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WS-18-202 Permit No.WS-1-18-202 �sKO1 S L,� Miami Shores Village Permit Type., indows/Shulfters 10050 N.E.2nd Avenue NE " 'PmtrkCfassification:Window/Door Replacem ' Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 �toR1oA Expiration: 08/06/2018 EX Issue nate:2/712018 p Project Address Parcel Number Applicant 254 NE 101 Street 1132060134620 Miami Shores, FL 33138-2423 Block: Lot: GUYLAINE PRIME PIERRE EHLE Owner Information Address Phone Cell GUYLAINE PRIME PIERRE 254 NE 101 Street (786)208-7450 - --- - - MIAMI SHORES FL 33138- 254 NE 101 Street MIAMI SHORES FL 33138- Contractors) Phone Cell Phone Valuation: $ 12,425.24 PRIME WINDOW AND DOOR INC (786)285-1494 Total Sq Feet: 0 Type of Work:REPLACE 1 DOOR AND 9 WINDOWS Available Inspections: No of Openings: 10 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building i + Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 Invoice# WS-1-18-66242 DBPR Fee $3.00 01/25/2018 Check#: 1358 $50.00 $ 187.80 DCA Fee $2.00 Education Surcharge $2.60 02/07/2018 Check#: 1359 $ 187.80 $0.00 Permit Fee $200.00 Scanning Fee $12.00 Technology Fee $10.40 Total: $237.80 i In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a ning. Futhermore,I authorize the above-named contractor to do the work stated. i February 07, 2018 Aut ized Signature:Owner / Applicant / Contractor / Agent Date r Building Department Copy February 07,2018 1 Inspection Worksheet Miami Shor6s Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(366)7954204 Fax: (305)756-8972 I Inspection Number. IN'SP-236073 Permit Number. WS-1-18-202 Scheduled Inspection Date:April 09,2018 Permit Type: Windows/Shutters Inspector:Rlveron,Alexis Inspection Type' Final Owner PIERRE EHLEBRACHT,GUYLAINE Work Classification:Window/Door.Replacement 001" Job Address:254 NE 101 Street Miami Shores,FL 33138-2423 Phone Number (786)208-7450 Parcel Number 1132060134620 Project: <NONE> Contractor: PRIME WINDOW AND DOOR INC Phone: (786)285-1494 Building Department Comments REPLACE 1 DOOR AND,9 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False r Inspector Comments Passed Faded •Correction Needed Re-Inspection (� k Fee t No Additional Inspections can be scheduled until re-inspection fee is paid i April-09,2018 For Inspections please call:(305)762-4949 Page 5 of 29 i ,r Miami Shores Village i J N952M �Q Building Department BY. 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 ' \ INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 (f BUILDING Master Permit No. (k)S I (� —? — PERMIT APPLICATION Sub Permit No. T i9BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP t L U CONTRACTOR DRAWINGS JOB ADDRESS:_ 5�7 AIS,/ 1S7 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: �/ �3,7-�6 ""�/�� w'0 Is the Building Historically Designated:Yes NO � Occupancy Type: Construction Type: Flood Zone: BFE: FFE: 1 / � / OWNER:Name(Fee lSimple Title/holder):4!ea /,�G %i�..2G �`�!//Li►6114►Phone#.C;7�6 Address: !�7/— City: i.9Yj-J% 15;,Iw A-e-1 State:�"l�a.�� Zip: , Tenant/Lessee Name: Phone#: Email: 4 CONTRACTOR:Company Name: Phone#.j-Sd Address: `Ts 62 &-- City: State: Zip: /3^ Qualifier Name: - /��/L%Er+0 Phone#( State Certification or Registration#: Certificate of Competency.#:edS e pe 7�� DESIGNER:Architect/Engineer: Phone#:,, Address: / City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition Z Alteration ❑ New El-Repair/Replace ❑ Demolition s Description of Work: 401c�C I 12 Specify ca/or;of,'co�Qkhru 3�u`, aFti„ ,`„ '' Submittal Fee$ �r�, Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ a TOTAL FEE NOW DUE$ (Revised02/24/2014) t �y 1 � a t Bonding'Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and i6stallations 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. -% }, , 7 "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." r j c + 7 ♦ - 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 r for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument,was acknowledged before me this The foregoing instrument was acknowledged before me this day of ��y`�> �"� 20 �by �day o/f�� / .✓�i41Ly . 20 I by Cjy ,��y known to �Db /`D'� who is ersonally know to me or who h roduce �L,eyl6�9,,f-73-' —ae or who'has produced as identification and who did take an oath. identification and who did take an oath. ` r NOTARY PUBLIC: NOTARY PUBLIC: ` Sign: a Sign: Print: e jQ Print: S L/ JORGE ROSSEAU Seal: ICY COMMISION MFF11904S Seal: JORGE ROSSEAU le MY C'OMMI ON MFF119045 NM�V tMsp�ags� ��19 � E; ' s APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) a 1/25/2018 Property Search Application-Miami-Dade County Y . 0 FFICE 01"'I"HEr"ROP"'ERTRY"' APPRAISER Summary Report Generated On: 1/25/2018 Property Information J " Folio. 11-3206-013-4620 �� Property Address: 254 NE 101 ST1K fll Miami Shores,FL 33138-2423 "f ANDR �1 { EAS EHLEBRACHT Owner GUYLAINE PRIME PIERRE EHLEBRACHT " Mailing Address 254 NE 101 ST �`s4 .� MIAMI SHORES,FL 33138 USA PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE r ` Q 1 � FAMILY: 1 UNIT Beds/Baths/Half 3/2/1 Floors 1 Living Units Actual Area 2,283 Sq.Ft Living Area 2,283 Sq.Ft Taxable Value Information Adjusted Area 2,128 Sq.Ft 2017 2016 2015 Lot Size 8,625 Sq.Ft Year Built 1938 County Exemption Value $50,000 $0 $0 Assessment Information Taxable Value $448,733 $457,602 $438,347 Year 2017 2016 2015 School Board Land Value $258,854 $215,711 $207,224 Exemption Value $25,000 1 $0 $0 Building Value $203,487 $205,111 $206,736 Taxable Value 1 $473,733 $457,6021 $438,347 XF Value $36,392 $36,780 $24,387 City , .__ -1-1---l-1111- Market'Value $498,733 $457,602 $438,347 Exemption Value $50,000 $0 $0 Assessed Value $498,733 $457,602 $438,347 Taxable Value $448,733 $457,602 $438,347 Regional Benefits Information Exemption Value 1 $50,000 $0 $0 Benefit, Type 2017 2016 2015 Taxable Value $448,733 $457,602 $438,347 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous Price OR Book- Qualification Description Board,City,Regional). Sale Page t 09/19/2017 $775,000 30699-3889 Qual by exam of deed Short Legal Description 09/16/2016 $133,900 30240-3121 Corrective,tax or QCD;min MIAMI SHORES SEC 1 AMD PB 10-70 consideration W1/2 OF LOT 5&LOT 6 BLK 34 08/12/2013 $630,000 28832-2782 Qual by exam of deed LOT SIZE 75.000 X 115 05/12/2011 1$530,0001 27697-0719 Qual by exam of deed OR 19891-3620 08 2001 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: } 1 a 5►�OR Miami shores Village Building Department Bull •�� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �,-,, ,Nrs-& Tek.(305,).7b&2204 L0RlU�' Fwc t305)'75&B972 } Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or a.. replacement of any type of windows, doors, sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this-department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify,anchortype;edge distance;embedment and spacing,,The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: I/ alifer.%Cner::Signati�re Date Print Name { { 2309 SW 132 C1 PRIME 'Miami,833186 WINDOW AND DOOR 305-267-7463 Date: State of: County of: Before me this day personally appeared f-6W/�, Pet/(?fic-A , who, being duly sworn, deposes and says: That he or she will the only pers or;workin g on the prqjec/ulocated�tG ntractor Signature Sworn to (or affirmed) and subscribed before me this Z day of 7AA"11 !!% , 20 by �i �`►�c2r° -PersonAyUOw r OR Produced identification Type of indentification i 4 Print, Type, or Stamp Name of Notary JORGE ROSSEAU MY COMMISION NFF119M ��Mty 4,2018 `�YIORE Ivi iami S hores Village Building Department 8 AC R{pA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure_ An employer in the construction industry who employs one or more part-time or fall-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division.. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to;work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of �/��+ ,20 l�. Byr�ely6 /1 ✓G//G2/1L 4641Le-_4,A ►who is personally known to me or has produced identification. Notary: JMGE ROSSEAU MY C'OAlMMON OM19M SEAL: Extn=May t,2018 No�msa �a� i u; a a ' WINDOW/ DOOR SCHEDULE SCOPE OF WORK: Z CALC.WIND PRODUCT o GLASS EFFECTIVE + PRESSURE PRESSURE WATER NOTICE OF WINDOW/DOOR REPLACEMENT CONSISTING OF: v MARK DESCRIPTION THICKNESS/ TINT FRAME PANEL WIDTH X MANUF./ AREA ZONE GCp( ) INFILTRATION APPROVAL U) NO. TYPE COLOR STYLE HEIGHT MODEL# (SQ.FT.) GCp(-) REQUIREMENT CAPACITY REQUIREMENT (N.O.A.) 9 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS 0 (P.S.F.) (P.S.F.) . 1 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS FRENCH DOORS 75 Z W1 WINDOWALUMINLIMPAINGLE HUNG CT RESISTANT (TYPE A"/16 I) CLEAR WHITE 37"x 50 C DOORS GI 011V0"& 6.5 END(5) +1.40 100 ±53.7 40.0 +75 YES 17-1018.08 Ln GENERAL NOTES: w ALUMINUM SINGLE HUNG" 5/16 LAMI +1.00 +40.0 -+75 O WINDOW-IMPACT RESISTANT (TYPE"A") CLEAR WHITE X 37"x 50 DOORS"110" 6.5 INT(4) -1.10 -43.4 75 YES 17-1018.08 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA O O ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE O 36"x 38 CGI WINDOWS& 4.8 INT(4) +1'00 +40.0 +75 YES 17-1018.08 BUILDING CODE 6TH EDITION(2017)AND THE ASCE 7-10 WIND CODE. Z WINDOW-IMPACT RESISTANT (TYPE"A") X DOORS"110" -1.10 -43.4 -75 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS ALUMINUM SINGLE HUNG 5/16 LAMI O CGI WINDOWS& +1.00 +40.0 +75 PRIOR TO INSTALLATION. En GE) WINDOW CLEAR WHITE 37"x 38�" 4.9 INT(4) _75 YES 17-1018.08 WINDOW-IMPACT RESISTANT (TYPE"A") X DOORS"110" -1.10 43.4 3. WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR p CGI WINDOWS& +1 00 +40.0 +75 WS WINDOW-IMPACT RESISTANT (TYPE"A") C) WHITE X 36 4"x 50 DOORS"110" 6.4 END(5) YES 17-1018.08 STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO 1.40 -53.7 -75 1 PRODUCT CONTROLS. W6 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE O 37"x 50 e„ CGI WINDOWS& 6.5 END(5) +1.00 +53.7 40.0 +75 75 YES 17-1018.08 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL S U A R E Z WINDOW-IMPACT RESISTANT (TYPE"A") X DOORS"110" _1.40 O ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CGI WINDOWS& +1.00 +40.0 +60.2 N.O.A.DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT.ALL OTHER ENGINEERS WINDOW-IMPACT RESISTANT (TYPE"A") CLEAR WHITE XO 55}"x 51 DOORS"120" 9.9 END(5) 1 40 -53.7 -60.2 YES 17-0918.09 OPENINGS ARE NOT PART OF THIS PERMIT. 