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WS-16-2377 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-266048 Permit Number: WS-8-16-2377 Scheduled Inspection Date: October 26,2016 Permit Type: Windows/Shutters Inspector: Mesa, Michel Inspection Type: Final Owner: BASSETT,JOESPH Work Classification: Window/Door Replacement Job Address:270 NE 104 Street Miami Shores,FL 33138-2016 Phone Number � (30�484-6527 Parcel Number 1121360130320 Project: <NONE> Contractor: PRESTIGE WINDOWS&DOORS Phone:(305)820-5999 Building D"artment Comments REPLACING 2 DOORS AND 13 WINDOWS TO IMPACT. l"fractlo ftsaed Comments T- False Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. S October 26,2016 For Inspections please call: (305)762-4949 Page 9 of 37 Prmit to VS- •'I 6-23771 s>x°. y,� Miami Shores Village A$fmtf * e, (r1 "" ,11(trs 10050 N.E.2nd Avenue NE Classifirauan I46bW/GGQr faplacerh Miami Shores,FL 33138-0000 ' Status:APPROVED Phone: (305)795-2204 Issue tom:8/25/2016 Expiration: 02/2112017 Project Address Parcel Number Applicant 270 NE 104 Street 1121360130320 JOESPH BASSETT Miami Shores, FL 33138-2016 Block: Lot: Owner Information Address Phone Cell JOESPH BASSETT 270 NE 104 Street (305)484-6527 MIAMI SHORES FL 33138- 270 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 23,696.00 PRESTIGE WINDOWS&DOORS (305)820-5999 _... _....__.,,. Total Sq Feet: 0 Type of Work:REPLACING 2 DOORS AND 13 WINDOWS TO Available Inspections: No of Openings: 15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $14.40 DBPR Fee Invoice# WS-8-16-61103 $3.75 08/25/2016 Check*6525 $304.90 $0.00 DCA Fee $3.75 Education Surcharge $4.80 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $19.20 Total: $304.90 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 accurat61and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named con ctor to do the work stated. August 25, 2016 Authorized Signature:Owner / Applica for r�— �nt Date Building Department Copy August 25,2016 1 Miami Shores Village UG 2- 5 2816 Building DepartmentBY 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. OUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL PLUMBING [—] MECHANICAL PUBLIC WORKS [:] CHANGE OF E] CANCELLATION EISHOP CONTRACTOR DRAWINGS JOB ADDRESS: 270 N6 ICAI —,*. City: Miami Shores County: Miami Dade Zip: -33135 Folio/Parcel#:11 Z15(g ®f3—0-3ZC> Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): :S1� Phone# Address:�-r__'� NC ISI �t City: State: Zip::�N5I55 Tenant/Lessseee-N`a-m',e: Phone#: Emaih: -4 q f�l--Z-,04+( = CONTRACTOR:Company Name: Phone#: sap '-5-1C1<7 Address: t5t5tzX:3 VXA-) Kok 'zz* . City: WN"a 'ri' State: V-\ Zip:3 \ci Qualifier Name: Phone#: State Certification or Registration#: G12S I(r�8� Certificate of Competency#: DESIGNER:Architect/Engineer: ►tlo� �X1XG`�� Phone#: Address: k oO '--XA3 IZ AK-, City: eke 1�rb.State: V-I- Zip:33442- Value of Work for this Permft. _ ___ �� � Square/Linear Footage of Work: Type-of Works-1 ❑ Addition ' Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: SgP\OL612 d6ocn CLnd 13 is iC0 t Specify color of color thru tile: Submittal Fee$ Permit Fee$ �0 CCF$ '40 CO/CC$ , Scanning Fee$ �� Radon Fee$ DBPR$ = Notary$ Technology Fee$ Training/Education Fee$ - Ck_�) Double Fee$ Structural Reviews$ X(?Y 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 in pedion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will iot be approved and a reinspection fee will be charged. Signature A, Signature OWNER or AGENT CONT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this (tel day of t ,20 R. .by 2Z— day of .20 KJ by S tC .who is personally known to Gccr� �jcs�vc rcz� who is personally known to me or who has produced _ r who has produced identification and who dItakt, KARMCARBONELL yP,••., KAREMS*N FFIL WCOMMISSION0FF967M Id tification and who di "'I�` th.�1rcCMM�swN�t sNOTARY PUBLIC: It.202D DPIRES-Marsh 11, ARY PUBLIC: J P" �iREs. ko N�oPe Bonded Tfn WOWY Mt. '•.f oc i��,.` Bonded Thru NOte►Y Pubk LWON l M M•,.N l Sign: Print: hag-cn C:-.' l Print: k5p-r-er� Seal: Seal: APPROVED BY r Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ... . . . . ... LM . . . . . .. . . .. 090 0 00 _ S 7 - - �; 0•a ;• M " Site' Sq.Ft Type Noa Noa Press Noa Calc m � m egress • . :01111:x63" 48.5 HS 15-0929.13 -60.0/+60.0 -39.3/+35.9 = LL 12 9 FLORIDA •• •• afs'x38" 6 SH 15-0512.10 -75.0/+75.0 43.4f+40.1 egress 10 RIM 3 37"x38 375" 9 HS 15-0929.13 -65.0/+65.0 53.6/+40.1 W 'rn 4 37"x 38.375" 9 HS 15-092913 -65.0/+65.0 -53.6/+40.1 epi 5 61.5"x59.5" 25 HS 15-092913 -602/+60.2 -41.1/+37.7 w •- BEDROOM BEDROOM 4 6 32"x80.5" 17.5 FD 14-1015.04 -80.0/+80.0 -50.0/+38.2 m H o 13 2 1 - 7 78.5"x59.5" 32.5 HS 15-092913 -61.6/+61.6 -47.1/+36.8 0 m N 3 8 7725"x59.5" 32 HS 15-092913 -61.6/+61.6 -47.1/+36.8 KITCHEN 9 37"x59.5" 15 HS 15-0929.13 -65.0/+65.0 -51.5/+39.0 10 74"x50.5" 25.5 HS 15-0929.13 -65.0/+65.0 -41.1/+37.7 1137"x38.375" 9 HS 15-0929.13 -65.0/+65.0 -43.4/+40.1 0 0 c 12 72"x80" 39.9 FD 14-1015.04 -80.0/+80.0 -46.4/+36.4 0 11 BATH LIVING 13 74"x26" 12 HS 15-0929.13 -65.0/+65.0 -51.5/+39.0 0 ROOM 14 74"x50.5" 25.5 HS 15-0929.13 -65.0/+65.0 -48.9/+37.7 0 1517 ")(50.5" 25.5 HS15-0 29 3 -6-5.O]+65.9 =48.9/-+37.7 Z BATH 2 BEDROOM14 3 existing to }sem ~ remainI - - existing to�� f cd remain _ egress existing to l m �� remain �.- ,. /�/� � � � � 06/30/2015-2:48pm gabriels VAPro)ects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 51h 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 PRESSURESj ENCLOSED STRUCTURE,FLAT TERRAIN Mean _ DESIGN PRESSURES(PSF)-ZONE 4 _ Mean DESIGN PRESSURESAPSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area( Ft _ Roof Tributa Area Ft 1. TABLES ARE INTENDED TO - ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 50- eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE C _ MONOF __ WN VARIABLE AS DESCRIBED BELOW. _ USE OF CRITICAL CO'OTFtOPI _ D FOR ITH THESE TABLES. -43.4 -42.4 -41.6 -41.1 -40.6 -4.2 .3 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2. TABLES VALID O Ll( S F ROOF HEIGHT AS LIMITED ABOVE. 3 TABLES VALID F R L F & P APPLICABLE REDUCTIONS FOR ROOF SLOPES 0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 + .8.� W l S � 0-15 ft +401 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 \ LESS THAN 101 SHA B� P BY A[J E INEER AS A SITE SPECIFIC CONDITION. -44.0 -43.0 -42.2 -41.6 -41.1 &71 .1 3�8 54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE B L[� (AVE E OF HEIGHT.IF THE MEAN ROOF HEIGHT 16ft +40.6 +39.5 +38.8 +38.2 +37.7 +36.6 6 16ft +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIF Dl S SPEAK R T. 5. ALWAYS ROUND --- O LE VALUE OR CONSERVATIVE ASSUMPTION. 17ft -44'6 -43.5 -42.8 -42.2 -41.7 -S-- _ .3 17 ft -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 6.CALCULATE THE TRI Y\AR - E OF NING IN QUESTION(HEIGHT*WIDTH)OR +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 +41.1 +40,0 +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 18 ft +q1.6 +40.5 +39.7 +39.1 +35.6 +38.2 +37.9 +37.5 +37.3 18 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +41.6 1+40.5 +39.7 1+39.11+38.6 +38.2 1+37.9 +37.5 +37.3 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -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 OFTHE 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 _ -4g.2 -4g 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 - +38.51 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft -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. +43.4 +42.3 +41.5 +40.8 1+40.3 +39.9 +39.5 +39.2 +38.9 +43.4 1+42.3 +41.5 .S 39.9 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 5}.5 -5;8 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 + ,2 140.3 9, " +3 5 +39.2 METHODOLOGY1. TABLES "PER ASCE 7TO BE D10 SEIN OCTION 2A4.1 AND NCE I'CHAPTER 30 PAR EOR SS DESIGN 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 . ?l- - - .2 - -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44,2 +43.1 +42.2 +41.6 +41.1 +q0,6 +40,2 +39.9 +39.6 24 ft +q4.2 +43.1 +42.2 +41.6 +41. .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 -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26 ft -48.8 -47'6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft -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 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 1+40.9 1+40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WAS AND VERTICAL SURFACES ONLY. 49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -04.7 -44.4 -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 +42.1 +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 CORJtES DING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft - 8 ft COEFFICIENTS LISTED IN SHALL BE ND VERIFIED BY THE GOVERNING +45.7 +44.5 +43.6 +43.0 +42.4 .2 +40 9 +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40,9 BUILDING DEPARTM _ HOLDER.N,- NTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 2 1 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE D 29 ft +46.0 +44,8 +43.9 +43.3 +42.7 .3 ./ +41. 1. . 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 S.THIS TION.SPECIIRE O I - E T R ANY PRODUCT APPROVED CERTIFICATION. RE R _ RA _LY MITTED TEST CRITERIA AND OTHER -50.3 -49.0 -48.2 -47.5 -47.0151 7 -4 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE G SI' TION F MATION AND APPLICABILITY OF THESE TABLE 30ft +q6.3 +45.1 +44.3 +43.6 +43.0 1.8 +1 30 ft +46.3 +45.1 +44,3 +43.6 +43.0 +42.6 +42.2 +41.8 +415 VALUES WHICH IST B VEi7tF BYO SI CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL A1�W -ET RO 0 EM ORDINANCES. 32ft -51.0 -49.7 -48.8 -48.2 -47.6 7 _ •0 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATIO R' OF THE HOST STRUCTURE. +47.0 +45.7 +q4.9 +44.2 +43.6 +43.2 +42. 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY P �,�i IN,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, PEAK ROOF -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 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 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 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -09.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. EAVE ROOF 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 t, µ ROOF HEIGHT 50 ft -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 •59 •5 .