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WS-20-132Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Location Address Parcel Number 514 NE 101ST ST, Miami Shores, FL 33138 1132060171170 Contacts Permit NO.: W'S -01 Permit Type: Window$/Shutters UVarkaossifrcation: Window/Door Replacement Permit Status: A u roved Expiration: 08/03/2020 ANDREW STEFANICK Owner PRESTIGE WINDOWS & DOORS Contractor 514 NE 101 ST, MIAMI SHORES, FL 331382451 CRISTINA SCAVUZZO 5500 NW 161 St, Miami Gardens, FL 33014 Business: 3058205999 permits2@prestigewindoor.com Description: replace 16 windows to impact Valuation: $ 17,177.52 305-MInspection ionIequests: Requests: -4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $10.80 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $3.60 Scanning Fee $9.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Total: $296.40 Payments Date Paid Amt Paid Total Fees $296.40 Credit Card 02/03/2020 $296.40 Amount Due: $0.00 Building Department Copy 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 fo4ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS VII certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws k regulating onstruc o nd zoning. Futhermore, I authorize the above named contractor to do the work stated. nature: Owner / Applicant / Contractor / Agent Date February 03, 2020 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 EWTVRED JAN 17 2020 gys<L�" FBC 2011 (R' " BUILDING Master Permit No.\AIS -O 1'2.O -13Z PE MIT APPLICATION Sub Permit No. BUILDING n ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL F-1 PLUMBING ❑ MECHANICAL [—]PUBLICWORKS ❑ CHANGE OF CANCELLATION El SHOP CONTRACTOR DRAWINGS J� JOB ADDRESS: r " P ' City: Miami Shores County Miami DadeZio 3 3 ) 3 g Folio/Parcel#: 11— 320 (P O1-7' 11 %0 is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): __AVi drew s I Phone#: Address: S - f City: PA (ate I state: EL Zip: _33.1 3 K Tenant/Lessee Name: Phone#: Email: �►�rGS��?�cv►ni_ GIOitrY, , CONTRACTOR:: Company Name: �S-�i�e Wi w Ws Phone#: ?2- Address: D Z?J2-- ^C'CO� {�►�1-e'�.�� City: ! v l I ��'✓! 1 n��^'K,y�,e 3 State: �L Zip: 2.3 0/ G Qualifier Name: C6S i KCL Phone#: State Certification or Registration M _ e r I ZS I i00 I'7Certificate of Competency #: DESIGNER: Architect/Engineer:ihGli k1 e?,rl" 1;,7)( Or -t SS Phone#: r�15�1)�''I —© (fl(p0 Address: It DO S inJ 12 AV city: ekj Peadstate: zip 3 • Y� Value of Work for this Permit: $ i -7 • 5) Square/Linear Footage of Work: -z9a Type of Work: ❑ Addition M Alteration ❑ New ❑ Repalr/Re lace p El Demolition Description of Work: _ rty I G 'c4 Vt m % Le LA) l7 c/b L'iS -+o / N'1►!:'t C, --,4- Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this Jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing Information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit, with an estimated value exceeding $2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of C.w L, ,1��A'�� . 20 20 , by int S efAJ 1;a who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ip�M Notary Public State of Florida Kristen Scavuzzo y My Commission GG 282163 �4 a Expires 12/05/2022 APPROVED BY (Revised02/24/2014) Signature TRACTOR The foregoing instrument was acknowledged before me this ki day of J u«��}. 20 Z O by 6,CVS,Iino 'JCC-tVCZ2, who is personally known to me or who has produced as Identification and who did take an oath. NOTARY PUBLIC: Sign: / N EARBONELLPrint: -* - h 11, 2020Seal:BondedThruNotubliC n 6rwn ss�*sss*�r+rs**s��►�***ss*s***ws*#ss�r►ss*ss**�s;�s*sss*s*r��sr�ssst�r�*• s j�Lv Plans Examiner Structural Review Zoning Clerk ®L 1 \\Stefanick Residence ee514 NE 101 e e • Miami Shores, FL 3313:;�- Mark Width SizeHeight SQ FT Type NOA NOA P 1 53.00 50.50 18.7 HS 17-0918.09 -65/+65 W.1 43.3 2 36.87 38.25 9.7 HS 17-0918.09 -65/+65 -49.1/+45.3 3 1 36.87 38.25 9.7 1 HS 17-0918.09 -65/+65 -60.7/+45.3 4 37.00 63.00 16.0 Csmt 17-0918.11 -60/+60 -47.1/+43.3 5 74.00 63.00 32.3 Fixed 19-0603.02 -61.9/+61.9 -45.1/+41.2 6 37.00 63.00 16.0 Csmt 17-0918.11 -60/+60 -47.1/+43.3 7 53.00 50.50 18.7 HS 17-0918.09 -65/+65 -56.6/+43.3 8 53.00 50.50 18.7 HS 17-0918.09 -65/+65 -56.6/+43.3 9 73.87 38.25 19.5 HS 17-0918.09 -65/+65 -47.1/+43.3 10 36.87 50.5 13 HS 17-0918.09 -65/+65 -47.1/+43.3 11 36.87 50.5 13 HS 17-0918.09 -65/+65 -56.6/+43.3 12 73.87 50.50 26.2 HS 17-0918.09 -65/+65 -54.2/+42.1 13 36.87 50.5 13 HS 17-0918.09 -65/+65 -56.6/+43.3 14 110.87 38.25 29.2 HS 17-0918.09 -65/+65 -45.9/+42.1 15 53 50.25 18.4 HS 17-0918.09 -65/+65 -47.1/+43.3 16 53 50.25 1 18.4 HS 17-0918.09 -65/+65 -47.1/+43.3 �D BY DATE steel column , vvi H ALL F',)ERA_ existing to remain 12 i "\ _._egreisiTO',s 13 14 .�+. (Bedroomr 11 f G�9e - 15 JBedr_oom� egress #Ktct hen 'Lt •iyin�Roo�ij 16 ... ... • • • . ... . • -ti..�. Dining '• Bedroom • � � - = �-•- - • : � RoomM -. ..v • ..s 6 • • Bath l jalFhjEntry 0 0 • CiipjDed Mull... . 0 NOA# A 81019.01 : • 7 egress 9 • :-0-; x•4 • • r .• • . ••• • • 0 • • • fv 10 E 07/01/2019 - 4:39pm Talyssa VAprojects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 VUlndload Charts References\2017 d FBC VNND CHART, 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10MRH <60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING WIND VELOCITY = 175 MPH - 'ASD' IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE ' D' BASED ON Kd = 0.85 NOT TO TCHED WITH'L ATF' DFGIrN I IMITINC PRFCCIIRF MRH = MEAN ROOF HEIGHT INTERIOR ZON PRESSURES 1 EXTERIOR ZONEFS PRESSURES 1 ENCLOSED STRUCTURE, FLAT TERRAIN (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean I DESIGN PRESSURES (PSF) - ZA�t Mean DESIGN PRESSURES (PSF) - ZONE 5 4 1. IDENTIFY THE ZONE OF THE OPENING AS INTE NE -4) OR EXTERIOR (BUILDING CORNER, ZONE 5) PER THE Roof Area of Opening $ F ofArea of O enin $ Ft 3 URE BELOW LEFT OR INFORMATION P VIDED O�f0U BP g (q p g ( U 1. ANY QUESTIONABLE OPENIN I ONN51DE ED<TH RE CRITICAL (EXTERIOR) ZONE 5. Height 1n 7n �n an Ight 4O 5O \Z./IDENTIFY THE BUILDING MEAN (AVE EJ' 0 LOWEST GROUND ELEVATION. IF THE MEAN 0 -loft( 49' 1 j -47. tf.-45.'. +45.3 +43.38 +42. 15 It v Z m z n O N T y z�m �`m.� n R OF HEIGHT CANNOT BE IDENTIFIED, U' E - - E_LPE - F HEIGHT. LEAST HORIZONTAL +48.6 +46.4 +45.1 +44.2 +43.5 LO -55.4 -53.1 -51.8 -50.8 -50.1 20 ft +45.3 +43.3 +42.1 +41.2 +40.6 `^.,�7 V CALCULATE THE TRIBUTARY AREA O(1 O ENI IN_ Q THE GREATER OF (HEIGHT * WIDTH) OR THE 15 ft +51.1 +48.8 +47.5 +46.5 +45.8 -58.0 -55.6 -54.2 -53.2 -52.4 26 ft 68.4 63.8 61.1 59.2 57.7 20 ft +53.5 +51.1 +49.7 +48.7 +47.9 +51.1 -59.5 -57.0 -55.6 -54.5 -53.7 30 ft -66.8 64.0 62.0 60.4 26 ft U) -0m -0mm;0 0 +54.8 +52.4 +50.9 +49.9 +49.1 +51.1 -61.4 -58.8 -57.4 -56.3 -55.5 36 ft -65.6 -63.5GENERAL ENGINEERING +54.8 +52.4 +50.9 +56.6 +54.1 +52.6 +51.5 +50.7 -67.7 -62.5 -59.9 -58.4 -57.3 -56.5 40 It T CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. :1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN E RATED LIMITING WIND VELOCITY ABOVE. '<LO r" _72.0 _C9.0 _ r-_77.2 6_ .j +57.6 +55.1 +53.5 +52.5 +51.6 GRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. -63.8 -61.2 -59.6 -58.5 -57.7 45 ft -78'8 -73.5 -70.4 68.2 - 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. +58.8 +56.2 +54.6 +53.5 +52.7 HVHZ = HIGH VELOCITY HURRICANE ZONE. -65.0• +58.8 -60.7 -59.6 -58.7 50 ft • +599 0-62.3 +57� +55.6 +54.5 +53.7 • 55 If -66.1• -63.3 -61. 810% -59.7 00000, +6019 -058:2 +56.60 +55A +54.6 •60 -67.1 -64.3 -62•, - 6= ft •-61. • • • +61.9 +59.1 +57!4• -095. -82.8 :NiFtki@R ZONE 4 EXTff0(1ft0q$ OP - .a= 100/4 OF LEAS RQRI ONTAL OIMEN :IlAQF•IIGHT (MRH), WICHEVER•ISSMALLER, BU - THAN 4'-0/o OF LEAST HORIZONTAip4Wj4ION OR 3FT. USE • tMM IER ZONE 5 IF AT A�_L IN QEStION. CONSULT AN ENGINEER FOR A MORE SPE;W"IOJTERI AhtRIZF REQUIRED. • • • •• a o ROOF HEIGHT 5 F 1 C(MRH) O O 1 ELEVATION a la n O H REMARKS DRWN CHKD DATE O `� (NIT ISSUE GSS TSB 03/05/12 m 3 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 U i UPDATES, 2017 FBC FLB FLB 12/17 Z F -L P OR HELP FB FB 7/2/19 In V cci THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, j ,AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT p N z WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, N N ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT O^N PERMITTED AND INVALIDATE OUR CERTIFICATION. $ EAN ROOF HEIGHT (MRH) EXPLAINED v Z m z n O N T y z�m �`m.� n R OF HEIGHT CANNOT BE IDENTIFIED, U' E - - E_LPE - F HEIGHT. LEAST HORIZONTAL 60.7 56.6 54.2 52.5 51.2 2.1. ALWAYS ROUND UP ROOF HEI' H AS E. LO m> HT 5 5 mm-ncrTD .�. m;d0-c-430 U) 2. VALID FOR ALL ROOF SLOPES! F -R S 10°, NGINEER FOR REDUCTIONS. +45.3 +43.3 +42.1 +41.2 +40.6 `^.,�7 V CALCULATE THE TRIBUTARY AREA O(1 O ENI IN_ Q THE GREATER OF (HEIGHT * WIDTH) OR THE 15 ft 1 AVE HEIGHT -56.3 -54.9 SPAN LENGTH (HEIGHT) * AN EFFECTIVE 3_ H GHT ] / 3). 3.1. USE THE AREA BETWEEN STRUCTURA�COP LY- THIS INCLUDES AREAS BETWEEN STRUCTURAL +48.6 +46.4 +45.1 +44.2 +43.5 MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (30 SQ BE USED.UND m 68.4 63.8 61.1 59.2 57.7 20 ft �< O ALWAYS ROSHALL 3TRIB TARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS m>D D G Zm2=T -p 3-i 1Z +51.1 +48.8 +47.5 +46.5 +45.$ THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN mC�'•4Or'TI =G)mr O�qrn�z 71.6 -66.8 64.0 62.0 60.4 26 ft U) -0m -0mm;0 0 Dr) COMPLEX ISOMETRIC \ 5 5 ACCORDANCE WITH CODE. =o0 ■ z �' +53.5 +51.1 +49.7 +4$.7 +47.9 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. NOTES: 30 ft -73.4 -68.5 -65.6 -63.5GENERAL ENGINEERING +54.8 +52.4 +50.9 - .9` 9 ES ARE TO BE USED IN CONFORMANCE WITH (ASD) "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SE 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2 IGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. 36 ft 75.8 -70.7 -67.7 �� D MASTER PLAN SHEETA +56.6 +54.1 +52.6 + tj` T CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. :1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN E RATED LIMITING WIND VELOCITY ABOVE. '<LO r" _72.0 _C9.0 _ r-_77.2 6_ .j 40 ft GRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. +57.6 +55.1 +53.5RNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. -78'8 -73.5 -70.4 68.2 - 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. 45 ft HVHZ = HIGH VELOCITY HURRICANE ZONE. +58.8 +56.2 +54.6 +53.5 +52.7 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE-SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED -80.2 -74.8 -71.7 -69.4 -67.7 50 It OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. +59.9 +57.2 +55.6 +54.5 +53.7 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED -81.6 -76.1 -72.9 -70.6 -68.8 55 ft AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF +60.9 +58.2 +56.6 +55.4 +54.6 THE USE OF THESE TABLES IS OFFERED HEREIN. 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO CRAP_PROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS RR Est6 INSTALLATION INFORMATION AND APPLICABILITY OF -82.8 -77.3 -74.0 -71.7 -69.9 ft THESE TABLE VALUES WHICH IS TO BE VE - Y_6i11£RS,IN AC CE WITH GOVERNING CODES. +61.9 +59.1 +57.4 +56.3 +55.4 11. ADHERE TO ALL LOCAL IMPACT PRO r R AN ! 12. NO CERTIFICATION IS OFFERED FOR, H INS _ (STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED HE E .-- �CDBLmn0 t FICATIONS OR AFFIRMATIONS ARE INTENDED. $ EAN ROOF HEIGHT (MRH) EXPLAINED v Z m z n O N T y z�m �`m.� n LEAST HORIZONTAL K ROOF DIMENSION ;0 G -)b O0;00 G y>OmND<rm2�,;� m> HT 5 5 mm-ncrTD .�. m;d0-c-430 U) G�+mzA��lnc\z>r p� Om0m4G)G z.4 cm mD MEAN ROOF 2 5 4 37�OVf Nim OAc\c� �Zz ODO�(nCaz�iOw ;0--1 .33rncm Ato cD m AVE HEIGHT NZZmc DZmOz O m O m D \ a N p tomZ>mi-ivmxwS m r Ui Ro O D rn a m C) rn z HEIGHT)MRH) WIND-� FLOW SON O D x y M ."7m ZZZmZ¢°Ulrri �< O xp� , ■ m>D D G Zm2=T -p 3-i 1Z tn tn rni v ® onn mC�'•4Or'TI =G)mr O�qrn�z PLAN VIEW pzn U) -0m -0mm;0 0 Dr) COMPLEX ISOMETRIC \ 5 5 =o0 ■ z �' (nmpp mDDN'�� m, �' z n ow m CORNERS m n m Ro (A of m 6TH EDITION FLORIDA BUILDING CODE ENGINEERING o o"G)° o m� 2017 '- EXPRESS oz 0z _ "� < -0 0.Sz ASCE 7-10, CHAPTER 30 4 CORPORATE OFFICE: o (!\ rnr• m = F Am DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVE, SUITE 106 �� D MASTER PLAN SHEETA DEERFIELD BEACH, FL 33442 (954) 354-0660 866-396-9999 TEAM ENGINEERINGEXPRESS.COM MOD t"' DA O �� N o co - m �o m m� 1 ASCE 7-1 O ENGINEERINGEXPRESS.COM '<LO r" vVwDoW IZE&fr= aIT vroom Al l7c-rml 707.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylights, and operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. d��►-� ,: .. �x �ct�� a�lC �� r*+� � �'` 7-�?_Cam rJ b q ts ` � '�CC.ac . 1D VtIND6WS � 'wsrR[Ix'/� h9b AM AJFA[ri1; 1�5 llr✓co�l��I�)hT, s Jtk�cT � �� ii;*I(- V /J , .v01-stM)WE6 o.,i W css vr �Cour2c L�• • .. JA) et r Gt`J(,1J L?C D ' � %�k� nW "-'s i • �•'t•1'tl`t}Q�� : � • � • • • �EvV DfFu+�� MUST 9 A F—iCrlatJf�?g:0 0. a t1 AFC�H7 cT • • • • • • . • .•• • • 0 ••• • •� MIAMI -DARE MIAMI-DADE COUNTY m 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.p_ov/economv CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. 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 jqb 141 aj the request of the Building Official. This NOA revises and renews NOA No. 15-0512.1b and c:)nS4s o`i . Q ?age'1 and evidence pages E-1, m E-2, E-3, E-4 and E-5, as well as approval document entio*44alioV� •� •. The submitted documentation was reviewed by Manuel Perez, P1. ' • • • ..• . ... •.' • • •:'•NOA No. 17-0918.11 j • • • . • . • � • • E4iriti ja Date: October 26, 2023 r • • • • Ap�'ro,%JeDate: November 30, 2017 Page 1 000 :• ': '.' .:. •••.: CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBN HTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont 'Butacite" PVB interlayer, Duraseal® and Super SpacerO insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03103/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test. Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. J. 