/2'MW. Q 3 t • •• �� Ez Z z ri 0000• • •• 23/. lit�Iql.••• • • • �''—� FIN FRAME M2 eACK�D yyy �'o= 00 • ` CAULKING 0 • • 00000 ice•• • `� • �� TYPICAL ANCHORS: SEE ELEv.FOR SPACING I o �8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD EI BUCK DEPTH SHALL. BE 2�". n n n THE USE OF DEEPER OR 0 € BEVELED WOODBUCKS IS PERMITTED. WRAP NOT BY•CGI E5 EXTERIOR 0$g g g Butac WIDTH _BUCK WIDTH r__= MIAMI—RADE COUNTY i I MIAMI—DADS COUNTY APPROVED I g OFf I j j I APPROVED MULLION I MULLION&MULLION ANCHORS I I &MULLON ANCHORS I I SEE SEPARATE NOA I I u a m b i - 1 SEE SEPARATE ROA 0 -- -1 I I L_______ I 1 r1 Engr: VCra PRODUCTREVISED I Tv FLA. ly . 7OW2 wCo.. T�Owith the Fluddo o . ww e A t CON04 `O�II TYPICAL ANCHORSSEE ELEV. FOR SPACING Dy DadePmdml o) dtrowing no. #14 X 1"SMS. 015 ��Q—Q2 sheet 5 01 6 2.505 ITEM PART# QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �U V E1 CGI-118 4/WDW. FLANGE FRAME 6063-T8 N .068 E2 COI-119 4/WOW. FLUSH FRAME/FIN FRAME 8083-TB - 1 912 E3 0GI-121 4/WOW. GLAZING BEAD(LAM.GLASS) 8083-TB - j 1.995 E4 CCI-123 4/WDW. GLAZING BEAD(LAM. INSUL CUSS) 6083-T6 - d .995 OBS E5 CGI-110 4/WOW. NAIL FIN ADAPTOR 8063-TB - p, . E6 CGI-109 4/WDW. FRONT FLANGE ADAPTOR 6083-T5 - 0 M1 CCI-332V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A C 1.335 M2 CGI-124 AS REOD. SCREW COVER-OPTIONAL PVC r M3 CGI-112 AS READ. FLUSH FRAME COVER FVC E1 FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE(1 X t/2 X 1/8' 6063-75 M5 - 2/LITE SETTING BLOCKS EPDM DUROMETER 85*5 SHORE A 0 41 Q g 2.SOS r.0aa S2 /10 X 1-1/4' 2/CORNER ASSEMBLY SCREW PHIL PH SATS ST/ST - 812 �f` +% 1.05 .995 OBS TYR D ••••• • • • • E2 E/FlN FR1EdE • I � a • 875 • • • .99b•• 4 1 050 •9 • 75• 0 •• • • •• ••• • • WELDED JOIN 4 C',o •••• •• • •••• AT ENDS Nom^ • 1A84 • • N • • •• •••• Q3�q ••••• VI I • t3 CLANG BEAD (LAM•VIAS4• E Z z i m Gt roti ••••• • • 120 •••••• �, ••••• • • TY I • • 1.000 .—�-.125 O 1.184--I 9I50D EI GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL GLASS) CIRCULAR WINDOWS c g g R —1.130—p-.065 C C w t4S0 RECT. OR SQUARE WINDDWS m 180 xg 1.530 1.680 sAo 050 rM, CORNER DETAILS o Q«o .050 H1.5 �auow E5 NAIL FIN ADAPTER O FLANGE ADAPTOR o IL Engr:JAVAD AHMOD PRODUCT REVISED 1 s F t.ite ply X92 as complyingwith Uw Florida CAN'3538 BuildingCode o tw Acceptance No 1 CJ- M0.3 0 29t iratianDMea b .050WSJ .050r 1.051 _T MI Prodael Con 1 drawing no. 2015 W1 0-02 OFLUSH FRAME COVER M2 SCREW COVER sheat 6 of 6 7� MIAMI. DIE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION 'DEPARTMENT OT'ltlsaC,_ i ATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD ANI?CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF' CEPTANCE OA www.miamidade.eovieconomy CGI Windows&Doors 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.*The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AM. This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than,Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 120"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: 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 "G" dated 05/02/16, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P. E., beating 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 LIMITATIONS: 1.Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per FBC requirements. 2.The Day Lite Opening's(D.L.O.)of maximum 495/s-inch(Width)by maximum 553/4-inch(Height). 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 manufaeture.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'i3O*�nqthbq 1:repeded by the words Miami-Dade County, Florida, and followed by the expiration Me nr'ai be:di1Vk3?c i in advertising literature. If any portion of the NOA is displayed,then it shall be looAn Aient�irety. a .•• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shalLL?q ar§i4able*ies2ectiorn qt ihesJob site at the request of the Building Official. This NOA revises N'Q4 M. 1.5-0s12.05 aijd tpps¢tCof this page I and evidence pages E--1,E-2 and E-3, as well as approval doctrmdn*t'men&8n8d'above,.' '.' The submitted documentation was reviewed by Jorge M.Plasencia,P.E. �MIAMIffCWOUNTY • • • 0:0 NOA No.15-0929.13 ' Expiration Date: September 22,2020 Approval Date: May 19,2016 Page 1 t a CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 10-0510.12 and I5-0512.05) 2. 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, elated 03/29/10 with revision "G" dated 05/02/16,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 201-94 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,FBC 24113.2.1,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 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. (Submitted under previous NDA 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) . . . . . . . . . . . ..• .• . . . . . . . . . ... . 006 . . . • • • • • • Jorge M.Plasencia P.E. 0*0 •• " ' • Product Control Unit Supervisor NOA No. 15-0929.13 • Expiration Date: September 22,2020 • Approval Date: May 19,2016 ••• -1 . .. .. . . . •• .• 4 , t CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(co=ximD) 4. 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 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. (Submitted under previous NOA No.15-0512.05) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2) Unifoinn Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS , 02-94 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 24113.2.1,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 51h 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 "SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/1$.. ..: : : .•. : : .•. 3. Notice d1;Ac4ta.A1eNb. 14:0423.15 issued to Eastman Chemical Company(MA) for their-490M N-6S;&i;and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. • 6 • • • • . • • Jorge M.131asencia,P.E. • •• •6 6 • • • • Product Control Unit.Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 .•• ••• Approval Date: May 19,2016 2 . ... . . . ... . . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, 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 NDA 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. 1171-0080-0102-10, 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. .. ... . . . . . .. . ••• ••• ••• . . .. . . . . • .. . .' ' ' • Jorge M.Plasencia,P.E. . • 0 •• • 06* Produet Control Unit Supervisor NOA No. 15-0929.13 • • Expiration Date: September 22,2020 • Approval Date: May 19,2016 . . . . :E-3 ... . . . 9 0 •.