� •58. •• 1 INI HEIGHT +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 +4T4 +4.70 0466 1.46.1 Q 57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -70.5 -67.7 -65.8 -64.2 -630 -6169 •610 960 j59.6 4 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 55 ft +52.7 +51.3 +50.3 +49.5 48.9 +W.4 +1!'7!9 +4l.5 147.E •• 5 I rJ ® ® _" -58.2 -56.8 -55.8 -55.0 -54.3 -53.5 -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 A a SO 6oft +53.6 +52.2 +51.z +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.a +48.a +ag.o WALL ZONE FIGURES ISOM vv > �z REMARKS GSS TSB DATE 5TH ED FL0QNa B ING C®® • ENGINEERING mD ran Q INR ISSUE GSS TSB 03/05/12 ■ Wim• 1 Y � I` • • • Z o mz m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 ••\2 a1 A 1 ••• ••• ••• ••• EXPRESS ® o A� REV 2014 FBC DGM TSB 06/10/15 ` V l''1 J A o r I l _ ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: z A M I� z z r 160 SW 12th AVENUE SUITE 106 m c) Oz li m DESIGN LOADS FOR COMPONENTS&CLADDING N z in • ••• • • DEERFIELD BEACH, FL 33442 0 v a Z MASTMALAN SHt E': m m A I O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, • • • • P:(954)354-0660 F:(954)354-0443 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT fi CERT OF RUTH#8885 i O ADDITIONS,S,ORO HER MARKICONSENT OF I'NGSITO EXPRESS. ARE NOT ASCE • V• ••• •••• E:HELLO@ENGINEERINGEXPRESS.COM N Z m PERMITTED AND INVALIDATE OUR CERTIFICATION. Ln< a ENGINEERINGEXPRESS.COM F MA14FDADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.eov/ecgn9mv CGI Windows&Doors 10100 NW 251h 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 tlae.&M may immediately revoke, modify, or suspend the use of such product or material within their juris&afionl RERo.... reserves the right to revoke this acceptance, if it is determined by Miami-Dade County PrQdeit.Control • Section that this product or material fails to meet the requirements of the applicable bt4ltPhmg cod8! ' *00000 This product is approved as described herein, and has been designed to comply' IVIhe Floridd Buildi*...Doe � Code,including the High Velocity Hurricane Zone. ."so o , .• . DESCRIPTION: Series"Sentinel 110"Aluminum Single Hung Window—L.MZ 0 ... ..:..' APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel*1017 Alum.'S H' Wd-O!'';' (L.M.I./S.M.I.)"' sheets 1 through 9 of 9, dated 02/02/10, with revision C dated IV=5, prepared by Al- 08 Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the NI'mi-Vade CQnnt5m Product • Control Revision stamp with the Notice of Acceptance number and expiration!Jgth Vy the Nisjni-Dactp•••; County Product Control Section. • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0915.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0512.10 h�AMNDADE count rr r Expiration Date: September 22,2020 ry 16 Approval Date: August 06 2015 Page 1 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 NO, dated Q3/03/15, 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 0000 3)Cyclic Wind Pressure Loading per FBC,T4S 203-94 •....• 0000:0 along with marked-up drawings and installation diagram of a saves t38 alumixum fixed window,to qualify DuPont"Butacite"PVB interlayer,Dtttomal®antl•SAper ...... Spacer®insulating glass spacer,prepared by Certified Test La'goralories,Test Report;....: No. CTLA-3056 WC,dated 04/16/15,signed and sealed by R §h C.ljtteL.P. E. ,••• • 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94...... . ... ..:..' 2)Uniform Static Air Pressure Test,Loading per'-PAC TA 401-94 •••••• 3)Water Resistance Test,per FBC,TAS 202-W:': •. 4)Large Missile Impact Test per FBC, TAS 2b 1-94• :....• :0*0 0 5)Cyclic Wind Pressure Loading per FBC,TAS 205-94 0000 :•••• 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 sees 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.l3TL-0080-0101-10,dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-4514.11) ManuelP .E. Product Contro xa ;ner NOA No. 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition(2014),dated 09/08/14,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. , Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "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"Saflez CP—Saflez and Saflez BP 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"Saflez Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5th Ediogn(2014),.EV4 of no•••• • financial interest,dated 08/26/14, issued by Al-Farooq Corporotia4.signe8. dd%ealed...% by Javad Ahmad,P.E. ••0.0 0 0 a 0 ...... (Submitted under previous NOA No.14-0915.06) •••• .• • 2. Laboratory compliance letter for Test Report No. HTL-0080-0101'10, issuecr5 ••: 0..... . .. ...00 Hurricane Test Laboratory, LLC,dated February 03,2010, sigma,Olid sea4W4j Ving... J. Abraham,P.E. (Submitted under NOA No.10-0510.11) •••••• 3. Test Proposal for the qualification of Butacite®PVB glass in&rla.�gr by DuPont as :....: well as Duraseal®and Super Spacer®Standard warm-edge fQibfe ins,219 g glass spacers,dated December 16,2014, issued by RER,Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110"Aluminum Single Hung Window-L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manue reg P.E. Product ControExa finer NOA No. 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-2 53 1/8' 52 1/8' 52 1/B• FLANGE WIDTH BUCK WIDTH BUCK WIDTH �1�q 47 7/16• 47 7/16'. 47 7/16• O D.L.O.(FIX.UTE) FALSE MUNDNS D.LO. (FIX. LITE) FALSE MUNRNS O.LO.(FIX.UTE) 0 20 9/18' (SURFACE APPLIED) 20 9/16• (SURFACE APPUED) 20 9/16• 6•MAX. MAX 'K'k OPTIONAL 5 1/2•MAX. MAX ## OPTIONAL 5 1/2•MAX. MAX. #* HEAD/Sill A HEAD/SILL HEAD/SILL At HEAD/SILL HEAD/SILL HEAD/Sp1 CORNERS 4 CORNERS 6 CORNERS 7 II 6 it h ,I li 0 a 0 II II � II II � II II II I I uy�I I I I I �Ny I I II Q H 5 II �/�� -- J n II —II-- C \ -----I / O ----- Vl ---- A B II li I G Li J 6 B II 11 (F7 li II C ; n� It C 01 II II I It $ a u u m n n m 3 O I u a C� 47 7/16' f ¢ 47 7/18' m� PALSE 11S �agNS W j� D.L.O.(VENT) ro 8 DA-0. (VENT) kiz8 (SURFacE��) D.L0.47 7(VENT) � o$M 50 1/4• 50 1/4' N S0 1/4• 'p d 3 Z ^ VENT WIDTH VENT WIDTH VENT WIDTH 8-- FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME M v c TYPICAL ELEVATION SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. o` R APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN f? OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI—DADE COUNTY SPACING EXCEEDS 20 9/16' APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS m g IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. c m A j 00 000 0 0 0 0 LAMINATED GLASS o o� THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH 7HE• • • • • • • INSULATING LAM. GLASS , $ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VMCTM• • • • • • LARGE MISSILE IMPACT E g HURRICANE ZONE(HVHZ). • •• • • • • ••• • WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPER`, TO IVAN FER •0 • 0 : •• _ SMALL MISSILE IMPACT e LOADS TO THE STRUCTURE PRODUCT REVISID 1 ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO 645E MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �' CIVIL m-. r4PLYmwhh&eFIvft D � • ••• • ••• • • No/5 0 12.10 1 k � ANCHORING OR IS APG CONDITIONS NOT SHOWN IIa7710SE Ojl'AILS ARy • • M � 0 NOT PART OF THIS APPROVAL • • • •• � • �•� • • j{,) ZO15 jj A LOAD DURATION INCREASE IS USED IN DESIGN OF A CHOR41jTO%OOD j4L>: t �� droWing no. MAIERL" INCLUDING BUT NOT UMTTED TO SIEEL/M�.1TIL SCRE45,THAT••• • • • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W1 0-03 REQUIREMENTS OF THE FLORIDA BUDDING CODE 1 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL LTTES Wn4DoWS UNEQUAL UPPES WINDOWS �(V� DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACPIY-PSP nom DIKE. DUCE mach Imm TYPES WAV MASS TYPES'B'•'61' FLANGE DIMS. MICE DINS. XMTOP LM MASS TYPES'A'A'AT'GIAES TYPES'5'8'61' NW1H HO750' W@TH HEW EET.(+) INT.(-) FM.(+) INT.-) WIDTH HEIGHT WUM HEIGHT 'A'DIN. EM(+) 1NT.(-) Ext.(+) 1M.(-) 111-1/6• 18-1/6• 75A 75.0 a0.o 85.0 53-1/9' 76' 52-1/6• 75• 36-1/4' 75.0 75.0 80.0 85.0 Z 1. 26-t/2' 28-1/2' 75A no g0.0 85.0 46' 79• 46' 7a• 38-1/4' 75.0 75.0 80.0 g5A O i fid' 3Y 25• 36- 28' 754 75.0 80.0 65.0 26-1/2' 25-1/2' 70-5/6• Tao 78A BOA 85.0 49' 48' 750 75.0 e0.o 85.0 1 31' 30' 63-5/6' 754 730 W.0 85,0 a M 53-1/B' 52-1/8' 75.0 75.0 80.0 85433' 89' 32' Be 60' 75.0 75.0 80.0 85.0 z_ 19-1/8' 16-1/8' 754 754 an 85.0 37' 36' 53-1/2' 7a0 754 60.0 25-1/2 25-1/2' 73.0 780 s.o 85.0 43' 42' 45-1/4' 75.0 750 a0A 37' 38-3/e 38' 37-3/8' 75.0 7a0 a" 85A W _ n 49' 48- 75,0 73.0 60.0 &S0 53-1/8' 1 52-i/8' 754 7" SOA a5.o J �pp ov O W 18-1/6• 18-1/8• 750 780 SMO 85.0 DTM a C 26-1/2' 25-1/2' 70.0 75.0 a0.o 85.0 37' 50-5/8' 38' 49-5/6' 7a0 71L0 a00 85.0 49• 48' 73.0 75.0 80.0 83.0 83-1/8• 52-1/8- 75,0 75A 80.0 Wo 6ILI 754 7 Q Z 15-1/8• 1e-1/b• 5A 0.0 654 � j W ll 26-1/2• 25-1/2' no 754 80.0 65.0 37' Sr 36' 52' 75.0 75.0 B04 85.0 ofo�� g 49' 48' 730 75.0 am0 85.0 N 83-1/8' 52-1/8' 754 75,0 Bao 85.0 19-1/6' 18-1/6- 7&0 764 60.o 85.0 zs-1/2' 25-1 /2' 75.0 Tao BO.o 85.0 y 3Y 7S• 36• 75• 75.0 75A 5A0 88.0 Q' str 46' 7a0 754 ao.o S&O UNEQUAL LITESS (ORIEL TYPE) $ w 03-1/8• 52-1/9' 75.0 75.0 80.o 65.0 C 19-1/B• 18-1/e- 7a0 75A BOA Bao y jv N LL 28-1/2• _ 25-1/2' _ 75.0 75.0 8" 85.0 g_ N 3Y 38' 730 76.0 80.0 8a0 , 46-1/Y 45-1/2- 730 75.0 BOA BS.O TVP BUCK DIMS Yj'TYP. g N M ZZ� O wm -"� FLANGE FRAME U o FLANGE DIMS ya�y SUCK DORS O o � EQUAL LEG ERAME ° R tlE WCK Dais EQUAL LITES o • • •• • o • • • FIN ERAME • •• • • • • ••• • En r.JAVAD AFMAD SUCK DINS PRODUCTREVISM i� N FLA. B 7 92 c-noyotg whh T$5 FLOfdh40 o �3'.�38 Hieldmg Codd � NOTE: • • • • • • • • a1i�Date 0QO GLASS CAPACITIES ON THIS SHEET ARE • FLANGE ADAPTOR• • ••• •• • ••• By r4 FRAME BASED ON ASTM E1300-09 (3 SEC. GUSTS) • •• • • • • • • • Q 2�1 Camra dmWing no. AND FLORIDA BUILDING COMMISSION •• • ••• • • I_ • FLANGE DIMS W�0_03 DECLARATORY STATEMENT DCA05-DEC-219 Sheet 2 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS WaxIP rlayer With PET Cora .075-CPC PET Core By'Eastman Chemical Co.' By'Eastman ChamIW Co.' Z OR Oh 01 iW.DOW IClear�Md Color Glass Soihrx Clear�And Color Gina zal' o'Eastman Chemical Co.' R'Eastman Chemical Co.' tt .090'Interloyw 't malas g U lCumray SentrAlae Gplt 090*Interlayer Butwits Ra By'Kuraray America.Inc.'OR 090K Interlayer ururoy nes' Inc.'OR 0 By'Kuraray America,me.' By 'Kuraray America, Inc.' g �gggpgq �+ 1/8'ANN.GLASS m 1/8'HEAT STREN'D GLASS ti z m a7 SILICONE 11020D GE Y7 SILICONE 1200 aj DOW CORNING 899 N DOW CORNING 899 Z DOW CORNING 995 �. DOW CORNING 995 J !I� Q ^ N ES aEll YL WI 1R POINTS ON LTfES Y4 VA 1/4 HAMS ON LITFS WIv N DER THAN 38' WIQQt THAN 38' GLASS TYPE 'A' GLASS TYPE 'B' tQr 5/18'OVERALL LAY.CLASS 5/18'OVERALL LAN.GLASS O LASS (L.M.I & S.M.I.) = tL�� vi � 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS N Saffex ICPdW h PET Cora 078'Interlayer o p rMj R'Eastman Chemical Co.' Saflex CP=PET Core O 3 �y'Eastman Chmnkol Lo.' Z z 090'Intedayer Com• �G z $O0_�{ Safi"Clear And Color Glass .080" Clear And Color Glass B'Eastman Chemical Co.' By Eastman Chemical Co.' 1/4'AIR SPACE OR OR 090'Interlayer 1/4'AIR SPACE O80'In r ML U�� Kurarcy SentryGlae Kumray=loo By'Kumroy America,Inc.'OR 1/8'ANN. GLASS 090•Interlayer 'Kumroy America, Inc.'OR Interlayer Kuraray ButacBe PVB 1/8'HEAT STREN'D GLASS Kuraray Butacite PVB c By'Kummy America.Inc.' By'Kuraray Americo, Inc.' YY R 1/8'ANN.GLASS 1/8'HEAT STREWD GLASS m B 51 GEE11200 NE m GE 1200E Ni DOW CORNING 898 DOW CORNING 899 O i DOW CORNING 985 N o M1 DOW CQRNING 995 a< o XIs AGER• • • • • • 'I %L EDGE SPACER a•H ffi •i OT.STEEL B•'CI=ML'• s • • • ! !I a $ ST.STEEL BY'G�RDINAL' ®R • •• • • • • • OR 0 D101AREAI.Et•'OLMNETIt • • :0: a ••• a DUR ASEAL BY'QUANWOR• • • •0 OR 9At� B •A •E9 SUPER IX• • • • EMS SUPER SPACER BY'QUANEW .e ErW..JAVAD AIWD PRODUCT RENIS® M4 AT 1/4 POINTS ALL SITES W M4 AT 1/4 POINTS ALL SrLES FLA. CIVIL e9—rAYmgwith the Vorids rasa BaikungCade 7� GLASS TYPE 'Al'• 000 • ••• • • GLASS TYPE 'Bl' Acspas. $ 0.70.OVERALL IN�St1L .