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(V and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/11 *slet: 414 naledbf Rainesh C. Patel, P.E. (Submitted under NOA # 14-0506.0V •: go: 00 i�i •• ••• +, • Manuel Pe z, E. GoProduct Control E mer • i , • •� • , • • •• NOA No. 17-0918.11 • : : . • • + . EJpiratiPn Date: October 26, 2023 • ••• .0 AVroti#rDate: November30,2017 E-1 ••• , 0 0 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B, and RTL -0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and RETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Fort, RE (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) .. ... . . . . . .. ......... . Manuel ere • • • �: :'1ltct Cb�rtr ol•Ex min r �• .• rJOA`Noi1f- .11 • • ExpW'* 8Qon Vate: q&obe; 26, 2023 Approval Date: November 30, 2017 E-2 �•� • 0 0 000 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NDA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and Write) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex BY 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 CIear and Color Glass Interlayers" dated 06/19/14; expiring on 05/21/16. Manuel Pere , E. • •. • . ftg4uct �2ntrol E ner • •' N04 Na 1a- 918.11 • • • • Expiratio0afe: Tit4e; 26, 2023 Approval Mate: NoVeAJ 30, 2017 E-3 • • ••• 0 0 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBG 5' Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NDA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Durasealg and Super Spacerg Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. • • • • Manuel ere • : rtaduct C jntr4A : xmi er . • • ` : VO4 Nq M-0 18.11 • ExpL kionMate: QLtobeC 26, 2023 Approval Date: November 30, 2017 E-4 ��• CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw. (L.M.1.)", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® UItraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5' Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued tq QW Widgws a4d Dpors Inc. for their Series "238" Outswing Aluminum 09/17/15 and expiring on 10/26/18. E-5 Casdment Mridow : I,.1Ll.i, approved on 00 0.. .. . . .. . : • • • • • • • �W.nugl Per , 11E. • • Croduct37or;rol E m' er • • • ; • • Nq,4 t4o;17-0!T18.1 1 • Upitati8n Date" October 26, 2023 Approval Date: November 30, 2017 .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . min �1`►�DfLril��►i� • I%1 a NO W EXTERIOR • • o •••• • • •• • • • •••• • •• •• •• ••• • • ••• •••••• • INSTRUCTIOM3 • • • • •• • • • • • • • • USET CHARTS AS FOLLOWS•. ;JERDETERMINE DESIGN WIND LOp REQUIREMENT BAS EO • • • • ON WIND VFAOCITY, BLDS."14ii #IND ZONE • 40500 4POLWABLE ASCE 7 STANDARD. • • • STEP 2 �ACHA �F D SHEET 3 enu E:TIR DE9GN LOAD F DESIRED R_nicS 51ZE'R•Y.PE. . P ESING CHAIR ON SHEET 5 SELECT ANCHOR OPTION wtm-umvisN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS MAX. WOW. LOCK HEIGHT POINTS 38' 2 56' 3 74' 4 84" 5 NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (6TH EDITION) FLORIDA U` BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). Q MAX. TYP. g EAD/SILL :ORNERS �j r f n DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR A SITE SPECIFIC PROJECT, I... LIFE SAFETY OF THIS PRODUCT. ADEQUACY r Ory ` 0 i OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR TO THE BUILDING STRUCTURE WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 0 SEPARATE CGI MULLION N.O.A. 0 yr V N a I' i 9 O 0 IL a ay��Y �s o g SURFACE APPLIED FALSE MUNTINS OPTIONAL J f7 m Q U Q 01 E REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (6TH EDITION) FLORIDA I THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED. 1BY DR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE PRODUCT REVISED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. as comPlying with the Florida THIS PRODUCT APPROVAL IS GENERIC -AND DOES NOT PROVIDE INFORMATION DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR A SITE SPECIFIC PROJECT, I... LIFE SAFETY OF THIS PRODUCT. ADEQUACY FOR MULLION/MULTIPLE UNITS, REFER TO OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR TO THE BUILDING STRUCTURE WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SEPARATE CGI MULLION N.O.A. AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. (��] y-' ©'� MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT P117 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. as comPlying with the Florida THIS PRODUCT APPROVAL IS GENERIC -AND DOES NOT PROVIDE INFORMATION galiding Code NOA-N 17-0916.11 FOR A SITE SPECIFIC PROJECT, I... LIFE SAFETY OF THIS PRODUCT. ADEQUACY o. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expiration Date 10126/2023 WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL gY .. _ •. _ Z �JPQ...- �� 705 a 1 TATE OF J•✓y�� drawing ` no. Dpi,.• �� - GENERAL WINDOW SECTIONS F'QUAL _LEG FRAME FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. • •�X'1'KK10X .. O U 0 O L" O O B I 24' MAX. T1'P. �U O VENT WIDTH TYPICAL ELEVATION Im WW -1 1/2" D.L OPG. Z n p N7 0 3 3 O F. Z N 3 WW -6 1/2" I I A 6" MAX. TYP. HEAD/SILL Q M1 a CORNERS — OR n Upp 11 In < • 1pyu�i�2 • i f INTS FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. Ii li \ WINDOW WIDTH .. O U 0 O L" O O B I 24' MAX. T1'P. �U O VENT WIDTH TYPICAL ELEVATION Im WW -1 1/2" D.L OPG. Z n p N7 0 3 3 O F. Z N 3 WW -6 1/2" I I A 6" MAX. TYP. HEAD/SILL Q M1 a CORNERS — OR n Upp 11 In < Mo 1pyu�i�2 INTS z 3 3 =r--�'�---3G=-- SURFACE APPLIED = Q, 3 \ fi 11-- 11 FALSE HUNTINS OPTIONAL yy \ III Ii li \ .. 0 O L" O O B I 24' MAX. T1'P. AT HEAD/SILLn O 2 N o TYPICAL ELEVATION I (EQUAL LEG FRAME) p N7 0 3 3 I I O _ M Inc MAXIM MULTI POINT LOCK MULTI POINT LOCK ;`yT 'TRUTH' Bl'INTERLOCK' . TO CAM LOCKS ALT. TO CAM LOCKS MAX. WOW. LOCK MAX. WOW. LOCK o 'x- HOGHT POINIS HEIGHT POINTS 42" 2 38" 2 63' 3 56, 3 0 0 B4" 4 74" 4 64" S 0 o °Im o e 0 x _ ```311111111//r/r/� _ J3 ��'�;,fz�p�� m •o J PRODUCT REVISED as complying with the Florida r'P 0 V 2217 No.70M a Building Code NOA-H.. 17-0918.11 = 9 Expiration Date 10/26/2023 ••, OF ��[(/�� Browing n0. W98-100 ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EOUN. • • • t • co:*** i • • •• • • • t••• • • 6000 FRAME CORNER I 13 (^— 2625 I 2.625 625 F 1.000 2.625 2.625 L CORNER KEY CORNER KEY 13 O .060 THICK ST. STEEL O .062 THICK ALUMINUM O FLANGE FRAME 1 8 EQUAL LEG FRAME —1.757 O DV S I �Y ,090 TYP, 1.675 Z m n 3 L O m .720 —� 1.436 , DO O 1.222-J �' O 0 t")F4M QQ VENT (5/16' LAM. GLASS) 0 oZ , 1.757 0 Too g 0-a �I M H 0z 11 n .090 TYP. Q g IL ZN_ o 1.875 1 a 720 a W Af 5 L 1.438 1 g J 1.624 U I 3 C 3 N 28 VENT (INSUL. LAM. GLASS) � t.757 0 IT H I PART # QUANTITY DBSCRIPTION WATERIAL NdNF./SUFFLW/REMAIOLS 1 CGI -373 4 FLANGE FRAME 6063 -TS INDALEX OR EQUIV. 1A 2 CGI -397 CGI -378 4 4 EQUAL LEG FRAME VENT (5/18' LAM. CLASS) 6063-T6 6063-T6 INDALEX OR EOUN. INDALEX OR EQUIV. 29 CCI -J81 4 VEM (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUN. 2C CGI -385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUN. 3 CGI -375 4 DGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3A CGI -396 4 SQUARE GLAZING BEAD 6063 -TS INDALEX OR EQUN. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .050 THICK CORNER KEY ST. STEEL - 6 AP -425 AS REDD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 Q250 -K-190 AS REOD. VENT WEATHERSTRIPPING - SCHLEGEL 0-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) 88 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH. ATTACHED W/ (2) 88 X 3/8' SMS 9A - 1/ VENT MULTI POINT LOCK - TRUTH - 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 DIICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGLATTACHED W/ (2) 810 X 3/8' SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, TRUATTACHED W/ (2) 88 X 3/8' SS SMS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED 13 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 810 % 1-1/4' SS SMS PRODUCT REVISEDI—� 0 g -` SS as complying with the Florida Building God. V) 1.875 _ 21 M `O L438 r1 N C Z� Expiration Date 10126/2023 `�A �� VGENSF •'• O 1.347 O 20 VENT (7/16" LAM. GLASS) go: U 754 Mlam' a e Product on O 383 .830 X .617 OF ��!(�� . •n . OPoDPi.��O �� drowing no. W98— G �� 3 CGI -375: OGEE GLAZING STOP uei m E P p o .753 808 .830 PRODUCT REVISEDI—� 3 0 0 -` SS as complying with the Florida Building God. `J 617 F-- CGI -396: SQUARE GLAZING STOP u o c _ NOA-No. 17-0918.11 '1111111 TI/j� Expiration Date 10126/2023 `�A �� VGENSF •'• ° By Mlam' a e Product on .70592 � � S OF ��!(�� . •n . OPoDPi.��O �� drowing no. W98— G �� 1/8' ANN. GLASS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTI TION DETAILS ' WINDOW DIMS. �I V .090" Sofiex Clear And Color Glass INTERLAYERS-F By 'Eastman Chemical Co.' By Chemical Co.' INTERLAYERS .090" Sentryclas .090" Trosifol PVB Z m pp By 'Kuroray Americo, Inc.' 1/8' ANN. GLASS By 'Kuroray America, Inc.' Trosifol PVB EXT. (+) t ry .090" By 'Kuroray America, Inc.' SILICONE .090" By 'Kuroray America, Inc.' 194.3 Q;IL w 3/16" ANN. GLASS GE -1200 1 195.0 110.0 161.9 110.0 195.0 110.0 0 d ZI _i SILICONE GE -1200 DOW 995 3/16" HEAT STREN'D CLASS ,I II SILICONE !i !i l4. II µW1 a 0 N n �i D uIm DOW 899 5/16" NOMINAL - GLASS TYPE '2' a 16" ANN. GLASS .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass 'Eastman PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTI TION DETAILS 3/16" HEAT STREN'D GLASS .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" SOB x Clear And Color Glass 'Eastman WINDOW DIMS. �I V TYPE '2' By Chemical Co.' INTERLAYERS .090" SentryGias GLASS TYPE '6' By Chemical Co.' INTERLAYERS .090" Sentryclas HEIGHT Z m pp By 'Kuroray America, Inc.' Trosifal PVB EXr.(+) By 'Kuroray America, Inc.' Trosifol PVB EXT. (+) t ry .090" By 'Kuroray America, Inc.' �+ .090" By 'Kuroray America, Inc.' 194.3 Q;IL w 3/16" ANN. GLASS ? 1 195.0 110.0 161.9 110.0 195.0 110.0 0 d ZI _i SILICONE GE -1200 w o 3/16" HEAT STREN'D CLASS ,I II SILICONE !i !i l4. II µW1 a 0 N n �i D uIm 195.0 107.9 107.9 110.0 195.0 110.0 97.1 97.1 110.0 195.0 110.0 GE -1200 �j �� . DOW 995 ��. �� a Dno OW 899 42' ••• • 0 • 0 DOV 899 166.5 0 IL D Q N 7/18" NOMINAL 7/16" NOMINAL GLASS TYPE '3' GLASS TYPE '6' I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SQUARE BEAD '�"�'� 0 'a ti ¢ OPTIONAL ! ALL GLASS TYPES Q W Ll. z U) m J C4 EM U Qwrnf� PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION OETAES REFER TO SHEETS 5 THRU 7 FOR INSTA.LXMN DETAILS WINDOW DIMS. I GLASS TYPE '2' 1 GLASS TYPE '0' 1 GLASS TYPE '6' WINDOW DAIS. I GLASS TYPE '2' 1 GLASS TYPE '0' 1 GLASS TYPE '8' IDTH HEIGHT EXT. (+) I 1NT- (-) EXr. (+) INT. (-) EXT. (+) I 1NT. (-) WIDTH HEIGHT EXT. (+) I 1NT. (-) EXT. (+) I 1NT. (-) EXT. (+) I INT. (- 20' 1 98.8 1 112.6 1 110.0 195.0 1 110.0 1 195.0 19-1/8" 1 1 110.0 1 1950. 110.0 1 195.0 1 110.0 1 195.0 24' 28" M. 32" 36" 40" 42" PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTI TION DETAILS B5.8 WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXr. (+) 1Nf. (-) EXr.(+) INT. (-) EXT. (+) INT. (-) 20' 24' 28' 30" 32' 36' 40' 42' 38" 110.0 194.3 110.0 195.0 110.0 1 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129.5_ 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 97.1 97.1 110.0 195.0 110.0 195.0 120.0 92.5 1 92.5 110.0 120.0 60.0 50.0 20" 24" 28' 30' 32" 36' Is 40^ 42' 42' ••• • 0 • 0 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 170,0 1200. 110.0 83.3 83.44. • 110.0 120.0 110.0 120.0 120.0 79.3 79.3 •110.0 120.0 60.0 60.0 20' 0 24' 4 28' W. • 32' • 36' • 40' 42" • 0 • • • • 48' • • • • • 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 0110.0 195.0 110.0 195.0 103.B 1 110.0 195.0 110.0 97.1 97.1 110.0 195.0 110.0 120.0 120.0 91.1 • �.1 • 110.0 120.0 110.0 120.0 80.9 110.0 120.0 110.0 120.0 72.8 72.8 110.0 120.0 110.0 120.0 69.4 110.0 120.0 60.0 60.0 20' 24" 28" 30' • 32" 36" 40.00 40"•• 42" 0 0 • • •fit• • • • • • • • • 110.0 •14ve 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 88.2 110.0 120.0 110.0 120.0 84.4 • • Ef • 110.0 120.0 110.0 120.0 110.0 720.0 110.0 120.0 110.0 120.0 110.0 120.0- 110.0 120.0 110.0 M6L7.1.1 120.0 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SQUARE BEAD '�"�'� 0 'a ti ¢ OPTIONAL ! ALL GLASS TYPES Q W Ll. z U) m J C4 EM U Qwrnf� PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION OETAES REFER TO SHEETS 5 THRU 7 FOR INSTA.LXMN DETAILS WINDOW DIMS. I GLASS TYPE '2' 1 GLASS TYPE '0' 1 GLASS TYPE '6' WINDOW DAIS. I GLASS TYPE '2' 1 GLASS TYPE '0' 1 GLASS TYPE '8' IDTH HEIGHT EXT. (+) I 1NT- (-) EXr. (+) INT. (-) EXT. (+) I 1NT. (-) WIDTH HEIGHT EXT. (+) I 1NT. (-) EXT. (+) I 1NT. (-) EXT. (+) I INT. (- 20' 1 98.8 1 112.6 1 110.0 195.0 1 110.0 1 195.0 19-1/8" 1 1 110.0 1 1950. 110.0 1 195.0 1 110.0 1 195.0 24' 28" M. 32" 36" 40" 42" 60' B5.8 95.4 110.0 195.0 76.7 83.3 110.0 120.0 73.2 77.7 110.0 120.0 70.2 72.8 110.0 120.0 64.8 64.8 110.0 120.0 - 60.0 60.0 - - 60.0 60.0 20' 24" 28' 30' 32" 36" 66" 86.7 86.7 110.0 195.0 73.4 73.4 110.0 120.0 84.2 64.2 110.0 120.0 60.6 60.6 110,0 120.0 575 57.5 110.0 120.0 - - 60.0 60.0 60.0 80.0 20" 24' 28' 30" 32" 36' 72" 66.4 66.4 110.0 195.0 56.1 56.1 110.0 120.0 48.9 48.9 110.0 120.0 46.0 48.0 110.0 120.0 43.6 43.6 110.0 120.0 - - 60.0 60.0 32 36' 76" - - 60.0 60.0 - 60.0 60.0 20" 24' 26' 30" 32' 78" 52.0 52.0 110.0 120.0 43.8 43.8 110.0 120.0 38.1 38.1 110.0 120.0 - - 110.0 120.0 20" 24" 28' 30' 32" 84" 41.5 41.5 110.0 120.0 34.9 1 34.9 110.0 120.0 - - 110.0 120.0 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 S0. FT. 26-1/2' 37" 42- 19-1/8. 26-1/2" 38-3/8' 37' 42" 19-1/e" 2B-1/2' 50-5/8" 17- 26.-1/2' 63" 74.9 37" 1 60.0 42" - 19-1/e' 63.0 26-1/2' 74-1/4" 45.6 37" - 110.0 1 120.0 110.0 120.0 �k LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B 15 USED m Ik 4+ SIZE 37" X 77' APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 o � o C s - PRODUCT REVISED 1� as Bu ding complying dewlth the Florida ``YAYt�l NOA-No. 17-0918.11 Fxplration Date 1Dl /2023 By - 0592 Mlam ado Product Go 1 -\ •' _ $ u // CS�� Q OF drawing ` no. W98-100 • 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS .075" Saflex CP With PET Core By'Eastman Chemical Co.' .090" SafiexClear And Color Glass INTERIAYERS By 'Eastman Chemical Co.' .090" SentryGlas By Kuraray America, Inc.' .090" Trosifol PVB ra By 'Kuray America, Inc.' r1/8' ANN. CUSS XL EDGE SPACER Si. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUAND( 3/4" INSULATED GLASS TYPE '2A' /8" TEMP. GLASS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER TO SHEETS 5 "U 7 FOR INSTA.I.ATION DLTAIIS AIR SPACE WINDOW DIMS. 1/8" TEMP. GLASS TYPE '2A' GLASS .075" Saflex CP With PET Core WINDOW DIMS, By 'Eastman Chemical Co.' GLASS TYPE '31' .090' Saflex Clear And Color Glass INTPRLAYERS By 'Eastman Chemical Co.' WIDTH HEIGHT .090" SentryGlas INT. (-) EXT. (+) INT. (-) By Kuraray Americo, Inc.' HEIGHT .090" Trosifol PVB INT. (-) EXT. (+) INT. (-) By Kuroray America, Inc.' 11/8' TEMP. GLASS DOW 995 ATEPDM W 995 DOW 899 W 899 XL EDGE SPACER SETTING BLOCKS ST. STEEL BY 'CARDINAL'SETTING BLOCKS -2/ LITE OR2 LITE EPDM DURASEAL BY 'QUANEX' DUROMETER 85±5 OR DUROMETER 85±5 SUPER SPACER BY 'OUANEX' 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SMEETS 5 THRU 7 FOR INSTALLATION OETAIIS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER TO SHEETS 5 "U 7 FOR INSTA.I.ATION DLTAIIS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER TO SHEETS 5 THRU 7 MR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS, GLASS TYPE '2A' GLASS TYPE '31' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE 'SA' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) 20' 24" 213" 30" 36' 32" 36" 40' 42' 40.. 110.0 194.3 110.0 195.0 20" 24" 26' 36" 32" 36' 40" 42' �, 98.8 112.6 110.0 195.0 19-1/8' 26-1/2' 37' 42" 26" 110.0 195.0 110.0 195.0 110.0 151.9 110.0 195.0 65.8 95.4 110.0 120.0 110.0 203.0 110.0 195.0 110.0 138.8 110.0 195.0 76.7 83.3 110.0 120.0 110.0 145.4 110.0 195.0 110.0 129.5 110.0 195.0 73.2 77.7 110.0 120.0 110.0 128.1 110.0 195.0 110.0 121.4 110.0 195.0 70.2 72.8 110.0 120.D 19-1/8" 26-1/2'38-3/B' 37" 42" 110.0 190.6 110.0 195.0 107.9 107.9 110.0 195.0 64.8 64.B 110.0 120.0 110.0 137.5 110.0 195.0 97.1 97.1 110.0 120.0 60.0 60.0 - - 98.5 98.5 110.0 1200. 92.5 1 925 110.0 120.0 60.0 60.0 - - 86.8 86.8 110.0 120.0 20" • 6 940 • • 24' 28' • 0 30" • �� 0 32' 36' • 42"• • 110.0 1 166.5 110.0 195.0 20" 24' 28" 30" J2' 36" 40' 66" 86.7 86.7 110.0 159.0 19-1/9' 26-1/2'50-5/B" 77" 42" 110.0 144.5 110.0 195.0 110.0 1381 • 110.0 195.0 73.4 73.4 110.0 120.0 99.7 104.3 110.0 195.0 110.0 •118.9 110.0 195.0 64.2 64.2 110.0 120.0 74.7 74.7 110.0 120.0 110.0 111.0 110.0 195.0 60.6 60.6 110.0 1182 65.8 65.8 110.0 120.0 104.1 1 4.1 110.0 120.0 57.5 57.5 110.0 1g12.2 19-1/8" 28-1/2' 37" 42" 96.7 104.2 110.0 195.0 92.5 • • �I • 110.0 120.0 60.0 60.0 - 74.9 77.9 110.0 120.040"• 83.3 83.3 110.0 120.0 - 60.0 60.0 - 50.0 60.0 110.0 117.0 79.3 • 79 110.0 120.0 20' 24" 28' 30' 32' 38' 72, 66.4 66.4 110.0 1 60.0 60.0 - - 20' 24' 28"• 30" 32" 36' 40'• • 42" • • • 0 • • • • 48" • • • • • • • 110.0 • •14 • 110.0 195.0 55.1 56.1 109.3 109.3 19-1 /e' 37' 63.0 63.0 110.0 120.0 110.0 4 110.0 195.0 48.9 48.9 95.3 95.3 46.6 46.6 90.9 90.9 104.1 • 104.1 110.0 120.0 46.0 45.0 89.8 89.8 59.8- 97.1 �7�1 • 110.0 120.0 43.6 43.6 85.0 85.0 37' 77' 56.3 56.3 - - 91.1 • 110.0 120.0 60.0 60.0 - - NX LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B IS USED * * SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. 80.9 40.9 110.0 120.0 32" 36' 76' 60.0 60.0 - - 728 2 110.0 120.0 60.0 60.0 - - 69.4 • 6wo 110.0 120.0 20" 24" 28" 32' 79 52.0 52.0 101.3 101.3 20' • 24'0 28" • 30' 32' 36' 40" 42' • • • . • • • • 54" 110.0 9,5 110.0 195.0 43.8 43.8 85.4 85.4 98.0 F 107.9 T 110.0 195.0 38.1 38.1 74.3 74.3 92.5 92.5 110.0 1200. 60.0 60.0 - - 84.4 86.3 110.0 1 120.0 20" 24" 25' 30" 32" 54' 41.5 41.5 80.8 BO.B 80.9 80.9 110.0 120.0 34.9 34.9 68.0 6B.0 71.9 71.9 110.0 120.0 54.5 54.5 - - 64.8 64.8 110.0 120.0 512 51.2 - - 61.7 61.7 110.0 120.0 48.3 48.3 SQUARE BEAD OF ONAL ALL GLASS TYPES _ i I i I PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17-0916.11 Expiration Date 1012612023 By Miamade P1roduct C NOTE: ' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 i N 70592 = y; ATE OF_r ltY�� drowlrtg no. W98 -10C 1 +11-, -195.0 PSF = 10.00 SQ FT. 7IIIIII1� I(sneet 40r / )� INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3318' IT z i/e" 1" MIN 2-1/2" MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELN. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION l� 13/8—'-q SEALANT I SEE ELEV. FOR SPACING Q d 4 G 31_ • DESCRIPTION SEALANT • •• • • ---� • .. f T- INSTALLATION TYPE '4' WOOD BUCK TYPE '4' • BUCK INSTALLATION BY OTHERS V)z° H a. .� IC • • • 1" MIN. z w Q W IN) F )- N 3 � n I I I d 1" MING • • INSwilL4t,TION T c. i'• • WOOD BUCK TYPE '3' t • • 2-1/2' MIN. MATERIAL: PRESSURE TREATED INSTALLATION TYPE '2' • • TYPICAL• MJGTALLATION DETAIL IL • ON AL1 FpljFj• IDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION l� TYPICAL ANCHORS Z q a p q SEE ELEV. FOR SPACING Q d 4 G 31_ SEE SHEET 6 FOR DESCRIPTION SEALANT BUCK INSTALLATION BY OTHERS ---� 1' MIN. f T- INSTALLATION TYPE '4' WOOD BUCK TYPE '4' 0 � MATERIAL: PRESSURE TREATED V)z° H a. .� IC z z w Q W IN) F )- N 3 � n I I I d 1" MING p II � C.D pQ J 2-1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' IL MATERIAL: PRESSURE TREATED TIPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION • : `► I••� • • • • • • ALUM CHANNEL • • • 3/4" X 1" X 3/4" X 1/8" • • • • • • 2-1/2" LONG • • AT ANCHOR LOCATIONS I WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I ALT, ANCHOR LOCATION THEM TO THE BUILDING STRUCTURE. WITH SHEAR CUP l� \N Z q a p q D Q d 4 G 31_ MIN. TYPICAL ANCHORS �- v o BUCK INSTALLATION BY OTHERS 1' MIN. f T- INSTALLATION TYPE '4' WOOD BUCK TYPE '4' 0 � MATERIAL: PRESSURE TREATED • : `► I••� • • • • • • ALUM CHANNEL • • • 3/4" X 1" X 3/4" X 1/8" • • • • • • 2-1/2" LONG • • AT ANCHOR LOCATIONS I WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I ALT, ANCHOR LOCATION THEM TO THE BUILDING STRUCTURE. WITH SHEAR CUP ATTACHMENT TO METAL STRUCTURES l� ANCHORS J. FOR SPACING ET 6 FOR DESCRIPTION Z q a p q METAL STRUCTURES Q d 4 G 1/8' THIO MIN. O O N �- N TYPICAL ANCHORS �- C O�v'7F D H N o M7 r ,� f T- a&�M o p 0.0 N N� 0 � V)z° H II it .� IC z w Q W IN) F )- ATTACHMENT TO METAL STRUCTURES _t U I U M o r w 1/8" MIN. H N TYPICAL ANCHORS �- C SEE ELEV_ FOR SPACING I T I SEE SHEET 6 FOR DESCRIPTION D H N o M7 r ,� f T- N N� 0 M II it II II I N 3 � n I I I y p II � C.D pQ J IL ATTACHMENT TO € APPROVED MULLIONS IY PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17-0916.11 „ G W Expiration Date 10/26/2023 0 o r Sp' ucrwsF �9O � � N.7 0592 - a, 2,3 17u,_ ®' OF � l(/ � drawing no. 'mss �1O".;C�0 W98-100. • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION I n�� a Z 1" .MIN` 2-1/2' MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION <x< c33 v I'v.i d vN 2 1/B' 1 3/6" MULLIONS 2-1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE .MA.TER1PRESSURE TREATED •••• • •••00 00 • •• _r_ By Mlam de Product Con `\T1UIU1))lii \��'s/�� • • • y • 7/8- •••• ! !,Q �' BUCK INSTALLATION BY OTHERS •• &!'t •• • • ••a BUC• INSTALLATION B1' OTHERS !!•••• ••• • 1" IN. • • • • IIOSTALL1iTlON TYPL• �3+ • WOOD BUCK TYPE '3' • • • MAIFgIAI,: PRESSURE [HEATED 421rALLATION ! • • • • • TYPICAL DETAIL • • • "ON ALL/FOURwSIDES/USING WOOD •t•• • •••• • • • ! • ••t! WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION <x< c33 v I'v.i d vN 2 1/B' a 1' MIN' MULLIONS 2-1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE .MA.TER1PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL INSTAL L AMN DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 /8• THK. MIN. ATTACHMENT TO METAL STRUCTURES 1/6' MIN. 4,5EE TYPICALANCHORSLEV. FOR SPACINGi THEET 6 FOR DESCRIPTION I�es ATTACHMENT ---T T— MULLIONS PRODUCT REVISED N NCA -No. 17-0918.11 Expiration Date 1 0/2 612 0 2 3 By Mlam de Product Con `\T1UIU1))lii \��'s/�� BUCK INSTALLATION BY OTHERS 1' MIN. INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATFRA PRESSURE TREATED TYPICAL INSTAL L AMN DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 /8• THK. MIN. ATTACHMENT TO METAL STRUCTURES 1/6' MIN. 4,5EE TYPICALANCHORSLEV. FOR SPACINGi THEET 6 FOR DESCRIPTION I�es Ir, V 11� Z m a H M �f Z� a <. 0 o��, Cc 0- W 0 G"m� vo�m Q a o o d ta O ONp�7 n W 0 lyv -o J 3 Z 0S yjy Q W A 2 F drawing no. W98-10( ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as compsIng with the Florida Building Code NCA -No. 17-0918.11 Expiration Date 1 0/2 612 0 2 3 By Mlam de Product Con `\T1UIU1))lii \��'s/�� Ir, V 11� Z m a H M �f Z� a <. 0 o��, Cc 0- W 0 G"m� vo�m Q a o o d ta O ONp�7 n W 0 lyv -o J 3 Z 0S yjy Q W A 2 F drawing no. W98-10( PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS ANCHORS W/0 SHEAR CLIP WINDOW DIMS. ANCHDRS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP WINDOW DIM.9. ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. IT 10" O.C. AT 17" O.C. AT 10" O.C. AT 17' O.C. AT 10" O.C. AT 17' O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/IM.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)TINT.(-) 20' 24' 195.0 195.0 77.2 195.0 1950 154.8 195.0 32" 36" 76" 133.2 195.0 76.4 122.2 195.0 195.0 129.0 172.0 118.4 189.5 67.9 108.6 28" 30' 32' 36' 40' 42' 36" 1 192.9 195.0 _ 110.6 147.4 20' 24' 28" 30" 32' 78' 195.0 195.0 119.1 190.5 1BOO 195.0 103.2 137.6 173.1 195.0 992_ 158.8 168.8 195.0 96.8 129.0 148.4 195.0 85.1 136.1 150.0 195.0 86.0 114.7 136.5 195.0 79.4 121.0 135.0 180.0 77.4 103.2 129.8 195.0 74.4 119.1 128.6 171.4 73.7 98.3 20' 24' 28" 32' 84' 195.0 195.0 132.7 195.0 20' 24" 28" 195.0 195.0 132.7 176.9 195.0 195.0 110.6 165.9 192.9 195.0 110.6 147.4 165.3 195.0 94.8 142.2 165.3 195.0 94.8 126.4 154.3 195.0 88.5 132.7 30' 32' 36' 40" 42" 42' 154.3 195.0 88.5 117.9 ANCHORS I 1 1 W/0 SHEAR CLIP 1 ANCHORS WITH SHEAR 144.6 192.9 82.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3 66.3 88.5 110.2 146.9 63.2 84.2 20' 24' 2B" 30" 32' 36" 40' 42' 48" 195.0 195.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 195.0 110.6 138.2 18G.0 195.0 103.2 129.0 168.8 195.0 96.8 120.9 150.0 187.5 86.0 107.5 135.0 168.8 77.4 96.8 128.6 160.7 73.7 92.1 20' 24' 28' 30' 32' 36' 40• 42' 54'160.0 0• • • 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 195.0 91.7 137.6 150.0 1950. 86.0 129.0 133.3 195.0 76.4 114.7 120.0 180.0 68.8 103.2 114.3 171.4 65.5 98.3 20195.0 24" 28' 30' 32' 36" 42' • • • •180.0 0 ti Si„ be 08* • 195 123.8 185.8 195! 103.2 154.8 0 154.3 195 88.5 132.7 144.0 0 0 195W 82.5 1239 135.0 •19 77.4 116.1 120.0 se 14V 68.8 103.2 • •182.0 61.9 92.9 • 1 59.0 88.5 20" 24' 28" 30" 32' 36" 40' boo** • 66"• 0011115.0 140.7 195.0 19 117.3 164.2 195.0 100.5 140.7 0 0 *00 93.8 131.3 N87. • 0 88.0 123.1 190.9 78.2 109.5 70.4 98.5 20' 24' 28' 30• 32" 36' t•••• • ••• 72' 19iO 129.0 180.6 195.0 107.5 1505 160.7 195.0 92.1 129.0 150.0 195.0 86.0 1 120.4 140.6 195.0 80.6 112.9 125.0 175.0 71.7 100.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10' O.C. AT 17' O.C. AT 10' O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/94T.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 19-1/8" 26-1/2' 37' 26' 195.0 195.0 149.4 195.0 195.0 195.0 107.8 161.8 195.0 195.0 77.2 115.9 19-1/8" 28-1/2' 37' 38-3/8' 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 136.9 182.6 78.5 104.7 19-1/6' 26-1/2" 37" 50-5/8' 195.0 195.0 153.5 191.9 193.2 195.0 110.6 138.5 138.4 173.0 79.3 99.2 19-1/8' 26-1/2" 37' 42' 63' 1 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 717.2 194.8 63.8 111.6 98.0 171.4 56.2 98.3 19-1/B' 26-1/2" 37' 74-1/4" 195.0 195.0 130.8 195.0 154.7 195.0 94.4 151.1 117.9 186.6 67.6 108.1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. KWIK-CON II BY 'HILTI' (Fu -163 KSI, Fy-157 KSI) 1/4"61A, ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Y14 SMS OR SF1F DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -RADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. PRODUCT REVISED 11111111I1171j as complying with the FloridaJp.D • AHRs _777 Building Code ` )�;•• uCENSF •'•,O i NOA-No. 17-0918.11 Ex lmtlon Date 10126572023 No.70592 By mlamade Product Conv 1 U 1 OF �� CEP 0 ..).i 'i. t*•`..• R101;..•."w� O drawing no. N98-1 OC • •001 • 0 0 • • • 0000 •0• • • • •00• • ••00 • 0 0.004 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT WIDTH HEIGHT 20' 24' 28" 30" 32' 36" 40 42' 36' 110.0 19 110.0 19 110.0 18 110.0 18 110.0 17 110.0 17 1058-T14 97.0 1 12 20" 24" 28' 30' 32" 36' 40" 42" 42" 110.0 17 110.0 15. 106.9 14i 103.5 14 1003 13 97.0 121 95.2 121 95.0 121 20" 24" 28" 30" 32' 36" 40" 42" 46' 110.0 19; 110.D 17: 110.0 IN 110.0 15, 109.1 12C 103.5 12C 99.8 12C 95.0 12C 20" 24" 28' 30' 32' 36" 40' 42' 54' 110.0 17, 110.0 152 99,8 12C 95.5 12C 91.9 120 86.2 118 82.2 112 80.5 110 20" • 24' • 28" • 30' • 32" 38" 40' 42" • • • • • • • • et�0 • • • 170.0 153 • 97.0 133 86.8 41119 82.6 ?l • 79.4 108. 73.9 X01. 60.0 60.0 60, 20' 24" 28' 30" 32' 38" 40' • • • ��•4120. • 10.0-11 107.6 •71. 1 0. r87.3 I }9! •Vi 60.1 20" 24 28 30" 32' 36' • 000 • • •2� • 0••0 110.0 1747 97.0 •120. 136.0. 81.7 112 77.9 106. 