• TYPICAL ELEVATION ur no' p V FLANGE WIDTH BUCK WIDTH �11MI x s 1/2' 6• 5'MAX. IQ HEAD/SILL 5"MAX mi5 Z 3 TYP. N�j TTP- A J H u 5 6 MTG.sTnE $ Vit - `MTG.SfiLE $ "+"}yYYY a II II E U F tt F 6 II 6 N 6 / 6 11 ,V 1 1 i R o U Z•- • " " o • • • •• • B S ii j1 it •••••• •• �v ld ♦ ♦ C•••••• 1 •• FAISE MUNTINS • ••• 7/6' 32 7 ADDL ANCHOR REOD. RFALSE MUNTINS SD 32 7 ADD.ANCHOR REDO. �1 • (SUfLF E APPLIED) /' AT CINIER OF ALL PANELS ( ) �' 32 7/8� AT CENTER OF ALL PANGS •••••• ••• •••••�L OPG. D.L OPG. FIXED FIXED OR ABOVE OR ANEL WIDTHS OPRONAL O.L.CpG. D.L.OPG. OPERABLE 0 ABOVE 30'PANEL WIDTHS ••••• • • • B 3/B� AT HEAD/SILL 36 3/6' AT HEAD/9U. ,° • • VENT WIDTH VENT WIDTH C ••••• •• • •••• • • • • FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME ° n o • • • •• •••• mN" •••••• • ro - c J •:••.• : •••. 01116690 BUCK WIDTH �Z``� • •••• s t/z'• •• 13 5/16'MAX. 0off` 666060 •••• H u i S•TYP.. H�u m SERIES SENTINEL 120 v o g •••••• a ' MTG.SrILE oz: ALUMINUM HORIZONTAL SLIDING WINDOTP n PRODUCT REVISED DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER as complain g wph the Florida CHARTS SHOWN ON SHEETS 2 & 3. Buildings NOA-No. 15-0828.73 if ri APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Expiration Date 09/22/2020 c E2 ii F ti F OF H.R./H.R.OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY O E NPROVED BWINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS lmone Product Control ae LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL e cy _ IS �it I WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS m Y � N n INSULATING LAM. GLASS u`g 'u3 c -- N' - - n THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S JL----- — ___= - REOUwEMENTS OF THE 2014(5TH EomON)FLORIDA BUILDING CODE LARGE MISSILE IMPACT --__ ---- -^ INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). SMALL MISSILE IMPACTWOOD BUCKS BT 9fltER%MUST BE ANCHORM PROPERLY TO TRANSFER/T" LOADS TO THE STRUCTURE- u ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS �� Ia��P� •i EMBEDMENT TO BASE MATERIAL SWILL BE BEYOND WALL DRESSING OR STUCCO. �� 'VCEN3�c'•;YJ �i rS ANCHORING OR LOADING CONDITIONS ES QNS NOT SHOWN THE DETAILS ARE FALSE MUNTINS - NOT PART OF THIS APPROVAL :•• •• 32 7/6' :* h (SURFACE APPLIED) 32 71W A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. CnONAL ILL OPG. D.L on ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND MON-COMPRESSIBLE OF ;'�� o drawing no. 36 3/6' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT l AY 1 1201 i��'•. FLc"Op�' \�� W10�18 VENT wIDnl FIN FRAME REawREMENTS OFCTHE 2014T FLORIDA BUILDING GOOMATERIALS ADOLPTED MEETTHE �'�S�O��T t` �` sheat t or 11 TYPICAL ELEVATION u1' t1o• V - FLANGE VADTH FLANGE WIDTH 8' 5 1/2" a MAX. MAX. y� HEAD/SILL 5 Tl1 MAX. j HEAD ILL 5 TIP' m 9 0 q• MTG.STILE /-A-l\ Z '+ MTG.STILE \ g !�2 . �� II II lion E II F 11 It F Ef ii F It II F U H 8 II 6 11 tl 6 6 II 8 it II 8 �yyy��rt ==4P P:= O WWWW S 4 II ii ii o O Mg ii a f< 41 s d • •• II - n n „ ii ii Q W o u n � • • 0000 ••9 D ii ii �' et ii ii AUL l _ 0000•• • 5 11 11 ❑ II • • • 5 m 0000•• • ♦ ♦ ` c °P • FALK MUNRNS •••• ADOL ANCHOR REOD. FALSE MUNnNS ADW..ANCHOR REOM ^ • IS APPLIED) 24 1/2' 49 5/B' AT CENTER OF ALL PANELS (SURFACE APPLIED) 24 1/2� 49 5/8' AT CENTER OF ALL PANELS eee��iii+ •••••• OPTIQNAL D.E EPC. D.L.OPG. FIXED OR OPERABLE OPDONAL D.L OPG. D.L OPG. IFIXED OR OPERABLE I-; •••••• • ABOVE 30'PANEL WIDTHS ABOVE 3 WIDTHS 0 ••••• • • •••4' AT HEAD/SILL 28• AT HEAD/SILL •••••• •• • •• NT WIC VENT WIDTH C�j 1r • • • • • FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME ° n 8 • • • •• 0000 �NM,� 0000•• � O 17 n • • - • 0000•• • 110' c ZE C 0000•• • •• �p 1n • • • • SUCK.MOTH • 0000 51/2' 4 •• 135/16' Sgt 0 km 0 0 0 0•• Do**;/`�-L • • MAX S 5' MEAD SILL m i3 0-0m� • 7Y / \ O •••• e 6RG.5111£ ii II II E2 It F II II F O g t g p a iv m a c ii 0 PRODUCT REVISED as wm 1 Codng wkh the Florida _ FALSE MUNIINS - iSuliding e = p (SURFACE APPLM 24 1/2'♦` 49 5/8' NIOA-Mo. 15-0929.18 OPTIONAL D.L OPG. 'O.L OPG. Expiration D 0912TJ2020 28' 8 \NByvENr DTH S i 201 �� oero.: �♦ row De. s' FIN FRAME Miamt o Product ntm tdAY A AL \ 111 Ii1\1 W10-18 11 sheet�,�of�� • DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY- PSF (XO OR OX SIZES) (XO OR OX SIZES) of STD.MPG.RAIL. H.D.MPC.RAII. STD.MTG.BAH. H.D.MO.RAD, H.D.MTG.PAM Z n 3 GLASS TYPES ffl A TIM GUM TIM MASS TYPH9 61159 TIM O y FLANGE DIMS. BUCK DIMS. Ta'Al',WSI' 9'&'BL' FLANGE DIMS. BUCK DIMS. TWAI',9'&'Bl' 'B'&'BL' C k WIDTH HEIGIH wIOTH HEIGHT EXr.(+) INT.(-) ExT.(+) PLL.(-) MOTH HEIGHT WIDTH HEIGHT 26-1/2- 25-1/2" 65.0 65.0 80.0 90.0 55-3/4- 54-3/4- 65.0 55.0 80.0 90.0 610 65.0 o Q $ 37' 36' 65.0 65.0 60.0 90.0 6-15/18 26' 7-15/16 25' 65.o 65.0 a0.0 9" 65.0 55.0 53-1/8- 26- 52-1/8" 2S- 65A 65.0 80.0 90.0 63-1/2- 62-1/2- 65.0 65.0 80.0 90.0 65.0- 55.0 p LL 74' 73' 6x0 65.0 60.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 26-1/Z' 25-1/2- 65.0 65.0 80.0 90.0 8-15/16 38-3/8' -15/18 37-3/8- 65.0 65.0 80.0 90.0 65.0 6x0 GO "Ql 137' 36- BS.O 65.0 80.0 90.0 83-1/2' 82-1/Y 65.0 65.0 80.0 90.0 65.0 65.0 �y K'• 38-3/8- 37-3/8- Q LL p 4 53-1/6' 52-1/8- 65.0 65.0 60.0 90.0 55-3/4' 54-3/4' 65.0 55.0 80.0 90.0 65.0 65.0 74" 73' 65.0 6x0 80.0 90.0 -15/16 50-5/0' 7-15/16 49-5/8" - - - - a5.0 65.0 a 26-1/2' 25-1/2- 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' - - - - 6x0 65.0 a f .� ►sr 36' 65.0 ax0 80.0 90.0 55-3/4• 54-3/4- 65.0 0.0 80.0 90.0 85.0 6x0 B'3 60-5/8- 49-5/a- S e 53-1/9' 52-1/8' 65.0 95.0 60.0 90.0 8-15/16 Sr' 7-iS/16 SZ' - - - - 65.0 65.0 Q a l M 74'• •• 73' 65.0 65.0 80.0 90.0 83-1/2- 62_1/2" _ _ _ _ 6x0 65.0 0 • • 26-1/2" to** 25-1/2-0 •• 65.0 65.0 80.0 90.0 '3s� • • 37' �. • 36' ••eY 68.o fico 80.0 eaa 53-1/81 •••• sz-t/e' 6s.0 65A $0.0 90.0 ti e • 4' • 73' • .2 60.2 80.0 90.0 C rn C-7 t (1/3� (�3� � • % ii O 0 m 13,II� ..•... �� .. .. o W ....•. •.••• 0 9 ••• •• v • • .(I/2W) (1/EW) c ••••• •• • �•• • i G D • • • • OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH c1 n m •••••• 'XO OR OX' o •••••• :OP • •• • • •OPGRATINC VENTS Ta Rill 2g0F THE ENDOW WIDTH00 • •••••• •••• �X0OR 0X ' U- Y,'TYP. BUCK DIMS BUCK DRAS FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME FLANGE DOLS _I FLANGE DNS 4 P FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME S s C Y O W O O ES \�\`.�Rttl/�Yt///// O PRODUCT REVISED ascomp with the flortda ' NOTE: NOA-No. 18-09129.13 8 � GLASS CAPACITIES ON THIS*SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 09122(2020 rATE OF {� � Browing no. AND FLORIDA BUILDING COMMISSION '� !pNAL!• �` STD. MTG- RAIL: H.D. MTG, RAIL: DECLARATORY STATEMENT DCA05-DEC-219 �m a Product ontrW I4AY 1 1 2016 //s'\Q/®•' �\ wl Q- 8 sheet 2 Of 1 1 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY- PSF t■ fit/ c,�+ - (xoR SIZES) (XOX SIZES) 4 d I STD.MTG.RAIL ILD.MTG.ILUL STD.BTG,RAIL ILD.M.RAIL EA.MTC.RAIL � GLm Tim GId89 TYPYS am TYPSB CUES TYPES OGSS TYPES Z y � FLANGE DIMS. . BUCK DW. 