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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 16 -a l Permit Number: S61To UUCM RECEIVED 0 - P I ° Q Building Permit Application OCT 2 12021 Planning and Development Services T. Lucie County, permitting Building and Code Regulation Division Commercial V Resid ate— --- --- 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 PERMIT APPLICATION FOR: WINDOW/DOOR INSTALLATION PROPOSED IMPROVEMENT LOCATION: Address: 9415 S OCEAN DR, JENSEN BEACH, FL 34957 Property Tax ID#: 3535-333-0001-340-7 Lot No. Site Plan Name: Block No. Project Name: WILSON DETAILED DESCRIPTION OF WORK: REPLACE 6 WINDOWS WITH IMPACT. USING LIKE SIZES NO STRUCTURAL CHANGES BEING MADE New Electrical Meter Second Electrical Meter (Affidavit required) CONSTRUCTION INFORMATION: Additional work to be performed under this permit—check all that apply: _Mechanical _Gas Tank —Gas Piping _Shutters Windows/Doors _Pond Electric _Plumbing _Sprinklers Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ �� ��� Utilities: —Sewer —Septic Building Height: OWNER/LESSEE: _.. r.. _.r-<._. Y ;-CONTRACTOR: Name SHARON WILSON Name:` BRUCE M. TYRRELL JR. Address: 9415 S OCEAN DR Company:.,Ka nrell Windows & Doors City: JENSEN BEACH Staten° >- Address:.:-820.0 SW LOST RIVER ROAD Zip Code: 34957 Fax: City: Stuart State: FL Phone No. 203-640-2315 Zip Code: 34997 Fax:772-288-6208 E-Mail: DALEWILSON54(@_YAHOO.COM Phone No 772-288-6205 Fill in fee simple Title Holder on next page(if different E-Mail Sue&Kamrell.com from the Owner listed above) State or County License CGC061180 If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. If value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required. L SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature of Owner/Lesseercontract&as Agent for Owner STATE OF FLORIDA COUNTY OF MARTIN Sworn to1,,,f�daor affirmed)and subscribed before me of Physical Presence or Online Notarization this g' y o C, f C: ber 20 L by BRUCE M TYRRELL JR. Name of person making statement. Personally Known V OR Produced Identification Type of Identification Prod a p� (Signature of Notary Public-State of Florida fair"'P&•.,, SUSAN MARIE GODDARD d f Flori a ::• Notary Public State o Commission No. (Se `r Commission N HH 033062 '�'.'foF�o ' My Comm.Expires Sep 25,2024 Bonded through National Notary Assn. REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev WILSON - 9415 'S: OCEAN DR #12' ' JENSEN BEACH., FL E cu C= EXPOSURE D RF 'HGT 20'--ZONE 4 > LU 0 w u C—) CD u #1-CGI.SERIES. 116SINGLE'HUNG D _j 26.25.X.25.175 4,69 SQ FT +48M 52.3 -2070722.09 D.P,+751-7,5 CGI.S.ERIES110 SINPLE:'HUNG 26,25:X,38.126 6-.94.Sp..FT t48M-52.3' 2-.0-67.11.09 DP+' 751-76 03 L CGI SERIES120 2 PANEL HORIZONTAL ROLLER '72AX-14-26 17:24,,:$QFT, t47.01,51.0 2-07-0610.03 DIP +661=65 #1 s 4,5 r CGI SERIES-110 SINGLE'HUNG 3685'00.6. 1.2.8 SP FT+48.2/w62.3' -20-0722.09 DP +761-75 Wilson Res ' CM ERIES120:2PANEL HORIZONTAL ROLLER: � &712.75 X 33 1 4CSQ FT 4-47B.,51.0, -2nd Floor 20-46.10'03: DP+65/mH .. - REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC F-� t WlIa^ - Ocean bar If- ld- jen.s&x 5?Ach t a -, a ASCE 7-16 Design Wind Loads Wind speed v= 170 mph Exposure D • aSySe is 0.6 For Wall Components & Cladding Ke- 1.0 ASD Load Combination Coeff. easyseai5.cart1 Wind pressures[psf]for use with Allowable Stress Design Kzt- 1.0 Kd- 0.85 Enclosed Bldg GCpi- 0.18 Tributary area at least... Tributary area at least... Triburary area at least Tributary area at least Triburary area at least Tributary area at least Triburary area at least Tributary area at least Mean 10 sq ft 15 sq ft 20 sq ft 25 sq ft 30 sq ft 35 sq ft 40 sq ft 50 sq ft Roof Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone S Zone 4 1 Zone 5 Height (interior) (Corner) (interior) (Corner In ri r Comer) (interior) (Corner Interior orn r (Interior) (Corner Interior Corner Interior) (Corner up to: + + + + + + + + + + + - + - • - + - + - 15ft +45.9 49.8 +45.9-61.4 .44.7.-48.5 •44.7 .59.0 +43.8:-47.7 •43.8-57.3 +43,11.47.0 +43.li-56.0 •42.6-46.5 +42.6-54.9 .42.1.46.0 +42.1i•53.9 +41.7i-45.6 +42.7-53.2 +41.11.45.0 •41.1 -51.8 St k20 a6.4 -50.3 +46.4 -62.1 .45.2 49.1 +45.2`•59.7 .44.3!�18.2 •44.3:-57.9 +43.61.47.6 +43.61.56.6 •43.1-47.0 +43.1 -55.5 +42.6•46.5 +42.6 -54.6 +42.2i46.1 +42.2 -53.8 +41.5.-45.5 -41.5-52.4 •46.9 -50.9 •46.9 -62.8 •45.6 49.6 +45.6:.60.3 +44.8-48.7 •44.8-58.5 •44.1148.1 +44.1!-57.2 .43.5 •47.5 +43.5 -56.1 .43.11.47.0 +43.11.55.1 .42.7146.6 +42.7-54.3 +42.0'-45.9 .42.0-53.0 .47.3 .51.4 +47.3 -63.4 •46.1-50.1 +46.1 •60.9 .45.21-49.2 •45.2 -59.1 +".SA8.5 +44.5!-S7.8 •44.0 -48.0 +44.0-56.6 +43.5 -47.5 +43.5i-55.7 •43.11-47.1 •43.1 -54.9 .42.4 -46.4 •42.4-53.5 •d8.2 -52.3 .48.2 -64.6 .77.0 -51.0 .47.0•62.0 +46.11-50.1 •46.1.•60.2 .45.4,49.4 •45.4;-S8.8 •44.8 48.9 +44.8-57.7 +44.3'48.4 +44.3i'56.7 -43.9148.0 .43.9.-5S.9 +43.2 47.3 •43.2-S4.5 22ft +49.0;-53.2 +49.0 -65.6 •47.7 -51.9 +47.71.63.1 +46.8 -51.0 •46.8i-61.2 +46.1 -50.3 +46.1i-59.8 +45.5 49.7 .45.5:-58.6 .45.0�49.2 +45.01-57.7 .44.61.48.8 .44.6'-56.8 +43.9-48.1 -43.9-55.4 24ft I +49.8-S4.O +49.8-66.6 .48.5 -52.7 +48.5:-64.0 +47.5-51.8 447.5;-62.2 +46.8-51.0 •46.8:-60.7 •46.2-50.4 +46.2'-59.5 +45.7149.9 +45.71.58.5 +45.31.49.5 +45.3;-57.7 +44.6-48.8 •44.6-56.2 25ft •50.1;-S4.4 .50.1 .67.1 .48.8-53.1 .48.8:•64.5 .47.9;-52.1 .47.91.62.E +47.1:-51.4 .47.1 .61.2 +46.6--50.8 .46.E-60.0 .46.01•50.3 .46.01-59.0 .45.6!-09.9 +45.6.-58.1 .44.9•49.1 +44.9-56.6 26ft +S0.51-S4.8 +50.5'•67.6 +49.1 -53.4 -49.11.64.9 +48.2 -52.5 +48.2 -63.0 .47.5-51.7 +47.5'-61.6 +46.9 -51.1 .46.9.-60.4 .46.41.50.6 +46.41-59.4 •45.91.50.2 .4S.9 .58.S .4S.2 -49.5 +4S.2 -57.0 28ft +5L1'.-55.5 +51.11•68.5 +49.8-S4.1 .49.8:-65.8 .48.8-53.2 +48.8i-63.9 +48.1-52.4 .48.1-62.4 •47.5-51.8 +47.5 -6L2 +47.01.51.3 .47.0I.60.1 +46.51-50.9 +46.5 -59.2 +45.8-50.1 +45.8-57.8 30 ft •51.7 -56.1 .51.71.69.3 +50.4'-S4.8 •50.4"-66.6 .49.4-53.8 +49.4 -64.6 •48.7 -53.0 •48.7'-63.1 +48.1 -52.4 +48.1;-61.9 +47.51-5L9 +47.51.60.9 -47.11.51.5 .47.2 -60.0 +46.3-50.7 •46.3-58.5 32ft •52.3 -56.8 +52.3;-70.1 .51.0!-55.4 .51.0 -67.3 •50.0-54.4 .50.0:-65.4 •49.2 -53.6 +49.2 -63.8 +48.6-53.0 .48.6m-62.6 +48.1 -S2.5 +48.1 -61.5 +47.6L52.0 +47.6--60.6 +46.9!-S1.3 .46.9-59.1 34 ft +52.9 -57.4 +52.9•70.8 •51.5!-56.0 -51.5 -68.0 +SO.5 -55.0 .50.5�-66.0 +49.7-S4.2 •49.7'-64.5 +49.1i-53.6 +49.1 -63.3 +48.61-53.1 +48.61.62.2 +48.11-52.6 +48.1:-61.3 +47.4.-S1.8 +47.4•59.7 35 ft +53.2 -57.7 •53.2 -71.2 +SL8-56.3 •51.8-68.4 +50.8 -55.3 +50.8 -66.4 •SO.0-54.5 •50.0-64.8 .49.4:-53.9 +49.4:-63.6 +48.8:-53.3 .48.8'1-62.5 •48.4 -52.9 +48.4 -61.6 +47.6-52.1 •47.6-60.0 36ft +53.41-57.9 +53A -71.5 •52.0:-56.S •52.0 -68.7 +51.0:-55.5 .51.0,-66.7 •50.2 -54.8 •50.2 -6S.2 +49.6:-54.1 +49.61-63.9 +49.11.53.6 +49.11.62.8 +48.61.53.1 +48.6•61.9 +47.8-52.4 .47.8-60.3 38 ft •53.9;-S8.5 +53.9.-72.2 •52.5 -57.1 +52.5's-69.4 .51.S -56.1 +51.S-67.3 •50.7;-SS.3 •50.7 -65.8 +S0.1;-54.6 +50.1 -64.5 +49.5;-54.1 +49.5'-63.4 .49.11-53.6 -49.1 -62.5 +48.3-52.8 •48.3-60.9 40ft •54.4.-59.0 .54.4?-72.8 +53.0-57.6 +53.0i-70.0 +51.91-56.6 •5L9 -67.9 +51.2'i-55.8 +51.2 -66.4 .50.51-55.1 -50.51-65.1 .SO.Oi-54.6 +50.01.64.0 .49.51-S4.1 +49.5�-63.0 +48.7-53.3 +48.7-61.5 42ft •54.9 -59.S +54.9-73.5 +53.4 -58.1 +53.4!-70.6 .52.41-57.0 •52.4 -68.5 +51.6-56.2 +51.6-66.9 .50.9!-55.6 +50.9'•65.6 +SO.4:-55.0 .50.4;-64.5 +49.9i-54.6 +49.9.-63.6 +49.1-53.8 .49.1-62.0 44ft •55.3 -60.0 +55.3-74.1 +53.9 -58.5 .53.91-71.1 +52.81-57.5 •52.8-69.1 .52.0 -56.7 +52.0-67.5 +51.41-56.0 •Sl.4i-66.2 +50.8-55.5 •50.61-65.1 •50.31.55.0 .50.3 •6d.1 +49.5 -54.2 •49.5-62.5 45 ft .55.5 .60.2 •55.5-74.3 +S4.1',-S8.8 +S4.1i-71.4 +53.0'-57.7 .53.0:-69.3 +52.2:-56.9 •52.2;-67.7 +51.6i-S6.3 •51.61-66.4 .51.0E-55.7 •51.0 -65.3 +50.51-55.2 +50.5--64.3 +49.7.54.4 .49.7•62.7 46ft +55.7-60.5 +55.7 -74.6 •S4.3-59.0 +54.3:-71.7 +53.2 -S8.0 +53.2;-69.6 +52.4:-57.1 .52.4[-68.0 +51.8-56.5 •51.8;-66.7 .51.2.-55.9 •51.2 -65.6 •50.71-55.4 •50.7:-64.6 +49.9-54.6 +49.9-63.0 48ft .56.2E-60.9 +56.2-75.2 +54.71-59.4 •54.7!-72.2 •53.6 -58.4 +53.61-70.1 .52.8:-57.6 +52.81.68.5 +52.1 -56.9 •52.1 -67.2 +51.6-56.3 •51.6;-66.0 +5L11-55.9 •51.1=-65.1 •50.3-55.0 1 •50.3-63.4 Soft +56.6i-61.3 +56.6-75.7 +55.1!-59.9 .5S.1--72.7 +S4.0-58.8 .S4.0-70.6 +53.2 -58.0 +53.21.69.0 +52.5-57.3 •52.5;-67.6 .51.9-56.7 +51.9:-66.S .51.51-56.3 .51.S:-6S.5 •50.6 -55.4 •SO.6-63.9 52 ft +56.91-61.8 +56.9-76.2 +55.41-60.3 •55.4.