•LAY GLI S p..V.I yj o i 970.OVERALL INSUL LAM.GLASS % a d (S.M.I.) ••• • • ••1 ••• 000 0.0 }O 2Ui5 Dab14udod drm ing n0. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING W10-03 E)MXCR PLY OF GLASS TYPE'A1'&'Bt' NUSr BE TEMPERED, sheet $ of 9 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS FLANGE & FLANGE ADAPTOR FRAME 4.V SEE DEV. d< e v 1 d.mfFaO.R SPACP BUCK METAL STRUCTURE TRE DIST. TYPICAL ANCHORS WOO d a r IrIi-----------— FOR SPACING MN/-OADE COUNTY APPROVED D .\- DIST. MULLION B MULLION -1I1j II OISFSEE . SEE SEPARATE NOA f gy$nd JaI EDGE O EDGE DIST. Q1 ----- -- ----- - �•F a u LT11H baa TYPICAL ANCHORS TYPICAL ANCHORS-0 ELEV. SEE ELEV. (dp{m ' FOR SPACING FOR SPACING ed �I ZZ fA s7a�g M9 o § i 4 2 3/ WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. H SWEEP LOCK 2 3/8'MIN. TYPICAL ANCHORS: SEE ELEV.FOR SPACING v EBLOCK TO 1/4* DIA. TAPCON BY 'fTIY (Fu-120 KSI, Fy-92 KSI) AT 9LL 1/4' DIA ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) a, O Lu �\ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 3� 1-1/2' MIN. PENETRATION INTO WOOD $i THRU 1ErY BUCKS INTO CONC. OR MASONRY n a0 E4 WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY o p rMj 31 i DEPTH SHALL lay"- THE USE OF DEEPER OR BEVELED WOODBUCKS IS DIRECTLY INTO CONIC. OR MASONRY Zo� (�1 ! d r• PERMITTED 1-1/4' MIN. EMBED INTO CONC. OR MASONRY z W #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) (�o< C7 C)< i INTO METAL STRUCTURES _ x ALUMINUM :11/F1N 8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o IF 1 F #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0907 1 (NO SHIM SPACE) S4 TYPICAL EDGE DISTANCE 1 INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE - 1" MIN. °p e n • • • • • • •t INTO METAL STRUCTURE = 3/4' MIN. W_W.n R M9 • • • • • • • • • ffi E • • •• • • • • • WOOD AT HEAD,SILL OR JAMBS SG- 0.55 MIN. < o •• • • • • ••• • CONCRETE AT HEAD, SILL OR JAMBS Yo a 3000 PSI MIN. © • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f rn ® 2000 PSI MIN. _ 1 + Engn JAVAD AHMAD PRODUCT REVISED Ae DAA[. as complying wuM the Flodit I • d A FIPE M 3WU < I CA 3538 TAaeppanceNa 1 _051910 • ••• 16 ••• ..•t:•:• < < IDow • ,�. •• { • .,8• • • • e ITYPICAL ANCHORS By EDGE�'a. •• • �• � t • • ► •.ni_�9 ! I SEE ELEV. Tdiemi Ptodial drawing no. ¢' y ••• • • FOR SPACING p NIS W10-03 1 SY FOR SPACING WOOD BUCK sheat 4 � 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4-MAX BUCK WIDTH 1/4•MAX. FLANGE & FLANGE ADAPTOR FRAME y.V SHIM SHIMS O 1 $ IYPICAL.SEE ELEV. 1 so S5 EE ELEV. ORS ANCHORS z Zd FOR SPACING 1 ' MIS _v.D FOR SPACINGFLANGE ADAPTOR FRAMMERL E Q o STRUCTURE 1'1/4- r 0 � QQaCCC;;�Wmai<�C EXTERIOR WOOD SUCKS V== ML OPG. ryry VI 1/4-MAX. RUCK WIDTH 1/4-MAX. SUMS SHIMS TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS O FOR SPACING SEE ELEV. C `.9. FOR SPACING h LL _____ W + 1 ' V1Nc$ — __ ?W.11D Z�on a SfRUCNi�` E IS p WOOD BUCKS � 03 MIAMI—DARE COUNTY - APPROVED MULLION &MULLION ANCHORS 1/2TYP. O B SEE SEPARATE NOA BUCK WIDTH SUCK WIDTH E o$ INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. 1 • • • • m �rg8 1 • • • • O<m U 1• i • • o Ener:JAVAD AHMAD PRODUCT REVISED I 1 ____ FlA Cr&7G692 .`..Piying with the Florida • i • _._ .._ _ .. CAN� ding X5%0 17, • •• • • • a • • • drawing no. •• 114•X 1•FHAA? • • • t 2Q45 W10-03 sheet 5 of g ••• • • • • ••• • • • • • • • • • • •••• ••• • • •• • • • •• •• • • ••• • • TYP SEE EU ANCHORS NTS�RE EQUAL LEG FRAME y.V ' SEE ELEv. 1' FOR SPACING W000 BUCK I :' �' TYPICAL ANCHORS r------------ 4 ----------------,� o EDGE,DISf... ///��-SEE ELEV. I _ I 3 a d °" �� / FOR SPACING a I'Y WIONN&E COUNTY MULLION ANCHOR I I Z / 4// 8 6� EDGE 2 I I J a N DIST. ; o \ N I I SEE SEPARATE NOA 11 H EDGE Dist. 116 II L_-__-___ 11 0 U L1 -JJ Al c Et —� —� ----- TYM2 SIPICAL ANCHORS TYPICAL ANCHORS a i$8 ! S, FOR SPACING FOR SPACING Q I,C TYPICAL ANCHORS 30 It 1 I SEE ELtY. MWd1—DARE COUNTY i I FOR SPACMG APPROVED MULLIONY9 &MULLION ANCHORS Z 0 ! 1/4'MAX. BUCK YAOiHSEE SEPARATE NOA j C 4 SHIMS BUCK WIDTH BUCK VAUTH a F a,a ' SWEEP LOCK i Ile e.I OPTIONAL TO I I m ® I EGRESS LOCK r tooY I I =11 AT SILL C3 I I3E ol O �7j W I = _a �• w 1 I 6 EB #i4 K1'FN.SMS. Cj Z-Z EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY g INTO WOOD, CONCRETE OR METAL STRUCTURES O o j � WITHOUT THE NEED OF A WOOD BUCK. c og k i� 2 3/8'YIN. On 15 1 54 Es 1 22 3/9'MIN.-� ..d .4k'9 TYPICAL ANCHORS o 0 3 a M9I • • • • •• .-c '. y i a I a SEE ELEV. m $ g • • • • • • • FOR SPACING C1 � 14 N • • �� • • • • �g60u • • e"• •• • Fn9r. VAD AHYAD pRODUCl'REVLSE6 I � __ `�. S FLA.PE70582 os C=Piywg with Om Ftadda ` WHEN USED THE MIN. WOOD BUCK BulmmSreace DEFIIH SHF&•BE Wi-THE" OF •• ••• mm EDGE o .° iyplcAL AN�HaRS DPEit OR•BEVELE�WdOD SIS • • • By ME may, • P yli1ED.• • •• • • • • • Nfiasd drmr ng no. 1BY I FOR SPACING • •• • • • • • • �,. 2015 sow BUCK . ••• • • • W10-03 sheet 5 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORS "PSLV. FIN FRAME y.V R.IUSTRATM:DTLS ONLY SEE ELEV. EXT.OR INT.FINISHES FOR SPACING NOT BY CGI z o ppoo ; 11/2' HO 81,RA TFOR ANCHORS: SEE a&. e SPACING NOTcoil U AB SMS (WADE 2 CRS) Z e, INTO 2BY WOOD BUCKS OR WOOD STRUCTURES d'o 1-1/2' MIN. PENETRATION INTO WOOD CAULKING g <g °4t� p O 4 � u SWEEP LOCK n i 1 EGRESS TO Eg EGRESSESS LOCK .,.. AT SILL 0 L WOOD© NOT BYSfCGI RUCRJRE 1%� BUCK HEIGHT 1/4'AWL N GAP v� E4 1/2'MIN. 1/2'MIN. t7 N� wa s z 2j _ F 1 D2 v 0:9 aBACKSED CAWCING rn o is i O N � _ m;.0 ' Q4 1 ?S4 La HOUSE WRAP mi E9 NOT BY CGI EsEsEXTERIOR Y9 .• ••• . • • • • •• • . • • • . . D.L OPG. 1 RACM31M • • •. . • • • • c< m v Q •• •.• •• . . • •• c Eng.JAVAD AHId4D PROBIICT REVISED n e CML m C ptyivg with the Fbtkla N HOUSE WRAP CAS p 7x92 BWfdwg Code NOT BY CGI SSB AvmpmiueNo ,S•O$I'2. 1 1/2' 3 •.• •:0 ••• •.• ••• •.• WDft drawing no. 00 90 00 TYPICAL ANCHORS • •• • • )�._ �n►5 W1 a-o3 SEE ELEV. •• • ••• • • • FOR SPACING .h•et 7 aR g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART g QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARHS E7 CGh100 1 FRAME HEAD 8083_78 _ _ E2 CGI-101 1 FRAME SIJ. SO83-TB - E3 CGI-102 2 FRAME JAMB 8083-TB - 'j 3 E4 CGI-103 1 MEETING RAIL 8083-T6 - E5 COI-104 1 LOCK RAIL 6063-TB - Q E ES CG4-105 1 HANDLE RAIL 6093-T8 - $ V E7 CGI-108 2 SASH RAIL 6003-TS - ES CGI-107 AS REOD. 5/16•GLAZING 8E0 8083-T5 _ C ® 66I-10819 AS REOD. 0.700'GLAZING BEAD 6083-75 - 0 a EIO CGI-108 AS READ. FRONT FLANGE ADAPTOR 6083-716 - tj epri! E11 CGI-110 AS READ. NAIL FIN ADAPTOR 6063-75 - off E12 CGI-135 1 FLANGE FRAME HEAD 8083-T8 - g a O E13 CGI-138 2 FUWGE FRAME JAMB 8083-T6 - Q E14 CGI-137 1 FLANGE FRAME SILL 8083-TB - 3 I� E770GI-6D5 OPTIONAL SCREEN FRAME 6063-T5 M7 CGI-382V AS REQD. GLAZING BULB VINYL(DUROYETER 75-&I SHORE A) PVC _ 81 M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EOUIY. M3 CGI-112 AS REOD. EQUAL LEG CONER/SHW,3'LONG AT ANCHOR LOCATIONS PVC - I m M4 - 2/LITE SETING BLOCKS WDM DUROMETER 8035 SHORE A Y9 SUPER BOOST 2/WOW. SPIRAL BALANCE - M10 - - BSI OR EOUN. 2/WDW. BLOCK/rACKLE BALANCE BSI OR EQUIV. M11 W2320ING AS READ. PILE WITH CENTER FN WOOL ULTRAFAB OR EQUIV. ^ M12 CGI-129 1/WOW. EGRESS LOCK ALUM, SULLIYAN M13 CCI-131 2/WDW, HANDLE RAL END CAP NYLON M&M N M14 E2601M - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. M15 Cd-133 4/WDW. SASH GUADE(SPIRAL BALANCE) NYLON M&M N u~T n$ M16 OGI-130 2/WOW. SASH TOP G=E(SPNAI.BALANCE) NYLON M&M M17 A30730401-32 I/WOW. CAM LOCK ZINC TRUTH OR EQUIN. n$ -LIS CGI-132 2/WOW. SASH STOP,2'LONG PVC I PROTOTYPE OR EQUAL z z M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE) NYLON M&M 0 g M21 - 2/WOW. B/T BALANCE TAKE OUT CUP - OR EOUIV. U O^g M22 140-8 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN W M23 CCI-134 - SRL SPACER PVC PROTOTYPE OR EQUIV. h S2 1 2 OR 3/OORNER 10 X 1 1/4-I.G.PHIL PH.SMS. ST/ST.ASSEMBLY SCREW - - S4 4/WOW. #8 X 1/2*PH.SMS.ST/ST BALANCE BRACKET SCREW _ _ S5 - 2/— #8 X 1'LG FH.SAS. ST ST.SPIRAL 8.ASSEMBLY- - _pp 58 _ 2/LOCK 6 X 112-I.G.FH.SMS.®CGI-133 &CAM LOCK $C • • . . . . • Asa ENm 44VAD AHMAD PRODUCT REVISED N CRAL w m Jdyms wA LFe F7mida iv FLA PE/70592 $mldirm Code CAN. N \ 3436 T • ••• • ••• • • iffifon Dyle _� $ • • • • • • • • • • • • • •ee • • • • • BY • ucdf •• • • • • • • • �u 15 Browing no. •• ••• W90-03 an66t s Dr s . . . . . • • • • • • .• .• • . . •. •• •.• • • . .•• • . 25052.505 � a 32 Z ,.748 911911 ,.550 ,.880 .745 083 ,.248.745qTyp.1.015 H6 1-95 O O OEft FLANGE FRAME HEAD et FLUSH FRAME HEAD Etf NAIL FIN ADAPTER �G 1.007 O Q c7 O .745 085 A85 IYP. 1YP. A6S f!�o T1P 2,13 V.2 3.175368 3.875 A,75 ,. 1.018 a W f 1.429 1.429 VENT TOP CORNER 1.000 .soo f 220 �, E4 2-505 sao 2.505 MEETING RAIL FRAME TOP CORNER 1.22D— FLANGE .220 FLANGE FRAME SILL OE2 FLUSH FRAME SILL s .500 1.301 1.301 1.043 j 1.758 OBS OBS 32 TYP. r lP. TYP. 2440 T . 0 gl ... O �LOCK RAIL t.o,s tots FRAME BOTTOM CORNER VENT BOTTOM CORNER .745 .748 2.195 O 2848 2-48 t3 FLANGE FRAME JAMB O FLUSH FRAME JAMB o 9 1I��--Ie'(1ey-�-'IIII 1992 .490 .120 043 l.�U � 1. m TYP. si .705 .050 7YP. •705 E- 5/16- fA15 �994 GLAZING BEAD O .700'GWING BEAD • •• • • • ••• • c • 1. •• • • • •• o 1.3.95 1.449 Fsgr.JAYAD AFIYAD 745 1450FUL L PRODUCT REVISED Fj N .050 .060 080 .180 PEI�_1711892 as mmplYin8 wif60x t7arEda s 3638 73wldtV Code . �3 t.0z� ,! • n�m�- IS 612.jp g b ass • •i7-�� •io • ?D20• • • • • • • •• • • • • • • er Die drawing rro. O FLUSH FRAME COVER 19 SCREW COVER O SASH RNL 0 0 0 E10 FLANGE ADAPTOR sheetg of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f , MIAMI. MIAMI—DADE COUNTY,FLORIDA OLNE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadtgov/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 Inaterial 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 12011 Aluminum Horizontal Sliding Wipdor•;L.M.P.