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WS- 16-2653 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-272418 Permit Number: WS-9-16-2653 Scheduled Inspection Date: December 12,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: COY,J FRANK MC Work Classification: Window/Door Replacement Job Address:85 NE 94 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060130580 Project: <NONE> Contractor: PRESTIGE WINDOWS&DOORS Phone: (305)820-5999 Building Department Comments REPLACING 1 DOOR,4 SIDE LITES AND 3 WINDOWS Infractio Passed Comments TO IMPACT INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-272412. CREATED AS REINSPECTION FOR INSP-270312 CREATED AS REINSPECTION FOR I NSP-268029. 11-1-16 no plans, no permit on site. Failed ❑ CANCELLED VIA GENERAL VMAIL Correction ❑ _ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 09,2016 For Inspections please call: (305)762-4949 Page 14 of 32 "P: Miami Shores Village f Tnt) CS 10050 N.E.2nd Avenue NE MIA Miami Shores,FL 33138-000im , s Phone: (305)795-2204 _ ,, �.. ...r �x �• ,.r.��ue date 9J � +'�1 Expiration: 17 Project Address Parcel Number Applicant 85 NE 94 Street 1132060130580 J FRANK MC COY Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell J FRANK MC COY 85 NE 94 ST MIAMI FL 33138-2819 Contractor(s) Phone Cell Phone Valuation: $ 13,410.00 PRESTIGE WINDOWS&DOORS (305)820-5999 Total Sq Feet: 166 Type of Work:REPLACING 1 DOOR,4 SIDE LITES AND Available Inspections: No of Openings:8 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 $8.40 Invoice# WS-9-16-81482 DBPR Fee $2.70 09/29/2016 Credit Card $216.80 $0.00 DCA Fee $2.70 Education Surcharge $2.80 Permit Fee $180.00 Scanning Fee $9.00 Technology Fee $11.20 Total: $216.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBI ,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I ce ' t t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni . uth o ,I e the above-named contractor to do the work stated. September 29,2016 Authoriz ignature:Ow Applicant / ntractor / Agent Date Building Department Copy September 29,2016 1 Miami Shares Village C�I�D Building Department SEP 27 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 B�,_ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201y444 BUILDING Master Permit No. W51(0 —� �5�5 PERMIT APPLICATION Sub Permit No. ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL r-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: ��13f3 Folio/Parcel#: 11 -ol�5-CY550 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): •�c i1�- m�C�►i Phone#: 13 f5'-7-2-1 Address: 85 t\IC__��( -at. City: miarn► State: Zip: 3�l--!)8 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: bocc,5 Phone#:/3-15) 82-C3 -S Address: lU 15t . City M%C'wl -State: Zip: Qualifier Name:��stic c aVc��p Phone#: ")62C�1'S9c/q State Certification or Registration#: Certificate of Competency M DESIGNER:Architect/Engineer:2�_D!R Kk\ewl(lCk effj:-t�S Phone#: Address: Icoo > 1.2 Avc-- City:leac 1A•State: Zip:354qZ Value of Work for this Permit:$ 13, �//O Square/Linear Footage of Work: I(ol® Type of Work: ❑ Addition FNel Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: c*Ca1«C.►r1K;, 1 dock/ G/ S�el�tes ad1c� c e>%f-wA s Specify color of or thru tile: Submittal Fee$ W Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ 'ethnology Fee$ Training/Education Fee$ Double Fee$ aural Reviews$ Bond$ TOTAL FEE NOW DUE$ 21G - PO ./24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify,that all the foregoing Information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signature *gPSignature OWNER or AGENT L11 CONT The foregoing instrument was acknowledged before me this The foregoing Instrument was acknowledged before me this 13 day of d+- 120 Ko .by day of '52J?1- .2010 .by who is personally known to who is personally known to me or who has produced as me or who has produced as Identification and who did take an oath. Identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign Print: " , l WENCARI3ON511. Print: N coMMMION IFF OnS «; S. WCOMMOSMOFFOFM :* ppm&!Much 11,X20 Seal: exPMt►UM II m Seal: '• °as s•''n:,«°`�' BOi1dOd Tha No�ry PYb1iG Ui1dBIVKIIaf! >tiFN�:��� B011ded TIMI Notary NO lkdeWwls C APPROVED BY / Y Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) SgOR Es GI Miamishores Village Building Department ..;,„ a 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L4% �'� Tel: (305) 795.2204 LpR1pA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement- qla�a� C�tshYin SMVU-z7A-D Qualifi caner S4926 Date Print Name 2"x 4"Mull Noa 95-0420.08 1"x 4"Mu0 1"x 4"Mao Noa " .15-042908. Ir oa 15-0420.08 i i a i ,4� � i 7 N ! r- 3 q C" r4 _ _._ ----- — c : 1.61 w O MiamiShoresVilla e CA API=ROBED BY DATE W ZONING DEPT ;1110,:Ln BLDG DEPT t G. X =.i -0 CCIAPLLPrICE WrrH ALL FEDERAL. em I -Iy r1L,L-zS ASID REGULA11ONS W4 p ' 4 I l - � , � I I1 1"x 4"Mull ! �� t i Front z I E -�-i— W' INDOW DOOR SCHEDULE J-1- -wark Size r4403 T e Noe Moa Press aal�Press V 1 2 .125"x91S SId!eiite 14-1015.04A�f- IA *42.4/+39. - «y - 2 28.125"x81.5 $idelite 14-1015.04 40.0/+80.0 42.4/+39.0 - + - 3 12":x 81S" FD 14-1015.04 :4300/+80.0 -39.8/+36.4428,125 x815 Sidelite. 14-1015.04 .=80.0/+80.0 -42.4/+39.0 5 20425"it81.5 15.7 Sidii te. 14-1015:04 :-W.0/+802 -42-A 3g.0 - 6 37"x63" 15.75 Fmed 15-0413.03 80.0/+80.0 42.4/+39.9 7 14"X63 n 31.5 Fitted 15-0413M -46S/+465 40,6/+372 ® `` 8137!x63" 1 15.75 Fitted 15-0413.03 -00.0/+80.0 -42.4/+39.0 Note:-repbft 3 window's;1 door and 4 sideGtes to impact, -a0 other openings are existing to remain 08117/2016-11:11am RECEPTION V:1Projemt _2014-MPSWOO Wind Charts\Referenoe100-MPS144W Series C&C(Current)Jeff.dwg 5th ED. FLORIDA BUILDING CODE•(2�•1 eta a 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMFQDNENTS-AN ;CLjkDDINGEXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES •• EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 o Mean* 0 OW41GN PR RES PSF -ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributa Area( Ft • • • • • Trib•b Area( Ft) 1. TABLES ARE INTENDED TO DgKCT THE WORST CASE'PRESSURES.'WORST CASE'IS • g • DEFINED AS THE CRIFICAt C LIQ ` AN?l UNKNOWN VARIABLE AS DESCRIBED BELOW. Height 10 15 20 25 30 1*,,,.44 z 1(S aS• ZO 25 30• 35 40 45 50 USE OF CRITICAL CO (115 _ THESE TABLES. 0-15ft 43.4 42.4 41.6 -41.1 -40.6 _1�R -53.6 �5 050.0 -48.9 -47A •47.1 -46.4 -45.8 -45.2 2.TAB LESVALID O ROOF HEIGHT AS LIMITED ABOVE. +40.1 +39.0 +38.2 +37.7 +37.2 + $. +40.1 +39.0 +38.2 +3^ 137.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F R APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 100 S NEER AS A SITE SPECIFIC CONDITION. 44.0 43.0 -02.2 41.6 41.1 1 54.4 -52.2 -50.7 -49.5 A8.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THEI. I 1tt� OOF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft 16 ft 6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIAIS +40.6 +39.5 +38.8 +38.2 +37.7 + + ¢ 5.ALWAYS ROUND t HH VALUE OR CONSERVATIVE ASSUMPTION. 