'A'6W.'B'01' 'B'&'Bl' FLANGE DIMS. BUCK DIMS. 'A'6'Al'L'veli' 'B'k'Bl' 'C It'Bl' Q g WIDTH HEIGHT WIDTH L37-3/8' EXT.(+) 8R.(-) EXT.(+) INT.(-) WIDTH HEIGHT WID N HEIGHT EM.(+) INT.(-) E%t.(+) INT.(-) EXT.(+) INT.(-) $ L n� 74' 73' 85.0 654 80.0 90.0 74' 73' 65.0 85.0 80.0 90.0 65.0 65.0 0 106-1/4' 26" 105-1/4' 65.0 05.0 80.0 904 106-1/C 26' 105-1/4' 25' 65.0 BSA 60.0 90.0 65M 65.0 111' 110' 65.0 85.0 80.0 90.0 111' 170' 85.0 83.0 80.0 904 65.0 65.0 O 74' 73' 65.0 65.0 80.0 90.0 74' 73" 65.0 6&O 80.0 90.0 65.0 55.0 rry 106-1/4' 38-3/8' 105-1/4' 6&0 65.0 80.0 90.0 106-1/4' 38-3/8' 105-7/4' 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 O{tIW111' 170' 65.0 65.0 80.0 90.0 111' 1 110' 630 65.0 80.0 90.0 65.0 88.0 a 0.2'aWa 74' 73" 65.0 65.0 80.0 90.0 74' 73' 65.0 68.0 80.0 90.0 65.0 85.0 �, 6 106-1/4' 50 5/8' 105-1/4' 49-5/8' 65.0 65.0 80.0 90.0 106-1/4' 50-5/8' 105-1/4' 49-5/8' - - - - 654 65.0 11I' 110' 654 B&0 60.0 90.0 117' 110' - - - - 654 65.0 LL Q 74' 73" 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 804 904 630 106-f/4' 83' 105-1/d' BY 81.8 81.8 60.0 90.0 108-1/4' 63' 105-1/4' 62' - - - - 65.0 85.0 Q •111" a 710' 80.0 80.0 90.0 111 110 - 65.0 1 65.0 O • • • • • m e • • • u°I • • ` • 0 `3t ••e••• • rl}3W)• (I/3w) (1/3w) (1/4W) (1/2Yn (1/41t!) O�il •eee• ••e• : •�•• 0 CI • • • •• 3`q V)`Y •••••• e^ O -m • • • OPERATINY Y�AS•TY BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH C Z w eeeee• • •• •eeeee o • • • • 'XOX' 'XOX' � • • • • • eeeee• •e• • • • • o e•ee >1•aYP. aucic Dmfs R'nP. sucX Das 1RICK DIMS c 0 FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME IP FIANCE O1M5 FLANGE DIMS m Q FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAMEo 0 u E5 - s� / ` PRODUCT REVISED No ;s as complying with the Florida '{T = a NOTE: Du11dIn8 CCoodde GLASS CAPACITIES ON THIS SHEET ARE NOA-No. 79-0929.13 � E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 09/2212020 �� OF dye` draw ng no. AND FLORIDA BUILDING COMMISSION STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-219 I_D a roduatn rol 14AY 1 1 201 /NltnllA elteet2.1oY11 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF (XO OR OK SIZES) (XO OR OX SIZES) a MD.MO.RAI. H.D.MM.RAD. STD.MTG.PALL H.D.MTG.RAIL H.D.MTG.RAIL � 3 GIASS TYPES DUBS TYPES MASS TYPES MAKI TYPES GUS9 TYM Z °� DUCK DIMS. TVAV.'B'&'BI' '8'&'81' BUCK DIMS. 'A'&'Af',W011' IV&'8J' 0'&'01' WIDTH HDGHT EXT.(+) INT.(-) -(+) DI-(-) WIDTH HIIdR EXI.(+) Mr.(-) EXr4+) IM.(-) EXI.(+) 1Nr.(-) 25-1/2' 65.0 654 80.0 80.0 54-3/4' 65.0 0&0 80.0 80.0 65.0 654 36' 654 65.0 80.0 80.0 7-15/16 25" 65.0 65.0 804 804 654 65.0 52-1/8' 654 65.0 80.0 80.0 82-1/2' 65.0 65.0 60.0 80.0 65.0 65.0 a 73" 85.0 65.0 80.0 804 54-3/4' 65.0 65.0 80.0 80.0 854 65.0 25-1/2 654 554 80.0 B0.0 7-15/16 37-3/8' 65.0 654 804 804 654 65.0 1M� 36' 65.0 654 80.0 80.0 82-1/2' 65.0 65.0 80.0 804 654 65.0 O l�7 37-3/8' p 52-1/8' 85.0 854 80.0 80.0 34-3/4' 85.0 63.0 80.0 80.0 6§.0 65.0 73' 65.0 SO4 80.0 7-15/1 49-5/e' - - - - 654 65.0 rc - 25-1/2• 65.0 654 BOA 80.0 82-1/2' - - - - 65.0 65.0 LL y 1. 49-5/8` 65.0 85.0 80.0 80.0 54-3/4' 654 65.0 80.0 80.0 654 65.0 1 ap�p 52-1/8' 654 65.0 80.0 80.0 7-15/16 Or - - - - 65.0 85.0 !,' 65.0 65.0 80.0 80.0 52-1/2' - - - - 65.0 65.0 Ol O • • • /2' • i69 65.0 80.0 80.0 :••••: 36. .62'•i 185.0! 65.0 804 80.0 m •• 65.0 65.0 80.0 80.0 •••••• • 73� • 60.2! 60.2 80.0 80.0 (1/3W) (2/3W) C '� • ••!••• • •• !• 4 y • 00990 •• • •• •• G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 0 X n o • • • r0000 • •• •• • 'XO OR OXO ;C*4In • • • 0 OPE G VENTS T 1/2 OF THE WINDOW WIDTH Z ,4^ •• ••�••• iX0 or*Ox, U o� •••••• •••• • • • • o BOCK Dims FIN FRAME 'z Vl '��o FIN FRAME sci PRODUCTREYISBD _ = as Building Cyodge with the Florida NOTE sBuNOA-No. 15-0929.13 - b GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 020 STAMOF •• •" drawing no. AND FLORIDA BUILDING COMMISSION MAY 1 120 AzORvOP.:',�; W1p_1g STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 6�ami F e nuotOontre ;S`S/ 111111111 1 sheet 3 of 11 DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY -PSF (X0X SIZES) (XOX SIZES) d SCD.MTG.RAM H.D.MTG.RAIL STD.MTG.RAH. H.D.MTG.BAIL H31.MTG.RAIL .l •� 3 GIM TYPES Um TYPES CLAN TYPES CIM Tym GIM TYPES O b BUCK DIMS. 'A'&'11'.*11`01' 'B'&H3' BUCK DI19s,111,MS. ' Y1'.'B'&'81' '8'&'Bl' •C•&'C1' WIDTH HEIGHT M.(+) INT.(-) OR.(+) -4-) wBHH HEIGHT EER.(+) MT.(-) EXT.(+) INT.(-) w.(+) INT.(-) i4 a 73' 65.0 BSA 80.0 80.0 73' 65.0 65.0 80.0 80.0. .85.0 65.0 v 105-1/4' 25' 65.0 65.0 80.0 BILA 105-1/4' 25` 55.0 65.0 60.0 50.0 65.0 65.0 yy 110' 65.0 650 80.0 80.0 110' 65.0 65.0 80.0 50.0 65.0 65.0 LL 73' 65.0 65.0 80.0 80.0 73' BSA 65A 1 60.0 80.0 65.0 85.0 Slop 105-1/4" 37-3/8' 65.0 G&O 80.0 80.0 105-1/4' 37-3/8' 65M 65.0 60.0 80.0 65.0 65.0 e14 110' 1 65.0 1 654 804 80.0 E75' 65M 65.0 80.0 80.0 65.0 65.0 O d 73' 65.0 65.0 80.0 80.0 85.0 65.0 804 B0.0 65.0 85.0 i05-1/4' 49-5/8' 85.0 65.0 80A 80.0 49-8/B' - - - - BS.O 85.0110' 65.0 65.0 80A 80.0 - - - - 85.0 85.0 65.0 65M 60.0 50.0 654 65.0 80.0 60.0 85.0 654Z05-161 62' 80A 80.0 62' - - - - 65A 65.0t•0' BAO 60.0 804 60.0 89.0 O 0000•• •••••• • • • • C M • • • 0000• •t•••• (L/3Y� (1(3w)• 0/381 (1/`W) (I/ (1/4W) O000 0 .. 0004 • •••••09*09 00 • •0 c O ••••. OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH e 3 N 0000•• • •• ••Xi•1)i'•• 'XOX' Z�� • • • • Vo • 0000 • •• 0000•• 0000 • • • • o •00• BUCK DINS 0 ON FRAME o � 151 FIN FRAME o I N11 PRODUCT ggREVISED = 70582 '= a &1Dding Cetlowith the Florida '1 _ y NOTE: 'NO/-No. 15.0829.13 -. GLASS CAPACITIES'ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) ExpireNon Date 08122!2020 :. � n9 E4 E4 DP drowi n0. AND FLORIDA BUILDING COMMISSION By '�S�"'•••�p��G�� W10-18 . MTG. RAIL: H.D. MTG. RAIL• DECLARATORY STATEMENT DCA05-DEC-219 Miam-Dade Ye aet rent,* 14AY 1. 1 701h ��i S/ON& 'IIfI tltt sheet 3. of 11 1/8'ANN.GLASS 1/5 HEAT STREWD GLASS V 5 .075"Intedayer 075"Interloyer SafeX CP With PET Core SaOez CP With PET Core By'Eastman Chemical Co.' By'Eaetmon Chemical Co.' OR OR Z 3 090•Interlayer 090"Interlayer 1/8"HEAT STREN'D CLASS e� Sonex Clear And Color Glass SaBez Clear Ard Color Gloss By'Eastman Chemical Co.' 0'Eastman Chemical Co.' n. 075 interlayer �t�e .090'Interlayer 090"interlayer SaRex CP With PET Core SentryClas SentryGlas By'Eastman Chemical Co.' p C By'Kuraray America.Inc.' By'Kummy America, Inc.' OR OR OR 090"Interlayer O 090"Interlayer 090"Interlayer SentryGlas7 y Kummy Butacite PV8 Kuraroy Butacite FNB By'Kuraray America,Inc.' (dm By'Kuraray America,Inc.' By'Kuraroy America,Inc.' 1/6'ANN.CLASS 1/8"HEAT STREN'D GLASS 1/8"HEAT STREN'0 GLASS p 0 SILICONE SILICONE w SILICONE Qr g i ao GE 1200 Z GE 1200 i m GE 1200 Q GSI N;, DOW CORNING 899 g DOW CORNING 899 DOW CORNING 899 LL (e, • • Mt DOW CORNING 995 \ Idl IKIW COITNINC 9115 \ Ml OOW CORNING 995 Q u v 1 +i • J O 0000•• • • •••l• O O L1 C X ••6••• • • ply? � EB 0• • RI'01"OINTS ON UTE9 AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES 000000 61 • u•WIDER rAN 36' 4411 M7 WIDER TWIN 36' M7 WIDER THAN 36' O •0•••• CLAM= GLASS TYPE 'B' GLASS TYPE 'C' U w ••:•• • • 5/16'NOMINAL LAN.GLASS 5/16'NOMINAL TAM.GLASS 5/I6'NOMINAL LAM.CLASS C w 00000 •• • 0000 • • • • • UXn 00000• • •• 1/8"ANN••!