-73.2 •54.4 -59.2 +54.4 -71.1 -53.5-S8.4 +53.5i•69.5 .52.9 -57.7 +52.91-68.1 •52.3-57.1 +52.3;-67.0 •51.8!-56.6 •51.8 -66.0 .51.0-55.8 •51.0 64.3 54ft •57.3j-62.2 +57.3 -76.7 +55.81.60.7 +55.8-73.7 •54,7 -59.6 .54.71-71.6 •53.9 -58.8 .53.91.69.9 •53.2 -58.1 •53.2':•68.6 •52.6-57.5 •52.6-67.4 •52.21-57.0 •52.2'-66.4 .51.3-56.2 •51.3-64.8 55ft •57.5-62.4 .57.5:-77.0 •56.0!-60.9 .56.0-74.0 •54.9-59.8 +54.9'-71.8 •54.1-58.9 +54.1'-70.1 •53.4 -58.3 •S3.4'-68.8 +52.8-57.7 +52.8:-67.6 +52.31.57.2 •52.3.-66.6 +51.5-56.4 •51.5-65.0 56 ft •57.7 -62.6 .57.7:-77.2 11 +56.2!-61.0 -56.2 -74.2 •55.1 -60.0 +55.1-72.0 -54.2 -59.1 •54.2 -70.4 •53.6-S8.4 +53.6i-69.0 +53.0•57.9 +53.0.-67.8 •52.51.57.4 +52.5 -66.8 +51.6.•56.5 •51.6-65.2 58ft •S8.0:-63.0 +S8.0:-77.7 .56.5E-61.4 .56.5 -74.6 +55.4 -60.3 +SS.4:-72.5 +S4,6 -59.5 •54.6`-70.8 •53.9-58.8 +53.9 -69.d .53.3-58.2 •S3.3;•68.3 •52.81.57.7 •52.8 -67.21; :52.0'-56,9 •f52.0.-65.6 60ft .SB.a -63.3 +58.4�-78.2 •56.8'-61.8 +56.8 a5.1 •55.7 -60.7 .SS.7 -72.9 .54.9 -59.8 •54.9.-71.2 +S4.2 •59.2 +54,2:-69.8 •53.6 •58.6 •53.6-68.7 .53.11-58.1 .53.1 67.E :52.3t-57.2 ' +52.3.•66.0 •Des'gn Cpnforru;o the Florida Bulbird Coco 7tA Ed(2070). •\Vied Speed noted above Is scut-unate design wind toted(3-second just). •Zoxt 4 8 S(•(nteriw•and'cWner•sorui,retpecth'eN)am at ts+otvn to !•� ��'.• ^�Valid only th ngineer s •Tabulated datign bads are based on ASCE 7.16 spacifiot'ons for •Plus(•)&minus(-)signs pgnify pressures acting toward and away from the right,where the dimension'a'Is the minimum of 10%of the buikfing'It ti'; e ~ components anC cladding bawd on des'gn criteria at rated herein. Lhe exterior component or daddiry Surface.retptctiveN. Leas;ho.-itenul Ctmenskx+or 4Q%of the mean too!height,but never Less ":•� - 1; J1 s sign, Lie ra d seal •Whore this document Is used for permit,appl'eabdity of design criteria •Where'Mean(average)Roof Height'carrot be determined,peak roof than 3'-0•or 4%of the Least horizontal dimensim noted herein Bask Wind Speed.Exposure Category,Risk Cate s' �"• s - ( pe g gory,etc.) height sha8 be used,oxcefri that cave height than be scud far reef anQLe •This specifiratAn h va:d only for us*with rtrsxturot NOT located lo the _ Shan be verffbd by the contractor&bu'.Wng official prior to construction:. Lest than or equal to 10•. Round up to values shown upper one-half of an iso!aiad h'.n,ridge or escarpment,&below 1000'elev. M+ -4.i 1 0 1 •Thes soecification maybe used in conjurxticn with ergineering u:sder •Wind pressures am appi'tabia to all bu9ding f,00rs. •This satcif"t;on is valid for use with buitidi ngt of any Risk Category, sewrate cerifcat'on(by th!t engineer or by others)using Afowab5e Stress •Tabulated wind pressures are valid for an roof slopes;no reduction!qr Lxluding essential lacanief and 1:06ngi or other iL•VCLICI'i that �RWM•J.- ,•••Christlan U. ,PE Design(ASO). roof slope 5 10•has been conWered. represent a substantial hazard to human life In the event of fallure. ',i _ • . •Rate-to the above:noted Asa 7 standard for descriptions and •Tributary Area noted In table(effwive wind area)is equal to the •Destri is based on structure ciassifrca-:on as Enclosed B!dg `ataa stiWt- -�, i �. "f;l PE'irb7382 •A p31124: definitions of all des'gn criteria. msnlmum of(Might x width)or(hi x ht/31.Rand down to values shown. INA1li1t1tAIl� ��' •i, i 1200 fV Federal Hwy,a2W,Bon Rate.•+,rl 33432 Copyright 02021 Easy Seals rev 08/21 ;pOCb11141.jAT S.170D y V OCT 2 1 2021 MIAMI•DADE ST. Lucie County, Parmi, I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building CGI Windows and Doors, Inc. 3780 W 104"Street Hialeah, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 110" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.SH110-LM-NOA,titled"Series 110 Alum.Single Hung Window (LM)", sheets 1 through 9 of 9, dated 07/02/20, with revision A dated 07/07/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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#`17-1018.08 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.20-0722.09 MIAMI•DADE COUNTY Expiration Date: September 22,2025 "'• ' Approval Date: September 10,2020 T911120 Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.11) 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 D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.17-1018.08) 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. (Submitted under NOA No.15-0512.09) 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(M 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 NOA No.15-0512.09) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont`Butacite" PVB interlayer, Duraseal®and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No.15-0512.09) Manuel erez,P.E. Product Control Ex r NOA No.20 0722.09 Expiration Date: September 2 Approval Date: September 10,2020 E- 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 4. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. . (Submitted under NOA No. 10-0510.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017), dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.17-1018.08) 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. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA) for their"Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. Manuel Pe rez,PE. Product Control Er NOA No.20 Expiration Date: September Approval Date: September 10,2020 E-2 L CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t' Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.17--1018.08) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butaeite® PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. (Submitted under NOA No.15-0512.10) G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows&Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel erez,P.E. Product Control Ex . r NOA No.20 0722.09 Expiration Date: September ,2 Approval Date: September 10,2020 E-3 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No SH110-LM-NOA, titled "Series 110 Alum Single Hung Window(LM)", sheets 1 through 9 of 9, dated 07/02/20, with revision A dated 07/07/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. CGI Windows and Doors, Inc., representative units listed below and tested to qualify Dowsil 791 and Dowsi1983 silicones, per Proposal #19-1155TP, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: PGT Industries,Inc. test specimens: FTL-7897, PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window(unit 9 in proposal)and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) all dated 07/13/20 and signed and sealed by Idalmis Ortega, P.E. CGI Windows and Doors Inc. test specimens: FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window(unit 1 in proposal) FTL-20-2108.2,CGI CA238 Alum. Outswing Casement Window(unit 2 in proposal) FTL-20-2108.3, CGI SGD560 Aluminum Sliding Glass Door(unit 3 in proposal) FTL-20-2108.4, CGI PW410 Aluminum Fixed Window(unit 4 in proposal) and FTL-20-2108.5, CGI SH360 Aluminum Single Hung Window (unit 5 in proposal) all dated 08/24/20 and signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 7tn Edition (2020), dated 07/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel'Perez' P.E. Product Control Ex er NOA No.2 0722.09 Expiration Date: September 2,2 Approval Date: September 10,2020 E-4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlasc XtraTM (SGXTM) Clear Glass Interlayer"dated 05/23/19, expiring on 05/23/24. 2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 05/09/19, expiring on 07/08/24. 3. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company (MA) for their"Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 05/17/18, expiring on 12/11/23. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61'Edition (2017) and the FBC 711 Edition (2020), dated July 16, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 16, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated July 16, 2020, signed and sealed by Anthony Lynn Miller, P.E. 5. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G: OTHERS 1. Notice of Acceptance No. 17-1018.08, issued to CGI Windows & Doors for their Series "Sentinel 110"Aluminum Single Hung Window- L.M.I., approved on 12/21/17 and expiring on 09/22/20. '*_7XMU10A0- Manuel erez,P.E. Product Control Ex r NOA No.20 0722.09 Expiration Date: September ,2 Approval Date: September 10,2020 E-5 53 1 8' 52 1 8" 52 1 8" FLANGE WIDTH BUCK WIDTH BUCK WIDTH 47 7/16- 47 7/16- 47 7/16° D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) 20 9/16'** OPTIOWIL S URFACE APPLIED) 20 9/16" ** OPTIOFNNAL ACE APPLIED) 20 9/16° 6'MAX. MAX. 5 1/2'MAX. MAX, 5 1/2-MAX. MAX, ** HEAD/SILL HEAD/SILL HEAD/SILL Al EA HEAD/SILL HEAD/SILL HD/SILL CORNERS A CORNERS CORNERS PRODUCT REVISED II II II II II II as complying with the Florida II 11 II II II II Building Code x ii /• ii \x 2 ii II -_- NOA-No. 20-0722.09 n -----�__`�-il----- � "„� v Dl Ex Iration Date:. 