17 ft 44'6 43.5 42.8 42.2 41.7 413 - ,.3 ft -5 1 - ]•9 -ft 4 0!0M -48.4 -47.6 -47.0 -46.5 6.CALCULATE THE TRIG 3?F, E OPENING IN QUESTION(HEIGHT*WIDTH)OR +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 + ` 6.8 +149.1 0 393 :ZP.7 + .2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MU L -BY 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 5 7 -5 5 -S7.0 •-50.8 -4918 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +41.6 +40.5 +39,7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 • +42.6 440.5 347 • y1 •,&?6 +38.2 +37.9 +37.5 +37.3 OPENINGS OFF ANOOPEN NG CANNOT BE IINLY-THIS INCLUDES DEENNTIFIED,ETHE MOST CRITICAL EN STRUCTURAL U 0 SQUARE FEET)LLS. IF THE 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 -51A -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 +421 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 20 ft -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 20 ft -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 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 +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 -52A -514 50.6.: -49.8 ,-49.2 -48.6 8'READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL _ MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 ft +43.0 +41.9 +41.1 4--+39 4393'? +38.5 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 0: 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 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 +40,_ 91 39.2 +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 S t5�3 -$0.1 -49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 23 ft +43.8 +42.7 +41.8 +4 3 ,':`J9.5 +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 53. 5�.0 2 - :6 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44.2 +43.11+42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24ft +44.2 +43.1 +42.2 +41.6 +411 +40.2 +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 -48A -47.2 -46A -45.7 -45.2 -44.7 -44.4 -44.0 43.7 -59.7 -57A -55.7 -54A -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(DIRECITONALITY 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 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 49.2 48.0 47.1 46.5 45.9 45.5 45.1 44.7 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 ASITE-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. 44 8_ 61.2 58.8 57.0 -55.7 54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft 49.5 48.3 47.5 46.8 46.3 45.8 45 4 4S�_ 7�8 ft COEFFICIENTS LISTED-HEREIN t7 ,jBE_0ICTATED AND VERIFIED BY THE GOVERNING +45.7 +44.5 +43.6 +43.0 +42.4 0 +41 1 +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM D P ER ARRANTY FOR APPLICABILITY OF TABLE 49.9 48.7 47.8 47.2 46.661.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE 29 ft 29 ft 5.THIS SPECIFICA IS R ANY PRODUCT APPROVED +46.0 +44.8 +43.9 +43.3 +42.7 +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 ++31.9 +41.5 +41.2 CERTIFICATION. RE _fi3;A _ Y MILTED TEST CRITERIA AND OTHER -50.3 49.0 48.2 47.5 47.0 4 .62.1 -59.6 -57.9 -565 -55.4 -545 -53.7 -53.0 -52.4 APPROVALS FOR DE R,.MIATION AND APPLICABILITY OF THESE TABLE 30 ft .� 30 ft VALUES WHICH IS T VE `KM: CCORDANCE WITH GOVERNING CODES. +46.3 +45.1 .44.3 +43.6 +43.0 F; +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 6.ADHERE TO ALL Ip42 M ORDINANCES. 32 ft "51.0 49.7 48.8 48.2 47.6 4 4fi 32 ft 62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATION' Jk E RITY OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42A +42.1 8.EXCEPT AS EXPRESSLY PR 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 447.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 35 ft +47 9 446.6 +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 ft 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 ft HEIGHT DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 49.8 49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 EAVE ROOF HEIGHT 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 a a ROOF -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66A -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 � � HEIGHT 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 O -/�, SS ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 55 ft -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 5 I ® I 5 ® U �dA +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 1+47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 60 ft -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 60 ft -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 O a y��O +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES ISOMETRIC 08 REMARKS DRWN CHKD DATE < '0m s o INR ISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING Q� r.. m 3 REV-ADJUSTED HEIGHTS GSS TSB W09/12 (2014) EXPRESS® <a m REV 2014FBC DGM TSB 06/10/15 p 4'p 2 co OFFSCE: U) _ _ ASCE 7-10, CHAPTER 30 n m z m DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 e V z DEERFIELD BEACH, FL 33442 In P MASTER PLAN SHEET Z) P: 954 354-0660 F: 954 354-0443 4 1 O LHIS DOCUMENT is THE PROPERLY OF ENGS�Q2WG EXPRESS. I ) ( ) MID SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 g a Q m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, /� C C _i O E:HELLO@ENGINEERINGEXPRESS.COM zz �JT ADP Dr��O1N�AAMATOURCS CA'nO?MFMARENOT ASCE j ENGINEERINGEXPRESS.COM F Y MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATIION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.euv/economy CGI Windows&Doors 10100 NW 25'b 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 Wffre•Authority • Having Jurisdiction(AHJ). . goes 000000 This NOA shall not be valid after the expiration date stated below.The Miami-lj;,deJ Aunty P114 st Control • Section(In Miami Dade County)and/or the AHJ(in areas other than Miami D"minty)reserve the ri Vtt to have this product or material tested for quality assurance purposes. If this pi+c&ct or iwterial failt td••; perform in the accepted manner, the manufacturer will incur the expense of su*( >Ptmting a&NO AHJ may. immediately revoke, modify, or suspend the use of such product or material wttW heir jurisdietiion. R61t-e' reserves the right to revoke this acceptance, if it is determined by Miami-Dade'County Prodit;t Conttd•:• Section that this product or material fails to meet the requirements of the applicable:6141ding cod8. •• This product is approved as described herein, and has been designed to comply with the fioria,Buildihr Code,including the High Velocity Hurricane Zone. e •g :....: DESCRIPTION: Series"Sentinel 130"Aluminum Fixed Window-L.M.I. sees APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.L)",sheets 1, 1.1,2,3,4, 5 and 6 of 6,dated 01/30/10,with revision F dated 04/10/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0413.03 i��AMt U,4DE Co NTY Expiration Date: September 22,2020 f611101 Approval Date: June 25,2015 Page 1 T t CGI Windows &Doors NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.),sheets 1, 1.1,2, 3,4,5 and 6 of 6, dated 01/30/10,with revision F,dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 0 go • 1. Test reports on: 1)Uniform Static Air Pressure Test,Loadi4gr FBC TAS 202-94••, • 2)Large Missile Impact Test per FBC,TAS-Yfl�•94 *-:000 ....:. 