••!•GLASS 1/8"HEAT STREN'D CLASS 3 N M ra • • • •N.-*1nterloyer 075"IntPET cc Safe, o^�°r C Z a°1 •••••• 0 •• •k M(Chamicol Co.' By'Eastman ChmnkPET a Care 3 p • • • • 1/8"HEAT STREN'D GLASS •• •••• _ OR 0Ry9yyy�Q��joINayer 090"Intadayer 0 0 0 0 0• 0000 s CIt@r And Color Glass Solea Clear And Color Glass U g 0 0 y'Eastman Chemical Co. By'Eostman Chemical Co.' -------------- 0000 OR OR 075"Interlayer 1/4':R,SPACE 090'Interlayer 1/4'AIR SPACE 090"Interlayer 1/4'AIT SPACE Sofiea CP With PET Core Sentrymas Senttyclas - R'Eastman Chemical Co. By'Kuraray America,Inc.' By Kuraray America,Inc.' 1/8'ANVSS DR OR .090'Interlayer $ A90'btarloyer 1/8"HEAT STREWD CLASS 090'Interlayer t/8"HEAT SIREN'D GLASS SentryGlos Kurcray Butadte PVB Kurcroy Butocite PV8 By'Kuraray America,Inc.' By'Kuromy America,Inc.' By'Kuroray America,Inc. 1/8"ANN.GLASS 1/8"HEAT STREWD GLASS 1/5 HEAT STREWD GLASS PRODUCT REVISED u g g as com Tyto8 with the Florida r9MnarnB Ca11e , SILICONE SILICONE SILICONE NOA—No. 15-0929.13 m GE 1200 = GE 1200 m GE 1200 tv�0 DOW CORNING 899 s DOW CORN NO 899 = • DOW CORNING 899 Expiration Date 0912=20 .7 M1 DOW CORNING 995 All DOW CORNING 995 M1 _ DOW CORNING 985 +d d o \� \� V, By i XL EDGE SPACER XL EDGE SPACER - XL EDGE SPACER IAlan!— aProduct ontrot m ST.STEEL BY'CARDINAL' ST.STEEL.BY'CARDINAL.' ST.STEEL BY'CARDINAL' u o v+r v ._ OR - OR - OR.. µi fit lY. DURASEAL BY'GUANOC C, DURASEAL BY'QUANEX' C OURASEAL BY'QUANOf %1 ♦II 0 OR 0 OR 0 OR `�� ,{i'�D:. a♦ SUPER SPACER BY'OUANIX' R. p SUPER SPACER BY'QUANEX' u E9 SUPER SPACER BY'QUANEX' : y SFr'•;'V♦� . W M7 AT 1/4 POINTS ALL SIZES � M7 AT 1/4 POINTS ALL SIZES � M7 AT 1/4 POINTS ALL SIZES GLASS TYPE-AV GLS3 TYPE.'Bl' GLASS TYPE 'CV -a. •*_� OF P, .9 no. 0.70"OVERALL MUL LAM.GLASS Q.7W OVERALL INSUL IAM.GLASS 0.70.OVERALL INSUL LAM.GLASS (S.M.I.) 14AY 11 20 ♦. R1on.:'�a�'. W10-1811 IN ORDER TO QUALITY FOR SMALL MISSILE IMPACT RATING ♦,,S/ON e� EXTERIOR PLY OF GLASS TYPE'Al','B1'&TV MUST SE TEMPERED. �VV7f tltlt 1 dMat 4 of TYPICAL STRUUCCTURE FLANGE & FLANGE ADAPTOR FRAME y ftu 1DY FOR SPACING � o WOOD BUCK TYPICAL ANCHORS a • .. ': ..". SEE ELEV. 2 i FOR SPACING f____—__"______--i'1 `Z '+ 1 EDGE DIST:' � >:i . �1 MWMI-OADE COUNTY APPROVED II b �d y N I I MUWON dt Ml1LU0N ANCHORS EDGE DIST. c i SEE SEPARATE HOA I I o 1 EDGE DISI o � o - E7 (�6t]4CI TYPICAL ANCHORS SMEEICAL ANCHORS 0 4 g 1 SEE SPACING ^FOR SPACING <2Z I Q 2 3/8'MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. ti MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 4 AND TRANSFER THEM TO THE BUILDING STRUCTURE ro •••• ••• • • e TYPICAL ANCHORS: SEE ELEV.FOR sPAgNc • • • • J/47 DIA ULTRACON BY 'ELCO' (1-177.1 1,155 KSI) o •••• .• • • • • v . INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 r't •• • • • ` 1-1/2" MIN. PENETRATION INTO WOOD r • • •• o -!_�.11.` _` 'CI to •••••• THRU 1 BY BUCKS INTO CONC. OR MASONRY v a •••• • ' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ••••• 0 • • O o WHEN USED THE YIN.W000 BUCK r ••• •• C��• • • nE R BEtEM SHALL�ELo'wG�BusE OFDIRECTLYDIRECTLY INTO CONC. OR MASONRY � 0 3 M •"' • • PEpImrED• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z • • • • W 014 SMS OR SELF DRILLING SCREWS (F-74 XSI.Fy-58 KSI) 'o 0000•• • • W• • • INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=l) U o •••••• • •• • • W 'n INTO METAL STRUCTURES •• •• •• STEEL : 1/8"THK. MIN. (Fy - 36 KSI MIN.) • ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) 000000 •••• • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • _ • 0000 PRODUCT REVISED TYPICAL EDGE DISTANCE as comp,yIng with the Florida n @_, E7 Building Code INTO CONCRETE AND MASONRY - 2-1/2" MIN. E W z t NOA-No 15-0929.13 INTO WOOD STRUCTURE 1" MIN. 21 INTO METAL STRUCTURE - 3/4" MIN. u i Expiration Date 0912TJ2020 $ k mg WOOD AT HEAD.SILL OR JAMBS SG - 0.55 MIN. 1 1 Mlam!-D educt Control CONCRETE AT HEAD.SILL OR JAMBS f c-3000 PSI MIN. W7 i i C-90 HOLIAW/FRIED NORMAL.WEIGHT BLOCK AT JAMBS f'm 2000 PSI MIN o o g`d o m- if t $88� WEEPHOLM o 0 0 -- _0 B p Wt = 1/4` X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH ttt ttll t+++i� END WITH PLASTIC COVER W2 - 1/8" X 1/2"WEEP SLOT AT 3-1/8" FROM EACH END �� 'B.. G ` '•. �� v die'. < W3 1/8" X 1/2"WEEP SLOT AT 3-1/8" FROM EACH END = gy EDGE TYPICAL ANCHORS :8 •TYPICAL ANCHORS q q g.®• r� drawing no. W00D BUCK , PDR SPACING ••. •9' FOR SING (AY i1 LQI � d`S' aL ��`•� W10-18 +`+nnttt t` sheet 5 or 1 t FLANGE & FLANGE ADAPTOR FRAME 0 1/4'NAY. BUCK WIDTH 1/4-MAK. p SKIMS SHS TYPICAL ANCHORS vtxr""071 VENT WIDTH SHIMS ADAPTOR FRAME 0 SEE 0FC1O O O 1/Y TYP. Q d 4 0 slogC--SCREENS OPTIONAL .•_. .. __.. ..___.._.._.._.._.._.. w000 srRucTu zo 1BYWOOD BUCKSXOX LAYOUT EXTERIOR I'mm ANCHORS SEE FLEV.FOR SPACING MIAMI-OADE COUNTY • • • APPROVED MULLION • • • •• &MUWON ANCHORS A n 6666•• 6666 SEE SEPARATE NOA O » • • • �uaL DTH BUCK WIDTH ^ •••••• O ALTERNATE E3 OO 6666•• • • • • pw • SWEEP LOCK • • • • t OPTIONAL TOj I'- • • 6666•• F-__-� Q SPRING LOCK C 6666•• • •• •• II jI � ��^o 6666•• up 666:6• • • 6666•• i- I ss CZ � 60696 •• • 6666 II y, _ • •• ••• 6 P I I SO •00.0•• 969• I 1 �Ov I I •6.9.6 • •• •6069• L -_J Q ——---- • 9.09 • 6• 0 6 0 0 6• • • • TYPICAL ANCHORS E4 606096 • • SEE ELEV.FOR SPACING © P •969 \ 1/4'MAXBUCK WIDTH IleMAX ARM SHIM , SHIMS PENT WIDTH 01111 TYPICAL ANCHORS O ' O \/ TYPICAL ANCHORS i$ SEE ELEV. SEE ELEV. FOR SPACING ; FOR SPACING „ Tv.> INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND o° o FLANGE ADAPTOR TRAMES. > 8 $ 8 METAL _ ---- - - SLRUCURE -SCREENS OPTIONAL •-••- a OENSp' � � .� — PRODUCT REVISED _ N as comPlyhlg wlfh the Florida - .-• i E6 1BY Bulldhlg Code � EXTERIOR ' WOOD BUCKS Non-ria 15-0929.13 ,•' � 1 4 Expiration Da 09/22!2020 ®• a OF r Crowing no. XO LAYOUT BY Mlam P u Control rJll�l4t.\\\�` sheet 6 of�� III,\ TYP SEE EL ANCHORS sMETAL TRUC[URE E 1(g_UAL LEG FRAME �Y.V SEE ELEY. 18Y FOR SPZNG WOOD BUCK • '-a .. TYPICAL ANCHORS T--------------------� - SEE ELEV. 