12020 SW 70th Ct ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR 0 CGI WINDOWS& +1.00 +40.0 +75 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E.BEAMS, Miami,FL 33156 WS WINDOW-IMPACT RESISTANT (TYPE"A") C) WHITE X 19'x 38 DOORS"110" 3.4 INT(4) 1 10 -43.4 -75 YES 17-1018.08 COLUMNS, FRAMING,ETC.)SHALL BE DESIGNED BY OTHERS TO WITHSTAND 786-547-9401 CA 29429 ALUMINUM HORIZONTAL ROLLER 5/16 LAMICGI WINDOWS& +1.00 +40.0 +60.2 THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN ® CLEAR WHITE XO 55-y"x 51}" 9.9 END(5) YES 17-0918.09 _ WINDOW-IMPACT RESISTANT (TYPE"A") DOORS"120" -1.40 -53.7 -60.2 PERFORMED TO VERIFY THEIR ADEQUACY. ••{"•'• ALUMINUM OUTSWING FRENCH 7/16 LAMI CLEAR 4„ CGI WINDOWS& ( ) +0.97 +39.0 +90 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. NEAR • D1 DOOR-IMPACT RESISTANT TYPE"B" () WHITE X 38�g X 80 DOORS"450" 15.1 INT 4 YES 17-1011.12 • •• 000000 ( ) 1.07 42.4 -90 HEIGHT REQUIRED IS:24",AND A MIN CLEAR OPENING OF 5.7 SQ.Fi.•(5.0 SQ. • FT FOR GROUND FLOOR)SILL HEIGHT NOT TO EXCEED 44"ABOVE•FWISI"IED •• 9066% NOTE: FLOOR. • W ••ri• 'WITH WHITE INTERLt AYER WIND LOAD CALCULATIONS* •• • " +�•ML •U CODE:ASCE 7-10"COMPONENTS AND CLADDING"METHOD 2 ••:••� • VV�JJ•r�•6U LL WIND VELOCITY= 175 MPH •• •• •• Q•�:� EXPOSURE CATEGORY= C •••••• 1- BUILDING CATEGORY= II • • • Q W �•W BUILDING CLASSIFICATION= ENCLOSED • • •••Q 7+• •to • • IVY N WIND DIRECTIONALITY FACTOR(Kd)= 0.85 • • • r1 •u• HEIGHT OF HILL OR ENTRAPMENT(H)= N/A •• • •• W TOPOGRAPHIC FACTOR(Kzt)= 1.00 •• Q MEAN ROOF HEIGHT(h)= 15 FT VELOCITY PRESSURE O EXPOSURE COEFFICIENT(Kh)= 0.85 C PRODUCT OF INTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR(GCpi) ±0.18 PRODUCT OF EXTERNAL PRESSURE "=J COEFFICIENT AND GUST 1 1 7c!; EFFECT FACTOR(GCp) (NOTE 1) \\\\ ®•�BER''® J IV BUILDING"W'AT NARROWEST DIMENSION= 55'-0" �\ •JCC /// I CORNER DISTANCE FOR ZONE 5(a)= 5-6" .10 ••' ., j .00 nn :ems / -- (MIN.OF 10%OF THE NARROWEST DIM.OR 0.4x(h) = IVO.64759 BUT NOT LESS THAN 4%OF THE NARROWEST DIM.OR 3 FT.) /• 0.1 X 55-0"=5-6" 0.04 X 55-0"=2'-2" a =5-6" i®••.• STATE OF ORIDP` VELOCITY PRESSURE EVALUATED AT HEIGHT z=h(qh) // ••••••.,,,. qh=.00256(Kh)(Kzt)(Kd)(VA 2) /11111111�O�V"AL`;X\\\`\ qh .00256(0.85)(1)(0.85)(175^2) 111 I I 1 qh=56.51 PSF Eduardo A.Suarez P.E. i License No.64759 RE(p) Miami Shores Villa � E A SW RISE BUILDING AND BUILDING LESS THAN 60FT) Date: 01- Project Designer: . . p=(0.6)gh[(GCp i-(GCpi)] Drawn By: E.A.S. AIL APPROVED BY - 0.6)56.51[GCp(+)-(-0.18)] Checked By: E.A.S. (SUCTION) p= 0.6)56.51[GCp(-)-(+0.18)] Submittal: PERMIT SET ZONING DEPT Drawing Title: S S LECTED FROM FIGURE 6-11a BASED ON EFFECTIVE GENERAL NOTES, BLDG DEPT D AND ONE.SEE WINDOW/DOOR SCHEDULE. CALCULATIONS MI AREA SHALL BE THE OPENING BETWEEN STRUCTURAL AND SCHEDULES B AKS BEING ONSIDERED.STRUCTURAL MULLIONS NOT PART OF THE S 11U C:T FO COMPI IANCF WITH ALL EDt7FJWEDCOMPOVENTAREASTRUCTURALBREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE Sheet: n THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. I A I 1 ANI)CC)l)�1 1f Y f?l II [-S ANf�RFC 14I.AG ARAdE DOOR EFFECTIVE WIND AREA SHALL BE(SPAN 2)/3. Of 3 W6 � Z 0 EGRESS a U W O U- Z O im- I— BEDROOM Ln g w W O t1 Z z NOT PART OF Engineer: PERMIT NOT PART OF NOT PART OF PERMIT PERMIT S U A R E Z BATH ENGINEERS NOT PART OF W5 12020 SW 70th Ct Miami,FL 33156 PERMIT 786-547-9401 CA 29429 DINING ROOM LU W4 ...:.. a0 . U) ..�.. W7 w BEDROOM .••••. `. Q ` j W •••• +ir•M•U O w KITCHEN LL`•:`•: ` �•L.i•1i •• •• •. q•04L.i2 Q W COX .. .. �] E LIVING ROOM O Wg BATH Z A w O NOT PART OF w�� //// PERMIT D1 a w ��`® �LBERTo °a - FAMILY ROOMNo.647 BEDROOM W2 W ' o®• STATE OF °��• - - '0' ZONAL I mi Eduardo A.Suarez P.E. GH) I License No.64759 Date: 01-18-18 NOT PART OF NOT PART OF Project Designer: E.A.S PERMIT PERMIT Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: FLOOR PLAN FLOOR PLAN SCALE: 1/8"= V-0" N Sheet: 2of3 - — — - - - — — - — - - - - - - - — — - - - -- - — u; - - - 0 Z O a U W 0 Z ILLUI O D W W1 NOT PART OF NOT PART OF NOT PART OF o PERMIT PERMIT PERMIT Z Engineer: D1 W2 NORTH ELEVATION (FRONT) SCALE: 1/8"= 1'-0" SUAREZ ENGINEERS 2020 SW A WEST SECTION 1Miam,FL 3370th 56t SCALE: 1/8"= 1'-0" 786-547-9401 CA 29429 ••H . W .. . • •...•. U • ap , ••ty• W6 NOT PART OF NOT PART OF NOT PART OF a • • . }�'c y PERMIT PERMIT PERMIT ��•��• �• LL. NOT PART OF 00 to�� 4••R•'o •••••• °�.W PERMIT • Q Z••Q•&) W L SOUTH ELEVATION (REAR) ••$. �•-v aD SCALE: 1/8"= 1'-0" •„• ,• p� •� Q D Z_ ® IFFIETI WBERr®�� NOT PART OF • .64759 PERMIT _ EAST ELEVATION (LEFT) SCALE: 1/8”= 1'-0" ® STATE OF040 Co NAL Eduardo A.Suarez P.E. License No.64759 ® ® Date: 01-18-18 EA.S Project Designer: E.A.S Drawn By: E.A.S. w3 W4 Checked By: E.A.S. ws Submittal: PERMIT SET Drawing Title: ELEVATIONS NOT PART OF PERMIT WEST ELEVATION (RIGHT) Sheet: SCALE: 1/8"= 1'-0" 3 of 3 MIAMi•DADE MIAMI—DADE COUNTY,FLORIDA e 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.2oy/economy (CGI Windows& Doors,Inc.) 0100 NW_25 Street] 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 4!(TMy RE4; • Product Control Section to be used in Miami-Dade County and other areas where a ll4rd bythe Authority Having Jurisdiction (AHJ). ...... .""" ...... This NOA shall not be valid after the expiration date stated below. The Miaani-bade County Product••.; Control Section (In Miami-Dade County)and/or the AHJ(in areas other than Mi jni-B de Cgdut)f.reserde the right to have this product or material tested for quality assurance purposes. If ftg product o'r materiaf •• fails to perform in the accepted manner,the manufacturer will incur the expense of s>;c'li besting ael$e AIV. n *•:.. . T may immediately revoke, modify, or suspend the use of such product or materialtheir jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dadg Cbutty Product Control-•• • Section that this product or material fails to meet the requirements of the applicable.building code. :Goo*: This product is approved as described herein, and has been designed to comply vA the Floral' 14iildink Code, including the High Velocity Hurricane Zone. • DES _ ,ION: _Series"Sentinel_20"A u1 0WIR Horizontal Sli in2 r APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.1.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 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. ILEXM 'ACT ° TING Large an Sm . all Missitg 1I n ct_ResJ#g, f LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0929.13 and consists of this page 1 and evidence pages E-1,E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MIAMI-DADE COUNTY . , UNe zpu anon ate elttern er 22,_ 2 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 apd sealmdty JavILT":' Ahmad, P.E. ego ••.... • B. TESTS •••• ' 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94•• ••• 0• 2) Uniform.Static Air Pressure Test, Loading pe'7$C, T�� 0.0 .0 0o1J2-940 . .. • 3) Water Resistance Test, per FBC,TAS 2029.40... . •� 4) Large Missile Impact Test,per FBC, TAS 301094 ;• 0:0 .00 0 0 5) Cyclic Wind Pressure Loading, per FBC, TikS 20-94' ••••; 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 •0 0•.. along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, _ P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Suhmitted 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) orge M.Plasencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,201.7 E-1 r 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 S;per- pacer& insulating glass spacer, prepared by Certified Test LaborgorigS, Test'Rtport No. •• CTLA-3056 WC, dated 04/16/15, signed and sealed by RameXCi6Pate1 P!Et• (Submitted under previous NDA No. 15-0512.05) ...:.. ;• •,; 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 201-9j-0o. :0. •. • 2) Uniform Static Air Pressure Test, Loading�3e'r'1''B C, TAS'202-94:::••- . ... ..... 3) Water Resistance Test,per FBC, TAS 202-Y.4::: • 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 202.0- •• ;•••• along with marked-up drawings and installation diagram of a seriet..`%&tinel" 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. CALCULXT-10N � ' 1. Anchor verification cal lations and structural analysis, complying with FBC�Stb Edition (2014), pre red by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , s' and sealed by Javad Ahmad, P. E. 2. azing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-2 i 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, exZiqing.on 05/21/16. •••' ••••�• ••99.99__. •••••• F. STATEMENTS 1. Statement letter of conformance, of complying ith LFBC5th Editiop(2014) of fto financial interest, dated 08/17/15, issued by Al--F orpordttdii,signdd ;;10! � seal i4;;;• by Javad Ahmad,P. E. � .• : 9000:* 2. Laboratory compliance letters for Test Report No. CTLA-3A61W, dated 47/07/15, •; issued by Certified Test Laboratories, signed and sealed by Ra;6sM1 Pahl.p..E. """ 3. Testing Proposal issued by the Product Control Section, dattd O4✓08/1% signed 1:�•••; 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 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 "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. Gam/ _------- 1�4 orge M.Plasencia,P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-3 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B.. TESTS 1. None. C. CALCULATIONS 1. None. 6966 . D. QUALITY ASSURANCE • . 