60.0 BOX PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 20' 24' 28' 30' 32' 36' 76' 105.8 120.0 90.9 120.0 80.5 110.3 76.3 1 D4.7 60.0 60.0 80.0 60.0 20' 24" 28' 30" 32" 78" 102.7 120.0 68.2 120.0 77.9 120.0 73.9 101.3 50.0 60.0 20' 24" 28' 30' 32" 84' 110.0 1 120.0 97.0 120.0 85.5 117.3 60.0 60.0 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 19-1/8' 26-1/2" 37' 42' 26' 110.0 195.0 110.0 195.0 110.0 184.2 110.0 152.4 19-1/8" 26-1/2" 37' 42' 38-3/8' 110.0 195.0 110.0 172.6 110.D 156.3 95.7 120.0 19-1/8" 26-1/2' 37" 42' 50-5/8" 110.0 195.0 110.0 154.7 94.0 120.0 89.8 120.0 19-1/8" 26-1/2" 37' 42" 63' 109.3 149.9 84.6 116.2 67.9 93.1 60.0 60.0 19-1/8" 26-1/2' 37" 74-1/4' 110.0 154.8 86.4 118.5 60.0 60.0 19-1/8" 26-1/2' 37' 76" 109.9 120.0 84.0 115.2 60.0 50.0 19-1/8" 26-1/2' 37' 77' 108.3 120.0 827 113.4 60.0 60.0 1 • TYPICAL ANCHORS. SEE ELEV, FOR SPACING • 1/4" DIA KWIK-CON it BY 'HILTI' (Fu=163 K51, Fy=157 KSI) • DIRECTLY INTO CONC. OR MASONRY • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • OB - 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) DIRECTLY INTO CONC. OR FILLED BLOCK •• 1-1/4" MIN. EMBED INTO CONCRETE • 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS • • C - 414 SMS (GRADE 2 CRS) 00 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �• 1-1/2" MIN. PENETRATION INTO WOOD 1 TYPICAL EDGE DISTANCE • INTO CONCRETE AND MASONRY - 2-1/2" MIN. • INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. j 1f14 SMS &L -L JAT 6"FROM ENDS" O.C. MAX. AT JAMBS ��-4" O.C, MAX. AT HEAD/SILL'! U�1UL174 SMs AT 6" FROM ENDS 77" O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL � 3 y SIN G. d d " ` +' ITYPICAL ANCHORS TYPE 'A' OR 'B' AT 6' FROM ENDS AND 2 1/2" MIN. I 17 O.C. MAX. AT JAMBS EDCE DIST. 17" O.C. MAX. AT HEAD/SILL I TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 1 T O.C. MAX. AT JAMBS 1" MIN 24" O.C. MAX. AT HEAD/SILL y�U Z � � y m q Q: 10 0 C D� 080',- 0 GVir0 D>ro Q aoo ��Zo7 Q w�fi m O Q�mf Id INSTALLATION TYPE '5' INSTALLATION TYPE '6' 213Y WOOD BUCK OR WOOD STRUCNRES O 4 $ X R TYPICAL INSTALLATION DETAIL PRODUCT REVISED ON ALL FOUR SIDEVUSING ALUMINUM BUCK SYSTEM as complying with the Florida Building Code c w S NDA -No. 17-0918.11 Expiration Date 1 012 612 02 3 2.500 .645 r 645 .065 By Miam a e Pro uct Co I .065 -{.592 j^- O m I I .562 1.125�® 1111 f7 m ��'�,••aGENSF + i 1.436 .125 .903 = Mo. 70592 �_ ' a S $ ALUMINUM BUCK OPTIONAL COVER 6063-T6 6063-T6 'Zo OF drawing no. w98-100 MIAMI•DADE MIANII—DARE COUNTY, FLORIDA a 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.Eoy/economy CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Tn Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I. I APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through I 1 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to Elie usell l;y xhe•ignajtufajtttrer or its distributors and shall be available for inspection at the job site at the request oe- he gulding filial. This NOA revises NOA No. 15--0929.13 and consists of this page 1 aM editl;nce' pages 1;-l; Fr -Z, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. PlasenciayF, F^0: • CMIAM�D�ADECOUNTY ,..� , «12411 NOA No. 17-0918.09 • Expiration Date: September 22, 2020 APpro;a1:•D1*te•:QotembCr 02, 2017 • 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 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spaccr® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) � .... � � � � � � � • .. ... .. . . .. • • • orte M. PCaseacig, P. E. • • • • • -Prod ct CoUrd'i UJiJ **rvisor " * * •NOA No. 1710918.09 Expiration Date: September 22, 2020 •; •Agprovel J?ate:. November 02, 2017 E-1 . ... • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 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 511 Edition (2014), prepared by AI-Farooq Corporation, dated 09/17/15 revised on 05/11/16, signed and sealed by Javad Ahmad, P. E. 2. GIazing 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. 14-091610 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18, • • • • • • • • • . ...•.•••.. •• ••• •• • • •• .' . • • e Aase;cw, P. E. `• ` ' •'Procj Cq"rol Umit Stu rvisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 `Appro` 1J)4e.'rb4mbL7 02, 2017 • E-2 . • : :`: : : . CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5" 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) 5. Testing Proposal issued- by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 12®•AfuCi fljri; t �liding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through•Ll of tl ,d1td103:2?/?Q with revision "H" dated 09/05/17, prepared by Al-Farooq Corporatacn,•oig d snZ scaled by Javad Abmad, P.E. • . • orge 34* 11alencia, P. E. • • 011uai•ContrVu7iit supervisor NOA No. 17-0918.09 • • • Expiration Date: September 22, 2020 Apiro EA llate: november 02, 2017 . . . . : . . . . . . .. .. . . . .. .. ... . . . ... . . E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B.. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic 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. F. STATEMENTS 1. Statement letter of conformance to FBC 5` Edition (2014) and FBC 6th Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by 7avad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22/20. • • • .' gorge iM P14sepcia, P. E. P ctrontroCt1n%%- pervisor • NOA No. 17-0918.09 Expiration Date: September 22, 2020 »Appio�al Y?atg? lloventber 02, 201.7 FLANGE & FLANGE ADAPTOR FRAME w c4 FIN FRAME 0P. • n � 50 0 c O�Jy� C1oW,4 0 a o a 8 O n9 Iz 0 Q W ,LL n Q W Qt rC EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (51H EDDTON)/2017 (67H EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I- 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 TO BE ANALYZED SEPARATELY, AND TO BE REMEWED BY BUILDING OFFICIAL. PRODUCT REVISED as complying with the Florida Building Code NCA -No. 17-0918.09 Expiration De a 09/22/2020 By gnu Iv U = ao Miami a Product Control LAMINATED GLASS INSULATING LAM. GLASS H e LARGE MISSILE IMPACT SMALL MISSILE IMPACT 9 0 -0 m W LL N o = Jam •. A 'P.• uGENSF � 7 2 k _t7. •. Y7_ a Y OF'((/w� rdrawingo na. TYPICAL ELEVATION 8" 111" FLANGE N HEAD/SILL 5-- TYP. A C -�! MTG. STILE it II F 5 5 '-_ 'ADDL. ANCHOR REDD. (SURFACE APPLIED) 24 1/2" E II ❑ F II II li ii F a O tr it5 II II 11 /. /I I plying with the Florida Building Code II II II ii ii _-lL___ ----- �r u II 11 II - II n tl 11 I I II II 1 �I B 5 11 II II II D u II 5 II 19 W10-18 Mlam D ' roduct Control ��SS� ...... � ��\ shee t 1 � FALSE MUNTINS (SURFACE APPLIED) OPTIONAL AOCL. ANCHOR RED] 24 1/2" 49 5/S' AT CENTER OF ALL D.L. OPG. D.L OPG. FIXED OR OPERADLE ABOVE 30' PANEL 1 25" AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME Al 'ANELS IDTHS HN r•NAMh, z w z 1101 '10 FLANGE WIDTH IIS ��l HEAD SILL 5" MAX. m W z / --�Wi TYP, z z h m St 0 �' n o A, � II E1 li F EQUAL LEG FRAME '15'Ii it II F FALSE MUINTINS 'ADDL. ANCHOR REDD. (SURFACE APPLIED) 24 1/2" 49 5/B" AT CENTER OF ALL PANELS OPTIONAL D.L OPG. FVED OR OFERABLE a v 78- � plying with the Florida Building Code II II II ii ii B1 11 I I II II 1 5 u II By— EQUAL LEG FRAME '15'Ii FALSE MUINTINS 'ADDL. ANCHOR REDD. (SURFACE APPLIED) 24 1/2" 49 5/B" AT CENTER OF ALL PANELS OPTIONAL D.L OPG. FVED OR OFERABLE ABOVE 30" PANEL WIDTHS 78- AT HEAD/SILL EQUAL LEG FRAME '15'Ii DUCT REVISED 70582 plying with the Florida Building Code = NOA-No. 17.0918.09Expiration Date 9/22/2020• drewinga of.�` no. By— W10-18 Mlam D ' roduct Control ��SS� ...... � ��\ shee t 1 ' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D, MTG. RAIL GLASS TYPES GLASS TYPES Tk'A1', '11VIll' WIDTH HEIGHT MOTH HEIGHTEXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2' 37' 53-1/8" 74" 26" 25-1/2' 36" 52-1/8" 73" 25' 65.0 65.0 80.0 90.0 65.0 85.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2' 37" 1 53-1/8" 74' 38-3/e' 25-1/2' 36" 52-1/8' 73" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 60.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2' ' 37 53-1/5" 74' T 50-5/8' / 25-1/2" 36" 52-1/8" 73' 49-5/8" 85.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 854 80.0 90.0 26-1/2' 37' 53-1/8" 74" 63' 25-1/2" 36" 52-1/8" 73' 62" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 63.02 80.0 90.0 60.2 60 80.0 90.0 (1/2W) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH i �, 0000 'XO OR OX' • 0000 .. . 0000 14" iYP. • • • BUCK DIA • )<i" TTP. • 0000 • •• • 0000•• • 0000 • • FIANGEOFR�FLE• 0 •00• • •0• 00.0.0 • • FLANGE DIMS _ 0000 • -�-i- 0000 • 0000 0000.. DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAH. H.D. MTG. RAIL H.D. MTG. BAIL GLASS TYPES GLASS TYPES GLASS TYPES 'A'k'Al', 'B'k'Bl' '8' k 'B1' 'C' k 'CI' WIDTH HEIGHT WIDTH HEIGHT DCT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4' S-15/16 83-1/2" 26' 54-3/4" 7-15/16 82-1/2' 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 85.0 65.0 80.0 90.0 55.0 65.0 55-3/4" 8-15/16 83-1/2" 38-3/8' 54-3/4' 7-15/16 82-1/2" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 85.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 8-15/16 83-1/2' 50-5/8' 54-3/4" -15/16 82-1/2' 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4" 5/16 1/2' 63' 54-3/4' 7-15/16 82-1/2' 62" 65.0 65.0 80.0 90.0 65.0 - - - - 65.0 N!N2 - - - 65.0 (1/3w) (2/3W) v OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' BUCK DIMS F -EQUAL LEG FRAME • •� 0000.. 0000.. 0 0E, 004004110 0 "T 000 E4 E4 STD. MTG RAIL: H.D. MTG. RAIL: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By - Mlam -Da ro uct Control BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS _ P FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 '�;•' VGENSF • 0.00 ' • ATE OF ' •[ir (/: � U � C I 0 n n O Lu N � N in N n 3 NM i n cj v CZLM 30=,. o S drawing no. W10-18 X) • •A DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL K.D. MTG. RAIL GLASS TYPES GLASS TYPES 'A'A'Al', ' viii1' 'B' & 'Dl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4- 111" 26" 73" 105-1/4" 110' 25' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111' 38-3/8' 73" 105-1/4" 110' 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 55.0 65.0 80.0 90.0 74" 106-1/4' 111' 50-5/8' 73" 105-1/4" 110" 49-5/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4" 111' 63" 73" 105-1/4" 110' 62" 65.0 65.0 80.0 90.D 61.E 61.6 80.0 90.0 60.0 60.0 80.0 90.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' • •••• •11E •1i. 8UCK MS • • -� )S' TYP. • •• • • • 3 • • • • ••• FLANGE FRAME •• •• • • FLANGE•DIMS • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIALS. (I/3W) (I (1/3W) i qW) i5 .i � 74' 106-1/4" 111' a OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' • •••• •11E •1i. 8UCK MS • • -� )S' TYP. • •• • • • 3 • • • • ••• FLANGE FRAME •• •• • • FLANGE•DIMS • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIALS. STD. MTG. RAIL B.D. MTG. RAIL B.D. MTG. RAL'. GLLSS TYPES GLASS TYPES GLASS TYPES 'A'A'AI', '111'81' 'D' A '8l' 'C' A: 'Cl' WIDTH HEIGHT WIDTH HEIGHT EHL(+) INT.(-) E)R.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4" 111' 26" 73" 105-1/4' 110' 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74' 106-1/4" 38-3/8- 73' 105-1/4" 110" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74" 106-1/4- 111' 50-5/8" 73' 105-1/4" 110' 49-5/8' 1 85.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 74' 106-1/4' 111' 63" 73' 105-1/4' 110" 62" 65.0 65.0 80.0 80.0 e5.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (1/4W) (I/2W) (I /4w) ii OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUCT REVISED ns eompl ng with the Florida Building ode NOA-No. 17-0918.09 Expiration Date 09/22/2020 BY / Miami-070"roduet Contro BUCK DIMS BUCK DIMS , EQUAL LEG FRAME F,-C-ANGE ADAPTOR FRAME FLANGE DIMS _ FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 �n a 0C of 0 W 0 :1--N o r 0 M n '0 h C z: 30 - 0� U o: I A ...F I . N . 70592 OF '.Eye drawing v no. W1 0-18 E5 • • • • • ••••••• • • • • • • •Y• '�j�e�/��I E4 �J�V E4 STD, MTG. RAIL: H.D. MTG. RAIL: NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 �n a 0C of 0 W 0 :1--N o r 0 M n '0 h C z: 30 - 0� U o: I A ...F I . N . 70592 OF '.Eye drawing v no. W1 0-18 I 0/2w) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) as complying with the Florida Building BUCK DIMS. STD. MTG. RAI. H.D. MTG. RAIL GLASS TYPESGLASS TYPES 'A'h'AI', VVEl' 'D' k '111' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2' 36" 52-1/8" 73" 25" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 55.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36' 73" 37-3/8"52-1/8" 65.0 65.0 80.0 80.0 65.0 80.0 65.0 80.0 60.0 65.0 80.0 80.0 25-1/2" 52-1/8" 65.0 65.0 80.0 80.036"49-5/8• C65.0800 65.0 80.0 80.0 65.0 80.0 80.0 65,0 0.0 80.0 36' 52-1/A° 73' 82, 65.0 80.0 80.0 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 60.2 60.2 80.0 80.0 I 0/2w) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' (1/3W) (2/3W) G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) as complying with the Florida Building HUCF DIMS. STD. MTG. RAIL H.D. 1ITG. RAIL H.D. MTG. RAM GLASS TYPES GLASS TYPES CLASS TYPES 'A1&.A11' V A Ti, C. A 'C1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4' -15/16 82-1/2' 25" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 50.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/16 82-1/2' 37-3/8- 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/16 82-1/2" 49-5/8' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - 65.0 65.0 54-3/4' 7-15/16 82-1/2' 62' 65.0 65.0 80.0 80.065.0 65.0 - - - - 65.0 85.0 (1/3W) (2/3W) G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISEDL%t- v as complying with the Florida Building I W .. .. .. • 0 2. N • •••• • •• I Gj •••• 0�N N • • • O wIu • • • E4 BUCK DIMS ••••• • • • • •• • • • • • • •••••• H.D. MTG. RAIL: IY z�N a wa_ o • • • • FIN FRAME • ••• s • ••• •••••• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISEDL%t- v as complying with the Florida Building I W .. .. .. • 0 2. N BY • Miami -Da rouc ControlIL I Gj 0�N N O wIu 0 OR 'M E4 ci C Ld i >m E4 ST D. MTG. RAIL: H.D. MTG. RAIL: NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISEDL%t- v as complying with the Florida Building Code NOA-No.17-0918.09 W Expiration Oat. 09/22/2020 0 2. N BY Q� zn Miami -Da rouc ControlIL I Gj 0�N N O wIu 0 OR 'M ci C Ld i >m o IL Q S 0G'2 IY z�N a wa_ o ,j z M aW0E e 4 FIN FRAME =` No. 70592 S\, -Yi: :ti7 o E Q•', OF�� drawing no. s�_ • fD"... W10-181 • i • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES 'ATAI', 'BVIll' 'B' k 'Bl' WIDTH HEIGHT INT.(-) EM.(+) INT.