'm ,r------------------ Z ^� g E°- '<d v .d° ' '•° v -EDGE DIST:' % FOR SPACING O ,1 MM-DARE GOLw'APPROVED I a }° r3Q s i 1 MUWON&MUWGN ANCHORS I I 0 t gj ° b �+ = N DOE I�SEE SEPARATE NOA y DIST. \ I EDGE I t 2 a I I DIST. Ll S E} \y SVDrypl7 $ TYPICAL ANCHORS TYPICAL ANCHORS V a ' - FFOOER�G FOUR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 4z INTO WOOD, CONCRETE OR METAL STRUCTURES TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. SEE Ea • •• FOR FN�• BUCK WIDTH 2 3/�� • • SHIMS ` C m •••.•• E1 ° • • • • •••••• * o •••••• • • • • a,a• t n 2-3/8'MIN. a w 1 Ile •••••� 0 • • pNMn = v ••••• 0000 : W • • - �• WHEN USED THE MW.WOOD BUCK C Z E cE - ....._.._.._.�.._.._..___.._.. • • • •• t; •• • • S .p DEPTH SHALL V ED THE DOSE OF MM-DARE GWNtt S O •••••• f. w o t DEEPER Wi BEVELED YRIODBUCifS 45 APPROVED MULLION O—`•' • • • 14 •• • • PERMIT=. &MUWON ANCHORS (j O EB SEE SEPARATE NOA U r •••••• • •• •• • • 5 • • • • BUCK WIDTH BUCK WIDTH v • •••• 7-7 • • •••••• •••• • • TYPICAL ANCHORS • • SEE ELEV.FOR SPACING C i •••• Fr-==T� 1 E7 I II C� u6 W2 1 I 1 �mao^� Wt MJ i W3 : -._ —.. 81 E2 \` tt-tnt 111 rr r♦ PRODUCT REVISED :. .• _ de` as"MPTIV with the FlerldaSuNdhis HOA-Mo. CCaadde15-0929.18 EDGE DIST. a °°. :• :.°CHORS •:: ¢•_ •.n.•�°�_.'g.'••I IYPiCAt ANCHORS ExPiraBon Date 09!2212020 IRS OF ;�� dravring no. •, TBf sEETYPICAL Elrv� °' ` , 1 FOR sSPPAACM By y�py '12 g '�`''FiomoP.'�� W10-18 `•WOOD BIkK .FOR SPACING Miami- a Pro not on 1 14A I '1 4 w ♦♦ts�v�"c•, �1`` •'w ♦/ � LOQ. � �t lititt sHeel 7 of� ANCHORS MSTRATNE DTLS.ONLY �off. . FIN FRAME Ur.OR INT.FINISHES FOR SPACING NOT BY CGI i t 1 1/2' HOUSE WRAP TYPICAL ANCHORS, SEE am FOR SPACING NOT BY CGI N 48 SMS (Fu=74 K9 MIN.) 11 AZ t INTO 28Y WOOD BUCKS OR WOOD STRUCTURES n <' CM 1-1/2" MIN. PENETRATION INTO WOOD O � CY�OQ �. 8�t; 1 10 z#A � N ft• •• QW ••ff0• • • • WOOD STRUCTURE 1/ MAX ,,t • 0 •go • • NOT BY CGI /GAP �CK ' t/� C I/�1 0 0 0 0•• 1/2•MIN. ,/Y ION. ; M • k •0• •00 0000• • •00 • • � _ • • M 00.00 •• •� • • V -°03 • • •w c z • .•f••.f • •� • . � E2 , 30 0 0000•• • • v��R • • • • • • t BACKBEO • ••• 0 CAULKING • r •ff•f• •f• • � tl 1 �. ....._SCREENS GPC .._.._.._.. - - .:__ -. 6 22 2 HOUSEa. j NOT BY as m m Wt I j EXTERIOR °m$a 4 �2 E2 CA�Uuwc HOUSE WRAP PRODUCT REVISED NOT BY ay >u oomplying wHh the Florida y NOa-too. 1S-0929.13 vaptretton Date 06122!2020 Q' OF ANctloRs B 14AY 1 1 2^ .'t2S,s` !�.... FGR sPacINc Imam .rr•anet entrol ,/ONldl. �``� tIIn1W W sheet 8.oT11 t>< TEEM PARr 8 QUAW= DESCRIPTION NATEIM MANP./SUPPLER/RElIAHXS 4 V y El CCI-100 FRAME JAMS 0 FIXED CUSS 6063-T6 CGI EXTRUDER F2 CGI-113 - FRAME SILL 8053-TS CGI EXTRUDER E3 CCI-102 - FRAME HEAD 6063-TG COT EXTRUDER h E4 001-103 - MEETING RAIL 6063-T6 CG)EXTRUDER 0 E5 CGI-104 - LOCK RAIL 6063-T6 CM EXTRUDER EB OM-103 - HANDLE RAIL 6083-TS Cal EXTRUDER 06 E7 CGI-106 - SASH RAIL 6063-T6 CCI EXTRUDER q` E8 CGI-107 - 5/16'GLAZING SEAQ 6083-75 CGI EXTRUDER E9 C0I-108 - 0.700'GLAZING BEAD 6063-TS CGI EXTRUDER O E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER V p Ell CGI-110 - NAIL FM ADAPTOR 6063-T6 CGI EXTRUDER O E12 CGI-135 - IF FRAME JAMB 0 FIXED GLASS 6063-TG CGI EXTRUDER 0 O E13 CGI-136 - IF FRAME HEAD 6063-T6 CCI EIORUQER Q E14 CGI-139 - TF FRAME JAMB 6063-76 CGI EXTRUDER �Iuu YY2 ELS CG]-14O - 1'MUNUN 6063-T5 CGI EXTRUDER E16 CCI-141 - 2.5'MULLION WW-76 CGI EXTRUDER 6 Z T4 6{ E17 CM::n - SCREEN FRAME 6053-TS CCI EXTRUDER 14 W r EIS CCI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 col-115 - SILL FILLER 6083-T8 CGI EXTRUDER a E20 -116 - FRAME JAMB 6063-T6 CGI EXTRUDER :00400: • E21 • 17 - HD LOCK RAIL 6063-11 CGI EXTRUDER • C •O•O• E22 CGI-138 • •- • IF FRAME SILL 6063-TS CGI EXTRUDER N • • _ • 6063-T6 CGI EXTRUDER E23O • -09 FRONT FLANGE ADAPTOR •••••• • • • 0w •• M7 CGI-382V • • _ • GLAZING BULB VINYL.(OUROMETER 75-80 SHORE A) PVC - ,O •••••• M2 CGI-111 - SCREW COVER(OPTIONAL.) PVC --ZjC ff7 M3 - 12 300 A•ORORS EQUAL LEO COVER/SHIM i PVC O ^ ••••• M4 y 0. BEAD GE1200 SILICONE SILICONE GE R to M m •••••• MS - 0.700'X 0.040'BEADI DOW 995 -SILICONE DOW NB• • 0. 0'BEAD DOW 899 SILICONE DOW • • M7 •• •�iRE SETTING BLOCK EPOM OUROMErER 8035 SHORE A •••••• O • • M8 - - PROTECTO WRAP WATERPROOFING OR EOUN. •••••• MSI 684 O - ROLLER TRACK FVC U-2 • M1 -128 O 020"SKSH ROLLER HOUSING NYLON - O • M11• •WY3201 NO • PILE WITH CENTER FW WOOL ULTRAFAB OR EON. •••••• M12 -129 • TOPER VASH EGRESS LOCK ALUM. I SULLIVAN M19 CO}131 2 PER DSH HANDLE RAIL END CAP NYLON M&M r•.1�j M74 •4391-N 1 PER SASH ANUUFT BLOCK NYLON M&M MIS OPTIONAL RETICULATED FOAM 30 PPI - - o R C MIS CGI-134 - JAMS SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 .1 PER WD. CAM LACK ZINC TRAM OR EOUN. PRODUCT REVISED MIS CGI--132 2PER WD.2' SASH STOP PVC PROTOTYPE Bidlding CInB 15witthe Florida $$$$ M19 CGI-111 D FR.HEAD SCREW COVER - PVC PROTOTYPE NOA-No, ori 15-0929.13 M20 CGI-125 2PER SASH SASH CAM(B/r BALANCE) NYLON M&M -Expiration Date 09/22/2020 a N m m M22 - VARIES -FLO WEEP COVERS PVC AMESBURY OR FAUN 19 'd- BY IBie S2 - 2 OR 3 PER CORNER !P 10 X 1 1/4'LG.PHL PH.SMS. Sr/ST.ASSEMBLY SCREW - - Pro u 1 1/4'EMBED 8-t1 1/2'I.G.PNL.PH.SMS.FIN MOM SCREW - _ -_ 11 II FAA' S4 - 4 PER W0. 8 X t/2'PH.SMS.ST/ST BALANCE BRACKET SCREW 55 2 PER WD. 8 8 X 1'LG.FHL SMS. ST/ST.SPIRAL B.ASSEMBLY - - ```Q� GQl•• �' •� X 1/2'LG FH.SMS.O CGF-133 &CAM LOCK - - •�' SSI - 4®M.RAIL TO X 4'LG.W4.PH.SMS, ST/ST.ASSEMBLY MEE11N0 RAIL SSI - 2 PER ANlTUFT 1 10 X 5/8'LG.PHL Pit SMS. ST/ST.ANTILIFT SCREW - - -*)• �}' ' y .. 1g OF dmwIng no. I4AY 1 201 0RIDR: \ W10-18 4hoN1 l 2.440 2440 2.113 .085 .a1ro-}^-� .t2o FIS.- 1.015 11 705 oso 1Yp. .los .o5n tw. Z .� § FU q 2.8482.101 085 1.301 1.601 O85 1.701 4.220 1.550 1.680 1yp. 2.548 'IYP. 1.007 - 1I___�_ J Ee 5/18'GLAZING BEAD O .700"GLAZING BEAD oq:. coi 065 1.395 R J N 1.155 1.155 Tom• 1.36e .745 E11 NAIL FIN ADAPTER 1,195 -1.449- 1.015 .aae 0 H Lots 1.o1s (>o a Eta FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL 1.486 L -f l' Q .050 .080 141 1.075 I� 1.015 1.7� � '� 1.413 �4 F.! 1.140 065 1.140 NP. F2.264 1.255 M3 FLUSH FRAME COVER M2 SCREW COVER b 1.015 1.220 0 OBO • 065 3.930 065 m • • 4.430a '• • 2.M5 3.185 • 1.043 2.865 C n •••••• • O LOCK RAIL Ei9 SILL FILLER v' . • led•• " O •••••• 1.788 Ow • • 1.450 a •• • ••• •• 180 � CN �• F •••• • 2.440 2.440 •• •• ,y�pr .� T 3 04 •••:•• • • •••••• 2.310 N ;O t'Mt ••••• ® ••FLAN( FRAME O FLUSH FRAME SILL v 3 • • • • 4.015 •� 1.220 C Z•�n • • • 2.777 • .r-2.737- OADAPTOR3 p - •••••• FLANGE • • 065 • •• OSS 1.043 U O •••••• • • • • tyP. •••••• T'p• E21 ALT. LOCK RAIL EJ • ry E • 2.505•• ••• .813 2505 2.817 1.892 6>nn 3 • •••• ggggg •TO(�P. o`p't d�� 1.000 991 .500 2.195 IM 3.237 2.737 1.015 .N, c;� ° Ela FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) �J it 911 1.043 �aggg; t 8�S$� O HANDLE RAIL *025 -- �lPg 2•� .065 1YP. 2505 .085 7YP. �� P•' GEp1S�••,• g11i � PRODUCT REVISED 1.015 1.015 5 as�omplying wlth the flwMo Oding Coda 5-0828.1$Explratton Dat•09/2212020 AZORtOP.