3) Cyclic Wind Pressure Loading per FBC,TAT203-94' ' ;Fogg: ; along with marked-up drawings and installation diagram of%O%*et'1es 750VRVG fixe window,to qualify DuPont"Butacite"PVB interlayer,Dur&V'- hand Super, pace;;• insulating glass spacer,prepared by Certified Test LaboratorWs-,-fest Repo&]Ro. ...... CTLA-3056 WA, dated 03/03/15,signed and sealed by Ra*fftfC.Patel,P.E. • 2. Test reports on: 1)Uniform Static Aix Pressure Test,Loading ped*FBC 27-Ag:202-94 2)Large Missile Impact Test per FBC,TAS x0194 ;•••• 3)Cyclic Wind Pressure Loading per FBC,TAS 203-9%.' along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203794 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC,dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory, LLC,Test Report No. PITL-0080-0103-10, dated 03/30/10,signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.13) Manuel ,P.E. Product Conk 1 aminer NOA No. -0413.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 ' E-1 : f CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5' Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE '•" . . .... ...... 1. Miami-Dade Department of Regulatory and Economic Resc;6p as XRER� •• soogoe .ssg osogos E. MATERIAL CERTIFICATIONS 008000 • 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont1)e%emou4$i.&'Co.,Itic. • for their"DuPont SentryGlas®Interlayer"dated 08/25/1 I.@4piring q P1714/17 egos. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont-DeNemours&Co.,Imo,e• for their"DuPont Butacite©PVB Interlayer"dated 04/11/4+e21piring on 12/11/16..' 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemital C4gjgy(M*?• • for their"Saflex Clear and Color Glass InterIayers"dated.QA.V14,ex.piri ng on �.... 05/21/16. • g• . 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass InterIayers with PET Core" dated 06/19/14,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No.HTL-0080-0103-10,issued by Hurricane Test Laboratory,LLC,dated March 30, 2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section,dated 12/16/14,signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Per , .E. Product Control E ier NOA No-15-0 3.03 Expiration Date: September 22,2020 Approval Date: June 25,20]5 E-2 48" 48• FLANGE WIDTH BUCK WIDTH RANGE WIDTH o , TYPICAL ELEVATIONc D.4 DPG. D.4 OPG. D 4 OPO. S 3 r MAX \'MAX � 18` 1 J HEAD/lqLLRTERAl Co g. CORNERS A 1SIDES m $ 1 m1 ANCHOR SPACING SHOWN HEREIN APPLICABLE{ Fi 11 S/Of ivy TO FLANGE AND FLUSH FRAMES. IIQ� o SEE SHEET 1.1 FOR FIN FRAMES. II 6 I II �mi;l I li � it II II 11 rn $ II 11 dap II 11 11 11 II II qT�@ II II II II II 11 II II C1 11 II II 11 C II II ---11'-----�---- _-AL-----�I---- __-JL-----�---- 98" IL 4C' � =--ri------Ir--- ----ri------tr---- - ri------tT---- BUCK HEIGHT II It II II II II �zM D.L.oPc. W l� ^aYS JL ----- ALI � -r �III- -- v, O u n � -! u n °� -! O II Il O II II O II 11 11 II m 11 II � II 11 11 II II II II II id 11 II g II II I -___ }�,{ .n-_.._-_II.____ Y.{ -_=ii_____.---- , ALN ...II_____-IF__- II II II II t-fi ll---- 11 II II it ii 1� � li s==tl 11 II 11 II ° " II II 11%% 11 It O W 11 n JL/---II II_ 0 K sF n____1r n ,b N M (SURFACE APPLIED) M FALSE MUNTINS 18"MAX. S"MAX. 18"MAK. 0. bTRAIGHT Z Z OPTKWN. SHORTER IDES CO /SIILS LL SHSIDES aS op_ FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME w WIDTH U o WIN 'I WIN N -1 Wflytl._DOw WIDTHl .. WINDOW YAOTH�{ WINDOW WIDTH � W. O� SERIES 130 SENTINEL ALUMINUM FIXED 'WINllOSIT DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER g is CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS c ro OF FIX./FlX. OR FIX. WOW. WITH OTHER MIAMI-DADE COUNTY L J L— $ APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS WINDOW WIDTH WAN�y WID7Ti WINDOW WIDTH _W_.__WIp DAYLITE OPENINGS: IN BETWEEN. � f -I D.L.O. HEIGHT BUCK HEIGHT - 3.00" LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL r -1 D.L.O. WIDTH = BUCK WIDTH - 3.00" ih .... WILL APPLY TO ENTIRE SYSTEM. — —— a �j I LAM. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM-GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ��; $ ••• • • • •A • LARGE MISSILE IMPACT HURRICANE ZONE(H1TFI2). • • •• • • 11 0 SMALL MISSILE IMPACT o q WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • •• • • • LOADS TO THE STRUCTURE ••• ••• ••• ••• • •i• Fes' cw PRODUCT RBVL%D o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS FLA PE{W2 as complying WM Gm Fbfb o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN.'bS38 BuildlvgCodo $ �¢1 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE dL SMALL MISSILE IMPACT. 2015 Acceplenm /5" I� NOT PART OF THIS APPROVAL. SHUTTERS ARE NOT REQUIRED. 6D A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES•�SHOW�1 ABQVE OR IRMKM CAN BE•• • Mremi Pmdnel CoNrd COME INTO CONTACT WITH OTHER DISSIWLAR MATERIALS SHALL MEET THE VERIFIED BY INSCRBING PICTURE WINDOW E WA''�LML�b1I SQUAQE•OR RICTANGLC AV • • Wl0-02 REQUIREMENTS OF THE FLORIDA BLDG. CODE. SHOWN IN DOTTED LINES AND OBTAINING LE• ADS �1 SHAPES.• • •• sheet 1 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M �• 4• 4W 140 U BUCK WIDTH BUCK WIDTH BUCK WIDTH Iw D.L.OPG. D.L.OPG. YPICAL ELEVATIONS a , D.L.DOPG. 6'MAX 16'MAX. ilk CORNERS ehi II II 11 II m i3 II it 6 Q II II II II II it II tl 11 II II 11 � II 11 II II II II II 11 II II II 11 � 3 ----r------Ir---- ----r------rr---- ---=ti------rr---- u BUCK WIDTH LL— n u n II u �E D.L.OPG. T JL_____1L____ -4 -� Y -� II II Y -j II II Y -I 11 11 m S• 7j C II II � fO II 11 � C 11 II SC(j �j,�L II II it 11 II 11 a It D n ----.0------ 11 f7 ii -I ---_° II 11 II 11 I7 11 ====-Ir—__r 'B=-=—==1F f� u n u u u u II II It II II 11 d O p II A II O L=1 ��h 1 o N FALSE MUNTINSv MAX I CD 3 M (SURFACE APPLIED) 16'MAX. r MAX 18'MAK M- gfRAtGM ,FG Z_z OPIpNAL SIDES CORNERS SIDES SIDES 3 po 0 FIN FRAMES 0 ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES a r3 �a68 •• ••e • • • • • e• ��uowr,. • • • • • • • • • E..-MM AF.IAD •• ••• •• • • • •• CML PasR=UPlyTlog wNh TBhDo0F 4o C` �� � AN. AmpiwN.15- . I • • • • • • • • A2015 n�tta n oeo vroa�ct drawing no. • • •• woo—o2 .. . . . . . . . . . . .. . . . . . . . •e • ••e • • • sheet 1.1 of 6 ••• • • • • e•• • • • • • • • • • • • • • •• e• • • • •• •• ••• • • • 000 0 s DESIGN LOAD CAPACITY-PSA DESIGN LOAD CAPACITY-PSF W �V FIANCE DIMS. DDIMS. CLASS TYPES'C'&'CI'GLASS TYPES b'&'DI' FLANGE DIMS. BUCK DIMS. CLASS TYPES'C'&'Cl'GIASS TYPES'D'&'Dl' UCK WIDTH(W)uNOTH(L)WIDTH(W)LENGTH(L) EKr.(+) 1M.(-) EKT.(+) 1M.(-) WIDTH(1Y)LENGTH(L)WIDTH(W)LENGTH(L) EKY.(+) INT.(-) EICr.(+)' INT-(-) 24' 23' 80.0 Bao 80.0 80.0 24' 23' Bob 80.0 no 80.0 3 30' 28' 80.0 90.0 80.0 80.0 30' 114' 29' 113' 80.0 80.0 80.0 Bob L � J 38' 36' 80.0 804 no 80.0 36' 35' 73.0 73.0 80.0 80.0 42' 38. 41' m. 80.0 SOA 80.0 80.0 1 41' 40' 61.4 81.4 80.0 80.0 IL 48' 47' 80.0 Bob 80.0 80.0 24• 23' 80.0 80.0 80.0 80.0 i a 54' S3' BOA SOM 80.0 80.0 30' I2O' 1• 118' 80.0 80.0 60.0 80.0 3 V BO• 59' 80.0 50.0 80.0 80.0 39' 1. 724 72.4 80.0 Bob V p�QQQ Bt' 80' F Bob a" no 80.0 39' 38' 93.9 1 85.9 80.0 90.0 y 24' 23' Bob e0A 80.0 80.0 24' 23' 60.0 80.0 80.0 80.0 �41E 61na. 11$gG 29' A 80.0 80.0 30' 28' Bob 80.0 80.0 BOA WIDTH AND LENGTH DINENSIONCAN W ORIENTED 30' Bob SO 121' 120• VERTICALLY OR HORTZOMALLY AS SHOWN A60VE. 38' 35' 80.0 80.0 80.0 1 80.0 38' 35' 723 72.3 80.0 60.0 Bj s 41' 47' 70.2 70.2 80.0 80.0 39' 38' 65.8 89.8 BDA 80.0 48' 47' 613 613 Bob 80.0 7yPg g4' ou 53' 61.3 813 80.0 80.0 BUCK DIMSO 80' 59' 61.3 813 80.0 80.0 -i et' e0' I 81.3 613 80.0 80.0 DESIGN LOAD CAPACITY-PSP H 24• 23' Bob BOA Bob 60.0 FLANGE DINS. WJC%DIMS. GIA9S TYPES'C&'Cl'GLASS TYPES'D'&bl' FLANGE FRAM£ x a 30' 28' 80.0 80.0 80.0 80.0 WIDTH(M7 LENGTH(L)WIDTH(W)LENGM(L) OQ.(+) 1Nr.(-) EXr.