9/22/2025 o II II O II II "t o II •/ I I g ; Qij B it ii B it -ii B ii li Miam Jlade Produet'Cof,trol = N= = REVISED FOR 2020 FBC, ^ ^x r'Y ADDED ANCHOR TYPE, II II II II „ II „ BACKBEDDING& n / u m u / n m u / u �E II %� 11 II %i II �i bb 11 �� 11 rc REFORMATTED-JR- m a Gt E2 1t // I I 07/07/20 d M E fIIj •% II n= n II •% II = M N Z II II M IS} M o II II N m M M J E 1 II I I N mm M M > \ m d II II a II II \ M N `1 Q C II II 1 C1 II C211 II M N q u II U q II o 7� 'nay m m > alaD O m� g FALSE MUNTINS z n: Z. Z 47 7/16' � 47 7/16" z (SURFACE APPLIED) 47 7/16- z ,>-A t D.LO.(VENT)- 1O D.L.O. (VENT) \ p OPTIONAL D.LO. (VENT) o Q p 50 1/4" 50 1/4" n o 50 1/4" n o a=w m-U, aO un,ro,a VENT WIDTH VENT WIDTH VENT WIDTH < v m Z 'oN FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME W o z Z sMa (L—.e D 2 LL y Z W 0 (D SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW H��o .—.S LARGE & SMALL MISSILE (LM & SM) ac 3 fy o W z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. E 6 _ p w APPROVAL APPLIES TO SINGLE.UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WINDOW WITH OTHER 3 3 MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN *CENTER ANCHOR REQUIRED WHEN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. SPACING EXCEEDS 20 9/1 6" W. W � = THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)AND 2020 (7TH "=m In w w EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). LAMINATED GLASS n!i •asap sapag 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED INSULATING LAM. GLASS PRODUCT LOADS TO THE BUILDING STRUCTURE. SMALL MISSILE IMPACT �` Ot:;'I[-Y1'�q/����i� ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED LARGE MISSILE IMPACT �` ''�,,cr^�sc '•�1�� EMBEDMENT TO BASED MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. i;• No.58705 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. L� /r-V TATE •Y(/� MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL �O" '•,FCORIOH.•'• \�� MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE &ADOPTED STANDARDS. s •..,.,..• JC�\� THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE, ETC. A LYNN MILLER,P.E. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,AND TO BE REVIEWED BY BUILDING OFFICIAL. P.E.n5e7o5 EQUAL LITKS WINDOWS UNEQUAL LITES WINDOWS WIDTH DESIGN LOAD CAPAM-PSP DESIGN IDAD CAPACrrf-PSP FLANGE DDAB. BUCK BUM. CUM TYP1.9'91leA1'GLASS TYPKS'B'!'B1' 1LNGE DDL9. BUCK DIMS. VALTOP LUE CLASS TYPES'A'!'A1'GLASS TYPK9'B'Q'Bl' WIDTH HEIGHT WIDTH HEIGHT W.(+) INT.(-) E7(T.(+) MT.(-) MOTH HEIGHT WIDTH HEIGHT 'A•DIAL -(+) UTL(-) -.(+) LIB'.(-) 19-1/e' 18-1/e' 75.0 75.0 80.0 80.0 53-1/e' 76' 52-1/8' 75' 36-1/4' 75.0 75.0 80.0 80.0 26-1/2' 25-1/2' 75.0 75.0 80.0 80.0 49' 79 48' 78' 39-1/4' 75.0 75.0 80.0 80.0 37' 26' 36' 25' 75.0 75.0 80.0 80.0 26-1/2' 25-1/2' 70-5/8' 75.0 75.0 80.0 80.0 F 49' 48' 75.0 75.0 80.0 80.0 31' 30' 83-5/8' 75.0 75.0 80.0 80.0 �E vI d Bullding PRODUCT REVISED 53-1/8' 52-1/8' 75.0 75.0 80.0 80.0 33' BS' 32' B4' W. 75.0 75.0 80.0 80.0 = �?J� as complying with the Florida 19-1/e' I8-1/8' 75.0 75.0 80.0 80.0 37' 36' 53-1/2' 75.0 75.0 80.0 80.0 d�i m NOA-No.Code 20.0722.09 26-1/2' 25-1/2' 73.0 75.0 80.0 80.0 43' 42' 45-1/4' 75.0 75.0 80.0 80.0 x 37' JB-J/B' 38' 37-3/8' 75.0 75.0 80.0 80.0 E iralion Date: 9122/2025 gy � 49' ' 75.0 75.0 80.0 80.0 53 48 -1/ 52-1/6' 75.0 75.0 80.0 89.0 UNEQUAL LITES (ORIEL TYPE) Miam Qade ProducrCo trol 19-1 8• 18-1/e' 75.0 75.0 80.0 80.0 26-1/2' 25-1/2 75.0 75.0 80.0 80.0 SI' 50-5/8' 36' 49-5/6' 75.0 75.0 1 80.0 80.0 49' 48' 75.0 75.0 80.0 90.0 53-1/9' 52-1/8• 75.0 75.0 80.0 80.0'"Is" 18-1/8' 75.0 75.0 80.0 80.0 26-1/2' 25-1/2• 75.0 75.0 80.0 80.0 J7• 63• 36' 62' 75.0 75.0 80.0 80.0 49' 48' 75.0 75.0 80.0 80.00 Y ¢ Ll N U1 53-1/e' 52-1/8' 75.0 75.0 80.0 80.0 ,-aa O 0 19-1/B' 1g-1/8' 75.0 75.0 80.0 80.0 W o 26-1/2' 25-1/2' 75.0 75.0 90.0 80.0 aloO CO ¢O .W. 78' 36' 75' 75.0 75.0 60.0 80.0 x z 1Y TYP. 49' 48' 75.0 75.0 80.0 B0.0 •TYP' ¢ z o p Z 53-1/8• 52-1/87 75.0 75.0 80.0 80.0 ,�} K DIMS > W -� 18-1/8' 75.0 75.0 80.0 80.0 0 ¢o A ~ o 26-1/2' 25-1/z' 75.0 75.0 80.0 8D.0 m O LL o O Oro 0 2 �c=ilWid rc zZ 37' B5 3B' 94• 75.0 75.0 80.0 80.0 7 'oN 46-1/Y 45-1/2' 75.0 75,0 80.0 80.0 FLANGE FRAME a Lu Q DMa o>< WIDTH FLANGE DIMS z n Z m rn _ 2ILL BUCK DIMS 5 rn ci O O N Y� mo! Z (q iao45 my NatJEYO / w EQUAL LEG FRAME < o = ¢ J z o m 0 U.,BUCK DIMS g _R W L7 0 ® W y O N all!1 rosa0 sauag EQUAL LITES .FIN FRAME ,�+1'111tjt+lip LYN BUCK DIMS _ No.58705 FLANGE ADAPTOR FRAME ,� 'G OFEIGP,.•' NOTE: FIANCE DIMS 'i`U' \G El 00-09 (3 SECGLASS CAPACITIESOGUSTS) AND FLORIDA BUILDING COMMISSION UNEQUAL LITES (ORIEL TYPE) �'N THIS SHEET ARE BASED ON ASTM S p�IL1F`��\ DECLARATORY STATEMENT DCAOS-DEC-219. A LYNN MILLER,P.E. P.E.H 58705 .075'Saflex CP With PET Core .075"Saflex CP With PET Core By 'Eastman Chemical Co.' By'Eastman Chemical Co.' .090'Saflex Clear And Color Glass .090"Saflex Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' 090"SentryGlos® g ,090"SentryGlas® By 'Kuraray America, Inc.' By'Kuraray America, Inc.' PRODUCT REVISED as complying with the Florida .090'Trosifol nei .090'Trosifol PV8 Building Code 1/8-ANNEALED GLASS By 'Kuraray Ameica, Inc.' 1/8"HEAT SfREN'D G By'Kuraray Amerco, Inc.' NOA-No. 20.0722.09 Expiration Date: 9122/2025 1/8'ANNEALED GLASS 1/8'HEAT STREN'D GLASS By: C SILI(IONE, sa ICONE, Miam Dade Producr"trot i m GE CO z m GE CO ADDED BACKBEDDING 5 ur DOW CORNING 791, � DOW CORNING 791, e99, 983 &995 899, 963&995 M1 \ Mt G TYPES-JR-07/07/20 o' a a 0 0 ES EBFn N Y Q 1 1 GLASS TYPE 'A' GLASS TYPE 'B' w o O 5/16-OVERALL LAM.GLASS 5/16'OVERA LAM. GLASS � ala0 O LL Q (L.M.I & S.M.I.) (L.M.I & S.M.I.) 2� ;� or z>0 0 z W o <0< W=W' W z 075'Saflex CP With PET Core .075"Saflex CP With PET Core w v BY 'Ecstmon Chemical Co.' By 'Eastman Chemical Co.' 'eN •W c Z O -oN MACI 1/8'ANNEALED GLASS 090"Saflex Clear And Color Glass 1/8-HEAT STREN'D GLASS rc .090'Saflex Clear And Color Glass a.A�- m z By 'Eastman Chemical Co.' �" By'Eastman Chemical Co.' = m LL 1/4"AIR SPACE s .090'SentryGlas® 1/4-AIR SPACE z ,090'SentryClas® ci ULI O By 'Kuraray America, Inc.' By'Kuraray America, Inc.' c e V' � 1/8"ANNEALED GLASS .090"Trosifol PVB 1/8"HEAT STREN'D GLASS _ .090"Troalfol PVB y O W CD 1aay5 By 'Kuraray Amefea, Inc.' By 'Kuraray Ameica, Inc.' c j Z :u J W J LU 1/8"ANNEALED GLASS 1/8- HEAT STREN'D GLASS v < m Q O H E3 m O U) SILICONE, SILICONE, S LL U, = m GE 1200 = m GE 1200 z =n W U¢) g DOW CORNING 791, -DOW CORNING 791, ,n W J 2 Mt 899, 983&995 \ Mt 899, 983&995 ,� _ O O W a#g rosao salsas XL EDGE SPACER XL EDGE SPACER a STR. STEEL BY'CARDINAL' STR. STEEL BY'CARDINAL' `\\`"'I t 11111�11,,r o DURASEAL BY'auANEx' o DURASEAL BY'aUANEx' `�� Fri N�J/OR OR 7 SUPER SPACER BY'QUANDC' Eg t SUPER SPACER BY 'QUANDL' T� No.58705 GLASS TYPE 'Al' GLASS TYPE II' x 0.70'OVERALL INSUL LAM.GLASS 0.70'OVERALL INSUL LAM. GLASS -'D :`�' 77ATE6 C(L.M.I & S.M.I.') (L.M.I & S.M.I.') '�O F (S.M.I.) ZONAL IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING,THE EXTERIOR PLY OF GLASS TYPE'Al'AND 'Bl' MUST BE TEMPERED. A LYNN rhlLL�t P.E. P.E.#58705 TYPICAL ANCHORS SEE ELEV. FLANGE & FLANGE ADAPTOR FRAME 18Y WOOD BUCK KFORSPACING � DIST. METAL •: • • STRUCTURE a ow TYPICAL ANCHORS _ __ _ _ _ __ a y EDGE -•SEE ELEV. �� Fr-----------------i, DIST. FOR SPACING I MIAMI-DARE COUNTY APPROVED I j o DIIV II MULDON & MU ANCHORS II o s 1 1 SEE SEPARATE NOA I 3 a II II L old i i PRODUCT complying REVISED thee Florida L----- -- -------,j Building Code NOANo. 