�•\� 14AY 1 1 20 M a roduat n ro s/Q��,�1% t2 FLANGE FRAME JAMB (FIXED) El FLUSH FRAME JAMB (FIXED) O SASH RAIL 7111111111 sheet 10 of 11 WS2 1 ,tet 1- IL u. i O Gyp p&oa0 ea sou • •••• FRAME TOP CORNER c ••••• ° •••••• • ZEM TOPvBOTTOM�ORNERS - 52 O w v • �n O •••••• • • fib ••••• • • •••••• // oNn J� ••a••• • •• •••• / S O— © o coY odq g � — t\111 11 JI FRAME BOTTOM CORNER ��```J�� ,�� o •� •V i n PRODUCT REVISEDC as a nplylns with the Florida Building ode _"lf C •;�— � i3i HOA-Ma. 15-0929.13 i Ex Iratlnn Date 0912=020 ' P OF %' � Browingno. By '�s'•••° P•'��°�' wI o—1 8 nXXED WG. RAIL CORNER Miami-D Product Control I4AI 1 1201 %s/Q JJJII ttt sheet 11�11 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION _ 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DFVi ION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.Rov/economy CGI Windows&Doors,Inc. 10100 N.W.25ts Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (1n 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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"160 Sentinel'Aluminum Outswing glazed Doors w/wo Sidelites-LAE APPROVAL DOCUMENT:Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, 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 Limitations: 1. See Design Pressure ratings single and double doors in sheets 1&2,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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-he frovidgd to the uppr by the manufacturer or its distributors and shall be available for inspection at the job side at t1p;etLue�t of th®BLllding Official. This NOA revises#13-0226.06 consists of tliisAck grid eviierfoce Dages E-I&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Isha j .Chanda,P.E. • •• •• • NOA No. 14-1015.04 MIAMMADE COUNTY •• • • • •• Expiratiop Date: August OS,201$ Approval Date: August 13,2015 ... . . • • ••• • • Pagel pC_ . . . . . . . . . . CGI Windows&Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#13-0226.06) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF,sill S-I only) 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 24113.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc.,Test Report No.ATLSF-1218.01-12 dated 02/11/2013,signed and sealed by Henry Hatem,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 manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC(sample#3)dated 04/16/2015, signed and sealed by Ramesh Patel,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(51h Edition),prepared by Al Farooq Corporation,dated 10/06/2014,05/19/15 and last revised on AUG 04,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02,-04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their "DuPont Sentry Glass ®Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex clear&color glass interlayer",expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer w/PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5a`Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum!Mere,as partjpfthe.gbove referenced test reports. G. OTHER •' • ' • • . .. . . . . ... . 1. This file NOA revises# 13 022'�B 06,expir !j0§/0&f 8. 2. Test proposals approved dated 12/16/14&#12-0553,dated 04/25/112 approved by RER. • • Ishaq I.Chanda,P.E. ••• :• •.• •.' •.• Product Control Examiner NOA No 14-1015.04 ••• • • ••• • Expiration Date:August 08,2018 • • • Approval Date: August 13,2015 . .. .• . . .. .. ... . . . ... . . 37_1/4" 72' DOOR FRAME%MTH DOOR FRAME WIDTH READ ANCHORS AT STME ENDS J 2 ANCHORS Q8UANTITY CHART 7A RT 6"MAXTYPE'A' 'B'OR'C' ASEE CHART FOR QUANTITY ANCHOR TYPE HN� AT STILE ENDHEAD/SILL 3• 3 'e' ( CORNERS SHIM 'A' r'G 1/4" 4 4 4 8 8 7 D ►RDDU_C rRtevU!DMo LOCK OPTIONS_ SEE SHEET 9ftaft FbeY1 ZQF0Na`l(' Jim nod �$tt1ii��yg�s gggg$$ u I3A - • •� D I ' I 11 m i'2e(Pi '•' a • �• •• •\Irl • i \\ i II/ •• •• 0 •-i �• I I - • •••w•i\ i \ i I / iI � O � •• •• •• a ••'•• i \ i / ri N<� SERIES SENTINEL 180 3f 4 •• :• • �1R2• •. I ACTIVE I I_ = ALUMINUM OUTSWING DOOR W1 SIDELITES C4 0N� •••• • ••• t7ANCHCFtS APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (xX) LEAF DOORS p • • ••s OR WITHOUT SIDELITES. 03• • SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. Zz•• • • ••3i•1 f2i 0 Pi 23 1/2" SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACIRES. �O-i{SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. Y4•• O 2 ANCHO S O.L OPO.• • •• •a 2ANTYPE.B SEE SHEET 4 FOR SIDELITE TO DOOR MUWON CAPACITY.AT SILLS�� SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY•••• • •• FALSE MUNTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. • • • • AT STP ENDS MAY BE USED ••• •• •0000 TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 46060 ( X ) ( XX ) REQUIREMENTS OF THE CURRENT FlDRImA BUILDING CODE INCLUDING HIGH VELOCITY a HURRICANE ZONE(HVFR). + $ DOOR OPTIONS 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO R TRANSFER LOADS TO THE STRUCTURE. DOORS LOAD CAPACITY-PSF DOORS LOAD CAPACITY-PSF ANCHORS SHALT_BE AS LISTEO, SPACED AS SHOWN ON DETAILS, ANCHORS SINGLE DOORS (X) DOUBLE(XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR ONS, TAR. or INSUL-IAM, DOOR DIMS. LAM.or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME*) WL(-) FRAME LEAF FRAME EXL(+) IM.(-) ARE NOT PART OF THIS APPROVAL c WIDTH WIDTH HEIGHT WIDTH WID1H HEIGHT - m 96' 80 39' 80 72' A LOAD DURATION DI ESE IS USED IN A3MN OF ANCHORS INTO WOOD ONLY. $ _ -98' - _-80.-_ _ 35' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEfAL SCRF]YS,THAT COME INTO o<m v 0 NOTE CONTACT WITH OTHER DISSIMILAR MATERIALS$HALL MEET THE REQUIREMENTS o VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG. CODE. NOTE: En,JAVAO AHMAD : Q FLUSH BOLTS AND LOCKS MUST BE CML 43 EIVGWM TO HEAD AND SILL DURING DOOR D.L.O. DIMS. FLA PE/70M a PERIODS OF HURRICANE WARNING. I CIA. '3S'•� D.L.O. HEIGHT = FRAME HEIGHT - 12.875° NOTE: D.L.o. WIDTH (x DOORS) - FRAME WIDTH - 13.75° -2015 GLASS CAPACITIES ON THIS SHEET ARE D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 25)/2 l'AUG o BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W9 3-01 DECLARATORY STATEMENT DCA05-DEC-219 SHUTTERS ARE NOT REWIRED. sheet 1 of 11 37-1/4- 72' z DOOR FRAME VADTH DOOR FRAME'MOTH READ ANCHORS AT STILE ENDS2 ANCHORS O B`MAX. TYPE'A'', 'Er OR'C' SEE CHART FOR QUANTITY ANCHOR CHART �. HEAD/SILL 3" AT STILE ENDS HEAD/SILL 3' S. 3' ANCHOR TYPE (14;! a CORNERS CORNERS -- SHIM 'A' 'B' 'D' A - A 1/4' 4 4 4 8 I II V e� Ito 1 1 I �4 a� �I i • • '1Y� ' m °° LOCH OPTIONS ;, • J • j SEE SHEEP 9 •• W •• • 11 ^ M O __k_ N •• II 1 � II 0*4 Ge 06 ol gown wj \u \ � •• • • � i \ i �/ J'�?DIICtREV�ED �� •• •• •• ••i • ==yt\ i \ { -d II_ 4H4roaew�u�wortt. y� •• �• • ,�aaFF • • ° \ i \\ i i // ii AeiglrnN► - 0/ 'o`/ SllIca • •• • • ^Y�Z• II j 11 II N 4 g Oaf I :06 • • Z Z�7•• • ACTIVE ACTPIE - \n., f ••• •• • •• �•••• B -- B UCd •• •••••• • •• 23 I/2` $ 23 1/2' 23 1/2' d • • • • D.L.OPO. 2 ANCHORS OL OPG. D.L.OPG. ••• •• •••• • • TYPAT S�£ � 4 ANCHORS SURFACE APPLIED • 0000• AT STILE ENDS MAY BETYPE V FALSE USED TYPICAL ELEVATION FOR 3 HINGE DOOR TYPQL ELEVATI N FOR 3 HWGE DOOR X) ( XX ) NOTE: SEE SHEET 1 FOR DOOR CAPACMES n eu^ �g�g11 C<m U O Ener.JAVAD ARMFLA- CIVIL PE •o Q CLN. 838 droving no. wt 3-a� VAQ 3nee1 z or t t 144'MAX. 0 371/8' 38' 72' 38' th SIDELRE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDEIRE WID SEE CHART FOR OUANTRI' •••• •••••: ••.