0090 6606.6 1. Miami-Dade Department of Regulatory and Economic Resourc&s'SXER)::••• 6.6 000 666966 0000.. E. MATERIAL CERTIFICATIONS •••• •• •6 ' • . 0 0 • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray AmerICA Inc. f5r their '6 •• y js.'6aated @JJ19117, ••••• "Trosifol®Ultraclear, Clear and Color PVB Glass Interla e .. ..6... expiring on 07/08/19. 0000.. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,inc. fo1,t. Eir "SentryGlas® (Clear and White) Interlayer" dated 06/25/15;eNpifing orl Q7J04/18;••••; 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Comt .jMA) 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. �Ttement_letter of confororaance to FBC 5t Edition {2p14} and FBCkh' Edition. .dated i 813 ?117,issued .. Al aroog_Corporat t�xijigned and sealed Iavad G. OTHERS 1. This NOA revises NOA#15-0929.13, expiring on 09/22/20. orge M. Plasencia,P.E. Prqduct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,201.7 E-4 i . 111" 110' M TYPICAL ELEVATION BUCK WIDTH o FLANGE WIDTH 5 1/2' a MAX 5" w Z J 5" MAX. HEAD/SIL TYP. z ® F MAX. P' I z At MTG. STILE o "' u a A C G. STILE 'v 7 I v M" 2 0 HEAD/SILL 5 _�, 5 `I� I O ---,\ r @ O ` 0 �- I / I / O t' o w "�• - --------- II II II II • • V V fi 11 II £1 II II F •• � �'�� •• E I; F II F 7 1� 6 11 6 ••••• Q� •••••• T7 II 6 II 6 --- kf• / Cy �+ - M C •.•.. N C? d C7 T I{ I� X • w \ W \ a� fi f 13 �I -- •••• U1 p• ••�••� = 2 = M O �� 111 /I Lo ((! ` ••••• 1L (4IJIL ••••• M m IZ Lo 'Jtn- II V • (4 1_4 LL Ld Erg > _JL----- - =---- ----- i1 • Q Z •w � -tt_____ II---- II it • •••••• II II II01fl I Il I! y t001II N � �• �••••� u II > x I 61 19 11 .' a .• ^` •• • • B i D II ,_ a 7 li • • • N 5 1g 5 II I I ` •• • to Ln FALSE MUNTIN5 ADDL, ANCHOR READ. FALSE MUNTINS� 32 7 8" ADOL. AN R READ. L a 32 7 8" 32 7/8" AT CENTER OF ALL PANELS (SURFACE APPLIED) 32 7/8" / AT CENTER ALL PANELS co 0 (SURFACE APPLIED) / OPTIONAL FIXED OR OPE n0 ril OPTIONAL D.L. OPG. D.L. OPG. FIXED OR OPERABLE D.L. OPG. D.L. OPG. N w ABOVE 30" PANEL WIDTHS ABOVE 30" PANEL DTHS 36 3/8" AT HEAD/SILL 36 3/8" A7 HEAD/Sill VVENT WIDTH ENT WIDTH � S�yo FFLAN( & L G — APT_QR— EQUAL LEG FRAME �, N 0 PO M rn z I✓ ZL .. 11Q" BUCK WIDTH SERIES SENTI.N''L f20` ( _ o " 13 5/16" Ca T 5 1/2" MAX. N A�UM�TIM HORIZONTAL SIDTIy'GNT)gW c� _ MAX. 5" MAX. a HEAD/SILL TY?. HEAD/SILL �z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER A2 ` MTG. STILE 'o CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED INS8 ^ v as complying with the Florida APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Building Code HOA-No. 17-0918.09 W W $ OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY N l APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Expiration Da e09122/2020 m X col o IN BETWEEN. ° ~~ W N E2 F LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Miami- a Product Control w F e li 6 I i1 f WILL APPLY TO ENTIRE SYSTEM. o u u a`c i __=T IS-P-RODUCLHAS-SEEI�J DESIGNED AI`�I3 E ED TO COMPLY'WITH'THE' °' z z o r = ! r " 'REQUIREME TSCFTHE_2Gi4 ITIO BUILDING CODE_INCLUOIN�NLGH vEl_OCI NU 2!*CANE�ZflNE"(Nvr+2).� INSULATING LAM. GLASS I�i cc w o 1BY OR 20Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE _ o cq 7 vi 6 ! -- 11 -__- DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT I N v � � � a m > ,I fit _ __-- TO THE BUILDING STRUCTURE. SMALL MISSILE IMPACT o o I _ It = w o z ii ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS „r,•.•. 4 * lii�c AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 82 19 I� ¢� MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. t� � A.p„ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. `•` �� ENgF'��® 'ol� N N \ ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. a • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT - 70 2 ^ 5 0 ! i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE = e o a "FALSE MUNTINS REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. a e a (SURFACE APPLIED) 32 7/8" 32 7/8 OPTIONAL D.L. OPG. D.L. OPG. THIS PRODUCT-APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION �� FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY o® EOF drawing no. 36 3/8" OF STRUCTURE RECEIVING THIS PROOUO— CT AND SEALING AROUND OPENING FOR R R1®�,.•' WATER INFILTRATION RESISTANCE ETC. �� ` Y� VENT WIDTH FIN FRAME CONDITIONS TOBE REVIEWED WBYI BUILDING OFFICIAL. E TO BE ANALYZED SEPARATELY, ��1��®1 � `�� Sheet 1 of 11 111" 110" 140M TYPICAL ELEVATION FLANGE WIDTH FLANGE WIDTH 6" 5 1/2' 0 MAX. MAX. 5" MAX. z � h! J 5' HEAD/SILL TYP. z 0 `'? I z HEA SILL TYR. < m w Al P MTG. STELE N <Cr •" �' n a A C MTG. STILE ¢ 5 E' 2 H Q �o 10, o � C W II I! II I I! II I M Ql II II II II IJ II ••• 0 V y •••••• EI i II II E1 II F II II •• • N •• E 11 F I I 11F , r 1 6 11 6 1! I I 6 dak • r I I / w a- 7-7 I 04a li iE e II /I •••• z i,71•(y ••:••• O I I! f '� (0 w � J II <�j� •••••• ��.7 Yr{'1 ••••• I I! II II !I Cf CO J IE II _ Z '� Z II !I •••••• n •••••• U- -- ,r_-- f --- II II II II II • • Q qjMM •F •••••• EI !! II I II10, II II !! If IItn " II II = X • • • If II N x � D II I! B1 II II 1 � �•• = •••••• ••• • 5 5 II II 19 r I C S .• • 0 1 FALSE MUNTINS - ADDL. ANCHO £OD. FALSE MUNTINS J ADDL. ANCHOR ALLREQW) (SURFACE APPLIED) 24 t/? 49 5/8" A7 CENTER OF PANELS (SURFACE APPLIE 24 1/2" 49 5/8" A7 CENTER OF ALL PANELS FIXED OR OPERABLE OPTIONAL D.L. OPG. D.L OPG. FIXED OR OPERABL OPTI D.L. OPG. D.L_ OPG. " o O U ABOVE 30° PANEL WID ABOVE 30 PANEL WIDTHS ❑ L-1 'c AT HEAD/SILL 28" AT HEAD/SILL 28" VENT WIDTH VENT WIDTH s C O a:N FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME "I M N o � z � 2�- ^ 110" C) 0 BUCK WIDTH "' 0: " 5 1/2" t3 5/16" x Lc5 U MAX. 5" MAX- MAX. HEAD/SILL w ca a= A2 MTG. STIL€ -'O o N c 3�3 � II F I1 II F � VI i U 8 II 6 II ll 6 N Jk, 4 S U C7 N 'v 4 = O Y mt-' 'n -' ; ! I II - a U w ° a 1 II II N o o __ II if IDID 0 c m '`11111911d/�1�' , B? �l. .tl s �••'''"``cusp N PRODUCT REVISED 70592 as complying with the Florida v d o Building Code FALSE MUNTINS� ?4 1/2" 49 5/8" NOA-No. 17"0918.09 (SURFACE APPLIED) Expiration Date 9/22/2020 OF 4 drawing no. OPTIONAL D.L. OPG, D.L. OPG. p �9� 9 By � W10-181 ° VENT WIDTH Miami—Da roduct Control NAL \\ FIN FRAME ��rrdili+�`� sheetl.1of11 DESIGN TOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF lei V � (XO SES (XO OR OX SIZES) PRODUCT REVISED o� as complying with the Florida II�f G) H.D. MTG. RAIL STD, XTG. RAIL H.D. MTG, RAIL H,D, MT . RAIL Building Code I NOA-No. 17-0918.09 z mao 1G,, GLASS TYPES GLASS TYPES GLASS TYPES 6 TYPES E- 'n m i z FLANGE DIMS. BUCK DIMS..'=&'Ai B'&'BT' B' & 'Bi' FLANGE DIMS. BUCK DIMS. 'A'&'Ai', `B'k'Bl' 'B' & 'B1' & 'Ci` Expiration Date 09/22/2020 .. Z M 4 Q WIDTH HEIGHT WIDTH HEIGHT EXF( ,( } ECT_(+) INT,(-} WIDTH HEIGHT DTH HEIGHT EXT.(+) INT.(-) EXT.(+) i INT.{-) (+) INT.{-) By N a e � 26-1/2" 25-1/2" 65,0 65.0 80.0 90.0 55-3/4" 54- 4" 85.0 65.0 80.0 90.0 65.0 65.0 Miami-Da roduct Control ® W N a o 37" 26" 36" 25„ 65.0 65.0 80.0 90.0 8-15/16' 26" 7-15 25" 65.0 65.0 80,0 9 65.0 65.0 53-1/8- 52-1/8'. 65.0 65.0 80.0 90.0 83-1/2- 52-1/2- 65.0 65.0 80.0 0.0 65.0 65.0 p�' �•• 0000• 74" 73' 65.0 65.0 80.0 90.0 55-3/4" 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 ; • i ® •3 C9 • 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 8-15/16" 38-3/8" 7-15/16' 37- 8" 65,0 65.0 8 90.0 65.0 65.0 000000 > m 37" 36" 65.0 65.0 80.0 90.0 83-1/2" 82-1/2" 65.0 65.0 0.0 90.0 65.0 65.0 • C, it M C . • 38-3/8- 37-3/8 ••0��• 53-1/8" / 52-1/8" / 65.0 65.0 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 0000 I p C 4 coq : • °: �•� 0000• 74" 73" 65.0 65.0 80.0 90.0 8-15/16 50-5/8" 7-15/16 49-5/8" - - - 65.0 65.0 �••••� 26-1/2" 25-1/2" 55.0 65.0 80.0 90.0 83-1/2' 82-1/2" - - - 65.0 65.0 ••••• Q LU ••••• 0000•• 37" 36" 65.0 65.0 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 "• 1 X O 2 • 50-5/8' " 49-5/8" .•••• t7 ro t _ • 53-1/8" 52-1/8 L65.0 65.0 80.0 90.0 8-15/16 63" 7-15/16" 62" - - - 65.0 65.0 • Q Zm 2•H if 74" 73" 55.0 8010 90.0 83-1/2" 82-1/2" - I - 65.0 65.0 000000 • • • • 26---1/2" 25-1/2' i 65.0 80.0 90.0 ' 0 •• • . 0 37" fi3" 36" 62„ 65.0 80.0 90.0 ••53-1 8" 52-1/8" 65.0 80.0 90.0 U � C I 73' 80.0 90,0 - m (1/3W) (2/3w) c "' i% G L = 1 0 r� cn 0 a. x Q .'i r' ERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH � � }-n � `-✓ LO N r7 'XO OR OX' N o `� M -03 c: 2j TING VENTS TO BE 1/2 OF THE WINDOW WIDTH o - o� 'XO OR OX' U X" 7YP. BUCK DIMS X" rn'- BUCK DIMS BUCK DIMS o € rz- FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME N o FLANGE DIMS I FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME Wim EQUAL LEG FRAME N o � o d N o000 )L G W14'I0 E5 E21 No.705 2 NOTE. ' U t GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) I-OF = �� drawing no. AND FLORIDA BUILDING COMMISSION %�` 01�10�•°' � : W 10-1 g STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 �''�io�ti� �t��\\\\ sheet 2 of 11 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVIS M (XOX SIZES) (XOX SIZES) as complying with Florida o Building Code o STD. MTG. RAIL H.D. MTG. RAIL STD. MTG. PAM H.D. MTG. RAM H.D. MI TG. RAIL NOA-Nlo. -0918.09 GLASS TYPES suss TYPES GLASS TYPES GLASS T!rFEs GLASS TYPES Expirati to 09/22/2020 FLANGE DIMS. BUCK DIMS. A'&'A1', 'B'&Bi' 'B' & 'Bl' FLANGE DIMS. BUCK DIMS. 'A'&'Ai', 'B'&'B1' 'B' & 'B1' 'C' & 'Cl' �.