(-) 73" 105-1/4" 110' 25' 80.0 80.0 ]6�5.065.0 80.0 80.0 6 B0.0 80.0 73" 105-1/4' 110" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 80.0 80.0 73' 105-1/4' 110' 49-5/8" 65.0 80.0 80.0 65.0 80.0 80.0 65.0 80.0 80.0 g65.0 73' 105-1/4" 110" 62' 65.0 80.0 80.0 61.6 80.0 80.0 60.0 80.0 80.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' • • • • • • BUCK DIMS • • • • • • •• •• FIN FRAME • •••• • •••••• • ES • • • • • E21 1••• • • • • • . DESIGN LOAD CAPAC[TY - PSF (XOX SIZES) as wmplIng With the Florida Building (1/3W) (1/3W) (1/3W) H.D. MTG. RAH. H.D. life. RAIL GLASS TYPES GUS" TYPES GUM TYPES 'A'4'Al', 'BV81' 'B' k 111' 'C' k 'Cl' WIDTH HEIGHT EXT.(+) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' • • • • • • BUCK DIMS • • • • • • •• •• FIN FRAME • •••• • •••••• • ES • • • • • E21 1••• • • • • • . DESIGN LOAD CAPAC[TY - PSF (XOX SIZES) as wmplIng With the Florida Building BUCK DIMS. STD. MTG. RUL H.D. MTG. RAH. H.D. life. RAIL GLASS TYPES GUS" TYPES GUM TYPES 'A'4'Al', 'BV81' 'B' k 111' 'C' k 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4' 110" 25" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 60.0 60.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4" 110" 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73' 105-1/4' 110- 49-5/8' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.D 73' 105-1/4' 110" 62" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (1/2W) (I 4W) �J a OPERATING VENTS TO BE 1/4, OF THE WINDOW WIDTH 'xox' NOTE: GLASS CAPACITIES ON THIS SHEET ARE E4 Ea BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION STD, MTG, RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT OCA05 -DEC-219 PRODUCT REVISED as wmplIng With the Florida Building Code Non -No. 17-0918.09 Z m Expiration Date 09/22/2020 a By Q ZH Miami ad roduct Con rol m Oa Ci O o OIL Wwµ`✓ SOC O �y^ V �Ojm o 0am a w 0 :1 mV�l JpJ m a W O LL O JUM�d a III m jw w FIN FRAME 0c se OF •lye drawing no. s • • • • • • / 1/8" ANN. GLASS .075' Interlayer 075" Interlayer Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Interloyer .090' Interlayer Saflex Clear And Color Gloss SoOex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Interlayer .090" Interloyer SentryGlas SentryGlas Kuraray America, Inc.' Kuraroy America, Inc.' OR OR 090' Interlayer .090" Interlayer Tresifol PVB Trosifol PVB By 'Kuraray America, Inc' By 'Kuraray America, Inc.' 1/5" HEAT STREWD GLASS 1/8" ANN. GLASS m SILICONE z GE 1200 z P? DOW CORNING 899 m DOW CORNING 995 Mt ^� L a / O W EB X AT t/4 POINTS ON LITES ` w M7 WIDER TWIN 36' GLASS TYPE 'A' 5/16- NOMINAL LAM. GLASS r HEAT STREN'D GLASS .075' Interlayer �v Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Interlayer SoOex Clear And Color Glass By 'Eastman Chemical Co.' � m OR .090" Interlayer 1 /8' HEAT STREN'D GLASS SentryGlas 0 i q Kuraray America, Inc.' OR Q f 090' Interlayer .075" Interlayer Tresifol PVB a' O By 'Kuraray America, Inc' Saflex CP With PET Core 1/5" HEAT STREWD GLASS l SILICONE O'Eastman Chemical Co.' GE 1200 5 N J a /DOW CORNING 899 R 090" Interlayer SentryGlas / DOW CORNING 995 C / O a � w ' AT 1/4 POINTS ON LITES W M7 W,OER THAN 36' GLASS TYPE 'B' 5/16' NOMINAL LAM. CLASS 1/8" ANN. GLASS 1/8' HEAT STREN'D GLASS 075" Interlayer .075" Interlayer Soflex CP WithPET Core Saflex CP With PET Care By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Intertayer .090' Interloyer Saflex Clear And Color Class Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR 1/4" AIR SPACE•y .090" Interloyer 1/4' AIR SPACE .090" Interlayer • •SantryGMa 1 Z92"'y hs • By Kurora America, Inc.' By Kuraroy America, Inc.' ty✓i"•aYN. GLASS • • OR • • 1 OR • • .090" Intatla e} • 1 /8" HEAT STREN'0 GLASS .090" Intertayer Trosifol PVS� • Trasifal PVB • • • • • • By •Kuror&y America, Inc.' ` By 'Kuraray America, Inc.' • • T-1/8• A R.: LAYS 1/8' HEAT STREN'D GLASS • • • • �' • • SI►IQONFj • SILICONE • z m • • E 1260 z m GE 1200 2 C/ Ee AT 1/4 POINTS ON LITES W M7 WIOER THAN 36' GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS 1/8" HEAT STREN'D GLASS .075' Interlayer 1/4- AIR SPACE Saflex CP With PET Care 'Eastman Chemical Co.' OR 090" Intedayer 1/8" HEAT STREN'D GLASS SentryGlas • • • • "V6 WG 899 DOW CORNING 899 • Mi DOW COR -NTNG 995 , M1 DOW CORNING 995 I • f�E SPACER ! ! �I XL EDGE SPACER • • • • ij • •TEEL BY 'CARDINAL' I ! !I ST. STEEL BY 'CARDINAL' • OR QQjjii A a AAAL BY 'QUANEX' W DURASEAL BY 'QUANEX' • • • • O •Q(� O OR • W • • •SUPER SPACER BY 'QUANEX' W Eg SUPER SPACER BY 'QUANEX' • •• W / • • • • W M7 AT 1/4:OIW ALL•SIZES W M7 AT 1/4 POINTS ALL SIZES ••• • • • • I&M9S TYi STYYPE 'Al' ��lSS TYPE 'B 1' 0.70' OVERALL INSUL LAM. GLASS 0.70" OVERALL INSUL LAM. GLASS ( S. M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPAC7 RATING EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' & 'C1' MUST BE TEMPERED. By Kuraray America, Inc. r1/8" HEAT STREN'D GLASS / SILICONE z m GE 1200 ym DOW CORNING 899 \ 7 MI :i ,; . DOW CORNING 995 �i XL EDGE SPACER Ii ST. STEEL BY 'CARDINAL' OR 9 DURASEAL BY 'OUANEX' OH OR P5 E9 SUPER SPACER BY 'QUANEY' W M7 AT 1/4 POINTS ALL SIZES GLASS TYPE E 'Cl E 'C1' 0.70' OVERALL INSUL. LAM. GLASS G m 0 R -C CSN o N M n 00 M n c Z � 30=� U M t,��r7 70692 \ $• Q••'�� drowi190 no. PRODUCT REVISED �v s complying with the Florida Building Code NOA-No. 17-0918.09 � m 1 /8' HEAT STREN'D GLASS Expiration Date 09!22(2020 0 i q By Q f .075" Interlayer Miam a roduet ontroll a' O Saflex CP With PET Core 0 �{ O'Eastman Chemical Co.' 5 N J a R 090" Interlayer SentryGlas Q. O t p 0 t R a7 By 'Kuraroy America, Inc.' o CI m O'szm o 0 7/8" HEAT STREN'D GLASS SILICONE m �' K ZZ7 N z f� GE 1200 DOW CORNING 899 Q w N c ? p f m g M1 DOW CORNING 995 0 0 g J yy� W N f F 2 C/ Ee AT 1/4 POINTS ON LITES W M7 WIOER THAN 36' GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS 1/8" HEAT STREN'D GLASS .075' Interlayer 1/4- AIR SPACE Saflex CP With PET Care 'Eastman Chemical Co.' OR 090" Intedayer 1/8" HEAT STREN'D GLASS SentryGlas • • • • "V6 WG 899 DOW CORNING 899 • Mi DOW COR -NTNG 995 , M1 DOW CORNING 995 I • f�E SPACER ! ! �I XL EDGE SPACER • • • • ij • •TEEL BY 'CARDINAL' I ! !I ST. STEEL BY 'CARDINAL' • OR QQjjii A a AAAL BY 'QUANEX' W DURASEAL BY 'QUANEX' • • • • O •Q(� O OR • W • • •SUPER SPACER BY 'QUANEX' W Eg SUPER SPACER BY 'QUANEX' • •• W / • • • • W M7 AT 1/4:OIW ALL•SIZES W M7 AT 1/4 POINTS ALL SIZES ••• • • • • I&M9S TYi STYYPE 'Al' ��lSS TYPE 'B 1' 0.70' OVERALL INSUL LAM. GLASS 0.70" OVERALL INSUL LAM. GLASS ( S. M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPAC7 RATING EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' & 'C1' MUST BE TEMPERED. By Kuraray America, Inc. r1/8" HEAT STREN'D GLASS / SILICONE z m GE 1200 ym DOW CORNING 899 \ 7 MI :i ,; . DOW CORNING 995 �i XL EDGE SPACER Ii ST. STEEL BY 'CARDINAL' OR 9 DURASEAL BY 'OUANEX' OH OR P5 E9 SUPER SPACER BY 'QUANEY' W M7 AT 1/4 POINTS ALL SIZES GLASS TYPE E 'Cl E 'C1' 0.70' OVERALL INSUL. LAM. GLASS G m 0 R -C CSN o N M n 00 M n c Z � 30=� U M t,��r7 70692 \ $• Q••'�� drowi190 no. WOOD BUCK. .a :Q JI O 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST:' � Z \ N FLANGE & FLANGE ADAPTOR FRAME ,HORS C --------------------- r ------,� I MKMI-DARE COUNTY APPROVED I� I MULLION & MULLION ANCHORS I I SEE SEPARATE NOA �1 I I� I EDGE DIST. i I I _77 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (FU -177 KSI. Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRILL 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN EMBED INTO BLOCKS (JAMBS) • • IIp #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE •• •• • r !I STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) as complying with the Florida Building Code (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • TYPICAL EDGE DISTANCE Expiration Date 09/22/2020 INTO CONCRETE AND MASONRY - 2-1/2' MIN. By INTO WOOD STRUCTURE = 1' MIN. Miami-D� a Product Control INTO METAL STRUCTURE - 3/4" MIN. ..... w2 • • � . .. . • • • • W1 Wl = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH 111Un III/" • • � ••• � • ••• wa • i B �• • / • • I • • • > .. EDGE IST. TYPICAL ANCHORS IBY SEE ELEV. WOOD BUCK FOR SPACING FLANGE & FLANGE ADAPTOR FRAME ,HORS C --------------------- r ------,� I MKMI-DARE COUNTY APPROVED I� I MULLION & MULLION ANCHORS I I SEE SEPARATE NOA �1 I I� I EDGE DIST. i I I _77 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (FU -177 KSI. Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRILL 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN EMBED INTO BLOCKS (JAMBS) END WITH PLASTIC COVER....... �� 9 � W2 - 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END ��'•JGENSF ••• W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END _ 7 a k �� • OF �'Cy� drawing o no. ',rrS/Il IIAI 1`01111 sheet 5 of 11 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) PRODUCT REVISED STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) as complying with the Florida Building Code (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) NOA-No. 17-0918.09 TYPICAL EDGE DISTANCE Expiration Date 09/22/2020 INTO CONCRETE AND MASONRY - 2-1/2' MIN. By INTO WOOD STRUCTURE = 1' MIN. Miami-D� a Product Control INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW/FIUED BLOCK AT JAMBS Pm - 2000 PSI MIN. WEEPHOLES: Wl = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH 111Un III/" END WITH PLASTIC COVER....... �� 9 � W2 - 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END ��'•JGENSF ••• W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END _ 7 a k �� • OF �'Cy� drawing o no. ',rrS/Il IIAI 1`01111 sheet 5 of 11 • 1/4- MAX. SHIMS TYPICAL ANCHORS SEE ELEV.- FOR SPACING O m, O VENT O —� -SCREENS OPTIONAL�E-_EL lay WOOD BUCKS XON—�_ LAYOUT I Y�YOUT EXTERIOR MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA - - - 1ILI-I'l •••• • •TYPICAL ANCHORS • • • • • • • • SEE ELEV, FOR SPACING •e•• • • • • 1/4' 111A. • • • 81 •••• • VE7VT WIDTH • • 1 "IVI•ANCHORS • • 1 SEE ELEV. • • • • • �� SPACING • • 1 • • • ___ • METAL STRUCTURE • • • • • �• • - - OPRUNAL•-- =SCREENS t• • • • E6 / •••• lt•: FLANGE 1/4" MAX. SHIMS 0 2 WOOD B K R W000 STRl1CNR TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE ..00K - TO LOCK ADTH 1/4" MAX. SHIMS^ OO TYPICAL ANCHORS SEE ELEV. XO LAYOUT EXTERIOR c FLANGE ADAPTOR FRAME �� n 0 z m� FLANGE ADAPTOR FRAME 0 g w z 1/2" TYP. 6 Sul o OOW�` U IL 0t oaog N C ON Q W > G Q LZiO 2 _ U� O � J C 1 Ea 0I-. W R La C D FN o n 2 0 r O 3 n d_ O Z 30¢ � 1 3� 3 c FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 ',� 4" AND 6 APPLY TO BOTH FLANGE FRAME AND o 0 0 o FLANGE ADAPTOR FRAMES. o S ` o W c - `111111111 i�,' I e PRODUCT REVISED 7 c+ as Com 1Ing with the Florida - - w 18Y Building Code i -.w WOOD BUCKS NOA-No. 17-0918.09 o Expiration Date 09/22/2020 ' ®••, EOF �r/awing no. By_ 10 MIam7-Dad oduct Contra ` Isheet Fj of 11 SEE ELEV. �n�na METAL STRUCTURE IBY FOR SPACING WOOD BUCK .d; vd• a d a y EDGE DIST.' 1 \ w EDC DIST. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME f %r = 1. u --------- ----- = Il @ jl MIAMI -DARE COUNTY APPROVED 1 MULLION h MULLION ANCHORS O F- WLR II SEE SEPARATE NOA II w �I EDGE DIST. I a I p � II II ON`'"m O G�ti V'o�a S IC ANCHORSSEE ELEV, O C p FOR SPACING h in Jp Q W 0 li o ILZ8m EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY .J �7 m a dINTO WOOD, CONCRETE OR METAL STRUCTURES Q 2W m i r WITHOUT THE NEED OF A WOOD BUCK. I z-a/r a- MIN_ iz� WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMRTED. O M 1 PRODUCT REVISED O o plyying with the Florida BuildingGode NOA-No. 17.0918.09 L Expiration bate 09/22/2020 w O uuj d E. By N Mlaml- a roduct Control O =,Nm i N -0 3 d S Z n • 0000 • 0 0000 • • E7 0000•• •• 1 •••0• • 0•vi _ • M9 • • • 0 • I • i •••M 3 • • 0 • I0000 • 0 0 2 N•••0 W3 • E2 • • 0000 I • EDGE DIST. Y ° o TYPICAL ANCHORS IBY SEE D.EV. WOOD BUCK 'UH SPACING TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME f %r = 1. u --------- ----- = Il @ jl MIAMI -DARE COUNTY APPROVED 1 MULLION h MULLION ANCHORS O F- WLR II SEE SEPARATE NOA II w �I EDGE DIST. I a I p � II II ON`'"m O G�ti V'o�a S IC ANCHORSSEE ELEV, O C p FOR SPACING h in Jp Q W 0 li o ILZ8m EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY .J �7 m a dINTO WOOD, CONCRETE OR METAL STRUCTURES Q 2W m i r WITHOUT THE NEED OF A WOOD BUCK. I z-a/r a- MIN_ iz� WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMRTED. MIAMI -DARE COUNTY o APPROVED MULLION h MULLION ANCHORS U` p SEE SEPARATE NOA U f ¢_ BUCK WIDTH BUCK WIDTH L TYPICAL ANCHORS —3 I IIII mm SEE ELE V. FOR SPACING�)IJ! fT___ll SPWW'"''' r• 4 I ,e ''•VOEN � , 0592 8 TE OF no. al PRODUCT REVISED o plyying with the Florida BuildingGode NOA-No. 17.0918.09 L Expiration bate 09/22/2020 O uuj Er - By N Mlaml- a roduct Control O =,Nm V ul m N -0 3 d S Z n MIAMI -DARE COUNTY o APPROVED MULLION h MULLION ANCHORS U` p SEE SEPARATE NOA U f ¢_ BUCK WIDTH BUCK WIDTH L TYPICAL ANCHORS —3 I IIII mm SEE ELE V. FOR SPACING�)IJ! fT___ll SPWW'"''' r• 4 I ,e ''•VOEN � , 0592 8 TE OF no. . ILLUSTRATVE DTLS. ONLY EXT. C NOT B HOUSE NOT BY I 0000 . 0009 0000 Ip0000 0000 t 0 .,USE WI NOT BY C TYPICAL ANCHORS s7 WOOD STRUCTURE 1/4' MAX. VOT BY CGI \ GAP 1/2' MIN. TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (Fu - 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD m FIN FRAME �4mm M 0 O Z °' a PRODUCT REVISED Qf as eompl Ing with the Florida Building da 17-0918.09 ? a` NOA-No. OWry Expiration Date 09/22/2020 L O By 0v) 2 Miam a roduet Control a O'o -M o O a o 0 o�pi Hm�e OLU ry U. Q wA� J MAX. GAP 1/2' MIN. "Gg CAULKING 9 U�JUU drawing no. W10-18 [sheet R of 111 ' p--TYP. -2.113 1.015 IIIr.065 -2.440 I n o22.101 � �� .7T+05-�050 ttP. .7.