•.•..•( S•••EE Nm�' G))H ••• - FG(% H ^�� Ol wZs „m�C' H FG % J /A\/•\///'/mWi�=3\/E'/ Ii iIII I II1III iI1 II1 \==/\1_=L'_=_maBI1i1I11II1xI1'i1I1 1IiI1/=_\-J-`1 _ - I==-===kaLIiHiIIIIIII{I iFIIIII I_l -_= H E A'AD'ANCHORS 8'MAX. MAX. 8" AT STILE&MDCd D'-CSQUANM H ANcaoa TYPECORRS CORNERSSHIM 1/4' 4 ' t 0�fLL8,�ail7,( �C N0ZUyQ�� a 1/2' 7 CY 1L 000 LOCH ONS ASENERSAMEn� TLOON•• SEE9 SHEETS 1 &21 • •• •0 ••• • •• 0. 1•• 000 • 00 0 • N • •• •0•• •• ••• • ACTIVE =anmv114•0 ••• 0 00 •0000• 1 d 0000 ••• • •• ••• •••• • • 31 1/8' 31 1/8' 23 1/2' 23 1/2' 31 1/9 •••••• D.L.OPO. D.L.OPO. D.L.OPG. D.L. PG. DA.OP . DESIGN LOAD SUWACI6 APULD 4 ANCHORS FALSE MUNTINS STATIONARY PANEL(o) TYPE'S' MAY BE USED SIDELTE FRAME OTE TYPICALVOAT STILE AND WIDTH HEIGHT MULLION ENDS ) B INCHES INCHES TNT; Z0 3 8 B 7 'r SIDELM OPTIONS !•HODUCTREVL48D I.1 89 24 80.0 80.0 witr 14 No" I. ET 1! 1 11124001111 a 30 80.0 80.0 33 80.0 80.0 DUee O,S•o sa 80.0 90.0 CLIA.. 37-1/8 77.8 77.9 IMT► IM8 ndm ca•Uml 39 73.8 731 SIDELITE D.LO. DIMS. o°>� f^ 42 98.8 98.8 D.L.O.-HEIGHT = FRAME HIMHT --12.875' - 24 80.0 W.0 D.LO. WIDTH - SIDELITE WIDTH - 8" STAND ALONE SIDELITE ONLY 30 80.0 80.0 D.L.O.WIDTH - SIDELITE WIDTH - 4.875 SIDEUTE TO DOOR ONLY 33 90 B0.0 80.0 n '� 38 80.0 80.0 EW.JAVA MAD � go 37-1/8 77.8 77.8 FU.PE/___70982 u `y 39 731 73.8 3aie 24 90.0 80.0 g 30 80.0 80.0 33 u Boa 80.0 AU D15 drawing no. 39 a.0 90.o W13-01 37-1/8 77.9 77.9 sheet oi)T DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR �V DOOR SIDEUfEFRAME SIDELITE SIDELITE FRAME SIDEUTE FRAME SIDELITE FRAME /!9 SIDELITE LEAF FRAME SmBLTtE 70 DOOR MUIJION WIDTH WIDTH WIDTH - WIDTH WIDTH WIDTH - WIDTH WIDTH 4Y WIDTH WIDTH HEIGHT (SEE NOTE 8EL0W) ` INCHES INCHES INCHES ExL(+) INT.(-) O 24 80.0 80.0 30 80.0 80.0 33 35 84 80.0 80.0 38 60.0 80.0 37-1/8 77.8 77.8 39 73.8 739 42 1 1 88.8 88.8 24 80.0 80.0 404 30 80.0 Bob (xo) (oxo) (xox) 1146 33 35 90 80.0 80.0 ( ) OX 38 80.0 80.0 Ile 37-1/8 77.8 77.8 SIDELITE DOOR FRAME SIDELITE DO#t FRAME SIDELITE 39 • •• 739 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH 24 • ••.• 8D•0 80.0 o •• •630 35 9161 OW 0 080.0 / \ •••••••• 1 WAD •••• 0.•0 0.•••0• 0•000.00•00 ••80.050.do /1 ••• • 7737x/8 7'P8 .8 ••• •. •• o13 • •►• • • o • • • 00 0000 (\ •• .•• MULLION '�XxO; `DOOR STILE (�O) S 9 N M • • •• •• END ANCHORS END ANCHORS PRODUCPREVISED i d c O l0I 1 SEE SHEET 3 SEE SHEET 1 • er b'with Ore fury Z Z d ly-IaIS.o�{ $-., •... • . 0 Owe ataee No t5;9 000 AMM Ott C O LEAF WIDTH I SIDEUTE WIDTH DOOR FRAME WIDTH y c SINGLE((X)37'MAX. e DOUBLE(XX)72'MAX. SIDELM TO DOOR c [Nc;TRI cT1g= NOTE: $ USE CHARTS AS FOLLOWS. GLASS CAPACITIES ON THIS SHEET ARE $ - BASED ON ASTM E13OD-09 (3 SEC. GUSTS) <m o 1 SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM AND FLORIDA BUILDING COMMISSION TABLES ON SHEET I. DECLARATORY STATEMENT DCAO5-DEC-219 n .o 2. SELECT LOWER OF SIDELITE TO DOOR MULUON CAPACITY FROM TABLE ABOVE. F- JAVra MAD L 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY FL.CAN PE W2 0 TO ENTIRE SYSTEM. y Vin•:- drawing no. W13-01 (shoot 4 of 11 z � 0 F� V as 3/1V TEMPERED GLASS 3/8'AIR SPACE 3/18'ANN.GLASS 3/18'HEAT STREN'D GLASS 3/16'ANNEALED GLASS • .075'Soflex CP With PET Core 075'SoRwx CP With PET Core 075'Safiex CP Vdh PET Core • .00. •••• •By'ivitrnan Chemical Co: By'Eastman Chemical Co.' By'Eastman Chemical Co.' • • •• ••• • OW Stflex Clear And Color Gloss 090'Sallex Clear And Color pass 090'Sallex dear And Color Glass N • • • �,'EaetRlon chemical Co.' KWIUAYERS By'Eaatmon Chemical Co.' INTERLAYERS By'Eastman Chemical Co.' ?1 •• ••• • 0 • .090"KI•arcy SenhyGbs 090'Kurorcy Sentrydus .090'Kuroray SentryGlas ai • • S}'Kursay America.Inc.' By'Kurcray America.Inc.' By'Kurcray Americo. Inc.' 9g • • cr�e � rymtactIX • ••• • �'KWVq America.Inc.' By'KurraAmerica,We By'KumaAa, co 4••fM� 3/18'HEAT STREN'0 OIASS • ••• 3/f 8"HEAT SDiEN'0 GLASS aL •• 096 /16'SUCOANN• ia!• :*6 •• D ,*,�fl9S ��WOOw- CORNQIG 995 �CORNING 995 � f pQ�sSY ��j N O •• 000• • •• �1��^!�!r!!+1�j H90 DOWN CORNING 898 DOWNING 899 S��t•�Ilk wb it SA N�r4d! 1141111101111180 Dow •• • 1 I ��••••• 14 \ < i I II \ CZ� • , I I ' XL EDGE SPACER o` / / \ r � WLL STEEL BY'CARD ' RASEAL BY'Ol1ANEX' ORsLIPER SPACER BY'GwNEx' 28 AT 1/4 POINTS 28 AT 1/4 POINTS 2B AT 1/4 P0947S o¢ n g 7/18" LAM. GLASS 7/16" LAM. GLASS 1" OVERALL INSUL. LAM. GLASS c GLAZING OPTIONS .a S a m n a n_ Enon JAYAO AHM ° CIVIL e FIA A 70592 CA. 353f! g 1 5 206 drawing no. W13-01 sheet 5 Of 11 EDGE DIST. lay 110OD BUCK OR w00D DUCK 4 u TYPICAL ANCHORS DG DIST. OR 1� SEE ELEVATIONS , '. .. SEE OTE SHEET 1 MOOD STRUCTURE METAL IO q FOR SPACDiG 'CONFIDE'. SEE NOTE SHEET 1 STRUCTURE a9 •.„ .. ;a EDGE EDGE DIST. ; e DONOR —� F s� t y I I I i N ilii iv o 15 qqq o g9 8 A I i i I 21 \a � � �to � �� TYPICAL ANCHORS n VVV J I I t 12 TYPICAL ANCHORS - J SEE ELEVATIONS 141 I 1Ir^tl i 13 SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING d d FOR SPACING SEE SPACINELEVATIG INS 01r I L I I FOR SPACING W a I i i I jl MVJII-RADE COUNTY APPROVED Hj Vj I I I I NEE MULLION I I I I I SFE SEPARATE NOA H }ill • •• _ W000 BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS i1 H� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM IL--------- ------- AND -----;) • • ••••• •• AND TRANSFER THEM TO THE BUILDING STRUCTURE. ------- • • 1 •••• i ze TYPICAL ANCHORS: SEE ttEv. FOR SPACING o � • • • ••• TYPE 'A'- IX DIA. ULTRACON BY 'ELCO' (Fw177 KSI.FY-155 KSI) � to • MIN. LENGTH - 2-314' TYPICAL ANCHORS at •• • • ••••: ••••• INTO 29Y WOOD BUCKS OR WOOD STRUCTURES ACINSEE G O w • • • • • ••••• 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) a •• 1L • • • •••• THRU 1 BY BUCKS INTO CONC. OR MASONRY • Q • �' •O•• 8000• 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) n ie �• 111W �_ A 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) "In I •• TYPE 'B'- Ile DIA. ULTRACON BY 'ELCO' (Fu-177 K9,Fp155 KSI) Z z •• • I ••••• MIN. LENGTH - 2-3/4' 3 0 • • I - • • •• ••• DIRECTLY INTO CONC. OR MASONRY •• • • 0000 • 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) U o m • ' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ►II ucrpEvn= ze TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) IY •u►The BIot1Y hillubsmit INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81 A-Vbwwl.