(+) INT.(-) 36' 3s' BOA 80.0 80.0 90.0 18•-1J8• 18-1/6' Bob 50.0 80.0 no FLANGE DNS 42' a. 4t• �. 70.2 70.2 60.0 Bao 26-1/2- 25-1/Y 80.0 Bob MO no 48' 47' 81.3 813 60.0 80.0 37* 29' 38' 25' 80.0 Bob 80.0 80.0 BUCK DINS 54' S3' 843 34.3 725 72.5 48' 47' 80.0 SOA 80.0 80.0 gO' 59' 46.6 48.5 55.1 65.1 53-1/6' 52-1/8' 80.0 Bob no 80.0 D BY 60' 48b 48.8 55.1 65.1 81' 60• 80.0 80.0 80.0 SD.O 24' 23' BOA BDA 60.0 Sao 18--1/8' 18-1/B• 00.0 80.0 MO no EGDAL LEG FRAME o �C4 30' 28• 80.0 BOA 60.0 no 26-1/2• 25-1/2' 80.0 80A 80.0 no N M 36' 35' 80.0 80.0 80.0 80.0 37' 38' 80A BOA 80.0 80.0 g MI 2 38-3/8' 37-3/B' OF 42' 72. 41' 71. 70.2 70.2 no 90.0 48' 47' 77.1 77.1 60.0 no BUCK DIMS � �Z 48' 47' 613 B13 no no &83-1/8• 80.0 77.1 77.1 80.0 80.0 g p 54' 53' 543 543 1 72.5 72.5 61' 80' 77.1 1 77.1 no 80.0 < 60' 59' 48A 48.9 65.1 65.1 19-1/8' 18-1/e• 80.0 80.0 80.0 80.0 U g 91' w 48.0 48.0 64.0 64.0 26-1/2' 25-1/2• no 80.0 no no 0 24' 23' 90.0 no &D.0 90.0 37. 50-5/87 38' no 80.0 80.0 Bob FIN FRAME 30' 28' 00.0 BOA 80.0 80.0 48' 4Y61.3 81.3 80.0 80.0 49-5/8' BUCK DIMS 38' 35' 78.2 78.2 80.0 80.0 53-1/8' 32-1/8' 38.0 58.0 77.4 77.4 - 1. B4. 41' �. 70.0 70.D 80.0 Bob 61• 60' 68.0 98.0 77.4 77.4 1__ 48' 4Y 91.3 81.3 80.0 Sao 75-1/4' 74-1/4' 59.0 58.0 77.4 77.4 0 @ i �+ 54' s3' 543 54.3 1 72.5 725 93-3/4' 92-3/4' 58.0 58.0 765 1 76.5 FLANGE ADAPTOR FRAME q E 58• 5s' 524 52.4 68.8 1 99A 19-1/8' 18-1/8' no 80.0 no Bob 0 g 24' 23' BDA 80.0 80.0 80.0 , 26-1/Y 28-1/2• no 80.0 80.0 Sao FLANGE DIMS .1. 28' 80.0 80.0 90.0 s0.0 b 3Y 38' 804 80.0 60.0 no 36• 97, 35' 98. me 75.6 80.0 80.0 9 487 �• 4Y 82' 91.3 61.3 80.0 80.0 42' 41' 65.2 65.2 no 80.0 53-1/8• 52-1/8' 553 553 73.7 73.7 NOTE. o•p P�a:y d 48' 47• 90.6 605 no $0.0 91' 60' 48.0 48.0 94.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE o S B 49' 48' 59.6 59.6 Sao 80.0 75-1/4` ••• 4F4-0/4' • • a 48.%el 46.5 91.9 61.9 1 BASED ON ASTM £1300-09 (3 SEC. GUSTS) za• 23' 90.o 80.0 no Bob 1e- a• • • • • Bob 80.o no AND FLORIDA BUILDING COMMISSION 30' 29' n4 60.0 no no 26-1/!' •• 4E5-•/z'• • •• eo.4 50.0no MO DECLARATORY STATEMENT DCA05-DEC-219 0 J8' t0Y 3S• t01' 74.8 74.8 no 80,0 • • .9y • • • 769L7-&7 80.0 Fsgrs.9 m AHWD PRonucrRsvtseHs > 38• •�• 47 • 75• E# %v ownplyh s with ft PImida 42' 47' 83.7 65.7 80.0 80.0 48' 4Y 61.3 81.3 8a0 FIA,ff p 7�g2 A�nC do 46' 45' 59.3 593 no 80.0 53-1/a` 52-1/8' 55.3 553 73.7 S53B 24' 23' 80.0 80.0 80.0 8ao at• 60' 464 484 64.0 M, DAte �� 30' 2B' 80.0 no BOA 60.0 • • BY Browing no. 39' los' 3s' 107' 73.9 73.8 eo o - 80.0 • AN SPACING*B 9AS PER S !I g »tic 49.1 015 pwdtwt n 42' 41' 92.4 624 Bob sob •• •• • • • • • • • 44' 43' 58.1 59.1 mo 80.0 •• • ••• • • • sheet 2 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/18'ANN.GLASS 3/16'HEAT STREN'D GLASS y�U 075'Int r 075'Interlayer S Sallex CP Vfftlr PET Core Saflez CP IBIh PET Care c� By 'Eastman Chemkol Co.' By'Eastman Chemical Co.' 1-11 OR OR 0Interlayer 090'Interlayer S90'aflax aeon And Color Glace Saftex sear And Color Gose ppp 1 By'Eaatman Chemical Co.' By'Eastman Chemical Co.' 080'Interbyer 090'Inlerfoyer d O DuPont SentryGlos DuPont SentryGlas By R'E.L DuPont De Nemours&Co.. Inc.' E.I.' DuPont De Nemours&Co.,Inc.' $ r .090'Interlayer .090'Inteloyer DuPont Butacne PVB DuPont=r. P. F81 4 a By'E.1.DuPont De Nemours&Co..Na.' By'EJ.DuPont De Nemours&Co.,Inc.' til. /18'HEAT STREWD GLASS p: 3/16'HEAT STREWD GLASS 15 z 2! IL� SILICONE 5 I SILICONE GE 1200 'a 1 ij i GE 12M E3 ' DOW CONNING 898 nE3DOW CORNWG 899DOW CORNING 995DOW fXIRNMG 985 i.Ij.I. N 04 O O M5 AT 1/4 POINTS ON UTFS M6 AT 1/4 POINTS ON UTES y '� WIDER THAN W. WIDER THAN 36' g� GLASS TYPE 'C' GLASS TYPE '11 vl 7/10'OVERALL LAM.GLASS 7/16-ONEIVtlL IAN.GLASS (L.M.I. 3/16'ANN.GLASS 3/18'HEAT STREN'D GLASS N M 075'Into oyer 075'Interlayer a 0 3 M Soflox CP ttfdh PET Core Sanax CP Wlln PET Core E ZZC Z By'Eastman Chemkal Go.' By'Eastman Chemical Co.' OR OR 090'Interloyer 090'Intericyer (;f O m Sanex Clear And Color Class Saflex Clear And Color Glass U F):5 By'Eastman Chemical Co.' By'Eastman Chemical Co.' F 3/8-AIR SPACE OR 3/8'AIR SPACE OR O 080"Interloyer 090'Intertoyer SILICONE DuPont SentfyGlos DuPont SeltryGlos a GE 1200 3/16'HEAT STREWD GLASS R'E.L DuPont De Nemours&Co.,Inc.' R'E.L DuPont De Nemours&Co.. Inc.' DOW CORNING 899 090-lnterloyer 3/16'HEAT STREWD GLASS 080'Interloyer —g W i �i ii DOW CORNING 899 DuPont Butacne PVB DuPont Butoeite P. II ! !I 9. By'E.L DuPont De Nemours&Cm, Inc.' By'EI.DuPont De Nemours&Co.,Inc.' i ii ii o_gg R o 3/18'HEAT STREWD GLASS 3/16'HEAT STREWD GLASS M4 •I�I t 3 ;I �j!i riri�fff�sss SILICONE m 1GE NEE i GE 1200 s iit GE CORNING 899 i'! DOW CORNIN 899 SILICONE DOW CORNING 995 I DOW CORNMG 985 GE 1200 a y N1 ij ij!j 'a M1 ij jj q DOW CORNING 899 n ji 'i li XL EDGE SPACER n c5 ii it ii XL EDGE SPACER DOW CORNING 995 m a g 0 8 ST.STEEL BY'CARDINAL' ••• •• • !I !�. • •• ST.STEEL BY'CARDINAL.' OPTIONAL GLAZING D0 OR ETAIL u W .! DURASEAL BY'OUANEX' •• • •• :! DDUURASEAL BY'OUNNE7C' GLASS TYPES 'Cl' & 'D1' .s z SUPER SPACER BY'QUNNEW ••• ••: .• • . SUPER SPACER BY'QUANEX' Ew.JAVAD MM PRODUCTREMED g C FLA.t�70592 as corADlyin9 arilh Hro NW40 r 'o W AT 1/4 ALL SIZES M5 AT 1/4 AU.SIZES ' p"�9�csrlo GLASS TYPE 'Cl' • ••. • SSS TYPE ''DS' • Ind on llaic b 1'OVERALL WSUL IAN.GLASS • • • 01'OVEFIALL INSUR W1.dAS% I 9 (L.M.I. ONW • • •• • •• • • MAY DD uet drowtn rro. : 00 . 0 • 00 0 0 W10-02 IN ORDER TO QUALIFY FOR SMALL.WSSILE IMPACT RATING •• • *00 • • • sheet of ORERIOR PLY OF GLASS TYPE'C7'&'D1'MUST BE TEMPERED. 3 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. a TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. C-9D HOLLOW/FILLED BLOCK AT JAMBS I'm - 2DDD PSI MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. (� J INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS � FLANGE FLANGE �rCHM FLANGE 1/4"Max. FLANGE FOR SPACING SHINS3 h 20Y WOOD SUCK ° OR TYPICAL ANCHORS ? STRUCTURE <Q E3 v ° N2 = FOR SPACING v v YZ TYPICAL ANCHORS SEE ELEV. li © .I II S2O O v FOR SPACING Gff 1 d a a ltl Et I y ---- 1-1(4'.' SZ LAK v y .P II v 9 a °. v YYPICAL A*HORS !i;* M2 a' 1 SEE ELEV. E3 !j.I \ I v' s � FOR SPACING WOOD BUCK !1�I ° Ei E3 y� � �o� v O W .� SHIMS EQUAL LEG EQUAL LEG EQUAL LEG <a . E2 EQUAL LEG N 2BY WOOD BUCK M' METAL B 1 A l OWOOD R STRUCTURE C 1 STRUCTURE rMM ANCHORS L o M2 4 - FOR SPACING 0,-2,,v M3 S2 E2 M3 O I --�• E2 v . T M3 S2 TYPICAL ANCHORS q ' fig SEE ELEV. _ Z vo II 11 FOR SPACING a�f M2 o y '. 9 '?. TYPICAL I4CHOR5 E3 jj ij TYPICAL ANCHORS Q Y i SEE El".' II II SEE ELEV. FOR SPACING 1Y0,III= FOR SPACING 4642 ®L4d�o WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. wH3 a S g MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o u o W TYPICAL ANCHORS: SEE ELEv.FOR SPACDiG #14 SMS QTt SELF 11�K L}�JG�CBE�YS ( 2 FIMP AND TRANSFER THEM TO THE BUILDING STRUCTURE. b DIA. TAPCON BY 'ITW 11w120 KSI,F 2 KSI INTO META@ STRUCTURES •• • • • • • o 1/47 DIA. ULTRACON BY 'ELCO' (Fu-177 KSL Fym155 KSt) STEEL : 12 GNI. MIN.ZF):-•36•KSI•MISS• • Fnp;JAVAD A IMAD INTO 213Y WOOD BUCKS OR WOOD STRUCTURES ALUMINUM*01/8"•TNR. MIM.