20-0722.09 M2 s Ez iraIII Date: 9/22/2025 S5 TYPICAL ANCHORS TYPICAL ANCHORS Miam-Dade Product'Ce trot SEE ELW. SEE ELEV. a Mg FOR SPACING FOR SPACING ADDED ANCHOR TYPE 2 3/ a JR-07/07I20 � I� -a•ll TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, TAPCON BY 'ITW' (Fu=125 KSI,Fy-100 KSI) 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) OSWEEP LOCK PTIONAL TO 2 3/8"MIN. 1/4" DIA. ULTRACON+ BY 'DEWA T'(Fu=184 KSI, Fy=148 KSI) N 1' C 1 EGRESS LOCK AT SILL INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c nay v `Nr in ` 1-3/8" MIN. PENETRATION INTO WOOD w o N O \ ---`�- THRU 1 BY BUCKS INTO CONC. OR BLOCKS H al°0 W o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) z R z g i E4 - 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) N F Jo WHEN USED THE MIN. WOOD BUCK ¢O DIRECTLY INTO CONCRETE OR BLOCKS > Fe i DEPTH SHALL BE A". THE USE OF 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o Z LL YfA.0 DEEPER OR BEVELED WOODBUCKS IS w v L d w z_ 1 PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ¢�u z o 2r oN ! #14 SMS OR SELF DRILLING SCREWc (Fu=74 KSI, Fy=57 KSI) w o ED °MG i i INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO as o z� 0 rn !E METAL STRUCTURES (HEAD/SILL/JAMBS) W LL [a (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE i LU O WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. �e of Z ALUMINUM • 1/8" THK. MIN. (6063-T5 MIN. 'M G o rn 1aay5 o �+ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN. �+otl Ei Oo rn 1 AND TRANSFER THEM TO THE BUILDING STRUCTURE. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) < m ¢ ¢ Z aO TYPICAL EDGE .DISTAN F WF N INTO CONCRETE AND MASONRY = 2-1/2" MIN. 3 LU 0 _2 rn Lu y ?C sa 1 INTO WOOD STRUCTURE = 1" MIN. " 9 3 w z W i 2 INTO METAL STRUCTURE = 3/4" MIN. m g o N g VAS 1 v al)fl asap sauaS ES WOOD AT HEAD, SILL OR JAMBS SG=0.55 MIN. ! CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. Ms C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. `�1 t t I III 11 /r , �x4V LYIIN �2ci.• .P l 1 c No..56705 - s_ .•,Q,' ..•Q ;t•.,, ` I EA.,EDGE DIST. (D^ 7 TE6 LL1 •V . •'•V. EDGE ! ;r \ FA •p j TYPICAL ANCHORS , -DIST. • '. . SEEELEV. �TYPICAL ANC1i0RS FOR SPACING1BY SEE ELEV. lt11i111\\. ` WOOD BUCK FOR SPACING A LYNN MILLER,P.E. P.E.#58705 BUCK WIDTH 1 /4-MAX. FLANGE & FLANGE ADAPTOR FRAME SHIM SHIMS O 1 1 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. , T S6 S5 SEE ELEV. FOR SPACING FOR SPACING _ MG FLANGE ADAPTOR FRAME PRODUCT REVISED 17- 7— — o: as complying with the Florida METAL v Building Code STRUCTURE iv NOA-No. 20-0722.09 EDGE DISi. ' Expiration Date: 9/22/2025 1 y. EDGE DIST. B R O Miam_ads Product'Cofltrol ,BY A EXTERIOR t ;wooD BUCKSi t D.L. OPG. •° v E7 � _ a 0 M 1/4'MAX. BUCK WIDTH 1/4'MAX. �+ o SHIMS Q SHIMS o N TYPICAL ANCHORS OE TYPICAL ANCHORS SEE ELEV. W J SEE ELEV. FOR SPACING m ala0 2 FOR SPACING 7 ., j g Od' O i zo z O z .• z❑ o_ w 2 ~ v O p a � v VR Q2O� � Z B KDIISS'T. �z vEDGE UCNR a o ? D,AQ DIST. .7 _ rn 1BY IL WODD BUCKS 1 c c Z W O ! C7 In ¢oNO 0� ? _J W 3 oW MIAMI-DADE COUNTY 6 C m G ¢ z APPROVED MULLION E ' 3 A MULuoN ANDI ORs INTALLATION DETAILS SHOWN ON PAGES 4 w W m SEE SEPARATE NCA t/2. O AND 5 APPLY TO BOTH FLANGE FRAME g =m W z BUCK MOTH 9ucK WIDTH FLANGE ADAPTOR FRAMES. 03 0 Ij g L� ao W m 0.1 W aou 'aSBQ SaUaS EDGE I `�� X.�.• "•.'�'/// + — No.53705 I I : 9 AT L __J 1 E3 %O•'•.FC URIDi'•. 014 X 1'FH. SMS. A.LYNN MILLER,RE. P.E.#58705 TYPICAL ANCHORS SEE ELEV. 1BY FOR SPACING METAL EQUAL LEG FRAME WOOD BUCK STRUCTURE ' EOGE'•DLST. o� d' .d 1' '• EDGE TYPICAL ANCHORS ____________________ DIST. SEE ELEV. fr________________il ' d.° ••�;:'. .. d ~ • = SPACING m� EEE I MIAMI-DARE COUNTY APPROVED I I �[FOR oo DID' MULLION& MULLION SEE SEPARATE NOA ANCHORS '.•,i: .:!.,..+:•.:..;.:;'• EDGE DIST. o \ I EDGE II �°3 DIST. I I �3= .x-z. i________ 1 ________.Ii I PRODUCT REVISED A� M3 E1 -f i ES T as complying with the Florida ---- Building Code jl s NOA-No. 20-0722.09 i M2 w Expiration Date: 9/22/2025 TYPICAL ANCHORS TYPICAL ANCHORS S5 SEE ELEV. SEE ELEV. BY: TYPICAL ANCHORS FOR SPACING MIAMI-DADE COUNTY FOR SPACING Nliam ade ProducYCo trot SEE FOR EL LING APPROVED MULLION I Mg k MULLION ANCHORS aj SEE SEPARATE NOA 0 1/4-MAX. BUCK WIDTH RUCK WIDTH J SHIMS BUCK WIDTH D1 a SWEEP LOCK 1 OPTIONAL TO I I a u1 ¢ Eg EGRESS LOCK o AT SILLto w o O 0It zo ¢ OE5 M3 I I Z O Z Z E4 ILJ,1v�l � DIST. A. L __J o Ui o Y mZLL� Lo 0 u�W 5522 1 a-S #14%1-FH.SMS. (Wi d Z I E3 Ell < Z a 'ON I W o j C7 JMO 2 u 0 (O k EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY o t ri z o o �i INTO WOOD, CONCRETE OR METAL STRUCTURES ;, o U) I"45 o WITHOUT THE NEED OF A WOOD BUCK. y=o r j LU o DES &7 1 (~tea ¢ 0 Z 2 3/R'MIN.i w E 3 5�LL c' _1 LU 0 W g�=� w -i o S4 1 I 23C E�3111 ♦ -- U =m to W (D EG -__1 a.;, aN!1 '�s�0 sauas j 2 3/e'MIN. .�: •^ + ;• ° d ♦ T :a .. .1:I I t I I:1 M9 ♦ 1 • III a w ♦���t �L'I�N/};T A74 N ♦♦ .g •TYPICAL ANCHORS V.`1`..'';(L,[pTS.F;••.c/ r SEE ELEV. a I Oq ♦ FOR SPACING �;' •.P ♦ r WHEN USED THE MIN. WOOD BUCK' ro'•,�7 I(� Q L DEPTH SHALL BE W. THE USE OF `U '., ATE �✓;: DEEPER OR BEVELED WOODBUCKS IS EDGE WRICAL•AN15HORS PERMITTED. �rrrl Jv%••.......C�a�♦ DIST. .-. I SEE ELEV. //�/UI i J i t 111�� 1GY FOR SPACING A.LYNN MILLER,P.E. WOOD RUCK P.E.#58705 TYPICAL ANCHORS ILLUSTRATIVE DTLS. ONLY SEE ' FIN FRAME EXT.OR INT. FINISHES El FOR SPACING NOT BY CGI z s c� a HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING _. NOT BY CGI #8 SMS (Fu=74 KSI, Fy=57 KSI) AZ Et INTO 29Y WOOD BUCKS OR WOOD STRUCTURES PRODUCT REVISED as complying wlth the Florida � � ---- BACKBED 1-1/4" MIN. PENETRATION INTO WOOD NOA'NoCade 20-0722.09 01 CAULKING M2 Ex I on DateL:J/2� 2/2025 S5 By: Nliam pade Product'Co trot ci M9 o. 0 J d SWEEP LOCKEm o Q 1 OPTIONAL TO a EB EGRESS LOCK o .gab AT SILL cn w p O LA �({� WOOD STRUCTURE 1 4"MAX, 1 4"MAX. w 0NOT BY CGI / BUCK HEIGHT / alo0Of Z 6 GAP GAP 2 0 Z Z : E4 1/2"MIN. 1/2"MIN. }i N Jo QOo x Y ra OLL p N O u Djo _ U O Z m O 01n m wUUm w zZS t <wZv r j O o j r` Z !)MG 'i LL 0 BACKBED w ci LU O = CAULKING `o z O r- c° rn Z O AM(R= rq 7aa95 oTJ Fd o 1 ¢ 3 ow w `1 ¢ w O E3 3 LLm ¢ UU Oa Ellgo= W C2 F z = W 1 HOUSE WRAP On a,Yy 'asa0 sauas ES NOT BY CGI j E3 E8 EXTERIOR D.L.OPG. 2 i 14 BACKBED CAULKING f'JO.5t+705 E2 _ ^ ttr HOUSE WRAP _ _ ZrAT tz) c 1NOT BY CGI OF ,•,(�i `!orlvl. E1, TYPICAL ANCHORS SPACING P.E.#58705 A LYNN MILLER.P.E. FOR SPACING BEE I7311I PART/ QUANTITY DFSCRIP'170N MATERIAL HAND./SUPPI1Kt/RB11kM El CGI-100 1 FRAME HEAD 6063-TB - E2 CGI-101 1 FRAME SILL 6063-TB - E3 CGI-102 2 FRAME JAMB 6063-76 - E4 CGI-103 '1 MEERNG RAIL 6063-T6 - E5 CGI-104 1 LOCK RAIL 6063-T6 E6 CGI-105 1 HANDLE RAIL 6063-T6 - E7 CGI-106 2 SASH RAIL 6063-T6 - PRODUCT REVISED E'8 CGI-107 AS READ. 5/16'GLAZING BEAD 6063-T5 as complying with the Florida Building Code Eg CGI-108 AS REDD. 0.700'GLAZING BEAD 6063-T5 NOA-No. 20-0722.09 E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - Er Iratian Date: 9/22/2025 Ell CGI-110 AS READ. NAIL FIN ADAPTOR 6063-T5 - By. E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - Miam ade Product'Co trot E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - M1 CGI-382V AS READ. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS REDD. EQUAL LEG COVER/SHIM,3'LONG AT ANCHOR LOCA110NS PVC - M9 SUPER BOOST 2/WOW. SPIRAL BALANCE - BSI OR EQUIV. M10 - 2/WOW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. N Y M11 W2320ING AS REOD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. ti M12 CGI-129 l/WDW. EGRESS LOCK ALUM. SULLIVAN ^ p ^ay 0 M13 CGI-131 2/WDW. HANDLE RAIL END CAP NYLON MAIM Lu m slop O M14 E2601BWN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. Z Z M15 CGI-133 4/WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M Z o Z Z :i M16 CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON MAIM $o o M17 A30730401-32 1/WDW. CAM LOCK ZINC TRUTH OR EQUIV. m o N p u.cg = M18 CGI-132 2/WDW. SASH STOP, 2'LONG PVC PROTOTYPE OR EQUIV. a=W 1p L7 O Ma'0 In M19 - 2/LITE SETTING BLOCK EPDM DUROMETER BSt5 SHORE A Q w z v CC Z ,aN M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE)) NYLON M&M Tall o (9 9MG f M21 - 2/WDW. B/T BALANCE TAKE OUT CUP - B51 OR EQUIV. a Z m j rn M22 146-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUM W tL M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. Z J O (9 ao S2 - 2 OR 3/CORNER d 10% 1 1/4'LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - 1O M 7aa4S c! S4 - 4/WOW. B B% 1/2'PH. SMS,ST/ST BALANCE BRACKET SCREW O ¢ - fA to 55 - 2 LG. FH. SMS. ST ST.SPIRAL B.ASSEMBLY - - 3 Oo .7.1 W S6 - 2/LOCK 6% 1 2'LG. FH.SMS. D CGI-133 &CAM LOCK - - < ¢ Z N m 0 (7nQo W J = U to= V) m U, apll sap s va5 \\\1111I111,YId,11/// IN . N0.58705 �o:G TE . �/r111111 if 51\ A.LYNN MILLER,P.E. P.E.#513705 2505 2.SD5 .OBS S2 S2 O65 1.745 .811 9 1 1.550 1.680 •745 06 NP .745 •TYP. 050 1.015 1.015 1.395 PRODUCT REVISED as complying with the Florida Etz FLANGE FRAME HEAD FLUSH FRAME HEAD Et1 NAIL FIN ADAPTER NGA-Nge•Code Et 20-0722.09 1.583 1.583 ,a 1 007 Expiration Dato:D9/22/2025 By: ctsuce�� .745 Mi.