•'•• ••••;• APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentine16126 Alum.,Kpriz. Siic�i� • Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, datg4oi;,9/10 with.revision."G" . dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E.,p bearing the': Miami-Dade County Product Control Revision stamp with the Notice of Ace4ptaaQe num6erNad expirntion- 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 d*isesper FBC requirements...: 2.The Day Lite Opening's(D.L.O.)of maximum 495/8 inch(Width)by maximum 553/4-W(Ileight). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.05 and consists of this page 1 and evidence pages E---1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MIAMI•DADE COUNTY NOA No.15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 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, dated 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 2411 3.2.1,TAS 202-94 ` along with marked-up drawings and installation diagram of a series$'entinel 120 aluminum horizontal sliding window, prepared by CertiApp -Test LaGrq*.tories,Test' Report No. CTLA-3062W, dated 07/07/15, signed and sea"by Iram&A C. 11404;- P.E. ------ 2. Test reports on: 1) Uniform Static Air Pressure Test,Loadif - ar FBMS-20244 2) Large Missile Impact Test per FBC T�; YQJ-94 - -- ---�- 3) Cyclic Wind Pressure Loading,per FBS`.,%AS 203 94- 0090:6 along with marked-up drawings and installation diagram Qf%-a1ries fixed window, to, qualify DuPont "Butacite" PVB interlayer, Duraseal@ anti Suptr Spdeer&.insulAfiQ glass spacer, prepared by Certified Test Laboratories, Test Report 149,,OqTLA-J856 WA, dated.03/03/15, signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series project out window, to qualify DuPont`Butacite" PVB interlayer, Duraseal®and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 1✓-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 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) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact.Test,per FBC,TAS 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 sof a s%np§•"SenliAqy. aluminum horizontal sliding window, prepared by HuiT?W*e Fest Laboratory, LLO. Test Report No. HTL-0080-0102-10, dated 06/04/10, sig-*-and seaie*d•by Vim•�• Abraham,P.E. Y Y•••Y ' ' (Submitted wader NOA No. 10-0510.12) • • C. CALCULATIONS .. ' .. .. . ...... 1. Anchor verification calculations and structural analysis•tVT*plying With FBC 3': Edition (2014), prepared by Al--Farooq Corporation, dated 09/Amir-orevist cr'OnS 05/11/16 , signed and sealed by Javad Ahmad,P. E. •••••• .. . .... . . . 2. Glazing complies with ASTM E1300-09 • •. Y D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their ."Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 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. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-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 AI-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 Ramesk.'�;Datel,PjA..•• (Submitted under previous NDA No. 15-05.12.05) .. . .' 5. Testing Proposal issued by the Product Control Sectiont4fed 12/f644-,esigned 4),�• Jaime Gascon,P. E.,Section Supervisor. •••••• :....: (Submitted under previous NOA No. 15-0512.05) •;;;;• 6. Laboratory compliance letters for Test Report No. HT O-0102 lAw issued.hX w Hurricane Test Laboratory, LLC, dated 06/04/10, signed-and sealed' ly Vixx•dt w Abraham,P.E. • •. (Submitted under NOA No. 10-0510.12) ••• w• • •www • • 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.PIasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-3 .TYPICAL ELEVATION FLANGEWIDTHBucK1 WIDTH �V v 51/2- MAX. y� 3 6' S" HEAD SLL 5' p mF,7 Z TVPP.. �m� / T7P. �Z � y• J MTG.STILE �d I Mug U 11 jj I II C 11 � E Il F it F E1 tl F jj F 6 II 56 / 7 11 6 N• 6 / CI 91 \� \a \o / 04 m W ' n 0ll TIF I Ii ;i IO p L----- _iL---=-- LL Sy_ /;IT X6D 55 II 5 FALSE MUNTINS FALSE MUNBJS ' m ADOL ANCHOR REQO. I ADM.ANCHOR RE00. (SURFACE APPLIED) 32 7/B' 32 7/6' AT CENTER OF ALL PANELS (SURFACE OPTIONAL) 32 7/8' 32 7/6- AT CENTER OF ALL PANELS OPTIONAL D.L OPG. O.L OPG. FOGA OR OPERABLE D.L.OPG. D.L OPO. FIXED OR OPERABLE p ABOVE 30'PANEL WIDTHSABOVE 30•PANEL WIDTHS cl 4JJ ,t 36 3/8' AT HEAD/SILL EN 3/8' AT HEAD/SIL VENT WIDTH VENT WIDTH c FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 0 FC'4 00 N M n n v3 � ttD• �zIJ. BUCK WIDTH 3 O 5 1/2- 13 5/16- MAX. HEAD/SILL S"MAX.• HiD/su N mg SERIES SENTINEL 120 s ^Mrc.STILE $ ALUMINUM HORIZONTAL SLIDING WINDOW PRODUCT REVISED DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER ns comPlyltls with the Flarhla n sutlding 6e g CHARTS SHOWN ON SHEETS Z & 3. NIDA-No. 15-0928.13 c ri n APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Expiration Pate 09122!2020 0` E2 ii F jj F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY BV R L5 6 s 11 6 APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 8 NBam a e Product Control m IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL e' a a a c * rlf WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS a m N c THIS PRODUCT HAS BEEN DESIGNED LAM. GLASS AND TESTED TO COMPLY WITH THE LARGE MISSILE IMPACT e o$- -•e REQUIREMENTS OF THE 2014(5TH EDITION)FLORIDA BUILDING CODE a S$$$a ' ---- 0----- -- it INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). SMALL MISSILE IMPACT O n c" II •• ••• • • NOOD%SCCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER P • • •o • • 9.OA93 TO THE STRUCTURE. \\\\\I-g\ � A ,�1�a,////// o 8 • •• • • •••NCHOIS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCH6S �\ ��..••• ••' 'CJ/� S 1 • • • 4MBEDMBMT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �� ' •1,iCENSF••,• • • •ANCAS2INC OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE _ ddd _ NOT PART OF THIS APPROVAL T a FALSE MUNTWS ` ' ' •�i •'�'= ' (SURFACE APPLIED) 32 7/6' 32 7/8' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. D.L.OPG. O.L.OPG. • ••• • ••• Alt S6MS•T0 BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE. o 36 3/8' • • • • • • • • • • OF droving no. • • • • • ylATti�tlALi INi;LUDING BUT NOT UNITED TO STEEL/METAL SCREWS THAT AY 1 1 201 � '•• �zaR1ON. VENT WIDTH •• • • •• • • CIiME WTD ODNTACT WITH OTHER DISSIb6TAR MATERIALS SHALL MEET THE •••"•• '' ��� FIN FRAME • •• • • • YEOYIREYENTC OF THE 2014 FLORIDA BUILDING CODE&ADOPTED STANDARDS //S/OINAI�\\\ F/hRn11q\ sheat 1 of'11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ELEVATION Itt' 110• 4.0 FLANGE WIDTH FLANGE VADTH g• 5 1/2• o MAX. MAX. 5•MAX. m• � HEAD/SILL 51 T1� m HFAD SILL irS. Z O a A .-_ C 1 NTG.STAE Z Al NTG.STILE \ g r 0 �♦ , �� �y i �DOA U II 11 II �� I( II /��1IGSpY.I ipA�� E ii F jj jj F Ef II F jj jj F }{U N 8 1 6 11 II 6 g Il g U II 6 p�� N. II / 11 /• 11 / II / p QQ s xO xp (S1 0 m m M4 1 I i11i i1i1 40 1 11 ii ii '1 II 11 D N m 8 D II II lei /Op, W ♦ ♦ ` ` 1 9 4 FALSE MUNRNS ADDI.AN—REOD. FALSE NUNTINS AOOL ANCHOR REOIX ` (SURFACE APPLIED) 24 1/Y 49 5/B' AT CENTER OF All PANELS (SURFACE APPLIED) 24 1/2• 49 5/B• AT CFNTER OF ALL PANELS OPTIONAL D.L. OPG. D.L OPC. FlXED OR OPERABLE OpDONAL D.L OPG. D.L.OPG. MED OR OPERABLE 0 I ABOVE 30•PANEL WIDTHS ABOVE 30•PANEL WIDTHS p CiF 2g• AT HEAO/SILL 28• AT HEAD/SILL _t VENT WIDTH VENT WIDTH C$t FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME N � o n� 110' c z BUCK VAOTH 5 1/2• 13 5116• S V Am UAD. 5H / MAX. HE /SILL 6 I- -NTG.STILE O 'IYYY ii 11 II V 11 11 11 E2 IL F 11 11 F o B It II �E V a I p it 11 'verse''•. ]�: PRODUCT REVfSEDas aomplyyTln��vAth the FloridaFALSE MUNTINS Bu1lding t.ode •SURFACE APPLIED) 24 1/2• 49 5/BNOA-No. 15-9929.1$ OPTIONAL• D.L OPG. O.L.OPG. ••• • ••• • • • • • • • • • • • • Expiration 08/22/2020 •'• OF �• . drawing no. VENT WI— .• • • •• • • • • • 1 201 -, �O D.... �� W10-18 FIN FRAME • •• • • • • • 000 miaml-Pa Product Control 1�AY 1 ��5�/�A� ``� •• • ••• • • AITn ntttt sheetl.lof 11 • • • • • • • • • • • •• •e • • • •• •• • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF (XO OR ox SIZES) (x0 OR Ox SIZES) A�� SM.MTC.RAIL H.D.MTD.RAIL STD.MTC.RAIL ILD.MTG.RAV. H.D.MTG.RAV. � Z n 3 CLAM TYPES CUBS TTPSS (;um am a=TIM CLAW'RFPs O y o FLANGE DIMS. DUCK DIMS. A'&'Al','B'&'BI' '8'k'al' FLANGE DIMS. BUCK DIMS. TieAI','B'&'Bl' 'B'8'Bl' le&'CI' WIDTH HEIGHT WIDTH WIDTH HEIGHT WIDTH d (� 25-1/2• 25-1/2' 65.0 65.0 80.0 90.0 55-3/4' 54-3/4• 65.0 65.0 80.0 90.0 610 65.0 �o{apNp 8'Q $ 37' '26" 38' 25_ 65.0 65.0 80.0 90.0 8-15/18 26' 7-15/16 25' 65.0 85.0 80.0 90.0 65.0 65.0 l"N C� 53-1/8• sz-t/8" 65.0 65.0 80.0 90.0 BJ-1/2' 82-1/z' 65.0 65.0 80.0 90.0 65.0- 65.0 it Goy 1, 74' 73' 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 Q 26-1/2" 25-1/2" 65.0 BS.O 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 65.0 0 d Hmm 1037' J6' 85.0 55.0 80.0 90.0 SJ-1/2' 82-1/2" 65.0 65.0 80.0 90.0 65.0 65.0 38-3/8• 37-3/8' Q D 53-1 8" 52-1 8" 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 55.0 90.0 904 65.0 55.0 74' 73' 85.0 85.0 80.0 90.0 8-1Sfi6 50-5/8' 7-15/IB 49-5/8' - - - - 65.0 65.0 p 26-1/2• 25-1/2' 65.0 65A 80.0 90.0 53-1/z' 82-1/2' - - - - 65.0 65.0 R,q6 37' 36' 85.0 65.0 80.0 90.0 55-3/4' 54-3/4" 654 65.0 80.0 90.0 65.0 63.o li es E' 58-5/8' 49-5/8' Legg 53-1/e' s2-1/e' 65.0 65.0 80.0 90.0 5-ls/1 63• 7-t5/ts' 6z^--- - - - - 65.0 65.0 IO.IN` Y74" 73' 65.0 6&O 80.0 90.0 83-1/2• 82-1/2" - - - - 65.0 65.0 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 37" 1. 36' 62" 65.0 65.0 80.0 90.0 53-1/8" 52-1/8" 65.0 6SA 80.0 90.0 C e 74' 73" 80.2 60.2 60.0 90.0 (1/-3w) (2/3V� $ 1a �� ii G p o 4 (t/zw) (1/2W) p= G OPERATING VENTS TO BE 1/3 OF THE V CI=WIDTH 1p n dl N 'XO OR OX' 0 3 M m c Z 43 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH $o R 'XO OR OX' U r---- w w TYP. BUCK DIMS )6'TYP. BUCK DIMS BUCK DENS 0 FLANGE FRAME EOUAL LEG FRAME FLANGE ADAPTOR FRAME H - FLANGE DAIS I FIANCE DOTS FLANGE & FLANGE ADAPTOR FRAME oas9��o EQUAL LEG FRAME ;q i i s$a •• •• • • • • • ••• L C O O W LL O • • • • • • • �Jt ttl ttr� ' �.^!7ii i • • tP • • • • • • �,• G1a1,o''•,• i p PRODUCT REVISED _ ascomp with the Florida t ,� Bulldhg Bode -'!�'�• :�1'= e $ 3 • ••• GJASS•Cj1�pCMES QN THIS SHEE( ARE NOA-No a 09 x2020 E4 Ea • • • d3MED ON•ASTM CL1300�9{3 SEC. GUSTS) Bxpiratton Date 09@2f2020 ME OF •�Gj• drawing no. • • • 64ND FLORIDA 8URDING OOMMISSION By '��� S;'• oNtD►••' \�` w�Q- $ STD. MTG. RAIL, H.D. DE�A($1TO�tY ST/�Q+1�NT�DIIt05-DEC-219 miaml- a Product Control �a�Y 1 1 2o1s S`�®'NAL � • •- ••• • • • 7 ltlllltll t sA66t 2 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPAMY - PSF r (XOX SIZES) (XOX SIZES) M�V _ STD.MTG.BAIL H.D.JIM RAIL STD.XVG.RAIL R.D.MTD.BAIL. BD.MTC.BAIT. 3 GL153 Tym CL.49 TYPPB 01.03 TYPES ULM TYPES GL499 TYPES O m � FLANGE DIMS. BUCK DIMS. 'A'&'AI','B'&'8l' '!Y&'BI' FLANGE DIMS. BUCK DILLS. 'A'&'AI','B'&'BS' 'S'&'BI' 'C& WIDTH HEIGHT WIDTH HEIGHT EM.(+) FNT.(-) EKT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EKL(+) INT.(-) EKT.(+) INT.(-) EM.(+) INT.