•(606d-T5•MINI) •• L PRODUCTRBVIBED a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) eseomply1ftwmaw Florida 1-1/2" MIN. PENETRATION INTO WOOD a2O tcaNa IS-D4TDTHRU 113Y BUCKS INTO CONC. OR MASONRY i14 MS OR SELF DRILLINGSCREWS (GRADE 2 CRS) '• �`••• •• • 1-1/4' MIN. EMBED INTO CONC. OR MASONRY INTO +MR•-D COUNTYApPRO�S MULLIONS (MIN.:HK. _ .090'DIRECTLY INTO CONC. OR MASONRY (NO SHN 4SP ) • • • • • • MAY Wry —O2 • •• • • • • • • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �• • ••• • • • sheet 4 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L U TYPICAL INSTALLATION DETAILS �� o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o 3 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MUL.UONS so FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR ° u SEETYPICAL MCHORS i/4•MAX. 28Y WOOD BUCK FOR SPACING SHIMS 4 Q OR METAL qT g I 1 WOOD STRUCTURE TYf1CAL ANCHORS 'v STRUCTURE ;e E3 !j!j SEE HORS 47 I•ji M2 A3 �} FOR SPACING a a '.. M2 TYPICAL ANCHORS 52 ' s I r o rF6R SPACING J a E2 EG S2 MIN., P 'TYPICAL ArPCHORS !j.� Y2 ° y I SEE ELEV. ° LBy - FOR SPACING WOOD SUCK E2 O w C 2 3/8'MRC T/4'P BUCK HEIGHT 1/4�P N II � GAP wooD ��tom? 'a NOT BY CGI 1/2'NON. 1/2'MW. O N M n [2 2 3/ F3 Cit0 FIN FRAME IA2 ACK CAULKING o �- TYPICAL ANCHORS: SEE ELEV.FOR SPACING I I 0 ,08 SMS (GRADE 2 CRS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD BUCK DEPTH SHALL BE 2311. 1 ii THE USE OF DEEPER OR R BEVELED WOODBUCKS IS PERMITTEDNO�.�'CGI R a EXTERIOR 11912 $g 1,191 -------------------- BUCK WNTH BUCK WWTH c. T•--- MWMI-RADE COUNTYI1 MUUTI-DADE COUNTY APPROVED 1 I APPROVED MULLION I I MULLION& MULLION ANCHORS I 8 • 0 MULIADN ANCHM OSEE SEPARATE NOA 11 u a m a 11 11 • • • :E SEPAIATFINOA •4. SEE •• • •••.• • • • • • ---- 1EenF: ANMAD C m/LL. PRODUCTREVISBDC.APE'139"S92 w compl�wi%the FLormsaArcaplmeeNol -C4i9to jj EI.EV � Dy drawing no. • • • • •• . FGR SPACING tyols DWWo mdml I W10-02 .• • • • • . • • • •. • % . • . • • • X14 X 1'SMS. •• • •.• • • • sheet 5 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2505 ITEM PART/ QUANTITY DEeCRIP,70N MATERIAL MANF./SUPPLIER/R]DARK9 E1 OGI-118 4/WDW. FLANGE FRAME 6063-TB - ¢ [.068 E2 CIR-119 4/WOW. FLUSH FRAME/FIN FRAME 60&1 T8 d b12 E3 CGI-121 4/WON. GLAZING READ(LAM.GLASS) 6063-76 j t'ti95 E4 CGI-123 4/WON. GLAZING BEAD(UW.INSUL CLASS) 6063-T6 - .995 .068 E5 CGI-110 4/WON. NAIL FIN ADAPTOR 6063-TB - o. 11P' EB CGi-109 4/WON. I FRONT FLANGE ADAPTOR 6063-TB - 6 v M1 CGI-38N AS REQD. GLAZING BULB VKM PVC DUROMETER 75-10 SHORE A O:C 1.338 M2 CGI-124 AS REQ. SCREW COVER-OPTIONAL PVC - r M3 CGI-112 AS REQ. FLUSH FRAME COVER PVC Q Et FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE(1 X 1/2 X 1/8' 6063-75 - g M5 - 2/LRE SETING 810f3(S EPDM DUROMEfER 8815 SHORE A dI 7fy3j 2 d,pgg S2 010 X 1-1/4- 2/CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - .812 1.485 a s f 995 065 Typ. o ON E2 FLUSH FRAME/FIN FRAME 3 n .578 .996 I 0p WELDED JOINT dI AT ENDS TF-N o p3p NM� O GLAZING BEAD (LAM. GLASS) d 3 M n m ZzE� .12tab §v Ooo—g� R 05 1. P. 1.184--i 9'S0o— N4 Ea GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL. GLASS) CIRCULAR WINDOWS o $ 1.130 .065 1.450 RECT. OR SQUARE WINDOWS 4 180 1.880 1.680 HI, T". CORNER DETAILS '° Ba65 •• ••• • • • • • •• u o w 7'396 • • • • • • • • • NAIL FIN ADAPTER O FLANGE ADAPTOR . •• • • • • ••• • En&'�JAVAD AF6t49 PRODUCT REVISED •• ••• •• • • • .. CA& w cmplyhq with Aha Florida p-1.398—•{ 1.119 �'PE��2 Buming Codd 0 Acmt NO is. xo�� lihg leo 291 too Dme �62D v it 3 .0.50 .050 • • • • • •00 • . 20y5 MI ucicon drawin no. .065 1.oa1 •.: : . •• •• . :0. : : W 10-02 •. . . . . . . OFLUSH FRAME COYER N2 SCREW COVER • • ••. . . • sh6.t 6 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) „ww.miamldade.My/economy CGI Windows&Doors,Inc. 10100 N.W.25111 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series 11160 Sentinel"Aluminum Outswing glazed Doors wtwo Sidelites-Wes. APPROVAL DOCUMENT:Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Qutlwing Doors' sheets T IM of 11 of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 vA Lvi revised pp.AUG%OQ , Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product ContrU Revision stamp witjr the . Notice of Acceptance number and expiration date by the Miami-Dade County ProductQontol Seotion-. :6000: 0000 0 00 00000 MISSILE IMPACT RATING: Large and Small Missile Impact 0000.. 00• : •0:00 • Limitations: 00000 00 000000 1. See Design Pressure ratings single and double doors in sheets 1 &2,single sidellte is shoot 3 and.door mulliop• in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply.to tLe6tire asserlsbly. ....:. 0000.. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. • . . 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,std?;axd series and* following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall'be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises#13-0226.06 consists of this page 1 and evidence pages E-1&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 mmmi-DAR COUNTY 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 I 1 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#13-0226.06) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF, sill S-I only) 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites, by American test Lab of South Florida,Inc., Test Report No.ATLSF-1.218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab.,Test Report No. CTLA 3056WC (sample#3)dafelt 6¢/16/2015, signed and sealed by Ramesh Patel,P.E . . .... ...... C. CALCULATIONS •••••• •••• **Goes 1. Anchor verification calculations and structural analysis,comply$•'with FBC`-2014(9.1...: Edition),prepared by Al Farooq Corporation, dated 10/06/20�4yt19/1ar��ilast reYig on AUG 04,2015,signed and sealed by Javad Ahmad,P.E. ..:..' 2. Glazing complies w/ASTME-1300-02,-04 and-2009. G• •• •• •••••• D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic ResomcesoWR).:'a"• •e•• E. MATERIAL CERTIFICATIONS 00 e•:e • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours&Ca,Inc. for.their "DuPont Sentry Glass 0 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 It 13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14&# 12-0553, dated 04/25/12 approved by MR. 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 r 37-1/4' 72' ;6u DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS to o 2 ANCHORS QUANTITY CHART n 8"MAX. J. TYPE'A','B'OR'C' SEE CHART FOR QUANTITY ANCHOR TYPE Z HEAD/SAL --dl AT STILE ENDSWAD/SILL AD IL 3, 8, J, 'C' SHIM 'A' 'B' O CORNERS A I_ AM 1/4' 4 4 4 a j"11 I 1 3/8" 6 8 8 Al .AL__ Oar O_ I WN I J- r• / E i 1}� \ raowltrxevlsEu \ °• LOCK OPTIONS i -- �Lt'' »•rypt!lglrH�tlae FloeW �I 1 f = x m SEE SHEET 9 I / bAede��r-iia1d If o all n _A�___ \ II N! \ u/ In IIx im SERIES SENTINEL 180 ACTIv£ = ALUMINUM OUTSMG DOOR 19/ SIDELITES y� APPROVAL APPUES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS� B ' mWITH OR WITHOUT SIOELITES.z SIDE LUTES CAN BE ON ONE OR BOTH SIDES OF DOOR.8 SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES.23 1/2' SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. 2 ANCHORS O.L.OPG. D.L OPG. SEE SHEET 4 FOR SIDEUTE TO DOOR MULLION CAPACITY. TYPE'B' 4 ANCHORS SURFACE APPu£0 THE LOWEST VALUE FROM DOOR, SIOELITE OR MULLION CAPACITY o AT STILE ENDS 1YPE'B' FAf.SE MUNTINS AT STILE ENDS MAY BE USED AT 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). 