- ode Prodoct'Co trot 065 O65 TYP• TYP. 065 2.113 3.175 1.368 3.675 1429 3.175 1.015 VENT TOP CORNER rc 1.429 .065 1.220 1.000 .sooT a .500 T E4 2.505 O MEETING RAIL FRAME TOP CORNER o r; 2.505 J n o Tn 1.220 //fJ N a1�0 It z E74 FLANGE FRAME SILL O FLUSH FRAME SILL z❑ LU o z .i .500nr7i 1.301 1.043 [ I } n o 111 RRR AS)S III 1.766 m 0 LL N 0 IJM.0 = 065 S2 1006 K ZZ S --ON F. .065 .i;.. NP, w > C7 JA70 1.015 o z 2.440 2.440 _ 5 1.015 E5 LOCK RAIL I ' C o Z FRAME BOTTOM CORNER VENT BOTTOM CORNER p E05 p' z nays .745 .745 2.195 ¢ z oS w j z 2.846 2.346 v zQ m Q Tn F n� viw� o Z Z O w Eta FLANGE FRAME JAMB O FLUSH FRAME JAMB E 3 o g6 m 1fII-I,Vr,�•1---�1�I 1.892 z _ W o .490 .120 1.043 L�vLJ T 3_9 W X = Umsue--, m W co U m -� 01 .asap savag .705 •050 T'P. .705 .050 TYP. L 1.015 j I 62 a rrr .864 .884 E6 HAND RAIL \4<��t'1`{•(.Yr'l,r/];%i �. .•' �ICErIyC '•`l O 5/16- GLAZING BEAD E9 .700' GLAZING BEAD Yi No.58705 1.395 = 1.449 741.3951 . 5 iice�^i`•s s"•J�.(<1.O R/1I GD) .665 180 .293 75L.6 0 5 .050I 050 65 1.413 h,.�•'•�•j\' \•'. `- M3 FLUSH FRAME COVER M19 SCREW COVER O SASH RAIL Eto FLANGE ADAPTOR ALYP.E.#58705 PE M 1 M IAM I•DADE MIAMI—DADE COUNTY.FLORIDA 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.miamidade.gov/economy CGI WINDOWS and DOORS,INC. 3780 W. 104"Street Hialeah,FL 33018 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"HR120-Sentinel'Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. HR 120LM-NOA Rev A (former W10-18), titled "Series 120 Alum. Horizontal Sliding Window-LM", sheets 1 through 14 of 14, dated 06/03/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product. Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-0918.09 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No.20-0610.03 MIAMI•DADE COUNTY I (1G L�q n� Expiration Date: September 22,2025 Approval Date: September 10,2020 Page 1 CGI Windows & Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's 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 Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA- 3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 alongwith marked-up drawings and installation diagram of a series fixed window, to p g g qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer© insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series project.out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal© and Super Spacer(t 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). 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) Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0610.03 Expiration Date: September 22,2025 Approval Date: September 10,2020 E-1 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", 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. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)for their"Saflex Clear and Color Glass Interlayers", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) (. L4anl, Ishaq 1.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0610.03 Expiration Date: September 22,2025 Approval Date: September 10,2020 E-2 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. EVIDENCE SUBMITTED UNDER PREVIOUS NOA A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.1.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White)Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 09/07/17, expiring on 05/21/21. Ishaq 1.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0610.03 Expiration Date: September 22,2025 Approval Date: September 10,2020 E-3 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 6t" Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA#15-0929.13, expiring on 09/22/20. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. HR 120LM-NOA Rev A (former W10-18), titled "Series 120 Alum. Horizontal Sliding Window-LM", sheets 1 through 14 of 14, dated 06/03/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all CGI Windows and Doors, Inc. and PGT Industries, Inc., representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, per Proposal #19-1155TP, prepared by Fenestration Testing Laboratory, Inc. Test Reports No.: CGI Windows and Doors Inc. test specimens: FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window (unit 1 in proposal)FTL-20- 2108.2, CGI CA238 Alum. Outswing Casement Window(unit 2 in proposal)FTL-20-2108.3, CGI SGD560 Aluminum Sliding Glass Door(unit 3 in proposal) FTL-20-2108.4, CGI PW410 Aluminum Fixed Window(unit 4 in proposal) and FTL-20-2108.5, CGI SH360 Aluminum Single Hung Window(unit 5 in proposal)all dated 08/24/20 and signed and sealed by Idalmis Ortega, P.E. PGT Industries,Inc. test specimens: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)FTL-20- 2107.2, PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal)FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) all dated 07/13/20 and signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 71" Edition (2020), dated 03/26/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04,-09,-12 and -16. st-7 I. L4q o, Ishaq I.Chanda,P. E. Product Control Unit Supervisor NOA No.20-0610.03 Expiration Date: September 22,2025 Approval Date: September 10,2020 E-4 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE Continue: D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS l. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 09/07/17, expiring on 05/21/21. 4. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core", expiring on 12/11/23. F. STATEMENTS 1. Statement letters of conformance to FBC 2020(7th Edition), dated 03/26/20, prepared, signed & sealed by Lynn Miller, P. E. 2. Statement from Successor Engineer, adopting another Engineer's work as his own per FLA 51G915.27-001, signed and sealed on 06/03/20 by Anthony Lynn Miller, P.E. 3. Statement of Lab compliance as part of the test report. G. OTHER 1. This NOA revises and renews NOA No. 17-0918.09 and updates to FBC 2020 (7'" Edition) expiring 09/22/25. 2. RER Test proposals 419-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E. Ishaq I.Chanda,P. E. Product Control Unit Supervisor NOA No.20-0610.03 Expiration Date: September 22,2025 Approval Date: September 10,2020 E-5 TYPICAL ELEVATION. 1/3-1/3-1/3 XOX CONFIGURATION nt' 110' w FLANGE WIDTH ¢ BUCK WIDTH W 6' MAX. 5"MAX. TYP. 5 1/2"MAX. 5" MAX.TYP. iv MTG.STILES _,—\ � `MTG. SLICES 10 � PRODUCT REVISED II II II II as complying with the Florida Bullding Cade E F F E7 F F NOA-No. 20-0610.03 9 8 II 9 10 9 0 Expiration Date:09/22/2025 '� c9 "df/ •% N y. r7 IL/ •% Miami-Dade Product Control _ .x n0 D � ro� 11 O , n n o H \� mEVISED FOR 2020 FBC, ADDED ANCHOR TYPE& REFORMATTED-JR- m II IIPATCENTER m 5129/20 •,�� N Y Q FALSE MUNRNS 32 7 B' ADDL ANCHOR REDO. FALSE MUNTINS AD O. N 0 Q (SURFACE APPLIED) D.L. OPG. 32 7/6" AT CENTER OF ALL PANELS (SURFACE APPLIED) 32 7/B" 32 7/B' PANELS w moOZOPTIONAL D.L OPG. FI%ED OR OPERABLE __ OPRONAL D.L. OPG. D.L.OPG. =W m Cr 36 3 B" ABOVE 30'PANEL WIDTHS ABOVE 30"PANEL WIDTHS z VENT WIDTH AT HEAD/SILL 36 3/8' AT HEAD/SILL i Ir z Aa N VENT WIDTH J Oy w o uxaq FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME m0 M Jo z S JMO °=w- W O 110' LAMINATED GLASS a -z` z BUCK WIDTH �z' THESE WINDOWS ARE RATED FOR LARGE INSULATING LAM. GLASS. a z O 5 1 2'MAx. 13 5 1s' MAX. Nc0i & SMALL MISSILE IMPACT. SHUTTERS ARE LARGE MISSILE IMPACT s'MAx. NOT REQUIRED. p z ILL A2 HEAD SILL m O tt Mrc. snLEs N SMALL MISSILE IMPACT F C O j J z U.1 z m mt z Q SERIES 'SENTINEL 1200' ALUMINUM HORIZONTAL ROLLER YPINDID y �ar' z W "°'S II y i O W ON 0 J F II p DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3-6. m y S C z 0 t t 5 II g APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR E 3 N = w z �� HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS — °o o" O 5: % // USING MIAMI-DADE COUNTY APPROVED CLIPPED MUWONS IN BETWEEN. LOWER DESIGN z =h O z c, N a a ''i% PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. Sc 3 ¢ Z N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH coin i ( _ EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). °iiB •�:a0 sa/,�s m _ = 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED IIADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. �.,tt •� 1 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S �'.�., ,. .. // B2 1 II -' INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO."I IV I .