- a z "' r WIDTH HEIGHT H HEIGHT EXT,(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) f3 ami-Da roduct Control d E td N 74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 0 0 p 106-1/4" 26" 105-1/4" S" 65.0 65,0 80.0 90.0 106-1/4" 26" 105-1/4" 25" 65.0 65.0 80.0 90.0 65.0 65.0 0 y 64 v 111" 110" 65.0 65.0 80.0 90.0 111" 110" 65.0 65.0 80.0 90,0 65.0 65.0 la F•• ••••• 74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 �'• 0 v*300 m • 106-1/4" 38-3/8" 105-1/4" 37-3/8" fi 65,0 80.0 90.0 106-1/4" 38-3/8" 105-1/4" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 •� 0 Kawb• • •••••• 9 >M 0 •••••• 111" 110" 65.0 5,0 80.0 90.0 111" 110" 65.0 65.0 80.0 90.0 65.0 65.0 • Cy x W 0 . • •••••• 0 110 'H •••••• 74" 73" 65.0 6 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 ••• 'It4 • • 106-1/4" 50-5/8" 105-1/4" 49-5/8" 65.0 65.0 0.0 90.0 106-1/4" 50-5/8" 105-1/4" 49-5/8" - - - - 65.0 I 65.0 ••••• I u N 0 N • • 111" 110" 65.0 1 65.0 87%, 90.0 111" 110" - - - 65.0 .0 ��••� ¢ w V • ••••• • •••••• 74" 73" 65,0 65.0 80.0 �§.Io 74" 73' 65.0 65.0 80.0 90.0 65,0 65.0 op, •• •• 3 EE5 ` •• ••••• 106=1/4" 63" 105-1/4" 62" 61.6 61.6 80.0 106-1/4" 63" 105-1/4" 62" - - - - 0 65.0 • • Z M - ur • 11 1" 110" 60.0 60.0 80.0 90.0 111" 110" - - - 65.0 65.0 •••••• • • • U m rn N L0 0 C3 (1/3W) (1/3W) (1/3W) ! (1/4w) w) (1/4w) o w v !� to H it, I N Cn L r LO 3 N- o M OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OP TING VENTS T E 1/4 OF THE WINDOW WIDTH 'Q u0 cZ Lj- in 'XOX' 'X0 I N d UQ Ld F- I Y2" TYP. BUCK DIMS " TyP• ZBUCKDINIS BUCK DIMS l ILL L] W W x x 0 D a � � FLANGE FRAME EQUAL LEG _FRAME FLANGE ADAPTOR F Z FLANGE DIMS FLANGE DIMS I z z FLANGE & NOANGE ADAPTOR FRAMEOT EQUAL LEG FR E v QI 00 � \\`!!ltlllf8l0/// E5 1 (• tom. `�` ��• �,lGE1y�. � N z N .70592 o j21 TF NOTE: GLASS CAPACITIES ON THIS SHEET ARE �'7 E4 E4 T far 0 drawingn0• BASED ON ASTM E1300-09 (3 SEC. GUSTS) ® •, AND FLORIDA BUILDING COMMISSION /q��' • L It..':• '•�� 0� 8 STD. MTG. RAIL: H.Q. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 / \` / AL!!��\\ sheet 2.1 of 11 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED (XO OR OX SIZES) (XO OR OX SIZES) as complying with the Florida o Building Code ' STD. MTG. RAIL H.U. MTG. RAIL STD. MTG. RAM E.D. MTG. RAIL H.D. MTG. RAIL NOA-No. 17.0918.09 Z GLASS TYPES GLASS TYPES SS TYPES GLASS TYPES GLASS TYPES GLA Expiration Date 09/22/2020 Q to BUCK D 'A'&`Af, 'B'&'BI' 'B' & 'BI' BUCK DIMS. A'&'AI', 'B'&'Bl' B' & 'BI' 'C' & 'CI' °j N WIDTHHEIGHT .(+) INT-(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) By a- Miami-Dad r uct Control 1 a a- 25-1/2" 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 p ti o JC `.M C7 36" 65.0 65.0 80.0 80.0 7-15/16' 25" 65.0 65.0 80.0 80.0 65.0 65.0 ® w rCv 52-1/8" 25' 65.0 .0 80.0 80.0 82-1/2" 65.0 65.0 1 80.0 80.0 65.0 65.0 �' Q !- •LL ••••• 73" 65.0 I 65. 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 0 J.3•0 • 25-1/2" 65.0 I 65.0 0.0 80.0 7-15/1 b 37-3/8" 65.0 65.0 80.0 ! 80.0 65.0 f 65.0 • •3s m a I • •••••• > CSI 36" 65.0 65.0 $0. 80.0 82 1/2' 65.0 65.0 80.0 60.0 65.0 65.0 • C • • 37-3/8" 0 a .0 Q "t� •••••• 52-1/8- 65.0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 �. 4cq • • 73" 65.0 65.0 80.0 7-15/16 49-5/8" - - - -- 65.0 65.0 •••• cc Z •N _ • • 25-1/2" 65.0 65.0 80.0 80.0 82-1/2" - - - 65.0 65.0 •-) ••••• 36" / 65.0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 •' " z O £: • 52-1/8" 49-5/8- 65.0 65.0 80.0 80.0 7-15/16 62" - _ - - 65.0 65.0 "�• i 2 M 'I •• 73" 65.0 65.0 80.0 80.0 82-1/2" - - - - 65.0 fi5.0 �m�• •••••• 25-1/2" 65.0 65.0 $0.0 80.0 • • •. • • • 36" 65X 65.0 80.0 80.0 H �••�•� rn 52-1/8" 62" 65.0 65.0 80.0 80.0 CD 73" 60.2 60.2 80.0 80.0 ; (1/3W) (2/3W) v i. �. un l j % Ci LO O 'j 'h (1/2W) (1/2w) G o` C cn -� OPERATING VENTS BE 1/3 OF T INDOW WIDTH s p s � � o 'xo �Mto o M 01) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH z- C) OXO OR OXO O� �• C7 0:5 w I BUCK DIMS 0 W =r p�p r N O 6 N N WO O a ~ a ~4 p�oZZ � o zzzzt IN ME WIOz z z ir n FIN FRAME ° N 00 L � W ti C7 2 ```�111tilddd�/ :- o No.70692 NOTE: GLASS CAPACITIES ON THIS SHEET ARE A t � V E4 E4 OF •�y�; drawls no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) ® ., 5 AND FLORIDA BUILDING COMMISSION o 1D .•' �� W 0 8 STD. MTG. RAIL: H.0, MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 '//��°® � �� sheet 3 of 11 DESIGN LOAD CAPACI'T`Y - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED ' o! (XOX SIZES) (XOX SIZES) as complying with the Florida Building Code o STD. MTG. RAIL H.D. MTG. RAIL STD. MTG. RAIL H.D. MIG. RAIL H.D. MTG. RAIL NOA-No. 17-09'18.09 GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLOSS TYPES £xpiratio ate 09/22/2020 0 r '� z BUCK DIMS. A'&Al', B'&Bl B & 91' BUCK DIMS. A'&'A7', 'H'&`Bt' B' k 'Bl' C' k 'Cl. LU to WIDTH HEIGHT +) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) By 2 h a. i- ad roduct Control 73' 65. 65.0 80.0 80.0 73" 65.0 65.0 80.0 B0.0 65.0 65.0 O W C 0, 00 105-1/4" 25' 65.0 .0 80.0 80.0 105-1/4' 25" 65.0 65.0 80.0 80.0 65.0 65.0 N i c. 110" 65.0 1 65. 80.0 80.0 1 10" 65.0 65.0 80.0 80.0 65.0 65.0 G ti•• IL 73' 65.0 65.0 0.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 •• ® �y (*S• ••••i• h• • 105-1/4* 37-3/8" 65.0 65.0 8 . 80.0 105-1/4 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 •• V ?I!7•�•• • IN 1 ••••• >t9 •••••• 110" 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 65.0 65.0 • �ia M a • • ••••• CL 0 73' 65.0 65.0 80.0 73' 65.0 65.0 80.0 50.0 65.0 65.0 ••• • ® i•••• 105-1/4" 49-5/8" 65.0 65.0 80.0 80.0 105-1/4' 49-5/8" -- - - - 65.0 65.0 ••.• 0 ow •• ••• 110" 65.0 65.0 80.0 80.0 110" - - - - 65.0 65.0 ••�•• Q W ; e '•••• •••••• 73' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 •• •• I Z • 105-1/4" 62" 61.6 61.6 80.0 80.0 1 105-1/4" 62" - _ - - 65.0 65.0 ••:• `d Z M m •• 110" 60.0 60.0 80.0 80.0 110" - - - - 65.0 65.0 • � W... . •••••• cri •• • � C �rn to (1/3w) (1/3w) (1/3w) 1/4w) (1/2W) (1/4w) Ito 0 0 W n 0 Pz U) LO OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO 1 F THE WINDOW WIDTH ' N o C 3: IS 'XOX' 'XOX, Z L 30 - � _ 0:2 �- r- C9 p Q _i E U �� r i BUCK DIMS 11; Li W W S tont fn- 0 � H F U C7 N FRAME r U U Z. O Z Z �j co n FIN FRAME `i\�\illiliri�� Es L. No.70592IN I a NOTE: _ d GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) A 0F = '�� drawing no. AND FLORIDA BUILDING COMMISSION ra • 1O�`. � W10-18 y STD. MTG. _RAIL: H.D. ATG. RAIL: € DECLARATORY STATEMENT OCA05-DEC-219 II10 ��, sheet3,�of 11 1 8 ANN. GLASS 1/8" ' HEAT STREN'D GLASS " PRODUCT REVISED 075" Interfyrer .075' Interlayer as complying with the Florida 1 Saflex CP With PET Core Saflex CP With PET Core Building Code o B 'Eastman Chemical Co.' NOA—No. 17-0918.09 m By yOR R *EastmanCt ical Co.' Y M J .090" Intedlyer 090" Interlayer 1/8" HEAT STREN'D GLASS Expiration Date 09/22/2020 0 Z 4 z Six Clear And Color Glass Saflex Clear And Color Glass By ��"' w N r 'Eastman Chemical Co.' By 'Eastman Chemical Co_' - o Miami— a e' roduct Control t± � � OR .075" Interlayer � 00 6 C 0 .090" Interlayer F .090" Interlayer Saflex CP With PET Core N SeRryGlas SentryGlas By 'Eastman Chemical Co.' w By 'Kuraroy America, Inc.' By 'Kuraray America, Inc.' OR Q hi OR OR .090" Interlayer 0 why•• I 0000•• 090" Interlayer 090" Interlayer SentryGlos + Trosifol PVB Trosifol PVB By 'Kuraray America, inc.' 0000• 411:* 00 • By 'Kuroray America, Inc.' By `Kuraray America, Inc.' •00 a 04E"M C 0090•• 1/8" ANN. GLASS *AT " NEAT STREN D GLASS 1/8" HEAT STREN'D GLASS +••• 0 a' QF 45•'' ' + 0 ora : +++++0 SILICONE 1WSILICONE tz SILICONE 0000 (If 4E _ ••�•+• MGE 1200 z GE 1200 0000 Z 00.00 GE 1200 z /-DOW CORNING 899 • 0000.• DOW CORNING 899 NDOW CORNING 899 � •• • N DOW CORNING 995 +0 DOW CORNING 995 g DOW CORNING 995 N M1 0000 � w ��•� 0 N M1 I. [9 \ II • 0000++ \ •. •I .0 H + +�•. • In w U to CE8 ESAT 1/4 FYTS GiN LITES X POINTS"ON LJTES k M7 AT 1/4 PGINTS ON LITES ( � o0M7 WIDER THAN W WIDER THAN 36"HAN 3H pC3 LLJ GLASS TYPE `B' GLASS TYPE 'C' X GLASS TYPE 'A' -o V 5/16" NOMINAL LAM. GLASS 5/16' NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS C: a �N o Q u') 3 c1q 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS N C> 3�PO 10 .075" Interlayer 075" Interlayer Saflex CP With PET Core Saflex CP With PET Core 0 Z '� By 'Eastman Chemical Co.' By R 'Eastman Chemical Co.' 3_ " 'a OR � � y 090" Interlo er I Q J .090" Interlayer Y 1/8" HEAT STREN'D GLASS N U Y g Saflex Clear And Color Glass Saflex Clear And Color Glass By R'Eastman Chemical Co.' By 'Eastman Chemical Co.' .075" Interlayer 090" Interia er 1 4" AIR SPACE .090" Interlayer 1/4" AIR SPACE 1 Saflex CP With PET Core 1/4" AIR SPACE SentryGlas y / SentryGlas t By Eastman Chemical Co.' t„ V B K rara America, Inc.' By 'Kuraroy America, Inc.' `1 OR u m OR Y OR 090" Interlayer 1/8" ANN. GLASS " 1/8" HEAT STREN'D GLASS SentryGlas W 090" fnterlayer 1/8" HEAT STREN'D GLASS 090 lntertayer By `Kuraray America, Inc.' e a n f N Trosifol PVB Trosifol PVB ° s o By 'Kuraroy America, Inc.' By 'Kuraray America, Inc.' v, 1/8" ANN. GLASS 1/8" HEAT STRFWD GLASS 1/8" HEAT STREN'D GLASS w � 6 m � W ? a a w U SILICONE Z Uj SILICONEm SILICONE m GE 1200 GE 200 M GE 1200 ? DOW CORNING 899 DOW CORNING 899 N DOW CORNING 899 N r a DOW CORNING 995 " c M1 1 DOW CORNING 995 N � Mt :j j DOW CORNING 995 iv M1 j j �� o o °' 0 0 I:j '0_0 m a 0 I.' 1 II XL EDGE SPACER XL EDGE SPACER i Clw o XL EDGE SPACER ST. STEEL BY `CARDINAL' ! !i ST. STEEL BY 'CARDINAL' !I ! !I ST. R STEEL BY 'CARDINAL' `t 111•llrf! OROR 'QUANEX' O DURASEAL BY 'QUANEX' 0 DURASEAL BY 'QUANEX' Ci DURASEAL BY ' OR SUPER SPACER BY 'QUANEX' a Eg SUPER SPACER BY 'QUANEX' `�` � L1r'E `SC OR F �® ,� N iv IK SUPER SPACER BY 'QUANEX' E9 W E9 E o M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES >1 M7 AT 1/4 POINTS ALL SIZES _`. 1M 70592 D I c GLA ASS TYPE `B1' GLASS TYPE 'Cl' �� y ro U I TYPE 'Al'Al I .LASS 0.70" OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS 0.70' OVERALL INSUL. LAM. GLASS -" ®`' A P ��`qf�� drawing no. ts.M.1.) , �. �.