8 3 DOOR OPTIONS IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO P TRANSFER LOADS TO THE STRUCTURE. DOORS LOAD CAPACITY -PSF DOORS LOAD CAPACITY-PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS SINGLE DOORS (X) DOUBLE (XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •�§� DOOR ONS. LAM. or INSUL-LAM. DOOR DNS. LAM."INSUL-LM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL FRAME LEAF FRAME ..(i,) �,(_) FRAME IDT FRAME EXT-0) W.(_) •"•a n n WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT p e g 95' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 2 $$ 37-1/4' 35' 96' 80 80 • 72' 35" MATERIALS INCLUDING SUT NOT LIMITED TO S"ETAL SCRENS,THAT COME INTO <m n NOTE: • • • • • • • • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT.MEET THE REQUIREMENTS o VERIFY COMPLIANCE WITH EGRESS UMTTATIONS#Him REjLrE%• : : :•: •• Of CURRENT FLORIDA BLDG.CODE. n ,� NOTE: •• ••• •• • • • •• � Ow FLUSH BOLTS AND LOCKS MAST BE ENGAGED TO HEAD AND SILL DURING DOOR D.L.C. DIMS. FIA.PE 0 70502 0 PERIODS OF HURRICANE WARNING. T k D.L.O. HEIGHT = FRAME HEIGHT - 12.875' NOTE: ••• ••••• .�iODTH ( COOS) FRAME W� 25)AWIDTH ac (FRAME DH - /2 GLASS CAPACITIES ON THIS SHEET ARE • • AUG 2015 • •• • am. BASED no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• • • • AND FLORIDA BUILDING COMMISSION • •• • R�/�ELt�S 112E/RAT®FOR LARGE AND SMNl MISSILE IMPACT. W i 3-01 DECLARATORY STATEMENT DCA05-DEC-219 •• • •• SHUTTERS ARE It REQMREO. shit 1 oT i i ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • c 4■V n_ 37-1/4- 72' Z ; DOOR FRAME WIDTH DOOR FRAME WIDTH READ QUANTITY C ORS AT S ENDS Dz Fz. d' 2 ANCHORS SEE CHART FOR QUANTITY 1"W O MAX. 3' AT STILE ENDS R'C HEAD/SILL 3' 6' 3' ANCHOR TYPE 6 g Ham/ A - CORNERS A -- Ile 'A' 'R' C. QQ g CORNERS �eSt � 1 1 1/4- 4 4 4 Q 3/8' 8 1/2 7 0 � I� . p ao a Jyl 1 } a LOCK OPTIONS i J�i m**mPWftwfttbfFiors& U) o SEE SHEET 8 I ,, 0 7 \ I I I 7 /�• ' I I ��� � � � I \ I ,� hitlDllCfRRV13Ep <z 11 I 1 I II � aNM� ACTIVE ' ACTIVE B 11, a V o.0 a NY g tl 23 1/2' 1D g 23 1/2' �D� 'D.L OPO. 2 ANCHORSD.L OPG.TYPE'S' 4SURFACE APPLIED AT STILE ENDSTFALSE MUNRNS AT STILE ENDS MAY 8E USED TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR ° Q ( X) ( XX E D��4k NOTE: SEE SHEET 1 FOR DOOR CAPACITIES em .nn • • • • • t • • • Fngr.JAVAO AHMAO g •• ••• •• • • • •• il.A PEST 70692 CAN.3538 . ... . ... .. . • • • • • • • • drawing no. •. . • . . • • • • • W13-01 • •• • • • • • • •• • •s• • • • A 0 2015 sneet 2 of t t ••• • • • • ••• • • ••• • • • ••• • • k�5 144'MAX. 37 1/8' 38' 72" SEE CHART FOR OUANTOY eY SIDELRE WIDTH SI9EUTE WIDTH DOOR FRAME WIDTH SIDELFrE WTD HEAD ANCHORS Z AT STRE&MULLION ENDS QUANTITY CHART F 8'MAX. B"Max.HEAD _ ANCHOR TYPE gC o CORNERS F CORNEH6eRS A , "'` , KI/4" -A' V ,C i U t � 4 4 4 7 7 - 2V[= h u ••z u� IL LOCK DNS 1 SEE 9 ASANCHORS SHOWN ON i s o �� o o ��• j c=== J =❑==ac- -= SHEETS 1 &2 a m c / W we ilri 'I I II \ i iui/ ii O- It s N o ii 1 1 11 11 $ N M ACTIVE 1 I_ INAWNE 0 3 v°fi ( t f ) 11! NzZ 1jg is31 1/8" 31 1/8" 23 1/2" 23 1/2" 31 1/8" $ U 20 ILL GPD. 0.4 OPG. D.L OPG. D.L.OPG. D.L.OPG. �—� SU1tFAt:E APPUtU DESIGN TOAD CAPACITY - PSP 4 ANCHORS FALSE MUNTINS ED TYPE'8' MAY 8E USED SIDEUTE ONARY PANEL(0) a TYPICAL ELEVATION AT STILE AND SIDEUTE FRAME TYPIC L ELEVATION - MULLION ENDS e WIDTH HEIGHT (SIS NOTE BELOW) ( O ( O%XO ) EXT.(+J INT.(-) IRODUCf Rw1Mi•'FTOfV6ED t INCHES INCHES SjpEiTTE OPTIONS � a' o�� yy U 24 80.0 80.0 I`'1 Ec g G i 3O 80.0 33 84 80.0 80.0 36 80.0 80.0Ce M►rW w* e401ot 37-1/8 77,8 77.8 c m 39 73A 73.8 SIDEI ITE LO DIMS. 0 DS. ° U37-i/877 88.8 $ •• 00: • • • • • •• D.L.O. HEIGHT = FRAME HEIGHT - 12.878' 80.0 • • • • • • • • D.L.O. WIDTH m SIDEIITE WIDTH - 8" STAND ALONE SIDELITE ONLY 80.0 • • •• • • • • • D.L.O.WIDTH = SIDEUTE WIDTH - 4.875 SIDEUTE TO DOOR ONLY eo0 • • • • w • • • • EW. rA1uo ANMAo 00.0 •• ••• •• • • • •• TAV0. 77.8 FLA.PEA 7B 73.8 a3a3wB , 24 80.0 80.0 • ••• • ••• •• • 30 80.0 80.0 • • • • • • • • • • • • • •• • • �U 2015 tlTowfng no. 33 98 80.0 80.0 •• • • • • • • • • . W13—Q1 38 Bo.o B&O • •• • • • • • • • �] see 37-1/8 77.8 77.8 sheet 3 Of}t • • • • • • • • • • • •• •• • • • •• •• 000 • 0 • ••• 0 • x DESIGN LOAD CAPACITY -PSF DOOR DOOR DOOR DOOR V DOOR ISIDEUTE FRAME SIDELITE SIDEIM FRAME SIDSJE FRAME SIOELITE FRAME /I•� o SIDEUTE LEAs FRAME scan g To DOOR MOUJON WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH �Y WIDTH WIDTH HEIGHT (SEE NOTE BELOW) INCHES INCHES INCHES EXT4+) INT.(-) Ok J 24 80.0 60.0 / / / \ Y5 30 80.0 80.0 C / H H / H C / C a 33 35 84 80.0 60.0 38 80.0 80.0 w J J J 37-1/8 -77.8 77.6 39 73.8 73.8 \ \ \ / �O 42 88.8 88.8 24 80.0 80.0 o Q @5 30 60.0 80.0 i -�oxo) (xox) C)`7 33 35 90 SILO 60.0 (Ox 36 80.0 80.0 {�-WE _ 37-1/8 77.6 77.8 SIDEUTE DOOR FRAME SIDEUTE DOOR FRAME SIDEUTE ..�] �{ 39 73b 73.8 WIDTH WIDTH WIDTH WIDTH WID7H Q p E 24 80.0 80.0 30 98 80.0 80.0 33 35 80.0 80.0 E \C H J /E 36 80.0 80.0 i i• �i ii �� /J \ l 37-1/8 77.6 77.6 = % % / % NXnm O)Oc3 DOOR STILE ' (-0) �xST0NXXO EI • ►aowrREVISED�SHE33 SESHEET s a N 4 6wNb Ihr Fkd& Z Z,yr Araph4ft No -1 D(s'.Ok/ (� 0p-•�T D4h Jelo��e o� aE;o I�M+W lith aeI Ca•In1 LEAF WIDTH +I SiOEUIE WIDTH DOOR FRAME WIDTH S p SINGLE(X)37'MAX. o n DOUBLE(7fX)72'MAX o E Q ,SIDELiTE TO DOOR m g$ INSTRUCTIONS: NOTE: o GLASS CAPACITIES ON THIS SHEET ARE USE CHARM as FOLLOWS. •• ..• • • • • • •• BASED ON ASTM El-300-09 (3 SEC. GUSTS) <m a • • • • • • • • • AND FLORIDA BUILDING COMMISSION 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM • • •• • • • • • DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON SHEET 1. • •• • • • • ••• • "'� 'j 2. SELECT LOWER OF SIDEUTE TO DOOR MULLION • • • . . . • . . I Engr:JAVAD AHMAD 4 CAPACITY FROM TABLE ABOVE. •• •.• •• • • • •• elm 3. T 3. LOWER VALUES FROM STEPS I OR 2 WILL APPLY CAN 3538792 i-� 70 ENTIRE SYSTEM. ••• •.• • •.• ••• ••• jn•r drawing no. .. . . . . . . • . . . .. . . . 00 00 W13-01 •• • •.• • • • eheest 4 of 11 • • • • • • • • • • • •• •• • • • •• •• t0�1'V 3 0 U v� n ao 3/18'TEMPERED GLASS 3/8'AIR SPACE t�Q 3/18'ANN.GLASS 3/18'NEAT STREN'D CLASS.075' ANNEALED GLASS �Z pt� .075'Soflex CP With PET Core .075'Soflex CP With PET Core 075"Saflez CP With PET Core W`�.� By'Eastman Chemical Co.' By'Eaatman Chemical Co.' By'Eostmon Chemical Ca' O_ 090'Soflex IXeor And Color Gloss .090'Saflex Clear And Cola Glass 090'Sonex Cleor And Color Gloss N Eastman Chemical CO.' By TaAmon Chemical Co.' By'Eastman Chemicol CO.' �'� INTERLAYERS OW Kuroray SentryGlas INTERIAYERS .090'Kuraray SentryGlas 090'Kuroroy SentryrAw By'Kurorcy Americo.Inc.' By'Kuroray America.Inc! By'Kurcray Americo.Inc.' 090'Kuromy Butaeite PVB 090'Kuromy Butadte PVB .090'Kuraray Butccite PVB fn By'Kuraroy America.Inc.' By'Kuraray Americo.Inc.' By'Kuraray Americo.Ma.' L0C 3/16'ANN. GLASS 3/18'HEAT STREMD GLASS 3/18'NEAT STREN'D GLASS O r SILICONE SILICONEOW CORNING 99S th DOW CORNING 9955 DOW CORNING 995 DC ►RODUC f tAEVISLp �C4 o DOW O DOW CORNING 899 DOW CORNING 899 r ylV tly r GE-1200 GE-1200 GEW1�NG 888 tYsYNsaCode Florhlf z z zAsten No -Q1 .D 0 swustlr 0►Oe I 0 3 14 \ v \ .l.\n.. cz Z� n J \ n cs \ n I \ CeWdIn 5 O= N v ' I XL EDGE SPACER Q ST.STEEL BY'CARDINAL' OR OURRASEAL BY'OUANEX' SUPER SPACER BY'OUANEX' 28 AT 1/4 POINTS 28 AT 1/4 POINTS 28 AT 1/4 POINTS 0 �+m g 7/18" LAM. CLASS 7/18" IAM. GLASS B 1" OVERALL INSUL. IAM. GLASS � GLAZING OPTIONS .,gmS 0 m 6 fi ii I Is •• ••• • • • • • •• •• •.