(-) } x 74' 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 108-1/4' 28" 105-1/4' 25' 65.0 85.0 80.0 90.0 108-1/4" 26' 105-1/4" 25' 85.0 65.0 80.0 90.0 65.0 65.0 2r 1.1�l'• 111• 110• 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 65.0 65.0 p 74" 73' 65.0 65.0 80.0 90.0 74' 73' 65.0 55.0 80.0 90.0 65.0 85.0 e= y 106-1/4" 38-3/8' 105-1/4' 37-3/8" 65.0 65.0 60.0 90.0 108-1/4' 38-3/8' 105-1/4' 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 V 0914 111' 110' 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 65.0 65.0 ��C 74" 73' 65.0 65.0 80.0 90.0 74' 7Y 65.0 65.0 90.0 90.0 65.0 65.0 Q F q 0 106-1/4' 50-5/8" 105-1/4' 49-5/8' 65.0 65.0 80.0 80.0 106-1/4' 50-5/8" 105-1/4' 49-5/8" - - - - 85.0 65A 2,p1 &S 111" 110' 65.0 65.0 80.0 90.0 111' 110' - - - - 65.0 85.0 1122�+ u Q 74E73" 65.0 65.0 80.0 90.0 74' 73" 65A 65.0 80.0 90.0 65.0 65.0 O 106-1/4105-1/4' BY 81.8 81.6 60.0 90.0 108-1/4' 63' 105-1/4" 62' - - - - 85.0 85.0 Q W g 110' 80.0 80.0 80.0 90.0 111' 85.0 65.0 O N U 1e v C i 0 (1/ ) (1/3W) (1/30 t5 W) (1/< (1/ (1/,4V 0 a In O m N O W C, T n OPERATING VENTS TO BE 1/3 Or THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH -Op 3 ,n CZG! 'XOX' 'XOX' O 14'TP. BUCK DIMS 3"TYP. BUCK DDiS BUCK DIMS c 0 FLANGE FRAME EOUAL LEG FRAME FLANGE ADAPTOR FRAME _ FIANCE DIMS FIANGE DINS o $ FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 0 C o •• •• • • • • • •• ` • • • • • • • • `111111111117 7j �sTE A • _ •• ••• • • ••• •• 7iiOO'' •p�o,���� o PRODUCT REVISED _ 6 as comp)qIng with the Florida * {T-• g NOTE: Iwedlne Code S j E4 E{ • 000 Gj/SS"PACIT1ES qN THIS SHEET ARE Non-No. 15-0929.13 drOWin no. • • • 4OA5fD ON•ASTM i13O0-09 4(3 SEC. GUSTS) Expiration Date 09!2712020 � pF 9 • • • 91ND FLORIDA BUI�ING OUMMISSION . FtoRlop: \� STD. MTG. RAIL: H.D. NRA. RA1L: DE".FL RIDA STA�I4�NT•D(�1Q5-DEC-219 BY 14AY 1 1 20� /�ALry s-s• • g+s ..... �+ • ••• • • •• Mlami-D a roduot Con rol 7j1t111111\1 Sheet 2.1 Of 11 000 • • • • 0:0 • • • • • • • • • • • • • •• •• • • • •• •• 000 0 • • ••• • • • DESIGN]AAD CAPACM - PSF DESIGN LOAD CAPACITY- PSF u ,SU; (XO OR OX SIZES) (XO OR OX SIZES) a M.M.BAIL. H.D.MTG.RAIL - STD.MTG.RAD, R.D.MTG.RAD. H.D.M.RAD. G=TYPES MMS TYPES G=TYPES 6493 TYPES GLEES TYM Q RUCK DIMS. 'A'&'AI','B'&'BI' V&181' BUCK DIMS. 'A'&'A1','8'&'Bt' Ir&'B1' C&'Ct' °j WIDTH HEIGHT EXT.(+) INT{-) Ma.(+) INT.(-) wroTH HEIGHT l7(f.(+) IM.(-) EXT.(+) INT.(-) EXT.(+) INi.(-) Q 25-1/2' 65.0 05.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 36' 25' 65.0 65.0 80.0 80.0 -15/16 25' 65.0 65.0 80.0 80.0 55.0 65.0 52-1/8• 65.0 65.0 80.0 80.0 82-1/2' 65.0 65.0 BOA 80.0 65.0 851 73' 65.0 851 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 55.0 65.0 25-1/2' 65.0 65A 80.0 80.0 - 7-15/16 37-3/8' 65.0 65.0 80.0 8OA 65.0 5SA Ipp��11 36' / 65.0 55.0 80.0 80.0 82-1/2' 65.(1 65.0 80.0 BOA 65.0 65.0 0 Q 52-1/8' 37-3/8" 65.0 85.0 80.0 80.0 54-3/4' BS,O 65.0 SOD 80.0 65.0 65.0 0 ONE N G- 73' 65.0 65.0 801 80.0 7-15/18 49-51C - - - - 65.0 65.0 YC3C,C, "`fff333w 75-1/2• 85.0 651 6(11 80.0 62-1/2' - - - - 65.0 651 (g� 36' 65.0 651 601 ROD 54-3/4' 65.0 65.0 80.0 80.0 05.0 85.0 LL z e-r+ 49-5/8 52-1/8` 65.0 65.0 80.0 80.077-t5/16' 7-15/16 02' - - � - 05.0 85.0 73' 65.0 65.0 80.0 80.0 82-i/2' - - -• 65.0 B5.0 25-1/2' 65.0 65.0 80.0 BO 36' 85.0 65.0 80.0 I.-A 52-1/8' 62" 65.0 65.0 80.0 73' 60.2 60.2 80.0 (1/3w) (2/m h (1/2W) (1/2) v�» OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' � �N OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 08, 'XO OR OX' o 0 BOCK DIMS FIN FRAME l" cm^dow FIN FRAME s a$ `meg pyo..... 7 • • • • • • • • ` y.•VOENSF'•.,•• R'j it •• •• •• • • • •• r ' - PRODUCT REVISED eounal��lo�ewwl the mortars NOTE: NOA-No. 15-0929.13 • ••• GEGSS OWITIES QN THIS•SHEET ARE E4 E4 • • • GIASED ON RASTM 81390-A9 3 SEC. GUSTS) ExPiratton Date 09f2212020 M'M OF ,?dU` drow)ng no. • 14ND FLORIDA BUIL caM ss1oN pIAY 1 120 '�DRro........•'Gem W10-18 STD, uTG. RAIL: H.D. Mfit� RAR D�G�ARiITOLtY STA NT�OC OS-DEC-219 B�BIamI c e dual Contro ��� lOj�J�e �\ •• • ••• • • • rRlifit A sheet 'S oftl„ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) (XOX SIZES) STD.NIG.RAIL I B.D.MTC.RAIL M.NIG.RAIZ. H.D.BTG.TAU. H.D.NIG.RAH. Z m 3 GUSS TYPES CUSS TYPES CUSS TYPES a=TYPES C=TIPPS BUCK Dims. 'A'&'dl','B•&'BI' 'B'&TV BUCK DIMS. T&'U','S'A'RI' IS,&'Bl' 'C'&'Cl' �j q WIDTH I HEIGHT EXT.(+)I INT.(-) EXT.(+) INT.(-) WIDTH sucHT EXf.(+) MT.(-) EXr.(+) INT.(-) -(+) iNT.(-) ilf Sg •6 73' 65.0 85.0 80.0 80.0 73' 65A 65.0 50.0 80.0 85.0 65.0 g b p 105-1/4' 25' 65.0 05.0 80.0 80.0 105-1/$ 25' 65.0 85.0 80.0 80.0 65.0 65.0 jaal CC" 110' 55.0 6510 mo 604 110' 65.0 65.0 80.0 80.0 65.0 65.0 ACC C 73' 65.0 65.0 80.0 80.0 73' 55.0 65.0 80.0 80.0 65.0 65.0 8 py vi tJ� 105-1/4" 37-3/8' 65.0 65.0 80.0 60.0 105-1/4' 37-3/8• 65.0 65.0 80.0 60.0 65.0 65.0 Gl 110' 65.0 654 80.0 80.0 110• 65.0 65.0 80.0 80.0 65.0 65.0 O Q 2Q IQ7 73' 85.0 65.0 80.0 80.0 73' 85.0 83.0 80.0 60.0 65.0 65.0 10 105-1/4' 49-5/8' 65.0 65.0 30.0 80.0 105-1/4' 49-5/8' - - - - 65.0 65D Q q 110' 65.0 65.0 80.0 80.0 110' - 65.0 65.0 73' 65.0 83.080.0 80.0 7Y 65.0 6SA 65.0 604 80.0 85.0 Z j 105-1/4' 82• 61.6 61.8 80.0 80.0 105-1/4' 62 - - - - 65.0 63.0 110' 60.0 60.080.0 80.0 110• 63.0 mN U C � yq� (1/SW) (1/4W) (i/ ) (1/4W) V =0 o- Or OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING MEMS TO BE 1/4 OF THE WINDOW WIDTH I3 p M n 'XOX' XOX" 0 F BUCK DIMS o u FIN FRAME c o -FIN FRAME •• ••• • • • • • •• i i ••� i i i � i ``t ttt Ii�EI7jq' o •• ••• a.: • • • •• PRODUCT REVISED 7"1eemrCp with the Florida _ PBZ _6 � LC�,,.1�c�J Building Code 5 NOTE: NCA-No. 15-0829.13 _ • ••• GAS WACIRES j0N THLS SHEET ARE Expiretton Date 09/2212020 OR ,i Browing no. E4 ea • • • •BA16ED ON ASTM•Et i00►09r(3 SEC. GUSTS) .t� • • By %•AND FLORIDA BLRLDMG CORMISSION W10-18 $TD. MTG.ReIL: H.D. G. RAIL �A�CLsgwTpRY•STe-YtE q V5-DEC-219 miami-myrModuct control 194Y 1 f •• i� ••• • • • 7 TY 1 ttttttl sheat 3. of 11 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASSV zs 075'Interlayer 075'Interlayer M� ° Saflex CP With PET Core Safi"CP With PET Coro 0 0'Eastman Chemical Co.' BByR'Eastman Chemical Co.' 3 080'interloyer 090'Interlayer 1/9-HEAT STREN'0 GLASS .0 SaOem Clear And Color Gloss sanex Clear And Color Glass / By'Eastman Chemical Co.' By'Eastman Chemical Co.' a OR OR 075'Inlerloyer Op .090'Interlayer DW Intartoyer SaOex CP With PET Care SentryGlas SentrAlas By'Eoatmon Chemical Co.' ttVV By sKuraray America.Inc.' OSA'Kummy America, Inc.' OR {�D 121 OR 090'Interiayer 090'Interlayer 090'Interlayer Sent los R to Kuraroy Bulacite PVR Kunaroy Butocite PVB Ely'pray V p jJ.~i By'Kumray America.lrm.' By'Kumray America.Inc: Ku Americo,Inc.' 1/8'ANN,GLASS 1/8'HEAT STREN'D GLASS 1/8'HEAT STREN'O GLASS O n G a Qty^ SILICONE SILICONE SILICONE 2 LL3 m GE 1200 i GE 1200 i m GE 1200 z DOW CORNING 898 DOW CORNING 899 g DOW CORNING 899 V'Z g DOW CORNING 995 M7 DOW CORNING 985 iv J Mt DOW CORNING 995 J xO \n Mt \O \• QmafB i l Nj 0 K u dr o EB LTx.. EB EB g ^ AT 1/4 POINTS ON UTt3 W AT 1/4 POINTS ON IITES M7 / m W AT 1 4 POINTS ON LUES • M7 WIDER THAN 36' WIDER THAN 36' WIDER THAN 36' 0 GLSS TYPE 'A' GLASS TYPE 'B' GLASS TYPE C. WW 5/16'NOMINAL LAV.GLASS 5/16'NOMINAL LAM.GLASS 5/16'NOMML LAM.GLASS C In N�n'rm 1/8'ANN.CLASS 1/8'HEAT STREWD GLASS Q .075'Interlayer 075'Intarlayer V 3 m C Z Saflex CP With PET Core Saflex CP With PET Care 0'Eastman Chemical Co.' By�'Eastman Chemical Cc: 3 0- .090'Interlayer 090'Intedayer 1/B'HEAT STREN GLASS C, SoHex Clear And Color Glass SoDex Clear And Cole Glass OR'Eastman Chemical Co.' By'Eastman Chemical Co.' O OR .075'Interbyer 1/4'AIR SPACE 090'Interlayer 1/4'AIR SPACE 090'Interl yer 1/4'AIR SPACE Saflex CP With PET Com SentryClas SenlryGlaa By Eastman Chemical Co.' B:y'Kuranry America,Inc. By'Kuroray America.Imm,.' OR 1/8'ANN.GLASS OR 090'Interlayer .090'Interlayer 1/8'HEAT STREWD CLASS 090'Interlayer t/8'HEAT STREN'D GLASS SentryGIOs 6 6 Kumroy Butocite PVB Kuraray Buta6ta PVB By'Kurcray America,Inc.' 0 By'Kuraroy America,Inc: By Kuraroy America,Inc: 1/6'ANN.GLASS 1/8'HEAT STREWD GLASS 1/8'HEAT STREWD GLASS PRODUCT REVISED o g as aom 1 i with the Florida u SILICONE SILICONE m SILICONE NCAd-KT 15-0929.13 0 a t m ,GE 1200 z GE 1200 GE 1200 DOW CORNING 899 DOW CORNING 899 g'� DOW CORNING 899 Expiration Date 09/22/2020 w <o n e m DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 ca By o d d m � h9lami- de Product Control i XL EDGE SPACER XL EDGE SPACER I XL EDGE SPACER u o>w s o ST.STEEL BY'CARDINAL.' • • • ST.6TEEL 6Y♦ARDIML• I ST.STEEL BY'CARDINAL.' OR • 0• • • • • OR `11111 t111/1V O Dl1RASEAL BY'OUANIX' OG s • DMR1911 by'lUAtR%' K OURASEAL BY'QUAMIX' t .t1 /� VVi o OR 0 • • i • OA • ••• • 0 OR ���� 7V-- t El SUPER SPACER BY'OUANDP P' raft • f• SWrSP:ER!Y:V•A�EX' W Eg SUPER SPACER BY'OUANEX' ••.•�31e'•. -- \ W M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES GLASS TYPE'Al' GLASS TYPE 'C1' 0.70'OVERALL INSUL.LAM.GLASS ����L•WSUL , ,ywe•• ••• ••• 0.70'OVERALL INSUL LAM.GLASS OF •�f/`� drawing o no. (S.M.I.) . • . •�-.• . • 41.0 : : 14AY 1 129 -,, �o�.. IN ORDER TO OLIALIFY SMA0ISStLE IMP/jr 4TWq, • • • • EXTERIOR PLY OF GLSS E' 1,'B1'du,gti MUST•BE TEMPER. • VIII 1111111 11 sheat 4 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHURS M TARE FLANGE & FLANGE ADAPTOR FRAME SEE ELEV 1BY FOR SPAQNG b WOOD BUCK TYPICAL ANCHORS • I .. •• SEE ELEV. 1j Z 3 F _____--_ o g p v �'. .. aEOGE DIST.•. FOR FACING 2 m I I MIAMI-OADE COUNTY APPROVED 1 t °e•a•.° a - = x II MUWON k MUWON ANCHORS rn It EDGE DIST. m c I I SEE SEPARATE NOA I{ ( It I EDGE DIST. I I N•".• c0.� I I lV I - _ _ -____ TYPICAL ANCHORS i TYPICAL ANCHORS SEE ELEV. FFtt 1 SEE ELEV. FOR SPACING g I I FOR SPACING a+ asl �3 M;E 0 2 3/9'MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O AND TRANSFER THEM TO THE BUILDING STRUCTURE. �\ 3 c n TYPICAL ANCHORSSEE ELEV.FOR SPACING i 2-3/8,MIN. � it n r'� 1/4" DIA ULTRACDN BY 'ELCO' (Fu 177 KSI,Fyo155 KSI) 0 n INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O w 0 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 B BUCKS INTO CONC. OR MASONRY o x N �, t WHEN USED INE MIK WOOD li1FC1t 1-1/4" MIN. EMBED INTO CONC. OR MASONRY $ o o } 3 N N1 _ DEPTH SHNL BE W.THE IISE OF DIRECTLY INTO CONC. OR MASONRY Pr O n W p m DEEPER OR IIEVEIID W0009umcs is 1-1/4" MIN. EMBED INTO CONC. OR MASONRYPERICITZ� Tri I W 014 cue OR SELF DRILLING cCREWS (Fu=74 KSI,Fy=58 KSI) o- W ' INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK=1/8') U (a INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PRODUCT REVISED TYPI A EDGE DICTANCE p4 :i a8 com tyIn with the Florida c R 8 6 i E7 Budding CoXe INTO CONCRETE AND MASONRY 2-1/2' MIN. 2 W t NOA-No. 15-0929.13 INTO WOOD STRUCTURE = 1' MIN. a '' BZFiratlon Date 09(22M1020 INTO METAL STRUCTURE = 3/4" MIN. I E 0$ e M9 IWOOD AT HEAD,SILL OR JAMBS SG = 0.55 MIN.. By +=r m m MIamW doduetContro CONCRETE AT HEAD,SILL OR JAMBS/'e=3000 PSI MIN. _ i Wt C-90 I10LLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm 2090 PSI MIN 01 888$ - IEPHOLES: W3 1 •• • ••• %l 1/4- / X 1-1/2' WEEP SLOT AT 4-1 8" FROM EACH tt lttt 17rtr7j © I O • I i i •• •• END WITH PLASTIC COVER ...