�� 1 W10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' & 'Cl' MUST BE TEMPERED. ',/��/®I�� V\\ (sheet 4 of 11 • TYPICAL ANCHORS METAL FLANGE & FLANGE ADAPTOR FRAME 4ftM SEE ELEV. STRUCTURE lay FOR SPACING ' WOOD BUCK ; TYPICAL ANCHORS C Y I n a SEE ELEV. I ►�- E- ----- --==--�--i� a� FOR SPACING X m v r-- ------ i ®_ F- 2 a 4 a ; , \ a ¢ I I MIAMI-DADE COUNTY APPROVED I i Z 'Q ¢ e a. d EDGE'' DIST, I I N� 4 a d a•' d a c d a � 1! MULLION & MULLION ANCHORS I It! I a a d ° u=f EDGE DIST. NI- . I E SEE SEPARATE NOA a�jlo N t I EDGE DIST. i ® O 0 m 0 _ I LUj L- ---- -_- --------JJ O r O � 1 O ` � � � � >M O c+1 0 t Ii_ j! E7 J TYPICAL ANCHORS � s TYPICAL ANCHORS SEE ELEV. •• 4"3). TYP • •••••• FOR SPACING Q t^0 ' !j li i I I FOR SPACING )d• a��•� II •••�• ZZ ¢ w • • II t Q W Ot � h •••••• 2 3/8" MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW• "" • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM - • AND TRANSFER THEM TO THE BUILDING STRUCTURE. •�.•� ` * � •��•� i �i � jl II --' ••••• �E C • � '• it I I - O jG , H SEE ELEV. FOR SPACING • • 'I • • • •••••• 2-3/8kn MIN. ;4" ` 'g Ftt • FLANGE r LAIC GE & FLANGE ADAPTOR FRAME M I 1/4 14" MAX.MAX- BUCK WIDTH / 01 SHIMS SHIMS z mit TYPICAL ANCHORS VENT WIDTH ; VENT WIDTH i a i FLANGE ADAPTOR FRAME 01.- ° zl FOR PACSEE ING P w m I 0- O F 1/2" TYP. 01 a M 0Grw` � 1U q L10 1 1/2 av 0 b vim,A wok O Q '! I - O -in o I Q o op 2 WOOD B K 0 14 Yii 1t•# this ' -SCREENS OPTIONAL _ =--.: --_ _ R i •• Z�•N •••• • Q _. _„_. _, WOOD STRUCTUR •• _5 • Lit •.• • W •••:• 2 0 �I •••••• Qv - 2 20 WOOD BUCKS Z M r •••••• OUT EXTERIOR XOX LAY •••• �� 2• ' • TYPICAL ANCHORS • • • • A D.L. 10po **:099 SEE ELEV. 23 ••�•• ••••• FOR SPACING •• �•� MIAMI-DADE COUNTY •• •• � •• • 000000•••••• APPROVED MULLJON 0000. I - . c & MULLION ANCHORS A i • • ff7 40 O O rar> ••••i• ; •••• toSEE SEPARATE NOA ••••••. •SUCK WIDTH SUCK WIDTH N •• • ' ••• • •ALTERNATE O_ �l.i.l• v LLJ SWEEP LOCK _ 1 OPTIONAL TO 'O � r---� E21 SPRING LOCK a C i tl i D S� o I- � i I S6 I ¢ N N to S � I I V' 02 -- -.--- - - I I w Q L VI -- L E4 E TYPICAL ANCHORS a 1/4” MAX. BUCK WIDTH 1/4" MAX. SHIM SHIMS =O �_ r F VENT WIDTH TYPIC ANCHORS 1 C� O2 z0 0 0 0 SEE ELEV. 1 TYPICAL ANCHORS z z z z OR SPACING SIE E 1 o c FOR SP kCING INTALLATIONDETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND C: °' o C6 N u ° 1' /4" FLANGE ADAPTOR FRAMES. o 0 o a _ 0_0_00 gig -••- - SCREENS OPTIONAL w I '• +1 LL -- PRODUCT REVISED _= • 70 :_ T as complying with the Florida y a I Y 1BY Building Code E6 _ EXTERIOR P WOOD EUCKS NOA-No. 17-0918.09 Expiration Date 09/2212020 E OF drawing no. XO LAYOUT D.L. OPG. B �� aat®�.•�� w —1 8 �, , -' Miami-Dad ,duct Control `//// II I I��,\\% I sheet 6 of U TYFiCAL EQUAL LEG FRAME ANCHORS METAL SEE ELEV. STRUCTURE ley FOR SPACING _ ____ _ __ _ o ' 4YOOD BUCK TYPICAL ANCHORS p I✓�--------------- —I SEE ELEV. I FOR SPACING o I MIAMI-DADE COUNTY OVED I r> d M3 d ° % 4 EDGE- DIST: o iv DG£ I IV i SEE SEPARATE LLIO CHORS i I I ® M ¢I '� I EDGE I I n I EDC DIST. >- p I 01ST. I I 0. \ mp3 U ❑ F !� A l z M1 7 a ��,- _ normo TYPICAL ANCHORS d C Q E7 TYPICAL ANCHO aq SEE ELEV. � FOR SELEV, FOR SPACING • N f •• •.• .. I 1, I; 1 STT Lit I it •.••.• if II EQU LEG FRAME CAN BE INSTALLED DIRECTLY 0M j I WOOD, CONCRETE OR METAL STRUCTURES "•" w M �••••� ii TYPICAL ANCHORS fTHOUT THE NEED OF A WOOD BUCK. • SEE ELEV. ••.• ••••• !j -I FOR SPACING ••••• •• �•� N ••••• E !i 2 3/8" MIN. •+••• vi •• • �+ •••••• 1/4" MAX. RUCK WIDTH ••••• I • `�°I • i i p SHIMS PRODUCT REVISED -� • • j. j. I as complying with the FloAda 3 I."••• in III 20 E 1 \� NQA-Ido-Building code 17-0918.0Q� • •0 �'••• 1 • • •• M • 2-3/8" MIN.� Expiration Date 09/22/2020 is If I �• N � j Ij 1 1/4* \ By o Miami-Da roduct Control s CV a o __ _ __ _ \ >-r Up °0 CD N o W -a J WHEN USED THE MIN. WOOD BUCK E Z E� DEPTH SHALL BE 2%". THE USE OF MIAMI-RADE COUNTY O - K) k jl 'J o as 1 DEEPER OR BEVELED WOODBUCKS IS APPROVED MULLJON N O w v ES PERMFTTED. & MULLION ANCHORS U O W iE SEE SEPARATE NOA `" I i_ II I Q o b BUCK WIDTH J BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING w (n a 0 . j ! -f - 1 E7 it ♦- N II I 10) z z z z II I I W2 M9 I i --- - - - - Cd N N •0 O O rn oiO W1 M3 i _ _I 0 0 010, �t p 2 W3 uzi \,,{itildP?/t��' B 1 I E2 All o II I 0592 i I de _ I d 11 • d d. _'� �J ..d.. O dG d _ ppLS d d' ANCHORS o TYPICAL .. � a D P a v d owin n • - dr .r CF D v \ a d \ Z I SEE ELEV. EDGE DIST. $ ( FOR SPACING 'moi •••''• �� W 10-18 TYPICAL ANCHORS e g �plalaP,. '. 1 BY SEE ELEV. d WOOD BUCK FOR SPACING "„ EDGE DIST. ILLUSTRATIVE DTLS. ONLY TYPICAL ANCHORS FIN FRAME M SEE ELEV. o EXT. OR INT. FINISHES FOR SPACING I 0 NOT BY CGI Z Z / X E1 1 1/2" `�� a� ® Z "� N PRO T REVISED a as plying with the Florida 2 n Q- IS ding Code 0. p HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING OA-No, 17-0918.09 0. cm,U NOT BY CGI $ S (Fu = 74 K51 MIN.) Expiration Date 09/22/2020 I 0 1 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES El I ® _ U) � A2 2 1-1/2" MIN. PENETRATION INTO WOOD Miami- a roduct Control � o a� BACKBEDO> M e E3 „ CAULKING 0 d 11 p Q .1 ' E7 0 0W•1 • • Gs. o ts•N_ •••••• _ s �. �I •••• � lrJ� sLL•i� •• t 1 ••••• �'[ �O 2 •••••• !j �j • .,I Ci t0 Q � it •+••• W m r ie•••i • �I 'I •••• ••:••- P I' • + • • N li I •• •• \ • • m ••+••• II II t • 'j i • ��' • • ••••i• CP WOOD STRUCTURE 1/4" MA BUCK WIDTH MAX o c a I •I NOT BY CGIGAP GAP p T cV 0 1/2" MIN. E ~ 1/2* MIN. 3 N rn Ij Ij Y z C Z LL- co m E2 1 00 ilil W Uo¢ a 2 { M U •- I li 1 k BACKBED iI f CAULKING II li � '04 T E I N !I II -- -- - - I r ti �V W 0 M v=i f! jl jl IL o w �TLI �I (�'-''� - _-__ z 1 E7 ! _SCREENS OPT. - - _- _ __ _= I czi ° 1 1 0.0 0 � o 11 i oz z cc z W2 I M9 E6 HOUSE WRAP_j rn N07 BY CGI EXTERIOR I°io @ m W1 E11 I Oo 0 o 0 18 m w c9 x W3 BZ BACKBED .•EN� � i o CAULKING ` V i I N eCS F A � 7 9� c a HOUSE WRAP • NOT BY CGI 1 1/2" z M ° e . e $ v • e S TE Or .�� drawing no. RIDS.• �°� W10-18 TYPICAL SEE ELEV ANCHORS FOR SPACING ITEM PART # QUAINT= DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS � V M E1 PRODUCT REVISED CGI-l00 - FRAME JAMB ® FIXED GLASS 6063-TS CGI EXTRUDER as complying with the Florida 01 E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER Building Code E3 CGI-102 - FRAME HEAD 6063-76 CGI EXTRUDER NDA-No. 17-0918.09 Z g m J E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDEREx ® z z E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER piration Date 09/22!2020 w m I I By Efi CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER Miami-Dade duct Control 00,1- 0 o E7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER C � E8 CGI-107 - 5/16" GLAZING BEAD 6063-T5 CGI EXTRUDER ab• E9 CGI-108 - 0.700" GLAZING BEAD 6063-T5 CGI EXTRUDER a•�N�y • • E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER �••' : (�;9p ui ,' Ell CGI-1 10 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER '•• •' a a M 0 •.." E12 CGI-135 - TF FRAME JAMB ® FIXED GLASS 6063-T6 CGI EXTRUDER •••••• Q Q c'q� • E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER "" ®' fpC�`i ••• • E14 CGI-139 - TF FRAME JAMB 6063-T6 CG! EXTRUDER • •• a 2 a •••- •••••• 1, tW1l �•i0l� •i••� £15 CGI-140 - 11' MUNTIN 6063-T5 CGI EXTRUDER • • M•zz M i • E16 CGI-141 - 2.5" MULLION 6063-T6 CGI EXTRUDER ,,,• W � •: E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER ; ' , E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER • • • E19 CGI-1 15 - SILL FILLER 6063-76 CGI EXTRUDER •• • ••••• a • E20 CGI-116 - FRAME JAMB 6063-76 CGI EXTRUDER •U • F21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER o E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER EB v a O LU N p LII M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - CD M3 CGI-112 3" 0 ANCHORS EQUAL LEG COVER/SHIM PVC - Q CV o M4 - 0.700" X 0.040" BEAD GE1200 SILICONE SILICONE GE N t r� M5 - 0.700" X 0.040" BEAD DOW 995 SILICONE DOW i N O 'n rn M6 - 0.700" X 0.040" BEAD DOW 899 SILICONE DOW z _J M7 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A o o M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - H 0 " r Q M9 684 - ROLLER TRACK PVC - U O Uj Ln M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - Mil W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV, M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M t7i In L w w w w M14 391-N 1 PER SASH I ANTILIFT BLOCK NYLON M&M N M15 - OPTIONAL RETICULATED FOAM 30 PPI O r r r M16 CGI-134 - JAMS SPACER PVC PROTOTYPE OR EQUN. oc� oo z z za z M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUN. $ _ _ _ M18 CGI-132 2PER WD, 2" SASH STOP PVC PROTOTYPE z z =1z M19 CGI-111 ® FR. HEAD SCREW COVER PVC PROTOTYPE M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUIV o a io 0 v . 'rn0 a m ci c� 0 0 o a S2 - 2 OR 3 PER CORNER # 10 X 1 1/4" LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW w o r S3 - 1 1/4* EMBED. # 8 X 1 1/2- LG. PHL, PH. SMS. FIN ANCHOR SCREW 1ti11t0111! S4 - 4 PER WD. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW P S5 2 PER WD. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - \�� g. "'•�� S6 - - # 6 X 1/2" LG. FH. SMS. ® CGI-133 & CAM LOCK - - �'. �'tvENS`� 04u i N 11 S8 - 4 ®M. RAIL 10 X 4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - _� .7 2 m m S9 - 2PER ANTfLlFT 10 X 5/8" LG. PHL, PH. SMS. ST/ST. ANTILlFT SCREW ' S E OF .�� drawing no. W10-18 " °`ler111111�ti sheet 9 of i l aso .12D - �2-440 2.440 2.113 ObS II II � L� a; 1.015 .710i5 .050 TYP. .7605 .050 TYP. -, m -Y-- cv)- J 2.101 1 1.301 �- 1.550 1.680 .864 I� .Bb+F 1.601 _ 2.846 .065 ,TMP 1.220 1.007 H TYR 2.346 O "- a O �L _ 050 E9 5/16 GLAZING BEAD 700" GLAZING BEAD w �` t°n v I�1.155 .065T 1.395 d N IU.go 1.155--I TMP' O 1.449 F PA• 1.368 .745 E11 NAIL FIN ADAPTER 1.3s5 • v W�0' ....