• •• • • • •• Emyr WAD",W CML ro M A 70592 o n h X38 � 40 • ••• • ••• •• • tt 'J • • • • •• •••• • • • • drowing no. •• • • • • • •• W13-01 sheat S of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• t, F iBY 9000 BUCK 29Y WOOD BUCK EDGE DIST. TYPICAL ANCHORS EOCyF DIST.. SEE SHEET i OR o SEE ELEVATIONS WOOD STRUCTURE METAL M w .ww�.e•+ - s FOR SPAQNG �OI�I�t FTE'•..d.. _ . SEE NOTE SHEET t EDGE DIST. [STRUCTURE ..e00NCRETE. ' :••~�..,,'::Y � EDGE 7 ea pF B &Zq 2s l i i I at N N TYPICAL ANCHORS O i 1 i I to J TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING 1l®J SEE ELEVATIONS ha FOR SPACING cp I Imo- i I FOR SPACING ------------------- a g I i j l MIAMI-DAOE COUNTY APPROVED I! IL IL el tl3j,,,I• 1 I j j l NEE SEPARATE NOA jl .1 t2 WOOD BUCKS AND METAL STRUCTURE NOT BY CLIPPED NILILLICN GI WINDOWS ij Ii a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I(_-__-_-_- ---_-__�) O AND TRANSFER THEM TO THE BUILDING STRUCTURE. N I vT zG TYPICAL ANCHORS: SEE ELEV.FOR SPACING s - TYPE 'A'- J,/4"OLs. ULTRACON BY 'ELCO' (Fu-177 KSI,Fyat$S KSI) �+ MIN. LENGTH = 2-3/4" TYPI AL Acr 0 i INTO 20Y WOOD BUCKS OR WOOD STRUCTURES FOR SPACING "ELEVATIONS 0 ui 0ui 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) a THRU 1 BY BUCKS INTO CONC. OR MASONRY �S `�x til o o p 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) T ' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 3 0 aM o TYPE 'B'- 1/4"DIA 'E ULTRACON BY LCO' (Fu-177 KSI,FY-155 KSI) Z z I n MIN. LENGTH = 2-3/4" 3 DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ►ItODI>CENEVTgEp O TYPE 'C'- 1/4" DIA TEKS OR SEF DRILLING SCREWS (GRADE 5 CRS) �°N"M '"Kb D•PbAh 26 INTO MIAMI-•DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") AafpI -0 =0�j INTO METAL STRUCTURES (HEAD/sILL/JAMBs) ow 1 -. 1/8" THK. MIN. (Fy - 36 KSI MIN.) sl- c $ ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) feulMtCwbel 2 8 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) $ e i s TYPICAL EDGE DISTANCE 0191• 1 i i I INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. mD WE INTO METAL STRUCTURE = 3/4" MIN. m o g 2t •WORD OR BSS(i` 05b�bIW 23 I t3 CONCR TE A'L fE-4 SCL�t�f'c = 3000 PSI MIN. • C-96 MOLIOW D 61L0 f'm - 2000 PSI MIM. < • • • • • • • • • 1 a o � EmJr.JAVAD AHW1D t I�! •• AlfARS 41 BE•r1EX;R;LA?-NE D. FLA.Pcw E 1 70592 CAN. • SEALANTS: §§ CONCRETE!T• ^: > v•.' :•. S j $ $ -• v• TYPICAL ANCHORS • •J.JOINTS 4D•f%E COIW"TICJA•SEALED WITH 6 201! • • drawing no. EDGE DIST. SEE ELEVATIONS • • 0 SCS2000•SILICONE sEaloa►T. • . W13-01 FOR SPACING as• • • • • • • • • • ••• i• i•• ••• ••• ••• DOOR DETAILS sheet a of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8"MAX. 3/8.MAX SHIM © OO SHIM 0 2 18Y WOOD BUCK .SEE NOTE SHEET 1 ACTIVE LEAF ccj 27 ' TYPICAL ANCHORS TYPICAL ANCHORS • SEE SPACING�• FOR SPACING Q: SEE ELEV. A FOR SPACING 8 . P {{V77 04 15 FRODOCr REVISED a 7 7 18 'i.;•:„ rew�pbAg*1&wrlwlr 25 Pla METAL 2 EXTERIOR K%PkwAccepi" Date STRUCTURE LEAF WIDTH 3 POINT LOCK +Intiw Orsh WITH DEAD BOLT IGL• ..�, y�5 Nm DOOR FRAME W@TH SEE SHEET 9 1!>.�tb* Copy W O Cj o J/B•MAX. 0 SHIM 3/8"MAX.'. © O 3 POINT LOCK 28Y WOOD BUCK � SHIN WI1H DEAD BOLT 8 N M .:..: SEE SHEET 9 OWOOD STRUCTURE 0 M w CONCItET£. 2 FLUSH BOLT SEE NOTE SHEET 1OR 3 „ MASONRY_' INACTIVE LEAP p `O ACTIVE LEAP rg TYPICAL ANCHORS TT 24 16$9 0-2 SEE ELEV.' FOR SP=. 48 9 TYPX:AL ANCIKXiS 4 T D.L OPG. 7 T 7 SEE ELEV. y >>rr 19 D.L OPO. FOR SPACING °'g g H EXTERIOR LEAF WIDTH LEAF WIDTH DOOR FRAME IYIDTH w $S$8 •• ••• •• • • • •• flgr.JAYAO AIAlAD 3 CNFL FCAMg70W238J83g 00 • • • • • • • • droving no. •• 052015 W 13-01 ••• i• i•• ••• ••• ••• DOOR DETAILS anent 7 of__ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t t9 TYPICAL ANCHORS SEE ELEVATIONS �Y FOR SPACING :• •'+EOOE'MST." s. 3 b OONCRETE. * x :.CONCREYf•, O J 1 U J N 28 3/8.MAX { li J MATING JAMB FASTENERS c: O m SHIM .'. S 2 18 SOR LOCATIONS EE DOOR JAMB SPACING CONCRETE• S7 ON SHEETS i &2 06 O W MASONRY- As 63 _0 O r n wJ -_-- _ - - a 41 o EXTERIOR c 4 28 OL OPG. LEAF WIDTH ' SIDEUTE WIDTH - DOOR FRAME WIDTH $ ,i 28 732" MAX MO.DOUBLE(X) c C FRAME WIDTH TYPICAL ANCHORS . ►�oucrRewrssu a 2 FOR�SPSEE PAACING BEFORE M,ftewuh ft pb"bow 8 $8 3 Acct~Ms;/? 011•OY v� e S 9 Nlretiw D 0,Zg bI a g •• •••{LSTE.11MTG SHIM T%MET&6 STRUCTURE AT JAMBS M 3/8' G 13 • • • • Nr.JAADAHUAD ll 004 O !PE 9 70892 o n . . ... . ... .. . XF&E- ° 4. •• i• i i l ' S 2015 drawing no. .. W13-01 c EDGE DIST. TYPICAL ANCHORS • •. • • • • . • • SEE ELEVATIONS •• • ••• • • • FOR SPACINGSIDELITE DETAILS sheet 8 of�� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P EXTRUSIONS BILL OF MATERIALS MISCELLANEOUS Z J ITEM 1 PART Na ID:S omm RATERIAL MAIOE. RERAAItS ITEM 1 = PART Na DESCRG'TMN MATERIAL M(URE. RERARKS O 1 CGI-189 FRMAE MCAD AND SOL 6063-76 CGI EXIMUDER 2l WO - i FOAM HIES F3XIN a pp 2 ATOM OR CGC-190 ERNE JAMB 6063-T6 CGI EIRRODER 'w Fm Qua nm r! i 3 6G1-1% SIOMM WAD AND SILL 6063-T6 CGI EXIRUOFR 23 MS V333M 187 X.%0 VEATHFASTRIP PRE W CEMCR FW VOR ULTRAFAB OR EDUIV fSu 4 CM-197 FREE TIAN M SZWX JAMB 6063-T6 CQ EXTRU�.N 24 M8 407 X 30D W PPLE WSTRIP M Vn V/FIN ILTRAFAB DR �r p 5 Ixa-198 KATRL smELITE JAI® 6%3-T6 CGI EXTRW 23 M9 Cp,=-H Mi M(4 1/Y X 4') AL RVA Ea-=[D( $� we 6 CGI-DXf PNEL 7�AND BOT7Ui RA0. 6063-T6 CGI won 23A MIO ABBOI-US12D Ro lIY XP) ldtASS 7 C6F194 PAMM VERTICAL STILE 6063.76 CGI EXTRUDER 258 MI AB8061�i SR INGER9 CGT-199 SHEAR BL= 6063-T6 CGI EX vm 26 R4 CGI-382V BEAD HULK VRML CGt-WSIDN VVV I1..p 12 C61-DR FRAME HEAR AND SILL WV COVER 606345 CGI EXTM W 27 R1 3/0'-16 FULLY THREABEO RDD-SECMD VM 3/8'HEX ON 2RC PLATED 13 EmuFNK MEAD AND SILL SIAMTED SCIE.V MVM 6063-15 M EXTRUU 2H SETM Bt=G'PER I fo EPM paNRTER 8015 ZZ A IL�°DSsS_� 14 CG1-10 7AV(LASS GLUM HEAD 6%3-TS EM EMBER 14A CGI-123 I'OAM aA71%BEAR 6063-T5 CGT Dam= gM MM PLATE 6%3-76 CGI EXTRM NOTE: FT EM NUMBERS 8. 10 & t t ARE NOT USED � 16 CG[i95 ASTOM 6063-T5 CO EXTRUDER at 6063-75 CGI Mon vi IT CQ-508 SLREV COVER y� LOCKING HARDWAREg rFO DESC elm MH7ERIA1 Ma1Dff. REDS 8 (17 3 POW1 LOCK ASSFNBL7 Vnm LEAF) CGI-CUST@I - USEB BY ALL On= O t5 ' FU19 wT A35ENBLY dNACTIVE LEAF) CGT-WIM USED IN ALL DPTIDNS 0 w (PTXNAUM LEVER C CtM LEAF? BALOVRI DUMIPT LEVER awnVE LEAF) BALWRN UPTONAI. ° el MAOBDL7(ACTIVE LEAF) BALM%MER BY SCIL N_'OPTWBFADBRI lACTIYE LEAF) $ O .M ACTIVE LEVER(ACTIVE LEAK DEXTER BY SDK O 3 JIO 1 D18IIIY LEVER fWACIIVE LEAH DEXTER BY SIX OPTIOW ?? CPTM7 3 D82410 ADB LT!ACTIVE IEAf) COPPER CREEK PRODUCE REVM HL2220 ACTIVE LEVER(ACTIVE LEAF) mm.am w4A dM 17o11CA O C 8L2m LUXMY LEVER fWACTIVE LETS) OPER CREEK OMIRlAL h Q .O}/ V•- r O SCREWS o ITER/ PAM Ma Dcsaw 1m0 REMAANS g 18 114 X 31V FU NEAR TEKs-RUIN ATTACIDEAT S 19 16 X 1/2'PAN HEAD SMS-ASTRAGAL A7TADM f nm em m�9$$ 20 H 10 X 1 U4•PM SMS-ASOMY 3 PER LAR • • • . • • • • • n o •• •.• •• • • • •• EnBr.JAVAD AFDdAO (xIAL FMPE *00 : : •' :• 000 U 015 drawing I10. :. ' .' : . ' : : : • .. ••• • • • eheet 9 ct t t ... . . . . ... . . . . . . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4 w Z3 Q adt — Ndt AoanMj AsxmDlr IL Nod ,,Z. �+ o Houdrtg � No� o #10 x 3/4'PN SMS id o tpnMdl w O t N Cawectim V0 X00° r th N n. N t}6nder/Demmalt t Oeo4Ddt AaY• x 1 jY PH NS $ O Aes} T.