�,�9 7j7i r •1�2•= 1/8' X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END 019V a. �� �v :y: -Z 4a a: e' a W3 1/8' X 1/2"WEEP SLOT AT 3-1/8' FROM EACH END ), °•. EDGE IST. • -' .. - C A7E OF dr"n no. °•. • s • • • • e qty ®'• 'kr 9 r, ley TYPICAL ANCHCItS' .,.9.- :• .• 1 • • • • INS I + (S DP•• ` W10-18 ''WOOD SUCK •. FOR SPACING ' •o • • •: I�O ••• t t 1 1201 ''%SS�OAl.91- ��� •• • •e• • • • rrrlllttt sheet 5 oT 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 06411 0 • FLANGE & FLANGE ADAPTOR FRAME 4.V 8 0 1/4'MAX. BUCK WIDTH 1/4'W. o s - 9iM5 �4 3 Trwca AW� `'ENT WIDTH "�"T'ADTM FLANGE ADAPTOR FRAME 0 SEE FOR SPACING O O O t/z'TYPP� 1 ELEV. E F F . Cog *1/2 t 1�/4• --a __SCREENS OPDONAL .._. .. .. .._.. .._.._.._.._.._......_.. p� upW dv . R W 1 WOOD BUCKS XOX LAYOUT EXTERIOR Q TYPICAL ANCHORS D.L OPG. SEE CIV. FOR SPACING vel N MM-OADE COUNTY h APPROVED MULLION C &MULLION ANCHORS O SEE SEPARATE NOA BUCK W:07H BUCK WIDTH O ALTERNATE E3 O SWEEP LOCK � OPTIONAL TO V to SPRING LOCK p it ____ = SB R Lin N MT" II 1 I _____ _ I I I iO.j E4 TYPICAL ANCHORS L; SEE ELCV.FOR SPACING 1/4'MAX. DUCK WIDTH t/4'MAX SHIM 1 SHMS - i"i L4 N tl VENT WdITH yy �s ti TYPICAL ANCHORS E F G TYPICAL ANCHORS SEE ELEV, t SEE ELEV. FOR SPACING 1 v> FOR SPAClNG INTALLA71ON DETAILS SHOWN ON PAGES 5 .d AND 6 APPLY TO BOTH FLANGE FRAME AND m o ds.; FLANGE ADAPTORFRAMES. rat u u$$ 1 •• • 0 • • W STRUCTURE _ • • • 11 j �\ `... EENS OPTIONAL I� a Tg3 _ � t0 --- 1 — PRODUCT REVISED ; ee complOrl with the Florida - tgY DuiMirtg Code - E6 • •B7lTERIOEi • WOOD BUCKS NDA-Ho. 15-0929.13 0 • • • • • ,• Expiration Da 09t22l2020 ®' OF drovnng no. XO LAYOUT • • • D.L oRK• • :,. : DR1DP:' a'� �i� -......... C9\ •• •• 'i .:'_•;;•: sr PAY • •• • • • :i; k•• Mlem Produ Control /YT��`�' L\\\ sheet 6 of 1 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �ELV.ANCHORS STRUCTURE EQUAL LEG FRAME IBY FOR SPACING WOOD BUCI( --------------- SM _ _ :. •-\-: 1 .. SEEEE ELEVANCHORS m r-------------------- FOR ---------------- -� 3 • toy i FOR SPACING I 1 MIAMI-RADE COUNTY APPROVED 11 Z y e,•, S = I I MULLION&MULLION ANCHORS II Q '� a ' tl EDGE DIST:- $ 1 1 •° <�• = r OGE I I SEE SEPARATE NOA I I s \ c I I EDGE t i \ = Svry� H \m rz TYPICAL ANCHORS TYPICAL ANCHORS G7 It ap SEE ELEV. 4 FOR SPACING FOR SPACING 19 1 vl 2 A 1 2Z2 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES Q W m g TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. u 11/4- 2 3/B'MIN. r BULK WfOTHi U0 t7 Lu� is^o J a 3 NM �+ _.._._.._.._.._.._.._.._.._.._.. WHE+USED THE 41N.WOOD SUCK C Z c 1 DEPTH SHAD.BE W.THE RISE OF MIAMI-DADS COUNTY 3 p k 6€ CEEPEA OR BEVELED VRIODBUCKS APPROVED MULLION W �1�D• &MULLION ANCHORS C7 p i E8 SEE SEPARATE NOA U Y BUCK WIDTH BUCK WIDTH O TYPICAL ANCHORS I� SEE ELEV.FOR SPACWC ! 09 I I o 1 1 E7 `a 11 m 5 e i i W2-"- K:7 2 � I 1 Lp no A, WI M3 I I I 4 o =� G S3�$9 t --- ��oo � • • •. • • �� tAttUunury�� E2 • ♦ �W� ��i TT_ •• •• • • pRODUCT REVISED `,• `�:..:�,'0 - p A. - as oomptying with the Florida = �� , 'e Balidlim bode ...4' NOA-No. 1$-0929.18 Y2u Ef1GE DI$. - :' °:• .•'••••••�i~ .a•• •e•• •i•TIVICA►ANL,ImS Expiration Date 09122t202D TE OF drawing no. !. TYPICAL ARCHORS •! .!.a..�- i j • 1 5✓�4EV.• By A10RlOp. \� `,WOOD 8ley= .FOR SPACNG •0- . 0'0° • f • • ••F:R 5'pACI�G Miami- a Prodaat n 14Al i � (' i�tss�®•••-�a.1�9��� YI��—�v %e• • ••• • • • ��I'AIALt t�� sheet 7 Of 11 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • ,� Fl �ANCHORS FIN FRAME �4.V OR INT. FOR SPACING - o_ s BY CGI Z q� 1 1/2 , N y .� Q q HOUSE WRAP TYPICAL. ANCHORS; SEE EI.W.FOR SPACING �,p NOT BY CGI � #0 SMS (Fu=74 KSI MIN.) E l fA71 z I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES G� ZJ ESp 1-1/2" MIN. PENETRATION INTO WOOD { a p P bq q 0 N Ow WOOD STRUCTURE 1/4'MAX. BUCK WIDTH 1/4'NA)L td. ao NOT BY CGI GAP GAP C 0 C4 d ai ,/YBWN.f/2'NTN. 0 �R .0Uw; ZO n C302l-. /—CAULKING 1 i vnagli -----------'r-FE �� gg II a C g E7 __ g SCREENS OPT. ._- .._.. •=-- C W2-1" I H iHOUSE WRM 82 1 iI ffWE3� eACKeEo 7 NOT BY CGI w1 •i •�•i• i•i �• i• EXTERIOR $8oenn�un�. ; i•. •• locowl i•• o r.i� PRODUCT REVISED HOUSE WRAP �S' asaompleag6oae wkh the Ftorldo -q NOT BY CGI t ,/2' z 3 BuBding _ _ S <` • •.• • •.• • Non-No. 15-0928.13 • • • • • • . • .0. EXPIMUOU pate 0912=020 'Q of drawing no. TYPICAL ANCHORS •• • • •• • . • • • TayS gO�Dp' �` Wl0-1S SEE ELEV. . .. . . . . . . . A1 1 FOR SPACING •• • •.• • • • Miam .Product Control • • • • • • • • • • ITEM PAST @ g11AN1TTY DESCRIPTION MATERIAL. MANP./SUPPUER/REMARRS 01 E7 CGI-100 FRAME JAMS 0 FIXED CLASS 6063-T6 CGI EXTRUDER AY O E2 CGI-113 - FRAME SILL 8063-TB CGI EXTRUDER 3 E3 CCI-102 - FRAME HEW 8083-76 CGI EXTRUDER Z y E4 CM-103 _ MEETING T6 6063-T6 GCI EXTRUDER E5 CGI 104 - LOCK RNLI 6063-T6 CGI EXTRUDERA. CGI fJCI'RUOER Q+ g EB CGI-TOS - HANDLEDHANDLERAIL 8063- E7 CGI-108 - SASH RAIL 6063-TS CCI EXTRUDER FSI CGI-107 5/16•GLAZING BEAD 6083-TS CGI EXTRUDER n4'C t w ESI CGI-108 - 0.700'GLAZING BEAD BOBJ-TS CGI EXTRUDER y E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER Li cy Eli CM-110 - NAIL FIN ADAPTOR 8083-76 CGI EXTRUDER E12 CGI-135 - TF FRAME JAMB 0 FRED CUSS 6063-76 CGI EXTRUDER ' 6063-T6 CGI EXTRUDE TF FRAME HEAD R E73 CGI-136 - Q EI4 CCI-139 - TF FRAME JAMB 6083-T6 CGI EXTRUDER _ 6063-T5 CGI EXTRUDER E15 CGI-140 - 1'MUN7IN �tpp E16 CGI-141 2.5'MULLION 6063-TB CGI EXTRUDER Q 8 E17 CGI-605 - SCREEN FRAME 6063-TS CCI EXTRUDER O E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 SILL FILLER - 6063-TS CGI EXTRUDER a E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - HD LOCK PAIL 6063-T6 CGI EXTRUDER E22 CGI-138 - IF FRAME SILL 6063-T6 001 EXTRUDER n w E27 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER ow g of M1 CGI-382V - GLAZING BULB VM(OUROMETER 75-80 SHORE A) PVC - 122 CCI-111 - SCREW COVER(OPTIONAL.) PVC - _ I•. M3 CGI-112 3'0 ANCHORS I EQUAL LEO COYER/SHIM PVC n M4 - 0.700'X 0.040'BEAD GE1200 SILICONE SILICONE CE N j7 m NS 0.700'X 0.040'BEAD DOW 995 'SILICONE DOW g O M n MB - 0.700'X 0.040'BEAD DOW 60SIUCONE DOW c Z G9 ' M7 2/LITE SETTING BLOCK EPOM OUROMETER BOTS SHORE A wa - - PROTECTO WRAP WATERPROOFING OR EGUN. NSI 684 ROLLER TRACK PVC U O 1210 CCI-128 2 PER SASH ROLLER HOUSINGNYLON - C� 1211 W23201NO - PILE WITH CENTER FN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN t�gs1 M13 C01-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M ' d M14 391-N 1 PER SASH ANnUFT BLOCK NYLON Mew < OIL AA 1215 - OPTIONAL RETICULATED FOAM 30 PPI Mt6 CCI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. o M17 A30730401-32 .1 PER WD. CAM LOCK ZNC TRl1TH OR EOUW. PRODUCT REVISED as oom ting with the Florida z z $ 1218 CGI-132 2PER WD.2' SASH STOP PVC PROTOTYPE ButldinB-Code MIR CGI-111 0 FR.HEAD SCREW COVER P/C PROTOTYPE NOp-Ne. 15-0929.13 M20 CCI-125 2PER SASH SASH CAM(B/F BALANCE) NYLON M&M -Expiratlon Date 69122/2020 14V OR ED ^M +o N22 - VARIES M-FID WEEP COVERS PVC AMESBURY • 661 ro uct Gonvol t3 g S2 - Z OR 3 PER CORNER f 10 X 1 1/4'LC.PHL PH.SNS. ST/SF.ASSEMBLY S3 - 1 1/a'EMBED. f B X 1 1/2'LG.PHL PH.SMS.RN ANCHOR SCREW • • • • -• - - `ot11111 1117j7 S4 - 4 PER WD. /B X 1/2'PH.SMS.ST/ST BALANCE BRACKET •• f J -• • �JW.A - 'ZJ'i ^ •� S5 2 PER W0. 8 B X 1'LG.FH.SMS. Si/8T.SPIRAL&ASSEMBLY • • • • - - CEN3�•'• SB - P 6 X 1/2'LG.FH.SMS.•CGI-133 &CAM L ••• •• f- -• •• SB - 4 ON.RAIL # 10 X 4'LG.PHL PH.SNS. ST/ST.ASSEMBLY MEERNO RAIL - - ` 592 PER ANT6IFT /10 X S/B'LG.PHL Pit SMS. ST/ST.ANTiLIFT SCREW • s•• • ••• • • 7801 1 drrnYing no. . • • . • • • • . . W10-18 •i •• •• i • • ••• i • 14AT ' 1201 �'7�S��NALI sheet 9 of 7 7 ••• • s • • ••• • • • •• •• ••• • •• •• ••• • • ••• • • 2.440 2.440-� 2.113 -.U85 .490-1^--y .120 , I I �4" o 0 1.015 7�- 050 TYP. .705 .050 71P. Z .� 3 2.101 1.550 1.680 W1.015 1.361 I.sm 665 "1 2b482 .2205.007650 5/16' GLAZING BFAD .700" GLAZING BEAD gR �0 1.015 1.366 .745 Elt NAIL FIN ADAPTER 1.395 J=L .180 1.449 .283 a& ` E13 FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL -1.496 iiilll eso L� 0� I 0-gr 0 I 1�1.4t3 tA15 1.015 i•� I Lal oss 1.140 1.140-1 IYP. 2.264 lis FLUSH FRAME COVERSCREW COVER ILI tA15 �rJ 1.220 O 080 -1 L TIP. 085 3.930 .065 u� 4.4303.5 T� 2.865 3.185 TP. 2.885 1.043 C n OLOCK RAIL Eta. SILL FILLER 0 m O � 1.786 0 w 1.490 z C 0:1�N o 2440 2.440 .050 3 N n r) 2.310 n I Q2 FLANGE FRAME SILL OE2 FLUSH FRAME SILL t 015 707�P 1 220 N c Z_ 2.737 T 737 O FLANGE ADAPTOR 3 0= 1.043 U g yp. 085 O nP. TIP. E21 ALT. LOCK RAIL � 2.505 2.613 2.505 2.613 I _rl _] 1.892 ;R 1.000 Aal .500 .991 2195 _{{11 W S 53553 �� e� t4 7.237 2.737 lA1s E14 FLANGE FRAME JAMB (MOVING) OFLUSH FRAME JAMB (MOVING) 1.043 .811 .811 0 0�ri o m � HANDLE RAIL • ® •• `11 it 17717 7 • *0292505 .065 IYP. T505 .065 nP. • PRODUCT REVISED1.015 1.015 5 as�omplyl with the Florida BuOdfng Co NOA-No. 15-0929.13 Fac iration Date 09/2212020•• • • p o.8 •• �• ••: :•. .'. ey 14AY i 120 .,lss 1c?� W10-18 �'y Mla a Produo! ntrol �14 Etz FLANGE FRAME JAMB (FIXED) El FLUSH FRAME JAMB (FIXED) i1�fJ • SASH ROU•• Itlltltlt sheet l0 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z �93 I 0 �i1�H •Ol xp1% - aa�f F 0 N FRAME TOP CORNER L a w 0 VENT TOPACTTOM CORNERS - 52 0 w g c'y % A 0ro A � a e 0 e. AN,FRAME BOTTOM CORNER � Z •• ••• •• • • • •• g PRODUCT REVISED es comp)yIng with the Florida : b se NOA-No.c�e 15-0929.13 r • 1 i : ••• ••• Expiration Data 09122/2020 ••• • •• t, OF :• � rd— W! drovno. '� W10-18 •• 0 000 • 0 DI,— I, 14AY 1 i 201 •ss''" " fJXED MTG. RAR CORNER••• :• • • • • • • • MIamFD Product Control �i�Jr� FaL1;;1� aheet11-f 11 0:0 • • • • 0:0 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w MIAMI•DADE MIAMI-DADE COUNTY QAUAAU PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) i,ww.miamidade.eov/economy CGI Windows&Doors,Inc. 10100 N.W.25r' 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. 6696 DESCRIPTION: Series 11160 Sentinel"Aluminum Outswing glazed Doors w/woe.Sideiites-I.,UIs 9' ...... APPROVAL DOCUMENT: Drawing No.W13-01 Rev D,titled "Series 160 Sentinel butswing OcrorS.,sheets 1 tbru of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 gad.t glreviseJ on AUG M,2015, Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product CWUPI Revisipn st§ mp with aw. Notice of Acceptance number and expiration date by the Miami-Dade County Product.GoatTol Sedtift..