�j0s �050 TYP. 1.550 1.6601 2.846 .301 96 2.348 tt0P. 1�1.T3I01 1.220 1.007 FZQ r d .050 EB 5/16" GLAZING BEAD O .700" GLAZING BEAD a <m Q W o E13 FIANCE 1.155 II 1.015 F-- FRAME HEAD O FLUSH 1.155 II 1.015 k- FRAME HEAD 065 ttP. 1.368 .745 64 MEETING RAIL 1.345 1.449 E11 NAIL FIN ADAPTER 1.39s t 456 L_.C'180 zeJ .050 �l , 1s T .060 �5-1.413-]Q 2.2641n3 FLUSH FRAME COVER SCREW COVER N W C W 0 t tyu a 2 Q Q _ O y y � O Q � Ik Z 015F 1.1 b ' 1.015 I•- I 1.140 1.788 065 TYP. T� 1.220 q__l 4.430 3.685 ttP. .065 2.885 3.930 I 3.185T'P' .065 2.885 7.043 OLOCK RAIL .060 TfP. c19 SILL FILLER 3 - n m 7.788 I 450 180 L N 0 Li C II I•�2.440 F--2.440 .553 0 .050 % 1 j FRAME SILLt.o Q2 FLANGE FRAME SILL ¢2 FLUSH t' S 065 I TIP. J� 2.310 1.220 E23 FLANGE ADAPTOR O 0 Y 3 N I o 3i n Z .-. 3 00 R �¢ 2.737 2.737 O 7.043 � ALT. LOCK RAIL 1Trp. p65 Typ.1 � 1.892 2.505 • 941 ! • • 2.613 2.505 2.613 _ •!!• •• • 065 TYR 2.795 PRODUCT REVISED as coin 1 In with the Florida P Building Code o $ •• • • •1.000 .9 • • • • I •.500 .9911 • • J.23j a • • 2.737 7.075 FT N 17-122/20 9 u 4 9 z z .O �'L�ANGE FRPIAG JAMB (MOVING) FLUSH FRAME JAMB (MOVING) pirati Explratio� /22/2020 B Y Mlami-0ad roduct Control `1711III 1111"j'505 �Q`.• iii o • -1 W $ g $ • • • • • • •--{ .Std }- **gas* • • _ • • • • • • t 4 • • • .065 TYP. • • .611 • • • • • 2.505 .065 ttP 1.043 E6 HANDLE RAIL 1.015 • • 1.015 *1,1125 95 2.5001.745-I ®•.. 5 TE OF =�� no. 1245- -., - moR••�� ''7j7s,®A�17��` ;drawing � W10-18 E12 FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) E7 SASH RAIL �heet 10 of 11 • PRODUCT ED 5y a complying with thelorida 11w1dtn9 code o NOA No. 17-0918.09 a we J Expiration Data 09122/2020 C 5 n z a a By -- Q f n z Mfam 3a roduct Control Q R ' 6 U . a Cl Cr IL a s 3 w N O O FRAME TOP CORNER O N _ c ri L VENT TOP/BOTTOM CORNERS 52 0 9i d •O � � C / 0 NM I O O 3 n K/ a � Z � h 3 0 0 •••• /" J O • • • vo0 •••• • ••• •• • •••• • s • ore `ti�uuinti • • • FRAME BOTTOM CORNEEN R C • • • z 70592 f --`t,a �®' S Of ,�� drawing no. ,.. ,. %�S'•. IDS,••' \i\� _ FIXED MIG RAIL CORNER /'��s�iill�i �i�� shneet Oj of 187 0 MM AM MIAMI—DADE COUNTY, FLORIDA 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.eov/buildine 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 130" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. PW130LMI-NOA, titled "Sentinel 130 Alum Fixed Window (L-M-I-)(S.M.I.)", sheets 1 through 7 of 7, dated 05/22/19, 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. MISSILF, 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 provide'to;ho•nser by*tle manufacturer or its distributors and shall be available for inspection at the job site at'tbe reouos efte Aiafding,0fficial. This NOA revises NOA No. 17-0918.07 and consists of this l dge I Ind Wdence'pdge%'E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perg'•P Co.; • MIAMH=E COUNTY • • • • ' NOA No. 19-0603.02 • Expiration Date: September 22, 2020 q • . • r Aoproyal Date: July 03, 2019 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510.13) 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 G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.17-0918.07) 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. 15-0413.03) 2. Test reports on: 1) Uniform Static Air, Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 15-0413.03) 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. 15-04-13.03) ....... . . . 00 00: ... • ••• .' .'. Manuel • • • •�Aoduet Control xa ner . . . • " • • .' NOA No. 1 03.02 Expiration Date: September 22, 2020 • • . • • • Aeproval Date: July 03, 2019 E-� CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, Test Report No. HTL-0080-0130-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-0918.07) 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 Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to. Eastman Chemical Company (MA) . for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05%21/21. F. STATEMENTS •• .. 1. Statement letter of conformance, of comith XVC.gth Edition (2014), with FBC 6th Edition (2017) and of no fuiancild ipt@re; t,;di4d �r igust 15, 2017, issued by Al-Farooq Corporation, signed and sealeaogy Javad'Ahlnad; P.E. (Submitted under NOA No. 17-0918.07) .'. Manu a ez, P.E. • ?&dduct Con 01 aminer • • • • 90NOA . 9-0603.02 Expiration Date: September 22, 2020 •.. 0 : 0 Approval Date: July 03, 2019 E,.2 . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 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. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., 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, P.E., Supervisor, Product Control Section. (Submitted under NOA No. 15-0413.03) G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 06/25/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. PW130LMI-NOA, titled "Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)", sheets 1 through 7 of 7, dated 05/22/19, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 560 aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-19-8916, dated 04/10/19, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Small Missile Impact Test per FBC, TAS 201-94 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 series 130 and 410 aluminum fixed windows, prepared b�Teiidstratop•Te;tigg�l:sboratory, Inc., Test Report No. FTL-19-8917, dated 04/b9�19- ivied Int "edby Idalmis Ortega, P.E. •• ... .: 4 1 UJ-01,ox �•• ••• Manu P.E. T*duct Co rol E miner • • • • NOA -0603.02 Expiration Date; September 22, 2020 ... 00* . Approval Date: July 03, 2019 E-� ... . . . ... . CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company (MA) for their "Saflez CP - Saflez and Saflez B? 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 "Saflez Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 19-0219 issued by the Product Control Section, dated March 13, 2019, 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 May 22, 2019, signed and sealed by A. Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0918.07, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 130" Aluminum Fixed Window - L.M.I. approved on 11/22/17 and expiring on 09/22/20. !" "; ; .. ! !V • • 4+ ': . •. Manuel er .E. Y • • • ! ;Pioduct Control ,xa ner ' ' • • • • :' '.' NO No. 1 - 3.02 Expiration Date: September 22, 2020 see , ! • • • • • Approval Date: July 03, 2019 E 0*4 1 00! • • • FLANGE WIDTH D.L. OPC. m W D.L OPG. D.L. OPG. TYPICAL ELEVATION 6 MAX. 18• MAX. N 1 z 'HEAD/SILL A 3 SHORTER "$r441Al ANCHOR SPACING SHOWN HEREIN APPLICABLE CORNERS SIDES/B• TO FLANGE AND FLUSH FRAMES. C(rq� m y SEE SHEET 2 FOR FIN FRAMES. ,i911=D.L OPG. zIf II ----r------rr---- i /_ ii ii ii I ii 11 `—' a ii i% ii � � a II II • w II w // , 3 a II II ,f II YIIF O JL__1_1L ____ __ a II II J ____,r_____ �____ e x O ____JL _UL____ ^ = O ____JL__I _1L____ 3 U W Y II II Ili% II 11 II II °i Y J ,1-_____�____ rn w ____,r_____�____ za U J II; O II II O O M II II 11 II II II II If ii 11 ii _ II II n u z_ �r----- r--- o u u ,• om II II oN -Ir-----Tr--- �� u u II II ii ii II II 6• MAX. II I I I I II CORNERS 117'STRGH -- _—__—- _ SIDES B 3 I. B -WINDOW WIDTH l WlrypO. yy ly WINDOW yylp7}{ r — — , Ell, �� FALSE MUNTINS (SURFACE APPLIED)18• MAX. 6• MAX. FLANGE & FLAAiGEAD3IPTORFRS OPnoNu SSDESR CORNERS w• SIDES ; w; *NPIF, :130 SEN'�INEb ALU11 RA M 41IXED WINDOW EQUAL LEG FRAME WINDOW _ W WIDTH WINDOW WIDTH r� W1DTH'j L J DlSIGN LcO�AD RATINGS FOR•TH(SE WINDOWS TO AS PER WINDOI l W WIDTHWINDOW yy yy WINDOW WIDTH CH .W.WN •7'iWN ON SHiET 21 • • • • PRODUCT REVI66D r — , r — — — — 1 I('-- IDTH —I{ APAWAL APPLIES TO SINGLE UNITS OR IDE SY SIDE COMBINATIONS 05 complying with the Florida z _ Unna 3 f r OF `IX./FIX. OR FIX. W�pW'^, WITH OTHER MMMI—DP,eE COUNTY Ac Not •D IN BETWEEN QJ"W MIAMI—DADE tOUNIk A PROVED MUWONS P Drie (� j $ J i �� IN BETWEEN. • • • • • • • • ; I I ; r 3 i LOW�OESIQN PRESSLRE FROM WINDOWS P3 jMVLUON APPROVAL By WILL. gl�j jo ENTIRE SYSTEM! • • Dade L — — J I I 3 ; 3 THI PRODUCT HAS BEE" DESIdNED AND T STIED TO COMPLY WITH THE W. WIDTM•� THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. REMENTI6 OF THE 20,7 (6TH EDITION}PLOFPM BUILDING CODE INCLUDING r —I SHUTTERS ARE NOT REQUIRED. HIGH VELOCII' HURRICANE ZONE (HVHZ). • DAYLITE OP NIN S 19Y OR 28 o0D BUCKS & BOCK FASTZIt" OTHERS, MUST BE ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE ZE SIMILAR CAN BE D.L.O. HEIGHT = BUCK HEIGHT — 3.00" DE9K.•AI�D•/M6 INSTALL" NDIIEWATELY TO •TRANSFgR APPLIED PRODUCT LOADS TO IzJ. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS D.L.O. WIDTH = BUCK WIDTH — 3.00" THE 1UPING STRUCTURD. • • • ; SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. ANCHVSHALL BE CORROSIO RESISTANT, •SPACED, AS SHOWN ON DETAILS AND $ tl lllnl;t/ INST z roe: oa.n ey: _ `�� ANY LYly�y /�i illBtE BEY MD WALT trj4 I`TG OR SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WA SI G OR STUCCO. '; 1 SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) AGK ®Impact Resistant A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. L J WindOWS & DOOfS LIGENgF�((� ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. De"^Pt1O^ Date: weldmw & Doors • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT * •: No. 58705 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE TYPICAL ELEVATIONS 5/22/19 "10' t0"° °I••i•� I•I�n 6„!!I, — nl: REQUIREMENTS OF THE L IS G 017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. LAM. GLASS R—i^^: Rev. _By: Rev. Dote: PREPARED BY LYNN MILLER — -0 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR INSULATING LAbI.GLASS A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF ORIGINAL ISSUE - to70 TECHNOLOGY DRIVE ; 0 '•, 1 ; •� _ ' _ N. VENICE, FL 34275 .(� ATE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER SMALL MISSILE IMPACT - 1941)480-Tsoo :c<S,'••''ZoRIDP•.••' INFILTRATION RESISTANCE ETC. sane:/Mader scale: sneer: O,a,.; CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, LARGE MISSILE IMPACT ^s Na. Rev: N �B p �',`SZONAL AND TO BE REVIEWED BY BUILDING OFFICIAL PW -130 LMI N.T.S. 1 of 7 PW130LMI-NDA D uRIGHrs RESERVED ////1111111111` CERT. OF AUT.. #29296 %. LYNN MILLER, P.E. P.E.# 58705 0000•• 0000•• • • • 0000•• 0000 0000• 0000•• 0000•• • • 0000•• 46• < w1DTH 16' MAX. STRAIGHT SIDES �R- z W 0 U TYPICAL ELEVATION 0000 • • 0000•• • • 0000•• 0000 0000 000 • F • (SU RI • • 0000•• 0000•• 0000 • • 0000 •••••• • 00••00 ••• • • • 16" MAX, STRAIGHT SIDES FIN FRAMES PRODUCTREVISED .= —plyina with the Florida Building Code Acrepteoce No ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES �0 AO n6.: Dr— ey: SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) AGK Do ..fptl— out.: TYPICAL ELEVATIONS, CONT. 5/22/19 Rwi.ion: Rev. 8Y: Rev. Dots ORIGINAL ISSUE s.n../Nod.l: Srnls: SMet Orowinq No. R— PW-130 LMI N.T.S. 2 of 7 PW13NOLMI-NOA 0 ®Impact Resistant .` �pp1'(LYNN"/'�, ��•' •' /�(� Wing omaxxoln Doors ` L\GENSF �� m• r. tam n...,, n...• n uta. Z * f No. 58705 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 �% � �T&AW (941) 480-1600 "I I ,'•, p � � '•.<ORIOP, coavRiGI so,e �SS� E: ALLRIGK R SERVED CERT. OF AUTH. 029296 )NAL A. LYNN MICLII ik, Pl� % 1 P E.0 58705 DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSP DESIGN GOAD CAPACITY - PSF FLANGE DMS. BUCK DMS. GLASS TYPES 'C'k'CI' GIAS9 TYPES 'D'k'D1' FIANCE DOGS. BUCK DIMS. GLASS TYPES 'C'k'C1' GLASS TYPES 'D'k'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1M.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1M.(-) EXT.(+) ANT.(-) 24" 23' 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 30" 114, 29' 113, 80.0 80.0 80.0 80.0 26-1/2' 25-1/2" 80.0 80.0 80.0 80.0 36' 35" 73.0 73.0 80.0 80.0 37' 26, 36' 25, 80.0 80.0 80.0 80.0 41' 40' 81.4 61.4 80.0 80.0 48' 47' 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 53-1/8' 52-1/8" 80.0 80.0 80.0 80.0 30• 120, 29' 119, 80.0 80.0 80.0 80.0 61' 60• 80.0 80.0 80.0 80.0 36' 35"72.4 72.4 80.0 80.0 19-1/8• 18-1/6" 80.0 80.0 80.0 80.0 39' 38' 65.9 65.9 80.0 80.0 26-1/2' 25-1/2" 80.0 80.0 80.0 80.0 36" 80.0 80.0 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 37• 37-3/8' 38-3/8" 30' 121, 29' 120, 80.0 80.0 60.0 80.0 48' 47' 77.1 77.1 BD.O 80.0 36' 35' 72.3 72.3 80.0 80.0 53-1/8' 52-1/8• 77.1 77.1 80.0 80.0 39' 38' 65.8 65.8 80.0 80.0 61' 60' 77.1 77.1 80.0 80.0 19-1/8• IB -1/8' 80.0 80.0 80.0 80.0 28-1/2" 25-1/2" 80.0 80.0 80.0 80.0 36' 80.0 80.0 80.0 80.0 A2" TYP. BUCK DIMS YTYP. 48_ 50-5/8' 47'61.3 81.3 80.0 80.0 53-1/8• 52-1/B' 49-5/8' 58.0 58.0 77.4 77.4 61' 60' 58.0 58.0 77.4 77.4 FLANGE FRAME 75-1/4' 74-1/a' 58.0 58.0 77.4 77.4 93-3/4' 92-3/4' 58.0 58.0 76.5 76.5 I FLANGE DIMS I 19-1/8" 18-1/8' 80.0 80.0 80.0 80.0 25-1/2' 80.0 80.0 80.0 80.0 BUCK DIMS 37• 63' 36' 62, 80.0 80.0 80.0 80.0 48• 47• 61.3 61.3 80.0 80.0 53-1/8• 52-1/8' 55.3 55.3 73.7 73.7 61' 60' 48.0 48.0 64.0 64.0 5- 75-1/4' 74-1/4' 46.5 46.5 61.9 61.9 EQUAL LEG FRAME �l 19-1/8' lB-1/B' 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 37• 36' 78.9 78.9 80.0 80.0 BUCK DIMS 48, 76 47' 75' 61.3 61.3 80.0 80.0 53-1/8' 52-1/8" 55.3 55.3 73.7 73.7 61' 60' 48.0 48.0 64.0 64.0 L FIN FRAME J BUCK DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISION FLANGE ADAPTOR FRAME DECLARATORY STATMENT DCA05-DEC-219 �� - FLANGE DIMS -Ii WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. PRODUCTREVISED T ne: Dawn Br . `A NY LYN '�. m° plying with the Florida SENTINEL 130 ALUM FIXED WINDOW (L. M.I.)(S.M.1.) AGK ®Impact Resistald �,0 ..N�4 �% Building Code Q WIDdOWs&Doors ��,.'' L1Cl •, �� Acceptance No rl'�� /rxeeAA#�AA D-ription: Date: VIM STRONGER- Fxpintloe pal° �.{le,y '• DESIGN LOAD CHARTS 5/22/19 �!0i06 s0°•^ ••'••••� ISI••^• It ••°t * :' No. 58705 .un I . sessusss • * _ By . ......... Miami plodnq Revision: Rev. BY Rev. Date: PREPARED BY LYNN MILLER'p, G 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N. VENICE, FL 34275 0, ATE F 4u(941)480.1600F44' -4 X., ANCHOR SPACING TO BE AS PER SHEETS 1 � 2 F •. �� Senee/Abdel: Scale: Sheet Drawing No. Rev: CGPYRIGVRo tole lS... .. PW -130 LMI N.T.S. 3 or 7 PW130LMI-NOA D GGIYANnON54000R5 �i7 S/O ALL RIGHTS RESERVED 7 NAL CERT. OF AUTH. #29296 A. LYNN U LLW O4. 1 P.E.