*- ° /RODUCfREYISEb Z_z r/ rtawPhbM wq�fYeibilY §p- -__.. trWq Cede o_ Aengeexe he 0 Wrkrr Dent U o 2 Flwhbat N;ALL•— � Acawly cowd VMed Cop o %am aps TOP SECTION SHOWN (BOTTOM SIMILAR) 12 O o $ Flushbolts(Inactive Panel) I $ Top&Bottom •• •e• • • • • • •• �0<muo • • • • e • • • • •• • • e • ••• • •. 000 •• • • • •• Engr:JAW MWAD cm FLA.ff 1 Mal o n� y8 yg ••• • ••• •• • o w • • • • • • • • • • • • :6.• • • a § drawing no. M CUSTOM •e • ••• • • • 3-POINT LOCK sheet9.lof 11 • • • • • • • • • • ••• • • • •s. • • r 3.825 c .125 M_ 50 50 .082 1.625 z • .7 .100 7.587 4.495 Q 5.500 O 8 tz FRAME COVER C O DOOR FRAME HEAD/SILL 3.825 7.587 0 4 a 2.458 0'0 7.410 Qui 1.625 .062 l 1.625 TOP & BOTTOM RAIL 4 Is f� O t3 SILL COVER -5.500 6.436 .0758Q .485 1.828 1.440 g O .075 1.083 4.495 J s QHINGE & LOCK STILE 1.755 g 3 N m O o SIDELITE TOP & BOTTOM FRAME t7 SIDELITE JAMB COVER Z Z n^ 30 o� .326 U 735 .070 .625 1.500 .185Dt1Cf 8BV1gEp .805 .245 4rldl� rbytawFkda No 1.622 .115 •�1•uln 4te -/0/f••0 1.060 •;� �S� _ c 73 l� t8 �• 1� Crpy o�Ng 16 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE ¢ I I 1.810 3.005 .675 1.061 1.125 IWO .995 .050 0• .120 1.482 ,090 .2 •.• • •• • • • 1.184.080 0811 • ••12s • • DGS ft (LAM. GLASS)4.000 4.000 •• ••T- - • • •• EWr0 .125 .070 .505 120 C.AN 70592.120 2.388 � 5 1.465 ��� .420 • .895 .056 3 3 • • .070 • •• • • 214 drawing no. 1.225 .• • • • • • • 1.1`4 wls-01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAM • GLASS STOP (I13SUL LAM. GLASS) sheet 10 of 11 • • • • • • • • • • • •• •• • • • •• •• i u 3 0 ASSEMBLY FASTENERS TO BE WSTALLED 3 PRIOR TO JOINING MATING JAMBS ASSEMBLY FASTENERS TO BE INSTALLED p PRIOR TO JOINING MATING JAMBS o°I / •• � sMl 3 {6 /• i t I / •/ // 3 // s ' a 0 AA � 1 4z I HOLE CAP i acCESS HOLE NG JAMB ASTENERS ' S S F ' d SEE SHEET 8 FOR DETAIL 2 1 5 qI O o�, z2! SIDELRE JAMB CORNER SIDELITE MATING JAMB CORNER 3 0 DOOR FRAME TOP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOM 9 fit. 1 jl TT N a m 27 •• ••• • • • • • •• ��<moo • •• • • • • ••• • • • • • • • • • • E.9r JAVAD AHMAD •• ••• •• • • • •• q �PE 0 ACML 2 • ••• • ••• •• • • • • • • • • • lio• • • • W13-01 •• • . • •• ••. . • • LEAF TOP & BOTTOM CORNER ••• i• i•• ••• ••• ••• sheet 11 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM PDADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OE 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.minmidndagovieconomv 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(AHI). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series Clipped,Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No.NOS-13A,titled"Mullion Elevations and Details", sheets 1,2, 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al Farooq Corporation, signed, sealed by Javad Ahmad,,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/seric% 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,fnr sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall b, a 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#12-1220.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0420.08 Nnartavl►o ounmr Expiration Date: March 28,2018 Approval Date:August 13.2015 Page I CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No.M95-13A, titled Series"Mullion Elevations and Details",sheets 1,2,3, 4,4.1 and 5 of 5,dated 11/25/95,with revision G dated 07/27/15,prepared by Al- Farooq Corporation, signed,sealed by Javad Ahmad,P.E. B. TESTS 1. Tesi reports on: 1)Air Infiltration Test,per FBC,TAS 201-94 2)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94 3)Nater Resistance Test,per FBC,TAS 202-94 4)Small Missile Impact Test per FBC,TAS 201-94 5)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8"aluminum tube mullion,prepared by Hurricane Testing Lab,Inc., Test Report No. HT1-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1)Large Missile Impact Test,Loading per SFBC,PA 201-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Test Laboratory,Inc.Test Report No. HTL-0080-0303-96,dated 03/06/96,signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94 along with marked up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M.Medina,P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-V' Edition(2014),dated 04/13/15 and 07/25/15,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 Manuel PXMJP.19. Product Controlxa Iner NOA No.l 20.08 Expiration Date: March 28,2018 ° Approval Date:August 13.2015 E-1 4 z CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated April 13,2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2,issued by Hurricane Test Laboratory,Inc., dated 03/26/08, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No. 08-0331.07') 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test.Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall,P.E. (Submitted wider NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering&Testing,Inc., dated 02/12/96,signed and sealed by Hector M.Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15,issued to CGI Windows&Doors for their Series"Clipped"Aluminum Tube Mullion--L.M.I.,approved on 02/28/13 and expiring on 03/28/18. AIFFA Manue .E. Product Control E NOA No.IV .08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-2 Loo �.aes fw .IG•� M V sPs 0 in aim ax Do F 4A00 fR/IZRNG PROWLT 8060 '�( 3• IR-.�01\4 6087-T8 L000 r IP ANG I 81X2 MULLION 6087-T8 p-m n 8060 40am N d 5e> i1t R 8D60 J a000 .m 4.900 'w' DIffiENSION _MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS MULLION 'W'-OL HORIZONTAL OR VERTICAL LLJ 2.m SEE WWW OR WOR APPROVAL FOR FASR906 SIZES AND SPACING � 4' 3.858 B. & BE MULLION 13ELUSYSTEM S RATED FOR LARGE MISSILE Y A L�j AND CAN SED WITH ALL MIAMI-DARE COUNTY APPROVED IX S=N\4 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. 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SEE CWIiiT4FOXR1�0UANimES TM MULLION r MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCHOR NO.OF TYPICAL ANCHORS: SEE ELEK FOR spAcm g� TYPE*A— IX DUL ULTRACON BY 'ELCD' 0y.177 161.F)w155 MI) INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD r- - THRU 1BY BUCKS INTO CONCRETE ims Sli CAN 8E 1 1-1/4" MIN. EMBED INTO CONCRETE ONp FJi p \,ft4 X 3 4 FN Sus q� PFR AT 1X2&1X5 MULLKTN W�� I 2 PER CLIP AT UUXMAR MILMMNB TYPE'B'-j/4'61A ULTRACDN BY 'ELCA' (Fu-177 KTiI Fy=155 K� DIRECTLY INTO CONCRETE 1-1/2- MIN. EMBED INTO CONCRETE 1 i MULLION 11W THIOX ALM CHAT 1 j 16Y OR 287 7UBE5 8 TYPE '8H'-1/4'DUL ULTRACDN BY 'ELCO' (FU=177 K%F1-155 KSQ U7161H TO FR SNUB I i y a DIRECTLY INTO HOLLOW BLOCKS mlro MULUGH 1-1/4"MIN. EMBED INTO MASONRY THRU 10Y BUCKS INTO MASONRY Gf�T N 1-1/4-MIN. EMBED INTO MASONRY ANCHORS DETAIL #1 z z� TYPE 'BF'- 14C DIA, ULTRNM BY 'ELCO' (Fu-177 KSI,"us KIO) YET%1L to uLTa CONNECTION 3 c DLRECTLY INTO FILLED BLOCKS $ �I 1-3/4' MIN. EMBED INTO MASONRY THRU 18Y BUCKS INTO MASONRY 1-1/4"MIN. EMBED INTO MASONRY TYPICAL EWE.DISTANCE INTO CONCRETE AND MASONRY - 2-1/2'MIN. INTO WOOD STRUCTURE = 1' MIN. t s INTO METAL STRUCTURE n 1/2- MIN. WOOD AT HEAD.S81 OR JAMBS SO-OM MIN. CONCRETE AT HEAD, SAL DR JAMBS re -S1lOD PS MDF. C-W HOLMMU.ED BLOCX AT JAMBS fm-nW PSI MM. O W V 0 cmPRODUCF REVISED ( 3 m rnmP1Y�8 wim Um F(atld� FIA >46sz IS-0420.08 $- - faIwDiMOm S I Ai PwBml Cvrmo� droning no. CCJJ M95-13A ju k2A 2nfq I > 1 m s