• .... MISSILE IMPACT R ...... ]RATING: Large and Small Missile Impact • .. ..... .. .. . ... . ...... Limitations: ...... • 1. See Design Pressure ratings single and double doors in sheets 1 &2,single side:te ih theet 3 and door mttl}t2n: in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply-to the ntire:MMbly. . 2. See glazing option in sheet 5 and locking hardware options in sheet 9. •• 00000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,st'a'te afid 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 Bled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises## 13-0226.06 consists of this page 1 and evidence pages E-I&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 14-1015.04 MIAMI•DADECOUNTY Expiration Date: August 08,2018 Approval Date: August 13,2015 Page 1 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 013-0226.06) 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 alumjAVV sidelites, issued by Certified Testing Lab.,Test Report No. CTLA 3056WC (sample#3)dated.a4/16/20 5... signed and sealed by Ramesh Patel,P.E •• ease** 000.0. • .. . 0000.• . C. CALCULATIONS 000000 0 . 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5I1?•0•: Edition), prepared by Al Farooq Corporation, dated 10/06/2014,T1/l9/150and 4st re Asgdop 0000.. 0 AUG 04,2015, signed and sealed by Javad Ahmad,P.E. 0 000. 0000. 0000 .. . 0000.. 2. Glazing complies w/ASTME-1300-02, -04 and-2009. •• • 0000.. D. QUALITY ASSURANCE 0000.. 1. Miami Dade Department of Regulatory and Economic Resourcp;<hER). 0000 0000.. 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(5u`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 letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises# 13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14 &# 12-0553, dated 04/25/12 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 E-1 37-1/4' 72' DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS o 2 ANCHORS QUANTITY CHART 6'MAX. 3' STILE ENDS R,C, HEPI SEE CHART FOR QUANTITY ANCHOR TYPE Z HEAD/SILL AT CORNERS SIM 'p' '8' 'C' CORNERS A A 1 4' 4 4 4 3/8' 6 6 8 Q a L1L_ cy p --i� Q IL 4 a ii\ u u 4 n� I � � I �� raoDucrL�vlsEo a LOCK OPTIONS I �u/i rtf>t•IO He FbefOa �i f _ oQb �0 �, ! SEE SHEET 9 m a � m II Q m 10 \ 1 11 m Ws ?olg II I ��' II '3�n.�• 1 O O 11 \\ � \\ I 1 // II Q,� p 0 fn az^ II i 1 I N o SERIES SENTINEL 160 = II 1 1 I 11 2 �FNo acTNE ACTIVE I I- Nn = ALUMINUM OUTSWING DOOR W/ SIDEUTES U)W-m I APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS p 0)):l 8 m WITH OR WITHOUT SIDELIT£S. 3 n zz SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z a 0 $ SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. 23 1/2' t0�8 23 1/2" 23 i/2' SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. D.L.OPG. 2 ANCHORS o.L.oPc. D.L.OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. U TYPE'B' 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY 0 AT STILE ENDS TYPE'B' FALSE MUNTINS AT STILE ENDS MAY BE USED CHARTS WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( X ) ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY , HURRICANE ZONE (HVHZ). $ 1BY OR 213Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO = $ DOOR OPTIONS o R W TRANSFER LOADS TO THE STRUCTURE. o� JE DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY-PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS m i SINGLE DOORS (X) DOUBLE (XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR DIMS. LAM, or INSUL-LAM. DOOR DIMS. LAM. or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME EXL(+) 9HT.(_) FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL. C m^+ WIDTH WIDTH F•1CHT ` WIDTH WIDTH HEIGHT EXT.(+) INT.(-) A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. ° B=8 37-1/4' 35' 96" 80 80 /� 72' 35" 96' 80 80 °M�A 9 0*: •• • • • • • •• MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO NOTE: • • • • • • • • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS o VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHORE REQUIRED. •• • • • • • OF CURRENT FLORIDA BLDG.CODE. n o • • •. • • • • • • Engn JAAAD AHMAO o u Q NOTE: •• ••• •• • • • •• CIVIL FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL.DURING DOOR D.LO. DIMS. FIA PE/70392 c PERIODS OF HURRICANE WARNING. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" 1 CA 3538 a 1v�1 (X 0 RS) FRAME WIDTH - 13.75" NOTE: .•. • .$6.0'791 H (XX, %RS)6 a 1FRAME WIDTH - 25)/2 .�UG 2015 0 GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• • • AND FLORIDA BUILDING COMMISSION • •• 1jD0f4/$wELRES•ARF•RAf.DIOR LARGE AND SMALL MISSILE IMPACT. W13-01 DECLARATORY STATEMENT DCA05-DEC-219 •• • • SHUTTORS ARE NOT•REOUIRW. sheet 1 oT 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 37-1/4- 72' Z • DOOR FRAME WIDTH DOOR FRAME WIDTH HEADQCHORS AT STILE CHART ENDS C 2 ANCHORS 6.MAX SEE CHART FOR QUANTITY 6'MA%. 3• TYPE A, 'B'OR C HEAD/SILL 3' 6' 3' ANCHOR TYPE 6 AT STILE ENDS HEADo SILL CORNERS 'A' '8' ' p 0 CORNERS 1/4-ERS q _ q _ 1/4' 4 4 4 4 d 1 1 1 1 3/8' 6 6 6 1%Fp. 1/2' 7 7 - 0 U v acQ --i✓ i / i �� � 3�QaG 1 1 E 0 a s m a '�� j m a 0 LOCK OPTIONS s _ o {�'_� I = 0 SEE SHEET 9 IRS' \� \ 11 •AI �• I II \�m � » 01 o ►RADUC r REVISED 17 \ 1 (An Calk the Fbdh °a Li-.-ll AeeeMroSACTIVE ACTIVE - 1 - Cestlat < 0 23 1/2- °p � 23 1/2- 23 1/2- A $ o D.L. OPG. 2 ANCHORS D.L. OPG. D.L.OPG. TYPE'8' 4 ANCHORS SURFACE APPLIED AT STILE ENDS TYPE'B' FALSE MUNRNS AT STILE ENDS MAY BE USED o' °u c 9 TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEYATION FOR 3 HINGE ODOR 212 ( x) ( xx ) NOTE: SEE SHEET 1 FOR DOOR CAPACITIES c m a a r m i 4141 4141• • • • • • 4141 • • 4141 • • • • • n , • •• • • • • ••• • Engr.JAVAD AHMAD 4 9 9 4141 4141• 4141 • • • •• CMFuL PE/L S ,� CAN.3538 2 • 4141• • 4141• • • • • • • • • • • • • drawing no. ••i t • 0419 00 • 4141• t t W13-01 7• 4141 • • 41 • • • • A 052015 2ot11 •• • 9•• • • • sheet •4141 • • • • 4141• • • • • 0 • ••• • • • • • • • • • • • • • • 4141 4141 • • • 4141 4141 •4141 • • • •41• • • 144'MAX. 1� o 37 1/8' 36' 72' SEE CHART FOR QUANTITY » SIDELITE WIDTH SIDELD'E WIDTH DOOR FRAME WIDTH SIDELITE WID HEAD ANCHORS Z 3 AT STILE &MULLION ENDS O r . 6'MAX. 6' QUANTITY CHART F MAX. HEAD/SILL / LL I 1 ANCHOR TYPE CORNERS 8'SHIM Q s (qu 1/4` 4 4 4 3/8' 8 8 B O 7 4 1/2' 17 - �pp WW��eAI 'm I 11L_ Oda o � --li- ---fir--- 041,L) •a /e I N E �� - // V m ti // LOCK ONS 1m a i FASTENERS SAME LOCATIONS 0 _ o ��• _ \_o �/ / SEE Is}iE 9 --__.I,_•o \ -- if✓ -- AS ANCHORS SHOWN ON --H- 1 _---�G- SHEETS 1 &2 N m m p rn m I II 11 s�s I If Um, O t7i ! 0 La ryl Il a f I -A --"Hj-=' o V) 1 II 11 � I 1 II II � N m 1 I OQ3�'1 n ACTIVE _ INACTIVE N G G - 9 �t o z o 31 1/8' 31 1/8' 23 1/2' J 23 1/2' 31 1/8' 1Oc�i V - D.L.OPG. D.L.OPG. O.L OPG. D.L.OPG. D.L.OPG. 0 SUWACL APPULD DESIGN LOAD CAPACITY - PSF 4 ANCHORS FALSE MUNTINS TYPE'B. MAY BE USED �+ sIOEUTE STATIONARY PANEL(0) TYpiGAI ELEVATION TYPICAL ELEVATION AT STILE AND i SIDELITE FRAME (SEE NOTE BELOW) ( O , OX EL MULLION ENDS 3 a y WIDTH HEIGHT Ys INCHES INCHES EXT.(+) INT.(-) hIODUCf REVISED c R yb eo.o sQ.o SIDELITE OPTIONS mcaft Switlthe Florih YS Y.YIng code 30 80.0 80.0 w..rw+«e No IL1 -10/j:0 i s 33 B4 80.0 80.0 iy4rbo DA1c s i�i t\S.. w rc $ 36 80.0 80.0 `LI"" A!►aUAMr md..�Ce�WI 37-1/e ns 77s 39 73.8 73.8 v. n+4-m 42 68.6 68.8 SIDELITE DLO, DIMS, a o M "�88$ O.L.O. HEIGHT = FRAME HEIGHT - 12.875" [17 80.0 80.0 •• ••• • • • • • .•D.LO. WIDTH - SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY 80.0 80.0 0 j D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 90 80.0 80.0 • • • • • • • • • EnV..JAVAD AHMAD o e o B0.0 80.0 •• ••• •• • • • •• CN0. I ' 77.6 P77.6 FIA PES 2 73.8 80.0 0 fee 000 • • • • • . • • • drowing no. 86 80.0 • • • • • • • • aU so.o • ••77.6 •• • •.• • • • sheet 3 of 11 • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR �v DOOR SiDELITE FRAME SIDEUTE SIDEUTE FRAME SIDELITE FRAME SIDELFE FRAME a o SIDELITE LEAF' FRAME SDIELTI'E TO DOOR MULLION WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH - WIDTH WIDTH WIDTH WIDTH HEIGHT (SEE NOTE BELOW) M INCHES INCHES INCHES ExT.(+) INT.(-) 24 80.0 80.0 F\\30 80.0 80.0C33 35 B4 80.0 80.0 0 i iii /i% i% /ii �i ii O c68 36 80.0 80.0 J J L37-1/8 77.6 77.6 \ \ 1.039 73.8 73.8 Qt42 68.8 68.6 \ \ / p�g w,R� 24 60.0 80.0 C IL Q o 30 80.0 BO.o xo (oxo)` -(xox)`- 0 H a 33 35 90 80.0 80.0 OX; Q m N 36 80.0 80.0 4 2 37-1/8 77,6 77,6 SIDEUTE DOOR FRAME SIDEUTE DOOR FRAME SIDELITE j 39 73.8 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH Q�ii a i Li 24 80.0 80.0 O 30 80.0 80.0 33 35 98 80.0 80.0 H 36 80.0 80.0 37-1/81 1 77.6 77.6 O % A W N � 0 1 0, _ _ n tn��� MULLION 'S%%0 DOOR STILE ' (=0 S 0O N M END ANCHORS l END ANCHORS 1RODUCf REVI3iD Gj 3 m O O SEE SHEET 3 SEE SHEET 1 ad a�plyMx wph 0.Fmd& Z Z Amp""N. y-Ipi1•Gy �r'pq`''a 4W.'1Mr'c�tlbn Dan 1 S11 I U o IUyY11►dF ael CoayeF � ^O LEAF WIDTH SIDEUTE WIDTH DOOR FRAME WIDTH SINGLE(X)37'MAX. 3, DOUBLE(XX)72"MAX. SIDELITE TO DOOR m NOTE: +n INSTRUCTIONS: •^''- GLASS CAPACITIES ON THIS SHEET ARE USE CHARTS AS FOLLOWS. •• ••• • • • • • •• BASED ON ASTM E1300-09 (3 SEC. GUSTS) o <m o • • • • • • • • • AND FLORIDA BUILDING COMMISSION 1, SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM • • •• • • • • • DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON SHEET 1. • •• • • • • ••• • t2 b 2. SELECT LOWER OF SIDELITE TO DOOR MULLION • • • • • • • • • Engr.JAVAD AHMAD p CAPACITY FROM TABLE ABOVE. •• ••• •• • • • •• cla 3, (OWER VALUES FROM STEPS 1 OR 2 W61 APPLY R C M 15PE M 38 2 \ X. TO ENTIRE SYSTEM. L' dro • • wf • • • •• • • • • Vin..- Wn 01 •• • • •• • • • • • • •• • • • • • • _ •• • 00: • • • sheet 4 of 11 ••• • • • • ••• • 0• Gee • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 U Z r O J F � a a u 0 u O�i a 0° 2 O1ao 3/16'TEMPERED GLASS ono N 3/8`AIR SPACE 3/16"ANN.GLASS 3/16'HEAT STREN'D GLASS �Z� 3/16`ANNEALED GLASS .075"Sofiex CP With PET Cora .075'Sotlex CP With PET Core 075`Soflex CP With PET Core IY a By'Eastman Chemical Co.' By'Eastman Chemical Co.' By'Eastman Chemical Co.' 0 090'Soflex Clear And Color Gloss 090"Soflex Clear And Calor Glass .090`Safiex Clear And Color Gloss By'Eastman Chemical Go.' By'Eastman Chemical Co.' By'Eastman Chemical Co.' n INTERLAYERS � INTERLAYERS .090'Kuroray SentryGbs .090"Kurorcy SentryGlas 090'Kuroray SentryGlos By'Kuroray Americo,Inc.' By'Kuroray America,Inc.' By'Kuraray Americo,Inc.' m .090"Kuromy Butacite PVB .090'Kuroray Butocite PJB .090'Kuraray Butacite PVB g By'Kuroray America, Inc' By'Kuraray Americo,Inc By'Kuraray Americo,Inc.' 0 Lu o 3/16"ANN. GLASS 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS F SILICONE SILICONE SILICONEo DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 MODltcr NEVTgEp 2N o /-DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 f°•Ph�i•4h th*Food& Sn un r.