�. 1.015 1.015 �� .180 .293� � $1.�i8 •• Eta FLANGE FRAME HEAD E3 FLUSH FRAME HEAD E4 MEETING RAIL 3- ��••�� ® a a < � ��• 1.496 a oba ..... •� Q .065 1.413 0000 O ��p•� :0000: 1.015 }� 1.015 1.788 _ �•••• I Q_(21 d 21 ••�••� Obs ••�•• Zb"f-I 0000• 1.140 1.140 TYPM3 FLUSH FRAME COVER �2 SCREW COVER J Z f;►Q .••• • 2.264 1.255 ••••• Q W M I f- . • 0000•• 1.015 1.220 I0 -� i •• = • 100••1 L[.Ty8poP• •• � •• • N • • 065 •�•••• Ln 4.430 TYP. 3.930 T 1.043 3.685 2.885 3.185 2.885 LO U)ES LOCK RAIL 619 SILL FILLER o a 0 � 1.788 iN aLLJ � 1.450 180 C ctito .550 .050 Q W u) 2.440 2.440 7 9 2.310 O rn E22 FLANGE FRAME SILL E2 FLUSH FRAME SILL -� 1.065 1.22a = Z Typ. p o 2.737 2.737 FLANGE ADAPTOR o -�, 1.043 U 065 .065 Trp• TYP. 621 ALT. LOCK RAIL 2.6,3 2.613 2.505 2.505 1.892 Gi ri ri W w w w 0 to VI z x x so 065 nP PRODUCT REVISED o ; w W W as complying with the Florida rX 0 i z z { 2.195 Building Code a x x L 4 Q 1.oaa �.991 .500991 17-09'18.09 NOA-No. o> 0 0 0 0 3.237 2.737 1,015 z z z z Expiration Dam /2212020 i E14 FLANGE FRAME JAMB (MOVING) Ego FLUSH FRAME JAMB (MOVING) i 1 BYz✓ �"� n .n w Miami-Dad,p,Product Control -�j .811 E6 HANDLE RAIL 1111tr1rr�� 1.025 At* �• ' , ', ! M 2.505 .065 TYP. 2.505 .055 TYP. \ ,•°' n \ < O. 592 0 a � � a 1 1.015 1.015 1.395 .74� .065 ' 1.40a 500 S dE CO; =�� drowing na. 245 1.015 i'�°. N1D�` ,.745 1. .•' ��\�� I YY 11 o- 1 8 ° } Et E7 NAL E7 t�� sheet rJ of 11 E12 FLANGE FRAME JAMB (FIXED) FLUSH FRAME JAMB (FIXED) SASH RAIL PRODUCT REVISED 0 r� as complying with the Florida o y� Building Code p / NOA-No. 17-0918.09 Z /-/ Expiration Date 09/22/2020 o Z N z By Q E C /j S2 Miami- ail roduct Control p t 0 o /I ® W N f y LIP U) Zab-,e' 0000:0 ewe '. 0000, 0 �eeee O'� �eeee� eeee W �e�j •e.e•e a ..�.. zb . 0000. .. .. -dz�'a +; 0000.. 0000. W M H .' • 0000.. .. � .. 0,000. Ch FRAME TOP CORNER v = M - rn , L N O zO VENT T0PZB0OM QQRNERS 52 N Q a o C z d E0 LO N / N 00 M r� W Z LLi z Z- h H � v E L'i i t M LU L 0 r c.i w w w I z z z 9 i i = x y 0 U V U OO O O Z 2 2 z h r o o: O- o 6 N O O O D V 0 w C p•AH ((11 FRAME BOTf MQ CORNER `� �� •�G M I N 70d " �,, o ut v u �® s OF drawing no. W10- 18 I FIXED MTG. RAIL CORNER ` ''�r �`� sheet11 of 11 MIAM1•DADE MIAMI-RADE COUNTY • e PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGLTLATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-1_474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/eeonomy (Q1 Win ows Br Boors-,N—R. 0140 N. W. 'tree �ial.3172r , SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constrwetion materlalt!f' e documentation submitted has been reviewed and accepted by Miami-Dade County RER-Produ(%Q5ntrol SedW to be...... used in Miami Dade County and other areas where allowed by the Authority Laving Jurisdiction(Ad1). ;••• •, This NOA shall not be valid after the expiration date stated below. The Miami-Dade County PPA{3c+t Ccntrol.SeetionTIr1'•• Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the ribtir%have-this 4produci or•.: material tested for quality assurance purposes. if this product or material fails to perform iri fh'e accepte(f manner,.tIV..• manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mp�i v�•or suslierPthe usaoZ.• such product or material withiri their jurisdiction. RER reserves the right to revoke this accer a;".if it is detefmined4)5":. Miami-Dade County Product Control Section that this product or material fails to meet the requiier$ents 9f the applicable. building code. •� ....:. ...... This product is approved as described herein, and has been designed to comply with the FloridetuiXing Code.inciud�g•• the High Velocity Hurricane Zone. •• • 1If3N:.Series 450"Alumin.xm Outs"i&tg glazed doors w/wo elites- inpac APPROVAL DOCL U i: Drawing No.W98-01 Rev O,titled"Series 450 Outswing Doors&Sidelites", sheets 1, 1.1, 1.2, 1.3, 1.4,2,2.1, 2.2,2.3, 3, 3.1,4, 5, 6, 7, 7.1 and 7.2 of 7,prepared by Al-Farooq Corporation, dated 10/27/97 and last revised on 09/21%17, 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. S ILS E X119 ACT_A Gr LargeAan Smal'Missile Iznact Limitations: 1. See Design Pressure ratings in sheets 1.1,5,6, 7 and 7.1 for unit sizes Vs lock options, mullion type, door/sidelite, • glass/sill types and anchors. Lower Design Pressure shall control.The XX door in sheet 1.3 is a standalone unit. 2. Sills(threshold)types S-S-1 & SS-2 are not rated for water infiltration. See thresholds(sills)and glass type Al(True muntin)limitations notes, in sheet 6.Lock 10D or 10E is limited to max 38-9/16 W x 94-7/8 H door. 3. See Partial 7/16" & 1"Composite panels in sheet 6.Narrow stile sidelites are limited to 18"or less. 4. The frame are of alternate size must not exceed 125 ft',nor panel tested area and max. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOP.as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the.user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises#16-0329.04 consists of this page 1 and evidence pages E-1,E-2& E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M P.lasencia,P.E. we MIAMFDADE COUNTY LOA,NQ_17 1011.12 :�• ^e (L Z? Z 11 iration Date—PP 09,242 rovai Date. Janus 04 2018 Page 1 CGI Windows& Doors, Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE: SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS i. Manufacturer's die drawings and sections(Submitted under files below). 2. Drawing No.W98-01 Rev M,titled``Series 450 Outs-wing Doors & Sidelites", sheets 1, 1.1, 1.2, 1.3, 1.4,2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by.QN; Farooq Corporation, dated 10-27-97 and last revised on 03-22-16,s>.p%e and'saaletl by ••.•• Javad Ahmad, P.E. ' ...... ...... B. TESTS (Submitted under files#14-1103.08/912-0706.03/#11-1025.02/402��3.04) .• •• :....: 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 .. •• 2)Uniform Static Aix Pressure Test, Loading per, '(!:1—AS 2OZ,9.4 • 3) Water Resistance Test, per FBC, TAS 202-94j+SD.Q PSF, " •••••• sill S-1 only) . 4) Large Missile Impact Test per FBC, TAS 201«94.'. :'"" 5) Cyclic Wind Pressure Loading per FBC,TAS 203-�4 •, "": .. . 6)Forced Entry Test,per FBC 24113.2-1, TAS 202-94 Along with manufactwrer's parts and section drawing marked-up drawings of aluminum In swing/Outswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-0080-0304-11 dated 11/28!201 I and HTL-0080-0902-11, signed and sealed by Vi-nu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked-up drawings of double aluminum outswing doors,issued by Architectural Testing, Test Report No(s)B-5234.02450-18 dated 12/19/2011,signed and sealed by Vinu J. Abraham, P.E. 2_ 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) Cychc Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94. Along vx.ith manufacturer's parts and section drawing marked-up drawings ofaluminurn out/in swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-97055 (0080-912-97) dated 09/23/97 thru 02/27/98 for specimen#l, 2, 3,4 tested per PA202-94, specimen#4, 5A, 5B, 5C tested per PA201-94 &PA203-94, signed and sealed by Timothy S. Marshall,P.E. i Jorge M.Plasencia,P.E. Pr6duct Control Unit Supervisor NOA No 17-1011.12 Expiration Date:November 09,2021 Approval Date: January 04,2018 E- 1 CGI Windows& Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued): Along with manufacturer's parts and section drawing marked-up drawings of aluminum out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-01071 (0080-0402-02) dated 04/01/2002 tested per PA201-94&PA203-94, signed and sealed by Vinu J. Abrahan-i, P.E. (submitted in file 9 09-0723.04). Original tests conducted per SF.J�V,PA 201, 202 &203-94 now known as FBC, TAS 201, 202 &203-94. :0.0'0 00000 0.00•. 3. Reference Certified Testing Laboratories test report# CTLA 3056&.�.;ssuedtoA"fY .' Windows &Doors Inc. pert TAS 201, 202 and 203-94 for specimert4L thru 430for or 0•••-- laminated PVB glass, insulated PVB laminated glass with Duraseai ttq super spa, ers, ••0 0 0000 • signed and sealed by Ramesh C. Patel, P.E. •• •• ..0.. 00000.00. C. CALCULATIONS (Submitted under files#14-1103.08) ,•;0• go *6096* 1. Anchor verification calculations and structural analysis., complying with FBC-2b14(5 tb Edition), prepared by Al Farooq Corporation, dated 1.0/27/14 and 14t jevisadb1f AUG" 27, 2015, signed and sealed by Javad Ahmad,P.E. •to 0 00 , :'•••; 2. Additional intermediate horizontal mull calculations, prepared by Al Farooq" Corporation, dated JUN 29, 2012,signed and sealed by Javad Abad,P.E.(Submitted under file# 11-10215.03) 3. Glazing complies w/ASTPE-1300-02, -04 & -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. (former E.I. DuPont DeNemo rs & Co., Inc.)for the "Sentry Glass ®Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) (Former Solutia, inc.) for the"Saflex CP -Saflex and Saflex HT Composite Glass Interlavers w/PET Care", expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) (Former Solutia, Inc.) for the "Saflex Clear and Color Glass Interlayers", expiring on 01/21,21. F. STATEMENTS (Submitted under files#14-1103.08) 1. Statement letter of conforr_ance to FBC 2014(5th Edition) and letter of no financial interest,prepared by Al Farooq Corporation, dated 09/30/14, signed and sealed by Jatiad Ahrnad,P.E. 2. Lab compliance and addendmn letters, as part of the above referenced test reports. Sorge M.Piasencia,P.E. roduct Control Unit Supervisor NQA No 17-1011.1.2 Expiration Date: November 09,2021 Approval Date: January 04,2018 E-2 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER i. This NOA revises & renews#14-1103.08, expiring on November 09, 2021. 