\ �tCENSF •'�C.n�� t1 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. No.58705 ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON-COMPRESSIBLE. _ FALSE MUNLINS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER SURFACE APPLIED 32 7 B' 32 7 B' DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BUILDING CODE& 3 o ;�= ( OPTIONAL / / ADOPTED STANDARDS. Q ST E F D.L. OPG. D.L. OPG. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, ���•' .t 36 3 B• i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING ,, ' ��AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE , NAL EN�� VENT WIDTH FIN FRAME TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL '111111111 tt A.LYNN MILLER,P.E. P.E.#58705 TYPICAL ELEVATION. 1/4-1/2-1/4 XOX CONFIGURATION xx y tt' , Q" 3 FLANGE WIDTH o BUCK WIDTH 3 5'MAX.TYP. 5 1/2'MAX. 5"MA%. N U H5M LL A C MTG. STILES e Al MTG. STILES m 8 8 -\ \ -\ \ PRODUCT REVISED E II F II I F II E1 II F II I F` II as with the Florida Buildinglding Cod e NOA-No. 20-0610.03 — 9 -II- 9 -II e = — 9 =II— Expiration Date:09/22/2025 II II II II c/vt�III.II�- Miami-Dade Product Control m N W N JL L II II II �m I II II II m L"1114 N j na FALSE MUNRNS FALSE MUM IL O Q 4 1 2' ADDL ANCHOR READ. 24 1 2' ADDL ANCHOR READ. N Cn (SURFACE APPLIED) D.L. OPG. 49 5/8' AT CEMER OF ALL PANELS (SURFACE APPLIED) D.L OPG. 49 5/8' AT CENTER OF ALL PANELS w p O Z OPTIONAL D.L. OPG. FIXED OR OPERABLE OPTIONAL D.L. OPG. FXED OR OPERABLE 0 28' ABOVE 30'PANEL WIDTHS 29 ABOVE 30'PANEL WIDTHS VENT WIDTH AT HEAD/SILL VENT WIDTH AT HEAD/SILL z o z •�8 N O FLANGE & FLANGE& FLANGE ADAPTOR FRA�EFRAME EQUAL LEG FRAME <om uM°� mO�o N °N Z°'fo �j SMQ O=W' L9 Is41 I L6"ti. °a L7 m o Z LL LAMINATED GLASS a BUCK t WIDTH z THESE WINDOWS ARE RATED FOR LARGE INSULATING LAM. GLASS a zm. ° & SMALL MISSILE IMPACT. SHUTTERS ARE z w s t 2'MAx. N U LARGE MISSILE IMPACT 5'MAX.TlP. 13 t5 16'MAX. NOT REQUIRED. D Stu MTG. STILES EA S9_L m SMALL MISSILE IMPACT o En tt _ C O V J iI Z N I F gZ � a,°as E2 II F II II F II LU Aq �Nn 00 Z �11— — E3 z Ni o w m = M m g o N mt -4 -1 - L - -II- II II II 11 �,Zt No.53705 FALSE MUNTINS - 1 6 3 l� cr Z7 (SURFACE APPLIED) 24 1 2' 49 5/8- OPTIONAL D.L. OPG. D.L. OPG. S19,'., ST TE OF (V�` 28' VEM WIDTH FIN FRAM i,l 1,l l0 A LYNN MILLER,P.E. P.E.#58705 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (x0 OR OX SIZES) (XOX SIZES) STD.MTG.BAH. H.D.MTG.BAIL M.MTG.BAIT. IS MTG.BAIL H.D.MTG.RAIL FLANGE DIMS. BUCK DIMS. CLAM TYPES MASS TYPES FLANGE DDIS. BUCK DUES. GLL9.9 TYPES GLASS TYPES GUM TYPES 'A'&'AI','B'&'Bl' 'B'&'BI' 'A'&'AV,VW111' 'B'&'BI' 'C'&TV WIDTH HEIGHT WIDTH HEIGHT EKT.(+) INT.(-) E1R.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT E%T.(+) INT.(-) EKT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2- 25-1/2- 65.0 65.0 80.0 90.0 55-3/4' 54-3/4- 65.0 65.0 80.0 90.0 65.0 65.0 37' 28' 36' 25' 65.0 65.0 80.0 90.0 78-15/16- 26- 77-15/16- 25- 65.0 65.0 80.0 90.0 65.0 65.0 53-1/8' 52-1/8' 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' 65.0 65.0 BD.0 90.0 65.0 65.0 74' 73' 1 65.0 65.0 1 80.0 90.0 55-3/4- 54-3/4- 65.0 65.0 80.0 90.0 65.0 65.0 26-1/2- 25-1/2- 85.0 65.0 80.0 90.0 78-15/16' 38-3/13'77-15/16'37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 37' 38-3/8' 37-3/8' 35' 65.0 65.0 80.0 90.0-.- 83-1/2' 82-1/2- 65.0 65.0 BD.0 90.0 65.0 65.0 53-1/8' 52-1/8- 65.0 65.0 80.0 90.0 55-3/4- 54-3/4- 65.0 65.0 80.0 1 90.0 65.0 65.0 74' 1 73' 65.0 65.0 80.0 90.0 78-15/16 50-5/B'77-15/16'49-5/B' - - - - 65.0 65.0 26-1/2- 25-1/2' 65.0 65.0 80.0 90.0 83-1/2. 82-1/2' - - - - 65.0 65.0 z 37' 50-5/B' 36' 49-5/8' 65.0 65.0 80.0 90.0 55-3/4' 54-3/4- 55.0 65.0 80.0 90.D 65.0 65.0 53-1/8' 52-1/a, 65.0 65.0 80.0 90.0 78-15/16' 63' 77-15/16' 62' - - - - 65.0 65.0 74- 73' 1 1 65.0 65.0 1 80.0 90.0 83-1/2' 82-1/2' - - - - 65.0 65.0 N Y Q 26-1/2- 25-1/2- 65.0 65.0 80.0 90.0 37' 63, 36, 62, 65.0 65.0 80.0 1 90.0 N O Q 53-1/8' 52-1/8- 65.0 65.0 80.0 90.0 w m O 74' 1 73' 60.2 60.2 80.0 90.0 (1/3W) (2/3W) W m a�0 0 PRODUCT REVISED z o o FB N as comply' with the Florida > moiC Building Code V'�`+ F u = NOA-No. 20-0623.10 >1ON 1 2W 1 2W Expiration Date ❑Z 1i (7 9M0 (i ) (i ) Isw•1 I Lb+,:•.G VENTS TO BE 1/3 OF THE WINDOW WIDTH P 05/27/2024 w czi Lj o w O G gy 15"7 I.Lf-, ¢ z o z ra 'XO OR OX' Miami-Dade Product Control K > O Er (D M Z p locus OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH C O L J Z 'XO OR OX' ��o B-02 z W •yea %a o pm W M YI TYP. BUCK DIMS 15 TYR BUCK DIMS BUCK DIMS °� 3 0. Z � Ow W �vly mc'o� 0 to LU Z E0 3LL� D w Z ((D 0 3qq FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME s o o W UMS� _ FLANGE DIMS FLANGE DINS aU'1 asap sauag \+t+t14111111///// E5 1 � ��. •:�� No.58705 FLANGE FRAME FLANGE ADAPTOR FRAME 0 .• STATE OF E4 E4 GLASS CAPACITIES ON THIS SHEET ARE EQUAL LEG FRAME 'F`•°R1D`'•�c7``�` BASED ON ASTM E1300-09 (3 SEC. GUSTS) I /'ONAL E1�` STD. MTG. RAIL: H.D. MTG. RAIL: AND FLORIDABUILDING COMMISSION 111111E DECLARATORY STATEMENT DCA05-DEC-219 A.LYNN MILLER,P.E. P.E.ii 5872 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) (XOX SIZES) STD.MTG.RAM H.D.M.BAD, STD.MTG.RAM H.D.MTG.RAM H.D.MTG.RAIL FLANGE DIMS. BUCK DDIS. GLASS TYPES GUM TYPES FLANGE DIMS. BUCK DIMS. GIASS TYPES GLASS TYPES GUM TYPES 'A'k'Al','B'@'Bl' 'B'A'Bl' Tie"', 'B'h'Bl' 'C'k'Dl' PRODUCT REVISED WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EKT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) B complying with the Florida Building Code 74' 73' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 NOA-No. 20-0623.10 106-1/4' 26' 105-1/4" 25" 65.0 65.0 00.0 90.0 106-1/4" 26' 105-1/4" 25' 65.0 65.0 80.0 90.0 65.0 65.0 Expiration DateOS/2712024 111' 110' 1 65.0 65.0 80.0 90.0 111' 110" 65.0 65.0 80.0 90.0 65.0 65.0 By I SIM1 I �" L 74' 73' 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 Miami-Dade Product Control 106-1/4' 38-3/8" 105-1/4' 37-3/8' 65.0 85.0 1 00.0 90.0 106-1/4" 38-3/8" 105-1/4' 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 ill' 110' 65.0 65.0 80.0 90.0 ill" 1 110" 65.0 65.0 80.0 90.0 65.0 65.0 74' 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 S0.0 90.0 65.0 65.0 106-1/4' 50-5/8' 105-1/4' 49-5/8' 65.0 65.0 80.0 90.0 106-1/4' 50-5/B" 105-1/4' 49-5/8" - - - - 65.0 65.0 _ 111" 110" 65.0 65.0 80.0 90.0 I'll" 110" - - - - 65.0 65.0 74' 73" 65.0 65.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90.0 65.0 65.0 105-1/4" 63" 105-1/4' 62" 61.6 61.6 80.0 90.0 106-1/4' 63' 105-1/4" 62" - - - - 65.0 65.0 111' 110" 60.0 60.0 80.0 90.0 ill' 110" - - - - 65.0 65.0 N Y Q N U •�aa m O Q N K !n 0 (1/3W) (1/3W) (1/3W) (1/4W) (1/2W) (1/4W) w "' ao W B N 0 ° ¢off x m O LL p h N OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH w ui w O GMG U o K 1 ? Z tl 'XOX' 'XOX' o 0 o. i t9 v Z O laays m � F 1O C e = N Z �i 'd Z W0 Of v+d7 0 Yt"TYP. BUCK DIMS XC TYP. BUCK DIMS BUCK DIMS m Z a.. w a gg=; Z rn Syo�h Q N N FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME ® =m w o = FLANGE DIMS FLANGE DIMS a111 •nsaG sauag 11`ceYie� Qom':' •:�T 1 No.58705 ' FLANGE FRAME E -1 FLANGE ADAPTOR FRAME 6 3 ° `U 1j - AO�. STAT OF ((7 NOTE` EQUAL LEG FRAME '-�s F`°``°" c�``l' E4 Ea GLASS CAPACITIES ON THIS SHEEP ARE /`TONAL E•N.`• BASED ON ASTM E1300-09 (3 SEC. GUSTS) !7l1111I11111 STD. MTG. RAIL: H.D. MTG. RAIL: AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 a.LYMILLER,P.E. P.E .#58705 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XOX SIZES) STD.MTG.RAIL H.D.MTG.RAH. STD.MTO.RAM H.D.MTG.RAM H.D.MTG.RAIL BUCK DIMS. GLUS TYPES GL498 TYPES BUCK DDIS. GLASS TYPES CUSS TYPES GLUS TYPES 'A'&'Ai','B'&'Bi' 'B'&'Bi' 'A'&'Ai'.'B'&'Bi' 'B'&'Bi' C.&'Ci' PRODUCT REVISED WIDTH HEIGHT EXf.(+) INi.(-) EXf.(+) INL(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) Building as lCodewith the Florida 25-1/2- 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 00.0 80.0 65.0 65.0 NOA-No. 20-0623.10 36' 25, 65.0 65.0 80.0 80.0 77-15/16' 25" 65.0 65.0 80.0 80.0 65.0 65.0 Expiration Date(IS/2712024 52-1/8' 65.0 65.0 80.0 80.0 B2-1/2- 65.0 65.0 80.0 80.0 65.0 65.0 By I5r-7 1•L/,�r 73" 65.0 85.0 1 80.0 80.0 54-3/4- 65.0 65.0 80.0 80.0 65.0 65.0 Miami-Dade Product Control 25-1/2' 65.0 65.0 80.0 80.0 77-15/16- 37-3/8- 65.0 65.0 80.0 80.0 65.0 65.0 36' 65.0 65.0 80.0 80.0 82-1/2- 65.0 65.0 80.0 80.0 65.0 65.0 37-3/8' 52-1/8' 65.D 65.0 80.0 80.0 54-3/4" 65.0 1 65.0 80.0 1 80.0 65.0 1 65.0 73' 65.0 65.0 80.0 80.0 77-15/16" 49-5/8' - - - - 65.0 65.0 _ 25-1/2' 65.0 65.0 80,0 80.0 82-1/2" - - - - 65.0 65.0 36' 65.0 65.0 80.0 80.0 a4-/4'. 