- GE- GE-1200 GE-1200 CE-1200 b•laial Cod c� ai NM m z z Aaapu•ee No -01 O r)n m i �.i m iii m i. iyMatY+gMe Z 3 J y _ ' XL EDGE SPACER Q a,l\ /� \ / g \ R STEEL BY'CAROMIAL' O DDURRASEAL BY'OUANEW SUPER SPACER BY'OUANEX' �3 28 AT 1/4 POINTS 28 AT 1/4 POINTS 28 AT 1/4 POINTS o g H g 7/16" LAM. GLASS 7/16" LAM. GLASS 1" OVERALL 1NSUL. LAM. GLASS 2 a Is GLAZING OPTIONS m ¢ C Ol d •• ••• • • • • • •• m �amuo • •• • • • • ••• • ••• ••• ••• ••• • • ••• Eagr.JAVOADD AHMAD705 q u CAP 3538 92 o n a I -g 1�t • ••• • 00 • • 1 52015 • • • • • • 000• • • drawing no. • 0.0W 13-01 •• • . .. . . . . . •• • . • . • . • •• • ••• • • • sheet 5 of 11 0:0•• • • • • 0:0•• • • • :90.: • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 • 18Y W000 BUCK4SEEON OOD BUCK EDGE DIST. TYPICAL ANCHORS EDGE DIST.:SEE ELEVATIONS SEE OTE SHEET 1STRUCTURE METAL [14�tf n FOR SPACING WNCR�E' OTE SHEET 1 STRUCTURE • ••d • EDGE DIST. ZH2o213TYPICAL ANCHORSTYPICAL ANCHORS13 SEE ELEVATK)NS CHORS 12 S PoR SPELEVAAC NG QIONS�.L 4®� I FOR SPAONG FOR SPACING 1 I 1�- I I ------"------------ a v g I i I j l MIAMI-DAOE COUNTY APPROVED I j Q rb i I I I II CUPPED MUWON 11 u'2 2 1 1 I I I I SEE SEPARATE NOA j l ..I Vz' S WO OD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS �� 1� Q'W 2 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM _____------ _-_____-11 0 AND TRANSFER THEM TO THE BUILDING STRUCTURE. N zs TYPICAL ANCHORS: SEE ELEV.FOR SPACING e TYPE 'A'- l le DIA. ULTRACON BY 'ELCO' (F-177 KSI,Fy-155 KSI) MIN LENGTH = 2-3/4" TYPICAL ACHO S SEE ELEVATIONS ,I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR SPACING 0O w 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) t] THRU 1BY BUCKS INTO CONC. OR MASONRY s =N o V4 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) U) x o a 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) O NM M TYPE 'B'- ,1,/4' DTH. ULTRACON BY 'ELCO' (F-177 KSI,Fy=155 KSI) z Z W MIN LENGTH = 2-3/4" a DIRECTLY INTO CONIC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) V 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) PWDUCrnEvwA O TYPE 'C'- 1/4" DIA TEKS OR SELF DRILLING SCR EW$ (GRADE 5 CRS) acm C.&wltk Uht FlorlU 26 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8) weeepwoft .I 0 0 4 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) `•M1�` y $ STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) S�" '• B a G5$ r-I---rT ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) ° r (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c B I I I i s i i i i TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. TWO WOOD STRUCTURE = 1" MIN. ) µ4 " INTO METAL STRUCTURE i= 3/4" MIN. o ig g t i i I 21 t2 •fOOS AtHF�QR P • �0.$5�MRd. `o 1 I I t �p CONCR A j1 ILI.O JA�S?'c= 3000 PSI MIN. x •C-90 NlLIOW/FLLEY BIOCN•iT•IAMB6 f'm - 2000 PSI MIN. n ern • • • • • • • • • T n t Ear.JAVAD AHMAD �� ••ANdMIS MA��E HEX OR FLAT 4121 q n FLA PE 70892 6 CAN. 38 f, e •I• :': ' SEALANTS: �}�� g 8 ' ••• so* Ao*JOINT%ZW AU CONW%ON.R%ALED WITH 5 2014 drowi0 . TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS ••0 G: $C.20(! 0 . FOR SPACING ILIC.MVE SEALAY:• : : W 13-01 ••• • ••. 0.0 ••• ••• DOOR DETAILS sheet 6 or 11 0 10 • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 • yI�U � a� - 3/B" MAX. 3/8"MAX. SHIM © D SHIM O BUCK 2 .SEE NOOTTEE SHEET 1 a. 6 8 ACfl4B LEAP � g TYPICAL ANCHORS 21 SEE ELM TYPICAL ANCHORS FOR SPACING C:�0SEE 4 FORSPACELIN 9po o 27 23 15 •i'._ PRODUOF REVISFA Q W 25 2B D-L OPG. .'•'`` Ayacep�uateNa/ 0 .01/ O METAL 25A zse EXTERIOR e.M..•..u.n- L�g STRUCTURE LEAF WIDTH 3 POINT LOCK f� y` WITH DEAD BOLT \\ SEE SHEET 9 Mia!ply p Canty ' DOOR FRAME WIDTH w to m 0� o O 3/8"MAX. O g SHIM cn SHIM WITH© O WITH DEABOLT OR mj E D 28Y WOOD BUCK to M SEE SHEET 9 WOOD STRUCTURE 3 M w CONCRETE, 2 FLUSH BOLT SEE NOTE SHEET 1 Z m OR•'^ ZtL n MASONRY. ACTIVE LE" INACTIVE LEAF � 3O pkv 16 TYPICAL ANCHORS 22 24 19 4S.-vr SEE EFORORS °7 7 s T 7 D.L.OPG.T 7 FOR SPACING e _ T 19 D.L CPC. EXTERIOR LEAF WIDTH LEAF WIDTH m n�, C O m m DOOR FRAME WIDTH m° ui •• ••• • • • • • •• �a m • •• • • • • ••• • • • • • • • • • • o 0 En9r.JAYAO AHMAO n MAN 35.E 92 0 • • • • • • • • • • drowin9 no. • • • • • • • 0W13-01 •• • • •• • s • • • q !i?.015 • •• • • • • • • • DOOR DETAILS •• • ••• • • • sheet 7 of 11 ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • TYPICAL ANCHORS �1 c SEE ELEVATIONS �Y _ FOR SPACINGMOE 21 M • DCONCRETE. r - s :.CONCRETE.'. 28 F. I og a 6 0 0^ a U 12 J 00.2 O O `ao 13 046i J a��4J G 0 I � � 28 II i 5HU1 MATING JAMB FASTENERS 8 2 i8 SOR LOCATIONS EE DOOR JAMB SPACING �g CONCRETE. 17 ON SHEETS t h 2 g O OR• ti MASONRY, Ow a Ii N o to O $– 3:of n e - --'- - ' - II � —c _ _ _ _ _ _ � z ZLL N I Wpp � oo EXTERIOR o I III 4 26 D.L.OPG. LEAF WIDTH _ I II SIDELTE WIDTH DOOR FRAME WIDTH ! 2b 3T MAX. SINGLE(X) ^ 8 72'MAX. DOUBLE(XX) c II FRAME WIDTH ° R W oil i TYPICAL ANCHORS ?z it ►womfREVL9Ep TT SEE OELEV. L APPLY SEALANT H 3 FOR SPACING BEFORE MATING S I-ft the Fbrw s Cade A—plam No/ o/ •OY 0 ;? o ENMBHw 4h H ` 9a99 •• ••oN0�: LIMrr SHIM JO&ETAL STRUCTURE AT JAMBS TO 3/8' N*i�if • • • • • • • • • Catrd � 12 • • •• • • • • • • • • • • • • • • Engr.JAVAD AHMAD r+ ° _ •• ••• •• • • • •• w CTRL Q n CAN. 70892 0 CONCRICTE.: °.•'• . `• i i i i • •• i i i i l ' 5 l0U drawing no. '-.a • •• • • •• • • • • • EDGE DIST. .TYPICAL ANCHORS • •• • • • • • • • W 13-01 -- SEE ELEVATIONS •• • ••• • • • SIDELITE DETAILS FOR SPACING sheet 8 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U - BILL OF MATERIALS z EXTRUSIONS MISCELLANEOUS z B J [TPA..IIT Na DESCR•To HATERIAL NAME. WHARKS ITEM A CDOE PART Nn DESCRIPTIIRNHATERIAL MANUF� REMARKS o89 FM NEAD AND SILL 6063-T6 CGI EXT•IOCR 21 N18 - FRA)F GASKET FOAM AMESRURY !�90 FRAME JA}0) 6063-T6 CGI EXTRUDER 22 K6 32084 .SO MAN GASKET _ F� AIESBIRY Ot EODIV% STURM MEAD AND SILL 6063-T6 CGI EXTRUDER 23 N4 W333224 .197 x M VEATHCRSTRIPPRE V/CENTIR FDI VD0. ULTRAFAB DR Emv97 FREE STAMM SIDELITE JAMB 6063-T6 CGT EXTRUDER 24 MB V3332M 487 X.900 HE41 PRE V'STRIPPING V09.V/FIN ULIRAFAB fg FAU1Va+a 98 MA7BVG S1�LITE JAMB 6063-76 CGI EXTRUDER 25 M9 CH-l08-B NME(4 V2'X 4) ALUINUM CGI-CUST[DI tjn IF 93 PANEL T0'AND BMT04 RAIL 6%3-T6 CGT EXTRUDER 25A NXI AI•00-US32D MNGE(4 V2'X 4') BRASS V45GER lml% 11� tBf 0wW O p'aj 7 CGI-194 PANEL VERTICAL STILE 6063.76 CGI EXTRUDER 258 HIT AIIB00-US3 FMXE(4 1/2'X 4') 5/S HAGER 912-Z4xl/i NS _ �0�RQ) QyQy 9 CGI-l" SPEAR I= 6063-76 CGI EXTROFR 26 N4 C61-382V GLAZING BEAD TAU VBNYL CGI-LUSIUM r C1 12 CGI-191 FRANE HAND SRL ONEV COM CGI EXTRUDER 27 M7 3/8'-16 FULLY THREADED RUD-SECURED WITH 2/9'HEX MITZINC PLATED HEA • A L3 CGI-192 FRAME FFA➢AND SRL SLANTED SCREW[UVEB 6063-15 CW EXTRU•R 28 - SETTM IL=Q PER LITE) EPDM DURUKETER 8035 SHORE Q 4� 6 14 CGI-la AV CLASS QAZING BEAD 6063-15 CGT CXTR11➢ER LL a2wl a 14A CGI-123 1'GLASS EAAZIHG LEAK 606.7-15 CGI EXTRUDER Q W 15 cm-zm WEAR BLMX PLATE bora-76C61"TRW NOTE: ITEM NUMBERS 8 10 & 11 ARE NOT USED 0 16 OR-195 ASTRAGAL -15 CGI EXTRUDER 17 CQ-= SCREW COVER 6063-15 ml EXTmm w LUCKING HARDWARE w ➢ESCRIPI10) MATERIAL HANUF. RENARKS 3 MW LOCK ASSEMBLY!ACTIVE LEAF) CGIiUSTOM USED BY ALL OPTMNS � o FLUS4MT ASSEMBLY tlNACTIWE LEAF) CGI-MCH USED BY ALL UPTIONS O Li LOPT101 1ACTIVE LEVER(ACTIVE LEAF) BALOVINBUMP LEVER ONACTIVE LEAF) BALDVIN OPTIONALDEADIULT(ACTIVE LEAF) i jNIDI 2OEADBILT(ACTIVE LEAF) DEIITER 8Y SLH $ O N M n JMI 7Fd ACTIVE LEVER(ACTIVE LEAF) DEXTER BY SDN JIO 10801'7 LEVER(INACTIVE LEAF( DEXTER BY SCH OPTORALOPTI07 3 DB241DEADBmT(ACTIVE LEAF) CTIPPER CREEX MoDUCER£VISEDOBL2220ACTIVE LEVER!ACTIVE LEAF) COPPER CREEX __ � Code Mfe 16�O L2290DIDIM)'LEVER(UKTIVE LEAF) COPPER CREEK DPTIUNAL Anvftw N. d •py U 41' km7 K_•pct" ... coma SCREWS o g ITER 9 PART Hp MSCRIPTIPI lad yq 18 9 14 X 3/4'HEX HEAD TEXS-FRAAIUN AYTOWNT 19 16 X 1/2'PAN HEAD SMS-ASTRAGAL ATTAOIMENT m 9 10 X t VI'PH SHS-ASSENIDLY •• •.• • • • • • •• ��a mum • • • • • • • • • Engr.JAVAD MWM •• ••• .• • • • •• CML FLA.PE p 0592CAM X578 • • • • • • • • • • • • • • • • • • • U D15 drawing no. •• •• • • W13-01 •• • •.• • • • shetet 9 of 11 • • • • • • • • • • • •• •• • • • •• •• U O ZQJ 1 Rdt ut Assemby Q f �j Assembly 9 U Oi C Linkage A lbrkoge AuY v O 0 a. Rod Red Rdt �— O Housing � N ° )19 x 3/4'PH SYS ° fkishbdt m YIP Y ut y8� X m v O� �U) O o to u Cemiutkm Wfittl %hW '"' `\ N O Keyed � C J8 x t/2'PH MS N m CY6nder/@a" OeadDdt ` 0 i e7 Assy. TeEpkro % ►RODUC t REVISED Z Z Y eomeptyy.11h t4 Fleilds xeye0 Be L) 70 FkWcYanaer o Tmlpixe ACU.dt Nim INv wed a4m o v°°d ° TOP SECTION SHOWN (BOTTOM SIMILAR)vu o=N to igo;ssas Rushbolts(Inactive Panel) Top&Bottom • • • • �JAVAD AHWW n •• •• • • •• MR. q m FLA.PE I[_ 92CAR o n ..7uS ••• • • • • • • • • • • G 0 5 drawing no. .t. .• . • • w�3-a� JTOM.. • 3-POINT LOCI( 000 • • • sheat 9.1of T 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.786 U - �3.825 I .125 n .062 1.625 .750 1.590 -.080j � a 1.587 4.495 d g 5.500 t2 FRAME COVER a O DOOR FRAME HEAD/SILL V c a p c� 3.825 1.587 0M<g Q 0 A7 G 2.458 1.410 � � N 1.625 .062 2 FLi 1.625 O TOP & BOTTOM RAIL Q°zW O ,3 SILL COVER aeo 6.438 .075 "Q"t m .465 1'828 1.440 S o d W .075 1'0� 4.495--------- =N o t.7s5 OO HINGE & LOCK STILE Nn O ZZ�� SIDELITE TOP & BOTTOM FRAME �� SIDELITE JAMB COVER Z. Q wog .326 EL" 70 . .185 rRUDUCfRLV1y'Rp805 -�•245 .625 Wq C.4 /h,F•p� E°"rD+weNo 1.622 .115 �� ! 8 1.060 O 15 Msal Ce�ffy ib ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1.810 -3.005- 1.125 3.005 P120 1.125 2.000 �- 6i e m m . o c�A-4 8 120 1.x62 09 • • e • • ••2�.. E' �<m". 1.184.080oa GLASS STOP (LAM. GLASS) • • • • . • • . ENr.JAVAAOO AHMAD q a 4.000 4.600 •• •O� • • • L •• ro .i25 •070 FIA PE 70692 o n x.120 2.388L r 1.465 1.465 -11-120 UN. .420. • .99 • • • • • e • s . /{ yp�lj drawing no. • • • .•70 1.lsa W13-01 1.225 .• • • .• • • . • • OO • .• • • . r g. . . • „A DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL LAM. GLASS) sheet 0 of 1 • •• •. • • 0 .• •• 4 U U ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS / Z ASSEMBLY FASTENERS TO BE INSTALLED p PRIOR TO JOINING MATING JAMBS j ,f U F f n it i 3 / 3 /' n Gst i a O p$ 1 i p a�t0�� I O mg .0 LLz�{U�aat)= / / I -W2 1 I 1 I HOLE CAP�� I ACCESS HOLE 2 o��+ I Q�g r. 1 g {- o ATIi ca 0 a MNG JAMB I 3 I z 0" FASTENERS SEE SHEET 8 I I o U1 FOR DETAIL 0 Z SIDELITE JAMB CORNER SIDELITE MATING JAMB CORNER $o DOOR FRAME TOP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOM i5 C� 0 c v' 27 ••••• ••••••• •• ••• ••••• ••••••• •• • •• •• • • • ••• EnrJAVAD AHMA CML F 2 ••• ••• ••• ••• ••• ••• • O��Rod+r�aw<msn�nin mg o0 cn • • • •• • • W13-0 o51. LEAF TOP & 80TT0Ai CORNER ••• • • • sheet of • • • • • • • • • • • •• •• • • • •• ••