2. Hardware cut sheets verified and marked-up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal dated 12/16/14 approved by RER and Test proposal# 10-094C, dat��1 11/17/10approvedbyBNC. • . . •••• 2. NEW EVIDENCE SUBMITTED ••• A. DRAWINGS .....; 1. Drawing No.W98-01 Rev O, titled"Series 450 OutswingDoors $11elites'•, s1w is 1, ..,., 1.1, 1.2, 13, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1,4, 5, 6, 7, 7.1 and 7.2 of 7-,g1wptred by;I: •• ••' Farooq Corporation, dated 10/27/97 and last revised on 09/21/17:1 aqui and sezled by "";• Ah • Javad mad P.E. • ' • • • .. . 004'e ..... B. 'PESTS . •. w• . 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FRC 5t' Edition (2014) and with FBC 61h Edition (2017);prepared by Al Farooq Corporation, dated 09/29/17, 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. Notice of Acceptance No. 17-0712..03 issued to Eastman Chemical Company (MA) for the "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers w/PET C ore", expiring on 12/11/18. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA)for the "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. tatement eater of conformance_to_;11'BC St_Editicrn_(214} an FBC.�.!, di#ia 017) ani leder of no financial interest 1pLe aced: y arooq Corporate dated 08/3.17, signed aud sealed y Java ad,p • �.;, G. OTHER 1. This NOA revises#16-0329.04, expiring on 11/09/21. Jorge A Plasencia,P.E. roduct Control Unit Supervisor NOA No 17-1011.12 Expiration Date: November 09,2021 Approval Date: January 04,2018 E-3 TYPICAL ELEVATIONS SERIES 450 ALUMINUM OUTSWING GLA ED DOORS WITH 0R WITHOUT SIDELITE 38-g/1 6- LEGEND FRAME WIDTH 6 7/8~ 6 7/8" 113-1/18" — —0 — OUTSw1NG DOOR DETAIL 74-1/2~ D.L. OP^v. t/4"FRAME WIDTH FRAM E WIDTH WIDTH f# 11 H-0 — ;TEM DESCRIPTION H-0 to 6 7/8" D.L, OPG. D.L30PG. 6 7/8~ ,- S E SHEETHINGI 1 4 (see sheet 2 of 7) 3 DUT WIG WIDTH ES WI TH '� f p r:7 LOCKING OPTIONS I I PRODUCT REWSMas eQmprq with tf1d Vlorida••• ;• SEE CHART SHEET 1.1 /' \\ j I �� Builddlag t de • • NOA 9%•• 17;10".12 ...... �� X }- // I ExpiMltflll'9ate 11/09/2021 ;•• •: BY • i ••• • i I A \\ _ ,' /, i MiamV- roduc)rgr&trolL11 CD LLI LLI ••: •• x Q z E}UWINQ q \ \\ 4 �••••� ?/ •..• Do FRAME HEIGHT = PANEFRAME HEIGHT = L HfHGHT 2158 A THRESH(y.•?FRAME WIDTH PANELWID812 LH CONFIGURATIONS SHOWN • • �•• \\ RH SIMILAR CTIVE\J LACTIVE I INACTIVE f ACTIVE I PANEL WIDTH 3 t2 ox 3 3 OUTSWING ss1 ss2 ccSS1 SS2 S�S1 SS2 Ss1 &112SADDLE SILL4 FRAME FRAME (DDDR/S7DELITE 149~ WIDTH WIDTH I PANEL D.L. OPG. tTHIS PI2GDUCT HAS BEEN DESIGNED AND TESTED TO CO P T�1E1 • TESTED FRAME WIDTH (X) (XX) I WIDTH WIDTH + REQUIREMENTS CF THE 2014 (5TN EDITION)/2017 (ETH EDITIONµ 26-9/16' 50-1/2' 2s-3/4' 12-3/4' FLORi€kt BUILE)IN ,CODE INCLUQING_HIGH_VELOClTY HURRICANE_ZON ( Vf, S- H-0 y-0 32-9/16'i 62-1,'E' 29-3/4' 18-3/4' STEPS TO USE CHARTS: 3 38-9/16'1 74-1/2' 35-314' 1 24-3/4'4a-9/16' $6-1/2' 1 41-3/4" 30-3/4' 1. DET ERMINE WIND LOAD BASED ON PROVISIONS OF 2014/2017 FLORIDA BLDG. CODE. 2. DETERMINE 'NATER 1WLTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. t 1 DDDR/S7DELITE 3• SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD FROM SHEEP 6 i \ FRAME PANEL 3K D.C. CIPG. AND LOCK OPTIONS FROM SHEET 1.1. / \ HEIGHT HEIGHT HEIGHT / I \ 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHARTS 82-3/4' 80-7/8' 67-3/8' 1 X/ C. L. OP ON SHEETS 1.1, 5 & 6. 1 �Y\ WIDTH 84-3/4' 82-7/8' 69-3/8' THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 90-3/4' 88-7/8' 75-3/8' w , \ 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEETS 7 & 7.1) m 96-3/4' 94-7/8' 81-3/8' �- T 6, FOR MULLED SIDELITE REFER TO MULLICN CAPACITY ON SHEET 5. •- M I 3 \` 102-3/4' 100-7/8' 87-3/8' I./ 7. LOWER DESIGN PRESSURE FROM LOCKS CHART, PANEL PERFORMANCE CHART, NOTE: // \ ?/ i / ' 108-3/4' 106-7/8' 93-3/8' \ / , p MULLION PERFORMANCE CHART AND ANCHOR CAPACITY CHARTS AT MULLION AND EGRESS P.EuUiREMENTS TO 13E REVIEWED `r' \ I �/ / 114-3/4' 112-7/8' 99-3/B' MTG. STILE ENDS SHALL CONTROL THE ENTRE SYSTEM. BY BUILDING OFFICIAL. N \\\ i p 120-3/4' 118-7/8' 105-3/13' S. MATERIALS INCLUDING BUT NOT LIMITED TO S-EEL/METAL SCREWS, THAT COME INTO \ I * HEIGHTS FOR STD, THRESHOLD CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. `,\1111111 11/l/f/ o< 7 T ACTIVE I INACTIVE I I DWG. NO.: W98-01 ��`� G xo S-Q = :Ar WInQOWS and Doors, Inc. MULTIPLE SIDELITES W� DOORS 3 3 + 10100 northwest 25 street miami, florida 33172 A' WITHIN TESTED FRAME ' AREA ARE AVAILABLE SS1 SS2 SS1 SS2 TA product Series 450 Outswing Doors & Sidelites revisions: •• MAX. FRAME WIDTH di (SEE SHEET 6} �� 4 4 u 05.13.15 REV.PER RET COMMEYrS�i�/��'•.•,O 1D ``�� ^+ MAX. FRAME AREA 125 S0. FT. TESTED N o3.zt.1s NOTE ADDED � ®�� date i0-20-97 sheer. 1 of 7 LIMITED PER FISC FRAME AREA 0 0921117 UPDATED W 2017 FSC I1t1111�\ TYPICAL ELEVATIONS - - - - LOCK OPTIONS AND CAPACITY 1---l6A10AA I 10B 10C & 10CC 1 oD & 10E 10 F FRAME HEIGHT TEXT.(+), INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INF.(-) 90.0 90.0 100.0 110.0 100.0 - 110.0 65.0 65.0 80.0 80.0 100.4 110.0 96-3/4" 90.0 90.0 100.0 110-01 100.0 1 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108-3/4" - - 100.0 110.0 100.0 i 10.0 - - - - 90.0 90.0 120-3/4" - - 70.0 70.0 70.0 70.0 - - - 70,0 70.0 A : COPP R 5' LEGEND 108 : RECENT COMMERCIAL 3 POINT 10C BALDWIN SINGLE POINT LOCK __ -0 - OU ESWING DOOI00E•T•41L I DCC COPPER CREEK SINGLE POINT LOCK • • •••• • •0:0 10D DOR-0-VATIC SERIES 1690 •• ' • ' ' 10E JACKSON SERIES 2085/2065 •••••• • 1OF SURFACE MOUNTED LOCK • • •••• - ITEA�L�,&E SCRIPTION • LH CONFIGURATIONS SHOWN (see.111M. 2 (r*7) ' RH SIMILAR (SEE SHEET 1 FOR SIZES) z •• •. •• • • •••. o • 38-9/1$" MAX. 74-1/2" MAX_ < 74-1/2" MAX. 152" MAX "�'� ' �• FRAAFE WIDTFt FRAME WIDTH n o FRAME WIDTH FRAME WIDTH ' :••.:. '••••• 13 POINT 12 O1 W REGENT 12 CGI DOORS : • • • :••••: z COMMERCIAL (SEE SHEET 1) •• • •"•'• ' ' LOCK = 3 PONT LOCK , •• • 1 UE HORIZONTAL LLIT /. MItNTIN j i I �� (1 OR MORE PSR DOOR OR k SIfDELITE PANEL) i I �� U-1 G2 LU to I % • o oa \ � -/ it ¢ o � ��\ 10$ MT �� i r% `� "� I r Z S o 4 00 I FIXED \7 FIXED , J ACTIVE I INACTIVE ACTIVE I INACTIVE I % x OR 0 xx 12 ^ Xx 12 OOxx m OPTIONAL TRUE MUNTINS RESIDENTIAL HARDWARE COMMERCIAL HARDWARE DOOR OR S€DELITE HINGE LOCATIONS i DWG. NO.: W98-01 MAX. FRAME HEIGHT NO. READ, MAX. SPACING I UPTO 90-3/4' 3 35 1/2' 9N `,�i1st11llrrr/r�'i PRODUCT REVISED ABOVE 90-3/4' Wa UFT❑ 120-3/4' 4 44 1/2' g �� ll / _4� as complying with the Florida �� , GE 'i. Building CodeCA hk DOORS WITH 3 HINGES LIMITED TO 100 PSF �' •••' NOA-No. 17.1011.12 FR&ME HEIGHT = PANEL HEIGHT + 1-7/8" (SID. THRESHOLD) = = Expiration Date 1/0912021 wl n d o w s o n d Doors. Inc. FRAME HEIGHT = PANEL HEIGHT + 1-5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2.8125 _ _� �; By �� ___ _ I 10100 northwest 25 street miami, flarida 33172 p OF Miami-Da Product Control m ^ �: product Series 450 Outswing Doors & Sidelites HARDWARE DESCRIPTION o00 ,,�s '••a A' •��,' Z YONA`I.- �� date : 10-20-97 sheet 1.1 of 7 x 4 rrrrrr:ll��t� 3/16"-ANN. GLASS - - - 3/16" HEAT STREN'D GLASS - 3/16" ANTI. GLASS - - - .075" Interlayer .075" Interloyer .090" Interlayer Saflex CP With PET Core Saflex CP With PET Core Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .090 ALUMINUM SHEET OR OR OR -090" Interlayer .090" Interlayer G9O" Interlayer 1/4" PLYWOOD SentryGlas SentryGlas Trostfoi PV8 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' .090 ALUMINUM SHEET BULB VINYL 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS BULB VINYL 3/16" HEAT STREN'0 GLASS CGI-382 CGI-382 BULB VINYL BULB VINYL CGI-382 - CCI-382 Z � Z � GLAZING STOP OPTIONS � zP in m I� I N � II !I� N � I 'i N N 652 .... w 639 (�Lo- z m oso mmIX I065ICU •••••• m ' • •••• _, - -w -- w - •••••• • • SILICONE 1 •••• . • GE-120D SILICONE SILICONE SILICONE • • • • • • DOW 995 GE-1200 GE-1200 GE-1200 778 754 .0 DOW 995 DOW 895 DOW 995 •••••• • •• • ••• DOW 899 CGI-504 •• ••• CC-"515 • "" DOW 899 DOW 899 DOW 899 CGI-37.—� • GLASS TYPE 'A' GLASS TYPE `B' 16" OV RALL COMPOSITE ANE ;";'; •. 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS • • i••• • • •••• x{.617 .672 '••• i •• • •••: II • • • 1/8", 3/16" OR 1/4" TEMP. GLASS 1/8", 3/16" OR 1/4" TEMP. GLASS •• • AIR SPACE AIR SPACE o �0 m 056 3/16" ANN. GLASS 3/16" ANN. GLASS 21.075" Interlayer .090" Interfayer 754L L Saflex CP With PET Core Saflex Clear And Color Glass �P2 090 ALUMINUM SHEET By 'Eastman Chemical Co.' By 'Eastman, Chemical Co.' CGI-39 fi CGI-519 OR OR 3/4" PLYWOOD .090" Interlayer .090" Interlayer BULB VINYL SentryGlas BULB VINYL Trosifol PVB D90 ALUMINUM SHEET CGI-382 By 'Kuraray America, Inc.' CGI-382 By 'Kurcray America, Inc.' BULB VINYL 3/16" ANN. GLASS 3/18" HEAT STREN'D GLASS CGI-382 DOORS AKO SIDELITES CAN BE GLACE USING SQUARE OR OGEE GLAZING BEADS/AD. TERS Z ti i if z W z it lid i E o a x x i.. I !I' I x ;I I . f , I XL EDGE SPACER XL EDGE SPACER ST. STEEL BY 'CARDINAL' ST. STEEL BY 'CARDINAL' OR SiL1CONE OR } SILICONE i SILICONE DURASEAL BY 'QUANEX' KGE-1200 DURASEAL BY 'QUANEX' GE-1200 GE-1200 OR DOW 995 OR DOW 995 DOW 995 SUPER SPACER BY 'QUANEX' DOW 899 SUPER. SPACER BY 'QUANEX' DOW 899 DOW 899 GLASS TYPE -'Al' GLASS TYPE `¢1' y= n 1r:,-.R1ERALL COMPOSITE PANEL i;: 1" OVERALL INSUL. LAM. GLASS 1" OVERALL INSUL. LAM. GLASS DWG. NO.: W98-01 GLAZING OPTIONS `\��ttiLLLrNNr/�� PRODUCT REVISED as comp)ying with the Florida i Building Code I NOA-No. 17-1011.12 a � � ossz Expiration Date 11/09/2021 _ = Windows and boars- Inc. z � � By -} 10100 northwest 25 street miami, f1o6da 33172 Miam'f-'Da oduct Control OF product Series 450 OUtswing Doors & Side!ites �i��°l�• , �� `� date 10-20-97 sheet 1.2 of 7 m 2C, ��rNf l I L►1��, 74 1/2" (TESTED SIZE) 9 FRAME WIDTH FRAM E WIDTH 1/4" 3" 3" 24" 24" 3" 3" 24" MAX, 3" 3" MAX. MAX. _ H—O 00 3 - I i t •••• I 24 3/4" Ij \ / I • • w • D.L.O./ \ I s••••• :••••• • ••i• / I \ / j ••ai•• • • • n J— I