65.0 65.0 80.0 80.0 55.0 65.0 49-5/8'52-1/8' 65.D 85.0 80.0 80.0 62' - - - - 85.0 85.0 73' 65.0 65.0 80.0 80.0 - - - - 65.0 65.0 N Y S 25-1/2- 65.0 65.0 80.0 80.0 N 3 naa 36' 62, 65.0 65.0 80.0 80.0 N 0 Q 52-1/8' 65.0 65.0 Bolo 80.0 1 m o 0 Z 73' 60.2 60.2 80.0 80.0 0 j3W) (2/3Y) w iv ai°0 g G z11 N O zz u Tor0 N_ QO� _ (1/2W) (1/2W) }0- G OPERATING VENTS TO BE 1 3 OF THE WINDOW WIDTH w O sM0 / / 9 z cc� z XO OR OX' o m o a�2� Z OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH O Iaa4S XO OR OX' o z ¢ Z 6 z U) O�C� N N W 3 A� myI O F 6 c = W Z BUCK DINS E 3 a LL N a SS aa� z ®S 3o J 2.7 Q N_ O Un2"r � p a1i11 �sap sauas FIN FRAME �111�I11 rlr Es `r� •.?� No.58705 FIN FRAME - o ` �� }7Z :: a: - ; 0,�., 5�TzOF E4 E4 GLASS CAPACITIES ON THIS SHEET ARE '�S rc�R.nP BASED ON ASTM E1300-09 (3 SEC. GUSTS) `S��NAL1 � D. TG. RAIL: H.D. MTG. RAIL: AND FLORIDA BUILDING COMMISSION LYNN MILLER,P.E. DECLARATORY STATEMENT DCA05-DEC-219 A. P.E.MILLER DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) (XOX SIZES) STD.LTG.RAIL H.D.LTG.RAM STD.LTG.RAM B.D.LPG.RAM B.D.LTG.RAIL BUCK DIMS. CUSS TYPES GLASS TYPES BUCK DIMS. GLASS,TYPES GIA99 TYPES GUM TYPES 'AXA1'.'EIVIII 'B'&'B1' TVAl','B'&BI' 'B'k'Bl' 'C&'ci' PRODUCT REVISED WIDTH HEIGHT EXT.(+) INL(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT•(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) as complying with the Florida NO 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 Building Code A No. 20-0623.10 105-1/4' 25' 65.0 65.0 80.0 80.0 105-1/4' 25' 65.0 65.0 80.0 80.0 65.0 65.0 110' 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 B0.0 65.0 65.0 Expiration DateO5/27/2024 73' 65.0 55.0 80.0 00.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 By Isi-•7I L%'ll' 105-1/4' 37-3/8' 65.0 65.0 80.0 80.0 105-1/4' 37-3/8- 65.0 65.0 80.0 80.0 65.0 65.0 Miami-Dade Product Control 110' 65.0 65.0 80.0 BD.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 105-1/4- 49-5/8' 65.0 65.0 8D.0 80.0 105-1/4- 49-5/8- - - - - 65.0 65.0 _ 110' 65.0 65.0 80.0 BD.O 110' - - - - 65.0 65.0 z` 73' 65.0 65.0 80.0 8D.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 105-1/4' 62' 81.8 61.6 80.0 80.0 105-1/4' 62' - - - - 65A 65A 110' 60.0 60.0 8D.0 80.0 110' - - - - 65.0 65.0 N Y Q o VJ ry � naa 0 (1/aw) (1/zw) (1/aw)(1/3W) (I/3W) N Q � � 0 0 °z z> aloD o Z r] Z .(g N O Y 0 (I/3W) C _ m0 N OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH o z ¢�uJ O 'XOX, 'XOX' w e o m a�i C7 m z O 7aa45 N (!J U) C O Ij J z NW O r Z F N F aloes 0 W •m�z 0, p O K m W CO O W W BUCK DIMS OSgo_Qm O z m } W Q W N Un2n N W FIN FRAME aq1 rosa0 saua5 \N•'' No.56705 FIN FRAME ^ . � �J 4U AT.OF E4 E4- GLASS CAPACITIES ON THIS SHEET ARE SS'F�•or11'H',AG���� BASED ON ASTM E1300-09 (3 SEC. GUSTS) �7Ii,,/ONAL O STD. MTG, RAIL: H.D. MTG. RAIL: AND FLORIDA BUILDING COMMISSIONIM DECLARATORY STATEMENT DCA05-DEC-219 A LYNN MILLER,RE P.E.#58705 .075'Saflex CP With PET Core .075'Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' gin 090'Saflex Clear And Color Glass 'a .090'Saflex Clear And Color Glass in ,075'Saflex CP With PET Core By'Eastman Chemical Co.' g By 'Eastman Chemical Co.' gL By'Eastman Chemical Co.' .090'SentryGlose .090 SentryGI-0 a: 090 SentryGlas® - By'Kuroroy America, Inc.' By 'Kuraroy America, Inc.' " By 'Kuraray America, Inc.' PRODUCT REVISED 1/8-ANN. GLASS .090'Trosifol PVB 1/8'HEAT 090'Trosifol PVB 1/8-HEAT as complying with the Florida By 'Kumroy Amelco, Inc.' STREN'D GLASS By'Kuraray Amelca, Inc: STREN'D GLASS Building Code 1/B'ANN.GLASS 1/8'HEAT STREN'D GLASS 1/B'HEAT STREN'D GLASS NOA-No. 20-0623.10 p: Expiration Date05/2712024 m SILICONES: m SILICONES: F SILICONES: By 15L�7 f 3 GE-1200, DOW 791, Z GE-1200, DOW 791, 3 m GE-1200, DOW 791, Mlaml-Dade Product Control 5 y 899, 983, OR 995 899, 983, OR 995 m 899, 983, OR 995 M1 \� M1 \� M1 ADDED BACKBEDDING TYPES-JR-5/29/20 0 0 0 ' Ell EB EFy.�' EB M7 AT 1/4 POINTS ON LRES M7 AT 1/4 POINTS ON LITES W Y7 AT 1/4 POINTS ON LITES W WIDER THAN 36' W WIDER THAN 36' W WIDER THAN 36' `'`� Y GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' N 5/16-NOMINAL LAM.GLASS 5/16-NOMINAL LAM. GLASS 5/16-NOMINAL LAM.GLASS �, o O co Z cc (L.M.I & S.M.I.) (L.M.I & S.M.I.) (L.M.I & S.M.I.) tt alaa zp OOf u�o0 N Q OOP _ MO�o N i oN 1/8-HEAT STREN'D GLASS 1/8- HEAT STREN'D GLASS W=L w p Erna 1/8-ANN. GLASS ,075'Saflex CP With PET Core .075'Saflax CP With PET Core U O o By 'Eastman Chemical Co.' By'Eastman Chemical Co.' ¢i-z a Z 1/4-AIR SPACE '^ 'a .075'Saflex CP With PET Core w o w.. LL / o: .090'Saflex Clear And Color Glass 1/4-AIR SPACE .090'Saflex Clear And Color Glass 1/4'AIR SPACE >a 9i O ey 'Eastman Chemical Co.' y By'Eastman Chemical Co.' g By'Eastman Chemical Co.' a z (7 1/8-ANN. OR 5 1/8-HEAT rc .090'San lastt 1/8'HEAT o:C 090'SentryGlos® Z r a: 090'SentryGlasS UYG p Iaays TEMPERED- GLASS STREN'D OR B 'Kurar America, Inc.' STREN'D OR By'Kuraray America, Inc.' - By 'Kuraray America, Inc.' TEMPERED- y % TEMPERED- - y r .090'Trosifol PVB GLASS .090'Trosifol PVB GLASS o ci Z By'Kuraray Ameica, Inc.' By 'Kuraray Ameica, Inc.' 0 1 ? ¢ 1/8'ANN. GLASS - 1/8- HEAT STREN'D GLASS 1/8-HEAT STREN'D GLASS 'a ra m0 O J a1Js 3 S5m N ¢ W 2ca SUc GE SIUSILICONES: DOW 791, GE 1200, DOW 791, Va SILICONES: m y mo u O Q Z GE-1200, DOW 791, o. LLnn_ o = Vj 899, 983, OR 995 899, 983, OR 995 899, 983, OR 995 E S N M1 N M1 iv M1 i�=� Z) 2 \ XL EDGE SPACER \ XL EDGE SPACER XL EDGE SPACER ® o ¢ W ST. STEEL BY'CARDINAL' ST. STEEL BY 'CARDINAL' ST. STEEL BY'CARDINAL' Q n=n N C7 = OR OR OR LC DURASEAL BY'QUANEX' ai DURASEAL BY 'QUANEX' a DURASEAL LTT 'QUANEX' atiltasa0 sauas O OR O OR O OR W SUPER SPACER BY'QUANEX' a E9 SUPER SPACER BY'QUANEX' "f0. H9 SUPER SPACER BY'QUANEX' ��� ri M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES LL NSF' �((,�� GLASS TYPE 'Al' GLASS TYPE '111' GLASS TYPE 'Cl' ND.58705 ' 0.70'OVERALL INSUL LAM. GLASS 0.70'OVERALL INSUL LAM. GLASS 0.70'OVERALL INSUL LAM.GLASS - (L.M.I & S.M.I.) (L.M.I & S.M.I.) (L.M.I & S.M.I.) M-0 �O '. Ww�= '.F(OR.... G\�� i777S ONA1.11,1 11, . • FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, OR FOR SAFETY GLAZING APPLICATIONS PER THE LEC,THE OUTBOARD LITE CAP MUST BE TEMPERED. A LYNN MILLER,P.E. P.E.p 58705 FLANGE & FLANGE ADAPTOR FRAME Y TYPICAL ANCHORS METAL SEE ELEV. STRUCTURE m �MWMI-OAOE COUNTY APPROVED 1CK FOR SPACING MULLION&MULLION ANCHORS WOOD BUCK TYPICAL ANCHORS EDGE.AIST. SEE ELEV. 8 � D 15, SEE SEPARATE NOAFOR SPACING IST. EDGE DIST. PRODUCT REVISED s _ as comply ingg with the Florida a EDGE DIST. <y L J Building Codo -q NOA-No. 20-0623.10 Expiration Date0512 712 0 24 By "s TYPICAL ANC SEE ELEV. TYPICAL ANCHORS Miami-Dade Product Control 1 SEE ELEV. FOR SPACING ADDED ANCHOR TYPE 8 FOR SPACING REFORMATTED-JR- 5129/20 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM {�2 3/8"MIN. AND TRANSFER THEM TO THE BUILDING STRUCTURE. o N ¢ TYPICAL ANCHORS: SEE ELEV. FOR SPACING e Z a 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) �? ^m' o � aloO M 2-3/8"MIN. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z o o nD N �---� 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) >� "°'a N TYP. EDGE DISTANCE INTO WOOD STRUCTURE = 1" MIN. J J _ a 53 THRU 1 BY BUCKS INTO CONC. OR CMU OR m z LL 2 Oma Y o x DIRECTLY INTO CONC. OR CMU M ')6 uj o o _ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ¢ Z Q z ai I II m III m 1-1/4" MIN. EMBED INTO CMU (JAMBS) w�>a w0 c WHEN USED THE MIN.WOOD BUCK o p WHENDEFTH SHALL BE MIN.06" THE USE OF TYP. EDGE DISTANCE INTO CONCRETE AND CMU = 2-1/2" MIN. a• _°�' z °D DEEPER OR BEVELED WOOOBUCKS IS 1/4" DIA ULTRACON+ BY 'DEWALT'(Fu-164 KSI, Fy-148 KSI) O Qi -- PERMITTED.O. -- _- ¢ Ica45 J W t E7 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 z k 1 1-3/8" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) «Oo t z FQ z z o W 1" MIN. EDGE DISTANCE y m z r M9 O THRU 1 BY BUCKS INTO CONC. OR DIRECTLY INTO CONC. 3 o w Jg w t a 1 1" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) q N S O ? W 1-3/4" MIN. EDGE DISTANCE E 3 o x z z 1 THRU 1BY BUCKS INTO HOLLOW CMU OR DIRECTLY INTO HOLLOW CMU - 'z afm 5 w 1-1/4" MIN. EMBED INTO CMU (JAMBS) u5. 2z15' <'^ 1-1/2" MIN. EDGE DISTANCE ®-'a" g U 2 LL ONCO #14 SMS OR SELF DRILLING SCREWS. (GRADE 2 CR51 ap!1 •osa0 saws —� a INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") a% OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ° d (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE \'` �h1'?LYWN ' . ALUMINUM • 1/8" THK. MIN. (6063-T5 MIN.) „���•' cF_rlsF•!!!