( -Q =011 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) samilsom Dae STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) Yta gC°Wd ° P (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I I I tH l i i i TYPICAL EDGE DSSTANCE • I I I I INTO CONCRETE AND MASONRY = 2-1/2" MIN. ®� I INTO WOOD STRUCTURE = 1" MIN. • g o O i ice- i INTO METAL STRUCTURE = 3/4' MIN. 8 t i I O WOOD AT HEAD OR JAMBS SO - 0.88 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc -3000 PSI MIN. a C-BO HOLLOW/FILLED BLDCK AT JAMBS I'm - 2000 PSI MIN. n E.V. l ARM 1 L J ANCHORS MAY BE HEX OR FLAT HEAD. CIVIL FLA.PE 1 7089z ° CAN. aDNcgEre ; a e I d SEALAM: • ° c TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 5 2011 EDGE DIST. SEE ELEYAMONS GE SCS2000 SILICONE SEALANT. drawing no. FOR SPACING DOOR DETAILS W13-01 sheet 8 of 11 V�V � 3/8'NAX. 3/8'MAX SHIN © © SHIM Z 3 2 1BY WOOD BUCK 0 .SEE NOTE SHEET 1 ACTIVE LEAF •i ' TYPICAL.ANCHORS g at a TYPICAL.ANCHORS ' SEE SPACING SEE air, " ��- FOR SPACING h. FOR SPACING . r P " • • 25 O.L OPG. •'e' � �� • • METAL ;• • •a EXTERIOR A sbpkaow a 03f • ••••STRUCFURE LEAF WIDTH 3 POINT LOCK r lute • • • • • WITH DEAD BOLT •••• • SEE SHEEP 9 tG� aw • •••• • DOOR FPAME WIDTH ►ad Ca•W • • 0000•• $ � 0000•• • •• •• O 0000•• • • 0000• • • 0000•• 3/8'MAX. G 09000 •• • 0000 SHIM • • c •••••• SH16T.. © •0 9• 1: WITH DEW BDLT WOOD BUCK a �N M_1 • • .: .•: •••• SEE SHEET 9 WOOD snWCTURE O M CONCRETE• • FLUSH BOLT 513:NOTE SHEEP 1 •• ••• OR••''•'i• Zz� • MASONWA, ACTIVE LEAP INACTIVE LEAF 3 OO ,•inti• • •• 19 •Tl •• WAL AN 0. 2z R%14 ••• : 24 + 18 U g FOR SPACI •_ �� • e j °g�R�gg� ••'•.-. TYPICAL ANCHORS g g(5 -. T D.L OPO. 7 7 7 FSEE OR ELEV.SPACNG 19 O.L OPO. LEAF WIDTH EXTERIOR t.EAF WIDTH DOOR FRAME WIDTH o n E.gr JA�LAHMAD FULPE 1 70592 v M 7539 q Lt jj droving no. A 057.015 W13-07 DOOR DETAILS sheet 7 of 11 TYPICAL ANCHORS SEE ELEVATIONS Q .;4DOE•DIST.- e. Fqt SPACING ns ��.aC(1NCREfE. ;.• Z 3 CONCRETE.'.Q H `1••• . . o •.• • 29 3/8'WAX.-, O O d m •• ••• • • MATING JMIB FASTENERS ^ • S • • g 2 FOR LOCATIONS D • • • •.••• • 19 SEE DOOR JAMB SPACING • i CONCRETE ,7 ON SHEETS, B 2 •• •.• • •• • OR MAS W • • • • • • F . w •• •••• a� �. M .'. so 00 O • - -_- -_ --_ __ g z� •• ••. o • • •...•• 1� •a, ' • • . •004 y OO • 4.. EXTERIOR o 004 0: 000 seed D.L. LEAF WIDTH OPG. SIDELRE WIDTH OR FRAME WIDTH g II 28 MAX SINGLE(X) 72'•MAX.DOUBLE(XX) C R FRAME WIDTH O RBR R TYPICAL ANCHORS I R 4'LONG SEE ELEV. LAPPLY SEALANT Ad�AODi,CPRmw 3 FOR SPACING BEFORE MATING ` .fH BK ileil�l Aaeptake Nu a e/ D/ •OY � •^o Lykulw D•It O g FM — - NOTE: LIMIT SHllg TO MMSTRUCTURE Ar�RhdBS TO 3/8" ip tSL.� Meal c a m b c 12 O ,3 = En9r.JAYAD AFUfAD CNIL a FFC 70892 o n AX a . CONCRETE; drawing no. o. c EDGE DIST. TYPICAL ANCHORS W13-01 SEE ELEVATIONS SIDELITE DETAILS FOR SPACING sheet $Of TT ' �IrV I3 BILL OF MATERIALS EXTRUSIONS MISCELLANEOUS Z $ J ITEM 1 PART He DESLBIPTON MATERM IWA6'. ROM nu F cm W7Ho DESQgP= MATERIAL NANIP. REK= 1 fXil-189 rRNA'HEAD AN SILL 60W-T6 CGI E>RMME& a Ml8 xC-kw ME GAM rm AnSM OR EM14" z 2 C6I-190 ERNE m own CGI EKf(MDFR 22 N6 32054 350 Fm GASKET FRAM 3 cu-1% Mm HEAD Mm SILL 6063-T6 CM CURIM 23 MS W33226 187 x=YEATHTRS O P&E V/CEMER FIM Tlm IdTRAFAR DR Em 4 09-147 rREE STLVA SIDE7.ITE JAMB 606346 CGT EKtR= 24 MB V3332M(6 187 S 500 HO PILE V'STRNN ,MIL W FIN tuRAFAB OR EMMV S COI-198 MTN SMELTTE JW 6063-T6 CGI DaRLMER F9 H9 CH-108-3 WRZ(4 Ur K P) ALLN" cm-CUSif81 6 CGI-193 PANEL 1UP ANO BOTTI M RAIL 68W-T6. CGI DOMER 23A *0 ABB0Oi1532D HIR£(4 1R'K 4) BRASS MACER o T� 7 COI-194 PA4M VERT CAL SM 6063-T6 CGI DamMER PSR MM A1r8m-m HDR(4 VY K 49 SIS HALER 9 CGH" SHEAR BLOCK 6063-T6 Cm DaRIF9ER ffi M4 (2-382V MIM BEAR BU.B VRM CGT-aim 1aw. (2 CH-191 FRNE HEAR AND SILL CREW COVER 6063-13 CGI DaRLWER 27 M7 3/8'-16 FULL,rAwAOED ROO-SECIm wnH 318'HEx Nw 2UC PRATED �W� 13 CGI-192 FRAME HEAD AND SILL SLANTED SCREW MIER 6063-75 cm EKfR m 2B - &TnNG a=Q PER LUD FPM IGROETER 8035 SHORE A 14Lciatt-le3 121 7/f6'GLASS(LR7UG BEAD 6063-TS CGI DIMmFR 14A 1'MACS GLAZMG SEAD 6063-T5 C6l VaRIM 19SHEAR RM PLATE 60W-i6 CGI EKTRIBIER NOTE: ITEM NUM 8. 10 & 11 ARE NOT USED • t• 60W-1S CGI fXIAtmER• •l SQETf WVVf!! • • 60W-7S CGI FYTmDlER 0:•l96KING MWE PARTBESCRIP78TM IRAlER1At KW. mm Q • CGI-43M 3 nW LM ASSEMBLY(ACTIVE LEN) OGFCUSTUI 1{SCD BY ALL OPTDAS •• CGT- f11{AI80.T LEN) C6T-QRTCM IafD BY Nl OPTIONS • �It51 1 5453 PA}2 •ACTIVE LEVERI MTN WAF7 mm 0 • •• 5455 FD DURP(LEVER LEN) B(Lrm FPT m 0$ 8231• • ➢EAMT ACTIVE LEN* PALM s n •• 2 JD69 OEAABLLI NOW 8Y SQL - $ O N M • • g0 TOR605• ACTIVE LEIMCNIA iW DEKFER BY SCM m O 3 Gy •• J10 DAm DE m BY SIX OP7DRTAL Z_Z • �T[UL 3 M240 . FEAMT(ACTIVE LEN) CFBm CRM PUODUCfimmEb • boMini Co* X2220 •• ACTIVE 1R COPPER CREEKMtoupw"•'MA(Le Flory) •• •• BL2290••.• T6001T' CREFR OP7IDVAL U >s • • �WnM�Date SCREWS w F FMR,Ma w REM49fS 18 8 14 M 314'HEM HEAD W(S-MOIJ.fID4 ATTOMff 19 M 6 x V2'PAM IEAO SMS-ASTRAGAL,%uw EHf 12'FIr>N DUS EO /W 11 V4'PH SO-ASSEMBLY 3 PER C6PHER jp nm 0 n_ EnV..JAVO AMM oA, c RA PE CAN.&r2 �g�T ypnC, b S $ E drowing no. wi a-01 $1,•e< s o1 t t l l!ol'81af4! )DO1 1N(Od–£ LO—M WO1SM w •ou Bu(Mwp 5 0 Q Oz Baa ow 6 o awm OtlAYP u6a3 � 4 O O A 0 D D aa� wollo8 2p dol a g (la-d aegonu()alW9qcoL1 0 (av1�W�s Wollos) NMOHS NOU33S d01 , �p pJroe o AD pmw i �1-0I P"03pswpm 3onMa nioWW • • • • • PAX ••• •• 1� � waw • • • • r �p� � o i�pOWY •• • • yg� �• G �P4J M1lI�P Z Z � tld$IA3g JI r • P l o s••• ! i ••• i '- • Z wdaot • Y w O swxdAll• �vu o a ••••• pvy' i1i •i. 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GLASS) 4.0004.000 .075 Figr.JAw10AHUAD .070 . CmL 505 120 f�� 70592 3 881.465 1.485 .420 ,� +8---,I A 2014 drawing no. 1225 870 -W 1.184 O O 0 � W13-01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL LAM. GLASS) shf•110 of 11 . . tl N • • • am • • • • • �m • • O • . • N•. ... m • • • m y s -s ---- z u O 07 4 JKT __ _ b ?r n arc« Ot-03-13 revjsjijs: �FM ME SENM 160 ALUM WTSWMO mm(Lx.L/SMl) AL-FAROOQ CORPORATION a no ENGINffiR8&PRODUCE•DEVELOPMENT �ea CGI WINDOWS & DOORS 1=5&W.s7AVEr o9.nj U10100 N.W. 25TH STREET MIAMI.F10RMA33174 C I m.W. HANID emu., No CKV=TM SNEt7 MIAMI. FL 33172 TM(303)2649= FAXC30b)2628976 j 03 ahk D OMI ND MW=TM$NEEP 593-6590 FAX(305)593-5592