# 58705 FLANGE DWS. BUCK DOB. CG83 TYPES 'C'k'C1' GLASS TYPES 'D'k'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) ANT.(-) EM.(+) ANT.(-) 24" 30• 36' 42" 48' 54' 60' 61" 36• 23' 29• 35' 41' 47' 53• 59" 60" S5. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80'0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24• 30' 38• 42' 48" 54' 60' 61' 48" 23' 29' 35" 41' 47" 53' 59' 60• 47• 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.037' 61.3 61.3 80.0 80.0 24' 30' 36' 42• 48' 54• 60' 81' 60, 23' 29' 35' 41' 47' 53' 59' 60' 59" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.526-1/2' 48.8 48.8 65.1 65.1 48.8 48.8 85.1 65.1 24' M. 36' 42' 48' 54' 60' 600 72. • 23' 29' 35' 41' 47' 53 • 51 • 60' 71 • • • • • 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48. 1118 65.1 65.1 48.5 48. 64.0 64.0 2 30' 36• 42' 0 48p• 54 56' • • • • • 0 84" ••• • • • 23' • 29• • 35' 41' 47 . 53'0 55,• • • • • B3' • • • • SO'O 80.0 80.0 80.0 80.% 80.09 80.0 80.0 78. 80.0 80.0 70.0 70.0 80.0 80.0 61.3 1. 80.0 80.0 54.3 9W.60 72.5 72.5 52.4 52. 69.8 69.8 24 • 30• 36'� 42•• 48 • 49' • • • • • •�',• • •••• 23' • 29' 35" 41' .7 - 48' • • • • • • • • 98, • •••• 80.0 80.0 • 80.0 80.0 80.0 ".s 80.0 80.0 75.6 7 80.0 80.0 65.2 165.2 80.0 80.0 60.6 • 80.0 80.0 59.8 • 5916• 80.0 80.0 24' 30 • 36' 42' 46' • 0 9 • • • • 23" 29 35' • 41' 45' • • • • •1&1j 80.0 • R0.0 80.0 80.0 80.0 80.0 80.0 eD.a 74.6 74.6 80.0 80.0 65.7 65.7 80.0 80.0 59.3 59.3 80.0 80.0 24' 30' 36" 42' 108' 23' 29" 35' 41" 43' 107' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.8 73.8 80.0 82.4 62.a 80.0 V:22 59.1 59.1 80.0 3/8" AIR 3/16' HEAT STREN'D 3/16" ANN. GLASS .075" INTERLAYER ue/ 3/16' HEAT STREN'D GLASS .075" INTERLAYER Saflex CP With PET Core ,075' INTERLAYER 3/16' HEAT STREN'D GLASS By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Saflex CP With PET Core DOW CORNING 983 OR 3/8' AIR SPACE By Eastman Chemical Co.' .090"' INTERLAYER .090" INTERLAYER S • OR • Saflex Clear And Color Glass 1' 'Dl' .090' INTERLAYER By 'Eastman Chemical Co.' S Saflex Clear And Color Glass • OR By 'Eastman Chemical Co.' SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) .090' Interlayer Dexnpoon: OR • SentryGlas .090" Interlayer Revision: By 'Kuraray America, Inc.' R., W. SentryGlas ORIGINAL ISSUE OR By 'Kuraray America, Inc.' • • .090" Interlayer 3/16" HEAT STREN'D GLASS OR Trosifol PVB .090' Interlayer By 'Kuraray America, Inc.' M1 Trosifol PVB j� Ij SILICONE 3/16' HEAT STREN'D GLASS C By Kuraray America, Inc.' rn I'I GE SILICONE 1200 ? N 3/16" HEAT STREN'D GLASS utI !I DOW CORNING 899 II II • DOW CORNING 899 .j �j SILICONE E3 DOW CORNING 995 !I GE 1200 •• DOW NG 995 11 II DOW CORNING 983 "T E3 II !I DOW CORNING 899 jj II DOW CORNING 983 I I DOW CORNING 995 I! II ! I II DOW CORNING 983 o "a o rN, M5 AT 1/4 POINTS ON UTES W M5 AT 1/4 POINTS ON UTES 5We WIDER THAN 36' 'C' WIDER THAN 36' GLASS TYPE 7/16" OVERALL LAM. GLASS (L.M.I. & S.M.I.) GLASS TYPE 'D' 7/16. OVERALL LAM. GLASS 3/8" AIR 3/16' HEAT STREN'D HEAT STREN'D GLASS .075' INTERLAYER Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" INTERLAYER Saflex Clear And Color Glass OBy R Eastman Chemical Co.' Co Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB SILICONE 0 GE 1200 DOW CORNING 899 DOW CORNING 995 u, WDOW CORNING 983 By Kuraray America, Inc. SILICONE o•• •• G 7i • MS AT 1/4•P�IRTS OS UTES M5 MS AT 1/4 P INTS ON • • • w ? WIDER THAN 36'" 'WIDER THAN 36' • w •"CLASS TYPE 'C1'GLASS TYPE It' 1' OVERALL INSUL LAM. GLASS (L.M.I. ONLY) 1" OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Cl' & 'D1' MUST BE TEMPERED. 3/16' ANN. GLASS ue/ .075" INTERLAYER DOW CORNING 899— \ Saflex CP With PET Core 3/16' HEAT STREN'D GLASS ,PACE By 'Eastman Chemical Co.' SIUCONE DOW CORNING 983 OR 3/8' AIR SPACE .090"' INTERLAYER DOW CORNING 699 DO S • Saflex Clear And Color Glass 3/16" HEAT STREN'D GLASS 'Eastman • • By Chemical Co.' ORD • • 1' 'Dl' • • .OP'' Werlayfr S • • • Sentr•Glas • • SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) By 'Kuraray America, Inc.' Dexnpoon: • • OR* • 5/22/19 Revision: 090' IiRarloy� R., W. • ORIGINAL ISSUE Tro•fM By 'Kuraray"erica, Inc.' I • • 3/16" HEAT STREN'D GLASS M1 I' j� Ij SILICONE r C • • • • GE 1200 • • I II II • DOW CORNING 899 n • !I !j �I •• DOW NG 995 DOW CORNING 983 HEAT STREN'D GLASS .075' INTERLAYER Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" INTERLAYER Saflex Clear And Color Glass OBy R Eastman Chemical Co.' Co Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB SILICONE 0 GE 1200 DOW CORNING 899 DOW CORNING 995 u, WDOW CORNING 983 By Kuraray America, Inc. SILICONE o•• •• G 7i • MS AT 1/4•P�IRTS OS UTES M5 MS AT 1/4 P INTS ON • • • w ? WIDER THAN 36'" 'WIDER THAN 36' • w •"CLASS TYPE 'C1'GLASS TYPE It' 1' OVERALL INSUL LAM. GLASS (L.M.I. ONLY) 1" OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Cl' & 'D1' MUST BE TEMPERED. Sones/Model: I Scale: I Sheet: Ororing No.-- Rev: PW -130 LMI N.T.S. 4 of 7 PW130LMI-NOA 0 PRODUCT REVISED es complying with the FloridA Buildmg Code Aooelthooe No Dice ' ®rreeImpact Resistant�OW( ,LYN)V // •,� eatroxset41 Windows &OOB ��.'''ttCENSF'•.l`�: No. 58705 ,L T.I: i........... - PREPARED BY LYNN MILLER "9 1070 TECHNOLOGY DRIVE = }j M�ATE1 •\N. VENICE, FL 34275(941) 480-1600 iO�'. F COPYRIGH c 8119 , <ORIDP,. cc�N1NOOW5 a aooRs 'SSS/� '��G ALL krSRESERVED �/ NAL CERT. OF AUTH. #29296 A. LYNN M CL!E!R l0.0. t 1P.E.# 58705 as GE 1200 ue/ DOW CORNING 899— \ 3/16' HEAT STREN'D GLASS DOW CORNING 995 SIUCONE DOW CORNING 983 1 zoo DOW CORNING 699 DO OPTIONALGLAZING DETAIL DOW CORNING 995 MA0 MA.TYPES 1' 'Dl' DOW CORNING 983 & S rhe: Drurn By: SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) AGK Dexnpoon: Date: GLAZING DETAILS 5/22/19 Revision: R., W. Rev. Date: ORIGINAL ISSUE I Sones/Model: I Scale: I Sheet: Ororing No.-- Rev: PW -130 LMI N.T.S. 4 of 7 PW130LMI-NOA 0 PRODUCT REVISED es complying with the FloridA Buildmg Code Aooelthooe No Dice ' ®rreeImpact Resistant�OW( ,LYN)V // •,� eatroxset41 Windows &OOB ��.'''ttCENSF'•.l`�: No. 58705 ,L T.I: i........... - PREPARED BY LYNN MILLER "9 1070 TECHNOLOGY DRIVE = }j M�ATE1 •\N. VENICE, FL 34275(941) 480-1600 iO�'. F COPYRIGH c 8119 , <ORIDP,. cc�N1NOOW5 a aooRs 'SSS/� '��G ALL krSRESERVED �/ NAL CERT. OF AUTH. #29296 A. LYNN M CL!E!R l0.0. t 1P.E.# 58705 TYPICAL INSTALLATION DETAILS TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = i" MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. INTO METAL STRUCTURE = 3/4" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Vrn = 2000 PSI MIN. 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 L+7 A7��l�LLANGE � F FLANGE TYPICAL ANCHORS FLANGE 1/4" MAX. FLANGE SEE ELEV. 28Y WOOD BUCK FOR SPACING SHIMS if I! E3 I! I! OR WOOD STRUCTUR TYPICAL ANCHORS METAL STRUCTURE '1 '1 M2 3 SEE ELEV. M2 FOR SPACING a :� TYPICAL ANCHORS t III O S2 SEE ELEV FOR SPACING E7 ., I I —: — — E7 v— r S2MIN --- . . p 'TYPICAL AACHORS I! I! M2 A. 3 .. ^. I —*SEE ELEV. ^ E3 I� 11 v N 18Y FOR SPACING II 11 \ WOOD BUCK v > E1 E3 1/4" MAX RODUCT REV1SEa s complying with the Florida EQUAL LEG EQUAL LEG SHIMS EQUAL LEGEz 3uilding Code EQUAL LEG E C Date • •• • I I �. •••••• OR WOOD BUCK A 1 WOOD STRUCTURE O M2 C1 METAL By STRUCTURE Miami Ra/OeCQmuG •• II 11 • • E3 �� • M TYPICAL ANCHORS • • • • • • • • II !1 • Z N - SEE ELEV. FOR SPACING • M3 • 2 = I Y \ • _ _ •••••• 40 •• - o _ _ M3 •• • • • • • • • • • • • M3 (aP/11�NCH.RSE • • •.i �.• ,• .. e' . FOR SPACING 'v ••••• • TYPICAL AFICHORS InCING •SEE ELEV.' ANCHORS 1BY • • • FOR SPACING WOOD BUCK • V. 7WfiGAL ANCI�S: SEE ELEV. FQR SPAICWG WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED • • •• BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA, KWIK—COIN II BY• iiILTI'(Fu=Ids KSI, F�157 KSI) #14 SMS OR F DRILLING SCREWS (GRADE 2 CRS) 1/4" DIA ULTRACON BY•'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO MIAMI—DADE APPROVED MULLIONS rtk: Drawn sy: \�� / INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) AGK Impact Resistant \ _. NN \NpNY INTO & DoorsGEN �� METAL STRUCTURES®Windows 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Description.SF'• Q�,• (3) THREADS MIN. PENETRATION BEYOND SUBTRATE ,�� i No, 58705 THRU 1 BY BUCKS INTO CONCRETE OR BLOCKS ALUMINUM: 1 /8" THK. MIN (6063—T5 MIN.) TYPICAL INSTALLATION DETAILS 5/22/19 er.e n. rssu e....., e......,....... * : l r.o sas.ussxs I r..: ....suss. 1-1/4" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) STEEL: 1/8" THK. MIN. (Fy = 35 KSI MIN.) Revision: Rev, PREPAREDBYLYNNMILLER p G _ 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) By. Rev. Date: (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 1070 TECHNOLOGY DRIVE 0311 j ORIGINAL ISSUE N. VENICE, FL 34275 % O [vim OR PAINTED DIRECTLY INTO CONCRETE OF BLOCKS ) (941)480-1600 �. O(ORLDT .•'' N�: Seriea/Abeel: Scale: Sheet: ' 1-1/4" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) Droving No. Rev: covvRGN a m.e lr ..... CGI NAND S R 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) PW-130LMI N.T.S. 5 of 7 PW130LMI-NOA D NIRIGIrt5RE5ERJED '/rNAL1E�� CERT. OF RUTH. #29296 A. LYNN MILIW,�.P P.E.M58705 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR v 1BY ^ W006 BUCK TYPICAL A rCHORS SEE ELEV. FOR SPACING 22 3/00� • 2 3/4r Mal ••••• •••••• • • • HE4 USED THJMIN. WOOD • • • • • • �i1L� DEPTH f6HA� �� 236 • • THE USE OF llS Ef+ OR • • • • • • • BEVELED WO"WVS IS • PER4IITTED. • • BUCK WIDht • • BUCK WIDTH • • � it II II I I –I I– I I II II I L N14 X 1" SMS. INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR TYPICAL ANCHORS SEE ELEV. 2BY WOOD BUCK FOR SPACING OR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR TYPICAL A SI I= FOR PRODUCTREV ISISD ns c—plyiug wilh We Florida Buildig Code A..ept�bbj5jygo.02 WOOD STRUC Date NOT BY CCI 13Y FIN FRAME Mi—i px' &jd TYPICAL ANCHORSSEE ELEV. FOR SPACING 48 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. PENETRATION INTO WOOD INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING N -- Fr ------------ ---- `NY LYNNhj�'' i� MWdI–OADE COUNTY jl MIAMI–DADE COUNTY APPROVED II WEREWnWXGM– APPROVED MULUON II MULLION h MUWON ANCHORS I I No. 58705 •, * = I PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE h MULLION ANCHORS 11 SEE SEPARATE NOA I SEE SEPARATE NDA rtes: Drc By: 11 j i SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) AGK �__---__ _ I xAptlon: �/ONALIE ,�`�� A. LYNN MILLED, T.�. P.E.# 58705 TYPICAL INSTALLATION DETAILS, CONT. 5/22/19 Revision: Rev. Oy: Rev. Dots: TYPICAL ANCHORS ORIGINAL ISSUE SEE FOR SPACING Se—I'Modal: Scots: Sheet DraxJrg No. Rev: PW -130 UMI N.T.S. 6 of 7 PW130LM1-NOA 0 0Impact Resistant Windows & UDBrsLYCENgF' `NY LYNNhj�'' WEREWnWXGM– min...., xia..x, T..: IOf.1fi.1ilf lf.: Iff.Ifl.iffi No. 58705 •, * = I PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE � _ -D ►1 N. VENICE, FL 34275 ��0 '• SATE (941) 460-1600 COPYRIGHT* X 9 ;C' i6, FG ORIO?�. • • � GN SS CGI VANM— d DOORS ALL RIG SRESERVED CERT. OF AUTH. #29296 �/ONALIE ,�`�� A. LYNN MILLED, T.�. P.E.# 58705 2.505--y 1.995 I .812 .995 .065 TYR M3 1.335--I FLANGE FRAME j^ -2.505--y .812 1.Ft.995 .065 TYP. .335 OE2 FLUSH FRAME/FIN FRAME j--1.395 �•{ TLI x.180 .050 FLUSH FRAME COVER 1.000 x.125 ILI�J. .500 �J 8 GLAZING ANGLE (LAM. INSUL. GLASS) 1 .675 r 1.450 �{I —r .180 .995 FED, 0 975 .050 P. i .550 .184+1 OE3 • ••••• • •I r BEAD (UW iLi�9§) E6 FLANGE ADAPTOR • ri2 •• • • • a i:•••• I �• • • • • 1.119 • • .995 'TY • • • • • • 22x91 • t • • • •.05Es i•�•� •� •• •• 1.081 • 1.154 •i• • 04 O GLAZING•BEAD (Ldtf. 1NFW: GLASS). •M2• • •SCREW COVER • 1.130 .085 • • . i % SS • 680 • . • .050 .395 NAIL FIN ADAPTER TTEIL El E1 PART y CGI -118 QUANTITY 4/ WOW. DESCRUMON FLANGE FRAME MATERIAL 6063-T6 um - E2 CGI -119 4/ WOW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI -121 4/ WOW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CGI -123 4/ WOW. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - E5 CGI -110 4/ WOW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI -109 4/ WOW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI -382V AS REQD. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI -124 AS REQD. SCREW COVER- OPTIONAL PVC _ M3 CGI -112 AS REQD. -FLUSH f?AME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8") 6063-T5 - MS - 2/ LITE SETTING BLOCKS EPDM DUROMETER 8515 SHORE A S2 #10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PML.. PH SMS ST/ST _ CIRCULAR WINDOWS RODUCT REVISED ucomplylag with the Florida Wilding Code k-eptanae W 13— WELDED JOINT AT ENDS T RECT. OR SQUARE WINDOWS TYP. CORNER DETAIIS TRIS: Drawn SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.) AGK Date: EXTRUSIONS, BOM 5/22/19 ReNaion: Rev. tly: Rev. Dote: ORIGINAL ISSUE .'^^ea/wooer. Scale: SMet: Orae/ng N. ---TR . Rev: PW -130 LMI N.T.S. 7 of 7 PW130LMI-N OA 0 XIIIIII/11 ®Impact Resistant ��ONY.LYNN�/ LICENSE'., ��. WERE aTLs& o0IS ��.•.• •• mea. va. n,.n, a .., n w.0 * ' No. 58705 rn..........ut - PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE = 0 ' A •' �� N. VENICE, FL 34275 0'N STATE F ,- (Vim (941)480-1800 i�`S ''•F[ORIDP,..•G��: COPVRIGNTO 2018 GQWNWa DOORS �� S/ ��/, NALI ALL RIGInS RESERVED , \\ T. OF AUTH. #29296A. LYNN MILLER, P.E. P.E.# 58705 M'®SDE MIAMI-DADE COUNTY W 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. 10100 NW 25' Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, 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/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 pfdvidej 4) 1he•aser by•the manufacturer or its distributors and shall be available for inspection at the job site at4e rd4u*tpf�j Bgilding Official. This NOA revises and renews NOA# 15-0420.08 and consists•o ethis.paAQ 1 4nc:e,6E nce pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez.,.P.E. MINA MOL D ADE COUNTY • :.. ;' ; • •NOA No. 18-0129.08 - • • Expiration Date: March 28, 2023 Imp1 Approval Date: March 29. 