� EDGE 1SI.d r° • ' a STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) Ft g•„ 5 a TYPICAL ANCHORS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) _ _ No.58705 k TYPICAL ANCHORS FOR SPACING BY 7, - `'WOOD BUCK SEE ELEV. „ TYPICAL EDGE DISTANCE - FOR SPACING EDGE DIST. INTO WOOD STRUCTURE = 1" MIN. A 3.20 •:lk/�`; INTO METAL STRUCTURE = 3/4" MIN. O STATE OF INTALLATION DETAILS SHOWN ON PAGES WEEPHOLES: %��'•.�toHlo ..' ��~ 8 & 9 APPLY TO BOTH FLANGE FRAME W1 = 1/4" X 1-112" WEEP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 'SS��IVAL GAG\ W2 = 1/8" X 1/2 WEEP SLOT AT 3-1/8' FROM EACH END. IIIIIII `` ` AND FLANGE ADAPTOR FRAMES. 4Y3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END. CONCRETE AT HEAD, SILL OR JAMBS t'c = 3000 PSI MIN. A.LYNN MILLER,P.E.C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. P.E.#58T05 FLANGE & FLANGE ADAPTOR FRAME 4'MAX. SHIMS 1/4"MAX. BUCK WIDTH SHIMS INTALLATION DETAILS SHOWN ON PAGES 8 VENT WIDTH VENT WIDTH AND 9 APPLY TO BOTH FLANGE FRAME AND TYPICAL SEE CE� FLANGE ADAPTOR FRAMES. FOR SPACING O O O PRODUCT REVISED as complying with the Florida 1 1/2- Building Code a,v ` NOA-No. 20-0623.10 .v c� Expiration Date0 512 712 0 2 4 tl� By FLANGE ADAPTOR FRAME Miami-Dade Product Control 29Y WOOD G III SCREENS OPTIONAL BUCK OR 1/2"TYP. w A WOOD STRUCTURE N G1 1BY EXTERIOR TYPICAL ANCHORS s WOOD BUCKS D.L OPG. SEE ELEV. XOX LAYOUT FOR SPACING 0 MIAMI-DADE COUNTY APPROVED MULUON N �aa &MULLION ANCHORS SEE SEPARATE NOA N O Q o: O O BUCK WIDTH ALTERNATE w o O Z F 0 eucK WIDTH - 11 N aIOG ' 2 1U J 2 u SWEEP LOCK z rc o 2 Z N 1 OPTIONAL C 0 O uMo�O r SPRING LOCK 2pm 4a 2 d a m0J oo y 0N O U U o K ❑ ¢a�zv Z LL Z J J N (n lU❑ F TYPICAL ANCHORS EXTERIOR E3 W c t z 4 Z Z SEE ELEV.FOR SPACING E4 Fi yj Z w O "logs 1/4-MAX. BUCK WIDTH 1/4-MAX. o J W SHIM 1 SHIMS a "�1 N= _ Z VENT WIDTH ? U, O O O0'. LU ANCHORS 1 TYPICAL ANCHORS o ^ Q ZSEE ELEV.FOR P ACE IN 1 FOR SPACING U _" N LL 2 V.o �p11 rosaO sauas al, /4- � METAL STRUCTURE O j:F:•; Mo.5R7U5 S70P-TIONALJM' •_q ♦� = EXTERIOR E6 WOOD BUCKS r O STATE OF � 1 XO LAYOUT D.L.OPG. ° P ® 'r`,���0NAL1�tJ A LYNN MILLER,P.E. P.E.#58705 EQUAL LEG FRAME METAL TYPICAL ANCHORS p �MIAMI-DARE COUNTY APPROVED I I STRUCTURE SEE ELEV. g� TYPICAL ANCHORS FOR SPACING 3� MULLION &MULLION ANCHORS 1BY WOOD BUCK SEE El". EDGE DIST. p DGE a N II SEE SEPARATE NOA EDGE FOR SPACING \ DIST. EDGE DIST." •� L PRODUCT REVISED ' .' 3, d,''•.�., �.• � 7 as complying with the Florida ',t N Bull ding Code NOA-No. 20-0623.10 e N Expiration DateO5/27/2024 O TYPICAL ANCHORS TYPICAL ANCHORS By 15,-7SEE ELEV. SEE ELEV. FOR SPACING Mlaml-Dade Product Control FOR SPACING E3 E7ii _ t TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8'MIN. II 1/4'MAX. BUCK WIDTH -� N Y Q II I SHIMS t F N ney a 1: E1 CO N O c a l w m O CO 0 K Z 2-3/1'MIN. N alo0 a � J � W \�><3 J N O 0 N x � a°z"-� u =LU w O m ¢ O ti V U m J III •. WHEN USED THE MIN.WOOD BUCK a Fw-w Z u_ u S DEPTH SHALL BE W.THE USE OF �o>^ 3 � 0 DEEPER OR BEVELED WOODBUCKS IS a Z 0 F o 3 PERMITTED. Z uJ _ E6 EXTERIOR o N Z CO 1 l7 •Q �. C O 6 J O Z t o Z Q =5 MIAMI-OADE COUNTY y atl 115� Z Mg APPROVED MULLION y o w J & MULLION ANCHORS 3 E t SEE SEPARATE NOA Fn g N Z z_ O C {n = - M3 t BUCK WIDTH BUCK WIDTH E 3 LL W LU o Z =% < J 2 O o:5 Q N_ U1 Q W = B 1 g r EDGE W. '•r, �. TYPICAL ANCHORS '• , _ `:• No.59iU5 T: 18Y SEE ELEV. .p + '• _- WOOD BUCK FOR SPACING •� d \i-' TYPICAL ANCHORS ""a 5 8 SEE ELEV. C/-�y�(� '•*•, a .i FOR SPACING =.(� Slf pi TYPICAL ANCHORS INTO WOOD, CONCRETE OR METAL INSTALLEDUAL LEG FRAME CAN BE SEE ELEV. FOR spaclNc STRUCTURES tC�` �1^L WITHOUT THE NEED OF A WOOD BUCK. 1 rll!r 11 I I t A.LYNN MILLER,P.E. P.E.W 58705 FIN FRAME ILLUSTRATIVE DTLS. ONLY TYPICAL ANCHORS EXT. OR INT. FINISHES SEE ELEV. NOT BY CGI FOR SPACING z PRODUCT REVISED 1 1 1/2' N as complying with the Florida NOA'No- Building Cod 2. 0-0623.10 HOUSE WRAP Expiration Date06127/2024 NOT BY CGI By I s�,Z A2 2 1 Mlaml-Bade Product Control BACKBED E3 CAULKING 1/4•MAX. BUCK WIDTH 1/4•MAX. E7 OAP GAP 1/2•MIN. 1/2•MIN. t � WOOD STRUCTU o NOT BY CGI E2 1 N °u m II N O 1 O w n O � Z > N `�1 Z K Z �B O N_ M=LL� OMO U,•• m ¢U(Wj o ❑ o SCREENS IT. AES = a _^ Z tL JQ al 11 1 SAC BED X o>Q '� O O CAULKING a`Z Z G a HOUSE WRAP E6 EXTERIOR ❑ I°°vs NOT BY CGI Z In i 1 t _mot z Q O z o g y Z g °� M9 w o o IJ1J is O i Unn m 2 V7 Z Et 11 E330~LLm LU z $ TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3 w ¢ N BACKBED ® ¢ o Z � CAULKING 48 SMS (Fu 74 KSI MIN.) O"'_'' r LL S BZ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 'os ' 1-1/2• MIN. PENETRATION INTO WOOD ,171111:1I!! NOT HOUSE WRAP CGII ' 3 �. ��sY LYi,lrb \ tea• �� _ NO.987G5 TYPICAL ANCHORS SEE ELEV. FOR SPACING A e�2� a O�•. 'LATE'_OF .Sr ....... • CV 'i, ONAL'0,,. 11r1 111tt A.LYNN MILLER,P.E .E P #58705 Eenal I'P81I PART/ QUANTITY DESCRIPTION MATRUy MANY,/gOPpUMR/RlyARK,S MATERMat PROPERTIMin.Fy Min.F„ II El CGI-100 - FRAME JAMB O FIXED GLASS 6063-Tfi CGI EXTRUDER #14 Steel Screw 92 ksi 120 ksi E2 CGI-113 - FRAME SILL 6063-TS CGI EXTRUDER 1l4"Elco UItmCon 155 ksi 177 ksi E3 CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER 1/4'De it UlkaCon+ 148 ksi 164 ksi E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER 6063-T5 Aluminum 16 ksi 22 ksi ES CGI-104 - LOCK RAIL 6063-T9 CGI EXTRUDER A36 Steel 35 ksi 58 ksi E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER PRODUCT REVISED E7 CGI-106 - SASH RAIL 6063-TB CGI EXTRUDER as complying with the Florida Building Code E8 CGI-107 - 5/16-GLAZING BEAD 6063-T5 CGI EXTRUDER NOA-No. 20-0623.10 E9 CGI-108 - 0.700-GLAZING BEAD 601 CGI EXTRUDER Expiration Date0 512 712 0 24 Miami-Dade E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER Ell CGI-1 10 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER I L�ami-D-0ade Product Control E72 CGI-135 - TF FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER ADDED BACKBEDDING E14 CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER TYPES-JR-5/29/20 EIS CGI-140 - 1-MUNTIN 6063-T5 I CGI EXTRUDER E16 CGI-141 - 2.5-MULLION D60633-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME CGI EXTRUDER Ela CGI-114 - SILL SNAP IN CGI EXTRUDER EIS CGI-115 - SILL FILLER CGI EXTRUDERE20 CGI-116 - FRAME JAMB CGI EXTRUDERE21 CGI-117 - HD LOCK RAIL CGi EXTRUDER N 0 < E22 CGI-138 - TF FRAME SILL CGI EXTRUDER o 0Z E23 CGI-109 - FRONT FLANGE ADAPTOR - I CGI EXTRUDER Z E2 Z 6 N >� 0 M1 OGI-382V - GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - y �N M3 CGI-112 3'O ANCHORS EQUAL LEG COVER/SHIM WC - p0 Z P'•m w oM0 M4 - 0.700"X 0.040- BEAD CE120D SILICONE SILICONE GE RW.1 m Cp MS - 0.700-X 0.040-BEAD DOW 791 OR 899 SILICONE DOW w~o S M6 - 0.700-X 0.040- BEAD DOW 983 OR 995 SILICONE DOW a o Z Ur N M7 - 2/LITE SETTING BLOCK EPDM DUROMETER BOt5 SHORE A Z MB - - PROTECTO WRAP WATERPROOFING OR EQUN. 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ST/ST BALANCE BRACKET SCREW - - S5 2PER WD. /8 X 1-LG. FH. SMS. ST/ST.SPIRAL B.ASSEMBLY - S6 - - / 6 X 1/2-LG. FH.SMS.O CGI-133 &CAM LOCK - - %�) tSA-,;T90F7 /Ll .AC/\ SB - 4 OM. RAIL / 10 X 4-LG. PHL PH.SMS. ST/ST.ASSEMBLY MEETING RAIL - - O•t+� FCORIOT' S9 - 2 PER ANTUFr a 10 X 5/8-LG. PHL PH.SMS. ST/ST.ANT1UFT SCREW - - // SjS/ONAL A.LYNN MILLER,P.E. P.E.#68705 2.440 2.440 2.113 .OBS 1.015 {-I .70;5 O50 7YP. F101FrF 1.301 1.301 1.550 1.680 2.846 1.601 065 TYP. 1.220 1.007 L L 1 -12.346 oso E9 .700' GLAZING BEAD PRODUCT REVISED 065 1.395 as complying with the Florida 1.155 1.155 TYP. Building Code �-I.449-{ NOA-No. 20-0623.10 1.015 1.0151.368 .745 NAIL FIN ADAPTER IExpiration Date05/27/2024 FLANGE FRAME HEAD FLUSH FRAME HEAD MEETING RAIL �1r .293 By Is-71 Z4'�1 1.496 ���� 1.015 1- OBO Miam�Dade Product Control 1.015 1.788 1.413 1.140 O65 1.140 TYP. 2.284 1.255 M2 SCREW COVER :s 1.015 1.220 .OBO TP. 4.430 1YP..065 3.930 .065 N Y Q TYP. 1.043 o v7 3.685 2.885 3.1[15 2.805 naa O LOCK RAIL E19 SILL FILLER O z 0 � � J 1.450 ,180 i❑n O '180 _N Q0r 1 ci =N 2.440 2.440 .550 ,050 mO i LL ?� JNO 2.310 Lc w O E22 FLANGE FRAME SILL O FLUSH FRAME SILL IIIG ��,II n: o 1.015 065 a~w Z LL 0 TYP. 1.220 w o^> z O 2.737 2.737 E23 FLANGE ADAPTOR a Z Z m 1.043 O woos YR TYR 065 .490 .. U) 1n E21 ALT. LOCK RAIL o e i ¢ z 2.505 2.613 2505 2.613 .705 k.8644 W TlP. ,.n vi z 1.892 N °G 3 00 is o m Z = z ~ 06$ a {n o 7YP. 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