2018 1 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. 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. 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) 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. HTL-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 511 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 .. ... . . . . . .. • .. . . . . ... . . ... . ... ... • • • • Manue Pere , P • • ;Prgdlct Control Exa i r • ... ;' ; • • • •NOA No. 18-012 .08 Expiration Date: March 28, 2023 • • • • • � pprov. l Date: March 29. 2018 . . . . . . . . . . CGI Windows and Doors Inc. 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 5" 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 under 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. .. ... . . . . . . . • • • . . Manuel rez, E. Y • • • • • • • • • �PrfdgetContro x finer • V • • " • • • : `" :' ' •*NOA No. 18-0129.08 Expiration Date: March 28, 2023 r r r . . • • « pproval Date: March 29. 2018 E-2 • • • " r • ••• • • • ••• • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95 -13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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 5th Edition (2014), with FBC 6m Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. ......... . • . . ?:Pr;d;c Manuel Pe ezP E. t Control a er ' • • • • • •NOA No. 18- 29.08 Expiration Date: March 28, 2023 ' : Approval Date: March 29. 2018 E-3 • . . . . . . . . . . ... . . . ... . j�1.000�-- f )Y• �, .250"HO II 4ftv 125 .125 2.000 Z Mi 6p' O2.000 ZM LL O 4.000 f3 TYPICAL GLAZING PRODUCE d i U3QtN O` 2.000 4 Ix .332 w\4 5 Sx .332 w\3 CLIP ANGI DO�Nr C m 6063-T6 p > 1X2 MULLION C s r p Qaca 6063-T6 p 2.000,125 6.000 I U, Z p ma (�1.000.125 LL Z y 2 M II I 2.000 3.000 .000 J 5 $ Q I^-2.000 Q W 0Mi F 3• 3• O 3.000 12s 4.000 .125 'W' DIMENSION MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS Lu MULLION DOOR A UNIAL RF VtRS SIZ 'W' -IN. 2• 1688 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING o o 3" 2.688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. E p 4' 3.688 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED o 6' 5.688 IMPACT AND NON -IMPACT RESISTANT PRODUCTS. .E l Ix = .9502 IN\4 - a C Sx .6335 IN\3 RECTAN ARA MIN M TUBE MULLIONS IONS 1.4 IN\ S8 1.4881 N\3ONLY O = Ix = 82 LUSING MULLION PROPERTI ON Y rn N 1X3 MULLION • • • • 715 NOTES: 3 1 6063-T6 • • 2XA MULLION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a C Z REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE o- 3 • • • • • • • • • 60rb3•T6 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • •ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE • I • • • 2.0� .875 ,125 APPLICABLE BUILoj • • • • DING CODE REQUIREMENTS I.E: WIND LOAD, WATER `n U • • • • • ��-.125 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. O • L • 1 B OR 2BY WOOD BUCKS @ BUCK FASTENERS BY OTHERS, MUST BE • • 0000 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS • • • • • • TO THE BUILDING STRUCTURE. • •� • 0000 4.000 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 4 • • • • •AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ' • • x1.000 �1• • • • • 0000 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o ..... I �'MULLIONo moo .125 • • • • IP FOR 1 BY T B S A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o • • • • • : • • CGI -383 ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. - a • • • • : • • • 6063-T6 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT n $ $ $ • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE I25 • •••• • • • • .00 6.000 • REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. • • • • • • '• • • • 1.700 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE -,.0- INFORMATION • • • FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY • 4.000 • • • .125 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 00-F • • • WATER INFILTRATION RESISTANCE ETC. L-2 •••• INSTRUCTIONS: CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,•USE CHARTS AND GRAPHS AS FOLLOWS. AND TO BE REVIEWED BY BUILDING OFFICIAL•••• 2.000 125STEPDETERMINE DESIGN LOAD REQUIRED PER ASCE 7 \� FOR PARTICULAR OPENING. PRODUCT REVISED ��•��i n 'I STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING i{hThe F EN a ABOVE LOAD REQUIREMENTS. Bw1mn6 Cede°�p _ 4.000 ' STEP USPERCONNECTION TO MUWON AS PER PRODUCT A Dme Ix = 1.018 M\4 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH By Sx = 1.0187 IN\3 Ix = 2.757 LIN\ STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED "-t�1�:• �� _� Sx = 2.7586 IN\3 IN STEP 1 ABOVE. Miami ade Produce C T OF (L/� • i(/\ drawing no. 1X4 MULLION 2X6 MULLION MULLION IP FOR BY TURFS STEP USING ANCHOR TYPES ON SHEETS 4 @ 5, AND ANCHOR GRAPHS %' tpP,.•' `�\\ CGI -395 ON SHEETS 3 h 3.1, SELECT ANCHOR TYPE WITH DESIGN RATING i S "' •• G . M95 -13A 6063-T6 6063-T6 6063-T6 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. X7/7 �o �� `V\ ��Illlllllltt� sheet 1 of 5 130 1 X 2 X 1/8" MULLION 130 1 X 3 X 1/8' MULLION 130 1 X 4 X 1/8" MULLION � 120 GLAZING 0 120 PRODUCT 120 VERTICAL Z m � pp i 110 110 110 v°i F f x N MULL SPAN G pp too loo 100 0N`v LL 38-3 'MULL AN 63' �c a 90 a 90 a 90 wt w2 y�yjj O>pl Q 50-5/8' MULL SP a 0 K t7 O 6 0 0 .apt p 80 J 80 < p 80 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE O y y 58' 74-7/ tip H Q70 W 70 yp-I 70 HORIZONTAL MUWON LL Z CA _M 'JZms� 63' --GLAZING 60 60 601�7 PRODl1CT �� O 50 50 m 60_5/8' 74 50 c V n 56' — 40 40 40 GLAZING GLAZING 63' 84' 108' PRODUCT PRODUCT o n 0 30 30 30 ,E Lu 25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85 I_ a C N TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES MUWON SPAN TRIBUTARY WIDTH — INCHES 0 H N o 22 U) 130 2 X 4 X 1/8" MULLION 2 X 6 X 1/8" MULLION W N^ o 130 TYPICAL MULLION ARRANGEMENTS c 2i • kill a 30 0 120. wt + w2 < J 7a-t 4' y- U 1 110 � 84' IDO 100 • It i so D i x 0 0 c ail 090 03� •• I 96' MU ON V080 �zoz°3 J 108' _ ! • z oih o 70 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED d m • • • 120' VERTICALLY OR HORIZONTALLY. UC2 60 60 (INTERPOLATION BETWEEN WIDTHS ALLOWED) t �31 lltll O 40 40 PRODUCT REVISED as ellmplyh® wish dw Fhridn _ T=7 ;. , • 5'Y ' .. ' Ae `°',.,a 18-ol29.og JAN 2018. 30 25 -- 35 --------. ��. ... 45 55 65 75 85 30 25 35 45 55 65 75 85 . F :anon Dre ''•. OF � ��: gy '• 1p►.•.•' drawl TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES MULLIONS A4iami m1ePr°ducLCaMrnl" �Z�S �� ( � M95-13A sheet 2 of 5 MUWON GLAZING GLAZING 0 PRODUCT PRODUCT � z 130 120 110 100 LL 0. 90 I 0 80 u 70 0 60 50 40 30 25 130 120 2 ANCHORS TYPE 'A' • •00 • rn � T.s Z ik 70 p • • •50 •••• 40 30- 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES 2 ANCHORS TYPE 'RF' 25 130 120 110 100 ul a 90 I a 80 0 0 70 Fn0 60 50 40 30 130 120 110 100 a 90 I 0 80 J S2 70 0 60 50 40 30 2 ANCHORS TYPE 'B' 25 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES 2 ANCHORS TYPE 'C' 130 120 110 100 a 90 I 80 u 70 D 60 50 40 30 2 ANCHORS TYPE 'BH' 25 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES CUP ANCHORS Z q n 0 � m N Qf n Q:Opc400 IL plu n MICHOR VERTICAL GLAZING GLAZING MULLION Z (� m 0 GLAZINGC o M C neo 8 PRODUCT PRODUCT CUP ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE Z q n 0 � m N Qf n Q:Opc400 IL plu '`'GLAZING PRO DU(CT n MICHOR LL GLAZING GLAZING ANCHORS PRODUCT (� m W1 o M C neo 8 HORIZONTAL MULLION G d CUP ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE ¢ y Z U N R w m LL C Z 0 '`'GLAZING PRO DU(CT n MICHOR DETAIL /1 GLAZING GLAZING PRODUCT PRODUCT 3 Q131f�U O N I N 3 = U 1 � C n � N CUP ANCHORS o n E O C MUWON SPAN a ° N 0 ox TYPICAL MULLION ARRANGEMENT m N10, 7 1O ro ✓ O 3 n WIDTH (W) = w1 s w2 Z O o ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS '8H' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS - APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES 35 45 55 65 75 85 25 35 45 55 65 75 85 PRODUCT REVLSM TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES a complying with the Florida Building Code NOTE: ANCHOR LOAD CHARTS A� M, -012q.06 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. By FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. 2 ANCHORS AT MULLION ENDS M10m ode Prodl¢tC (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) U d U og k' �P.•'J 3F n _o o � .01 drawing no. t30 4 ANCHORS TYPE 'A' 38- /B' 120 50_5/ . 63' 110 74- 4' 100 a 90 I ° p 80 J Z F 70 O 60 50 40 30 130 120 110 100 0 90 I p 80 J Z w70 0 60 50 40 30 25 35 45 55 65 75 85 25 TRIBUTARY WIDTH - INCHES 4 GNr HOPq TYPE' 'GG' 120 • 110 • 100 v�• a I •4b 99 • n 70 • 60 • 00 • ••••. 40 30 120 110 100 rn a 90 I 0 80 z 0 w 70 ° 60 50 40 _ 30 „ 25 35 45 55 65 75 85 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES NOTE, ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 4 ANCHORS TYPE 'B' 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'C' lou 120 4 ANCHORS TYPE 'BH' CUP ANCHORS �U r ` Z °0 _O —` % N C a Z H g Q IL Z a'o°tea 0 W C4 CL �m ANCHORS 7 m L–WI-1 W2 m o QaC�.°t HORIZONTAL MULLION O q+J CUP ANCHORS ARCHES TO BE INSCRIBED � Z OJ INSIDE RECTANGULAR SHAPE Q W 7 4 �ww-o Z,2 ?I Qw�mf� c- n U i = C n N o o E O _ MULLION SPAN I .E 0 � if v c cj TYPICAL M L ION ARRAN MENTS rn ONM M W1 + W2 - •0 3 WIDTH (W) _ c z 2 v C, A U' OQ J ANCHORS 'A' d U k' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS 'B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES 85 PRODUCT• REVISED . �-roWYmB with"Florida ANCHOR LOAD CHARTS E. LiotThtc , 4 ANCHORS AT MULLION ENDS 13,1 adePf�"" VERTICAL MULLION GLAZING ' PRODUCT ANCHOR ETAIL /1 i 3 O GLAZING � GLAZING PRODUCT GUZING PRODUCT � GLAZING ' PRODUCT ANCHOR ETAIL /1 3 GLAZING GLAZING PRODUCT PRODUCT CLIP ANCHORS e �P•'VIGENSF'•. f� � I •� _ 705 7 OF �•<y � drawing no. e 4/4' 0 ULTRACON 1/ ANGLE 2 x 2 X 1/8' 9 ALUM ANGLE IF 14 S.M.S. 2/ ANGLE- � d: � 3 MULLION 1 . . '1 1BY OR 20Y MUWON WOOD BUCK 1 2 x 2 X 1/8- I ALUM ANGLE 2-5/8" LONG d I I I I to Il 1 I a 1 � 0000•• 1.500 • �, • • • • 0000•• • •• • • 2•1tREWS PER SIDE 12EQUIRED FOIZ S'* "L* MULLIONS CWD &W4I,E ATTAQHWENTS NOT APPU WLE•F.0R 1"X2" TUBE MULL • • • • 0000• • ••• •• ••• 0000• 0 •• 1 M-L,:,EN 0••••0 j 0000•• I • • • I 0000•• 2xzx 1/B' • I • I •0.0• ALUM ANGLE 000009 • • • • • • I �! 14 S.M.S. • __t__�•.___�I 2/ ANGLE• - I 000000 0•• II 2" ON. • 1 0 II NOTCH ANGLES TO I II MISS MARBLE SILL 0 1� II OR TRIM � I de: a PRECAST CONC' d 8 1 e SILL a 1/4" DIA ULTRACON ^ 1/ ANGLE a.1 4 /4' 0 ULTRACON NOTCH VOOD BUCK 2 - 2/ ANGLE XANG TO ACCOMODATE CLIP,ANGLE TO MASONRY ' Z m m ALUM E O h W E 14 S.M.S. 2/ ANGLE - 2 X 2 X 1/8' ALUM ANGLE IZ� ryggq �a 56 a 14 S.M.S. 3/ ANGLE _ - _ - 0 ry v 0 N -- i �Wu L___ __ .. 1/4" 0 ULTRACON ANGE y m ----r --- -- .2/ o 1 ' ��y p > m c m o Qaco°a MULLION C � yz0 --_ �d MUWON , IL Z O i JZMS� CONCRETE OR NASONRY BLOCKS Q W pl f 1BY OR 28Y WOOD BUCK rl _FTMULLION V ALUM ANGLE n 2-5/8" LONG MUWON 2 X 2 X 1/8" — h ' ALUM ALN( 3-ONG �- L .. e, OI- E O n i v I w d I C O S F I o - 2 y 3 (V I•i b <a ---1---- --. iii O M ..< p � . Z J d I �� 3 C, 1.500 MAX. I m o U e 1 00 O - 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS A1Ax CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS c d = h .al O c o 1111111111/��Y O l )P•' GEN � I \ O - PRODUCTREVISED .7 92 a9 c WlynQ Wilk ds FlY" =�lo/ 1cEd 7 11 2 3 ?!:?t`�'= Ac -DI�i.Oa te s...i.,� BY Mi;�,._,,.-_f ' � ®'•. TA OF � ��S RIO`.•'' \�� ',s�;__ _��.. drawing no. M95 -13A < J/4' 0 ULTRACON 1/ ANGLE MULLION CUP 9 a d' II 2 ____ `______ a <d MUWON 1BY OR 2BY WOOD BUCK MUWON d' d ____rte_____ I I I I I I I I I 1 I I I I I I I I a I I • • 0000 . •�. 0000•• • • • • 00 • •� • • • • •••••• 0000•• •• 00 •• • • • • 0000• • •�• 0000•• 0000• 00.0 0 0 • 000s0� MULMON •••e • • • I 0000•• 0000•• 00.000 • 0000 � • • • •• • • i • • • • ,r----- or-r--a--moi • • • I� NOTCH CUPS TO II II MISS MARBLE SILL j OR TRIM II II aPRECAST CONC.' ° SILL' a" 1/4 D0. ULTRACON ,/ ANGLE ,tl a.t/4' 0 ULTRACON MULLION CUP 2/ ANGLE G �_ �__ M MUWON IBY OR 20Y -MULLIONWOOO BUCK I I I I II Y I I V i II Z I I I I 0 I I e SEE SHEET 1 FOR APPUCABLE MULLION CUP TO 1 BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CUPS MULLION NOTCH WOOD BUCK -TO ACCOMODATE -CLIP.ANGLE TO MASONRY 1/4' 0 ULTRACON 2/ ANGLE I " CONCRETE OR NASONRY BLOCKS PRODUCT REVISW . < OyM w•r1h 1111 Floddu H.ild ns Code !8 _Q t'29 O 8 Acceptance No E' irati-Dme QQ2� Hy Mian Dade Produce Conti ��;•• CEN �yOm s S WE TATE OF drawing drawing no. M95 -13A WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'-1/4" DIA. ULTRACON BY 0' (Fu -177 KSI, FY -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'-1/4" DIA. ULTRAQON BY O' (Fu -177 KSI, FY -155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'— 1/4" DIA, ULT ACON BY 0' (FU -177 KSI, FY -155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'BF'- 1/4" DIA. ULTRACON BY ' CO (Fu=177 KSI, FY -155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'C'- 414 SMS OR F -DRI IN SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-1-5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL D DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCT RE VISFD m ceoyrying m1h dw Florida Building Code Acccylae" Not8-otx9. oa v ACCESS HOLE • • • 2 OR 4 ANCHORS TYPE 'C' • • • SEE SHEETS 3 h 3.1 METAL"C=11$E• FOR CAPACITY OR TUBE 41U"Og ------------ •••••• -------------- I I THIS SCREW CAN BE • • • I I 114 X 3/4 FH ;S • INSTALLED IN EITHER �. I I 1 PER CLIP fGEAT 2 & 1%] MUMULLIONDIRECTION 2 PER CUP AT R• LIONS i Q �7IJI. b I I •• • I 1/8" THICK ALUM CHANNEL I WON I 1BY OR 2BY TUBES �mu LENGTH TO FIT SNUG I INTO MULLIONI i ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCT RE VISFD m ceoyrying m1h dw Florida Building Code Acccylae" Not8-otx9. oa v ZOd0t0 zOJ"i1M ��A •� Q �7IJI. b • • J • • I �w0)2 • N o U c I W • • �a dJ ••w•• 8 Ci v • • L ••••• ,V 3 NM O 7� 3 I c Z LL n O o F �.� • OFrN,4F ••'., o 70592 OF dm-inq no. •''�GM95-13A ,��4`sheet 5of5