a••• :,'• s• • • • • • •• • i •• • `••• � rQ Q i f N M N 7 I •••••• • ••• • ••• A 1 OAA i • i • • • ••i• } M •••••• w z d S r = I •• • ~Ld :2 tu o %/ 1OAA7111 w % I 00 Zz CL I c -N 00 co C14 • < t I n I C', 77 f j00 IX I I 00 I[ I 1 1 INACTIVE �) ACTIVE ACTIVE i i I I S—O 3" \—HAGER S� 3 3„ HINGES 35-1/2" MAX. NOTE: THIS UNIT IS STAND ALONE UNIT TO BE USED AS 'X' OR 'XX' (OUTSWtNG) TO THE MAX. SIZE SHOWN, WITH GLASS TYPE 'A AND LOCKING MECHANISM '10AA' (EALDV�IN 8200 DEADBOLT W/ CGI 3 POINT LOCK) DWG. NO.: W98-01 AND 'S—O' THRESHOLD 507. THIS UNIT CAN NOT BE USED WITH SIDELITE OR MULLED. � �� il Iifill, PRODUCT REVISED � ��` as complying with the Florida LARGE MISSILE IMPACT " �� ••• �i Building Code �caNat �� NOA-No. 17-1011.12 MAXIMUM DESIGN LOAD RATING = t 100.0 = 82 = Expiration Date 11/09/2021 , 4N i n d a w s and Q o ors, l r),--. i (FOR SIZES SHOWN ABOVE OR SWXIER UPTO CODE UMIT) — 132.0 PSF - ~ ----- G northwest 25 street miami, flarida 33172 GLASS TYPE 'A' — By = 1010 ,' �� Mia -Da roduct Control LOCK OF f10N t 1A G t 3 Pgt T MECHANISM W/ BTkLDWIP SERIES 8200 DEeD BOLT � OF �� product : Series 450 Outswing Doors & Side!'ttes 8 2 8 �i�'�$° � �� date : 10-20-97 sheet 1.3 of 7 LOADS SHOWN ABOVE ARE FOR ELEVATIONS SHOWN ON THIS SHEET ONLY. 74 1/2- (TESTED SIZE) 38 9/16" C V R PANIC HARDWARE ^ FRAME WIDTH FRAME WIDTH 1/4" 3" 3" 24" 6" 24" 3" 3• 24" MAX. MAX. MAX. H-O H-O 3 3 i ip c0 io I I I 1 I 1 / 1 0000 I I I 0 0 • • • 0000 • 0000 I I CONCEALED 1 CONCEALED •••• i • • •0 I I VERTICAL ROD VERTICAL ROD 1 000000 i•66.6 • •000 I I co I ' cc 1 060.66 • • • II �j i( J-0 ••66•• •• s 0 •••� 3 I I i JE 'n in 3 •0•• 0 0000 • •0• • • APPROVED PANIC HARDff=EOR DGW14 ��• (I ! I I / I I � i DOR—O—MATIC SERIES 16900i0WGHBAR EXIT DEVICE10 •• / I JACKSON SERIES 2085/2096 CONCEAL1;31-ARnCAL N i� i ROD EXIT DEVICE i•0••� 06• • •60* i V) I A r I •0••••F- [�[ I 1 3 _ F- I LLj 1:✓ w r // v a I / I I / cc w { / ; I 00 �M N < m Z 0 S M f`1 f�l Z 1 f'� Z CD _ ----------- ti Qa a=M=' a y-_-_-..-.-_-------------_-_-_-_ � - � -[)L= ` D. -V ---- -- Z z co Ld-------------- � Q a E oZ i 0 I �U) a z �0 100 ; ! I / \ t00 ! ¢ wo Ld \ OR I I // \ OR I 10E I 1 O 1 I I / m 00 ! 1 I I f r in Q u Q I ! c I I i I I 00 Co ACTIVE I I ACTIVE ACTIVE s M I � I I SS1 6" 6" 24" 7 1/4" 7 1/4" 551 7 1/4" { 4 - 35-1/2' MAX. �4 ¢ +`; "=: w: W098-01 PANEL WiDTH PRODUCT REVISED DOORS LOAD CAPACI'T'Y - PSF „ X N �� (� 1�,��rir as complying with the Florida Building Code FRAME HEIGHT FRAME WIDTH EXT_(-?-) INT.(--) � _ � �: •�yGEM3F''', � NOA-No. 17-1011.12 96-1/2" 74-1/2" 70.0 7Q0 _ 0502 Expiration Date_ 1/09/2021 �,y;n d o ws an Doors. 84-1/2" 74-1/2" 80.0 80.0 " _ :*_ DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. �� By -=- -�" 10100 northwest 25 street mi ', florida 33172 Mia i—D roduct Control QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2N N ��•'•,, ^ product Series 450 Outswing Doors & Sidel'stes LOCK OPTIONS 1 DD AND 10E = Z o rrr cI ...... date TO-20-97 sheet 1.4 o" 7 I FB-ILL 0 F MATER ! ALS Eil HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL ITEM DESCRIPTION CGI 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2- F.H. M.S. F 17 #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) (3 PER PANEL UP TO 7'-6 3/4" HIGH) (4 PER PANEL OVER 7'-6 3/4") 2A 3/8-16 FULLY THREADED CONTINUOUS ROD 12 CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED 2B 3/8-16 HEX NUT TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH 2C I 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE #8 X 1/2" PH SMS. FTJ SHEAR CLIP (EXT. NO. 506) - Fl-3-1 SEE SHEET 1.2 FOR GLAZING OPTIONS •••• ® DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT -1-4] SILICONE GE-1200, DOW 995, DOW 899 ••%• 6" FROM ENDS & 24" O.C. MAX. •••�•• ' 9/32" DIA. HEAD & SILL INSTLL. HALES AT1/2X 1/2 •••��• •�•• � '�•' 17 " " CONTINUOUS CLOSED CELL FOAM ":": .' �•• 6' FROM ENDS, 3 @ CENTER OF PAIRS .. .. •• •••• SPACED 6" O.C. & 24" O.C. MAX. TAPE WITH ONE SIDE ADHESIVE •�•�•� _61 #14 X 1" PH-PH-SS TEKS SCREW, @ 3" & 7" 18 PLASTIC WEEP BAFFLE •�•• ' :....: FROM ENDS & 19-3/8" O.C. MAX. 19 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL • a #14 X 3/4" HEX HEAD S/S TEKS SCREW AT ANGLE ADAPTOR 6" FROM ENDS & 24 3/16" O.C. MAX. ® .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM-TITE WEATHERSEAL (A.MESBURY # 32011) 10 ACTIVE PANEL LACK OPTIONS (SEE SHEET 1.1 FOR LIMITS) EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063-T6. 10A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, 375, 390, 505, 508, 511 EXTRUSIONS ARE 6063—T5. (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. 10AP. CG! CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. 10B J REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. 3_ rj I. 10C SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. "{ '"'"' DWG. NO.: W98-01 b2CCj SINGLE -POINT LOCK 1 DEADBOLT BY COPPER CREEK SERIES D82410. Ji PRODUCT REVISED ( ) � ��tiS i i i i` jJl It as complying with the Florida i; �� • � Building Code 10D DOR -O—MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH I = Y ;` �Q�•�,tic �sfi '� NOA-No. 17-1011.12 CONCEALED VERTICAL ROD SEE SHEET 1.4. expiration Gate /09/2021 vri Z o. 0592 1OE JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD e z z = = By _ - _ \1VIn<1_c>ws anct Doors. ono. EXIT DEVICE SEE SHEET 1.4. mia i-f3 Product Control 10100 northwest 25 street mian,4 florida 33172 •' SWATE OF 10F CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF product : Series 450 Outswing Doors & Sidelites (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. _ti5®ONA ��t� dote : 10-20-97 sheet 2 of 7 � z o Jfflfill�fS� 4.462 931 4.(152 639 652 - - -- ' - - • 125 Mo N .080 080 co 125 m .065 0i m .750 1,873 1.812 1.918 062 1 JI .778 }�- .754 J44 r1.0,34 N�LW CGI-375 CGI-504 CGI-51 CGI-511 L2.082- JAMB COVER CGI-502 JAMB/LOCK/SIDELITE STILE CGI-507 DOOR FRAME HEAD/SILL1.102- 1.844 _{ .617 1 ,672 M I CD oso ...... 1.250-1 .750 I aq ,050 • • 0000 0000• • • • • 1.918 i 0000•• • I- 0000•• • 0000• .12 5 .754 ,742 I'�-- 0 0 0 0• • 400000 CGI-396 CGI-519 ••" • .100 k� L 0000 • •• 0000 I .12 0•.00 • CGI-503 4.813 0.00•• ••• .. .. ..0 .. . 00 NARROW SIDELITE STILE ' ...... 4.562 3.122 ' • ' i•••i• 0000• • 1.250 t 0'• 0 • 0000• .075 •• • •• • • 00 0 2.358 • • 150 • 1.112 j CGI-500A - .sss TOP RAIL CGI-509 CGI-505 .188 1.844--1 FRAME JAMB/MULLION ASTRAGAL 500- .460 i.fi44-•^-�{ T 750 CGI-540 4.000 .125 3.277 .080 125 1.25 .750 4.522 .125 I 125 5.176 CGI-539 � J 5.777 CGI-514 2.3as j SADDLE THRESHOLDS HORIZONTAL MUNTIN } 1 7.312 DING. NO.: W98-01 CGI-510 PRODUCT REVISED ! N 5 F � �� as complying with the Florida y y �� SiDEL1TE MULLION �� Building Code ti1G5NSF' NOA-No. 17-1011.12 1 ' , 0592 = Expiration Date 11/0$/2021 465 Z22 1 - Windows and C)oo�s, Inc. i By 10100 northwest 25 street miami, floridQ 33172 075 -� Miami-Da Product Control i °F product : Series 450 Outswing Doors & Sidelites CGI-508 CGI-501 ® ��` date 10-20-97 sheet 2.1 of 7 0NAFRAME COVER BOTTOM RAIL =2 e %�%Mill 1��' E1/2' �/2, r 1/2, 1/2„ Bolt T— Bolt Housing= Boit Housing R— Ln "I _n Bolt Tip ¢ I Assembly #10 x 3/4" PH SMS ¢ #10 x 3/4" PH SM ¢ #10 x 3/4" PH SMS #10 x 3/4" PH SMS Flushbolt Tip Bolt Tip Linkage Assy, Th Rod readed 1 0 06V #10 ex 3 4" F:-L.WS •• O Rod' � � Q O I ACIUat01 � � ••••• • • •••• FY LLI ' x #U x 1/2� PF' MS , Arm X •.. .. LX X W •••• •• • : •••; • • • • • •••• • •• • ••• I ; • • •••••• • Connection •••••• • •. Wheel Keyed • • i ` I Cyiinder •. � '•••• Keyed Flushbolt • �, 3;14;e M o n� d• • Cylinder/Deodbol' < < Activator i Activator" y i .` z r Ass . W Deadbalt TOP SECTION SHOWN TOP SECTION SHOWN JAssembly (BOTTOM SIMILAR) UJI (BOTTOM SIMILAR) TOP SECTION SHOWN SURFACE MOUNT SLIDE BOLT (BO T IIOM SIMILAR) 11 IL i WITH BALDWIN DEAD BOLT i CGI CUSTOM �2 Fiushbolts (inactive Panel) ! H 3—POINT LOCK PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.12 I Expiration Date 11/09/2021 Actuator By Arm I mia Da roduct Control r ` DWG. NO.: W98--01 REGENT 3 POINT CC MMERCIAL LOCK � ' uc,�►vsF''"�o ® a leo.70592 rLw ;k, � v c - � � i �= Windows ancF Doors, Inc. 10100 northwest 25 street miami, florida 33172 OF product Series 450 Outswing Doors & Sidelites date 10-20-97sheet 2.2 of 7 dor—O—Matic 1690 Jackson 20861 #8 x 3/4" #12 x 1 1/2" FH SMS FH SMS 1/2- Keeper /2' Keeper Strike Plate i Top Guide w/trip #10 x 1,�2':•• .' H M .... . ..:. release j .. • #10 x 1/4" Top Bolt •••:•• 9.99 Top Lock 961.44 4 • FNMS 9.99 Assembly00 0 66.4 6. • 4 4 . . a ' .... i :**:to . . 444466 i • • • .6666. .. .. . I ' to 0 f Bottom Bolt #10 x 1/4" i Bottom Bolt FH MSis II Bolt Guide I Boit Guide ( #10 x 1/2" FH MS 1/2' 1/2" f 1 DWG. NO.: W98-01 �111ii�riri PRODUCT REVISED �i� as complying with the Florida � 1�� iBuilding Code •'uc11Exs�`"•'-� NOA-No. 17-1011.12 a 7a592 Expiration Da 1/09/2021 By Windows and Doors. Inc. •: =� Miami-D Product Control 10100 northwest 25 street miomi, florida 33172 TE g � product Series 450 Outswing Doors & Sidelites fill 111111 date� � : 10-20-97 sheet 2.3 of 7 Z o fill11lt1ll�� 1/4' DIA. ULTRACON rJ 6' FROM ENDS AND 24' O.C. I I . r I 1/4" DIA. ULTRACON m I i i SEE SHEET INTERMEDIFOR INDOGLE U UNIDOORCHORS ; I ,moi SEE SHEET 7 w I I M TIh1G QLE A HORS I I" EDGE k1 - I I ED D15 ; 2A TYPICAL PANEL ASSEMBLY cn,X , NGR E I 31 sl coNQf� e I I. q KS 1X4 PT WOOD I IV, I I I I 509 1X4 PT WOOD I I I2X� PT WOOD 2B TYPICAL PANEL ASSEMBLY SEE NOTE BELOW III SEE NOTE BELCW 1EMBEDQ n I •7 2C TYPICAL PANEL ASSEMBLY C SEALANT 9 a 8I OPTIONAL 4-562 INSTALLA11ON 502 504 9 j.100INTO 2X4 PT WOOD •••••• •••• SEE SHEETS 2.2 & 2.3 TYPICAL JAMB ANCHORS - CD ••• ' Q� • I G •• 1/4" DIA. ULTRACO+! 8 a, �II :;Poo*: FOR BOLT ENGAGEMENT w 000000 0•• M a 6" FROM ENDS AND • q 3 TYPICAL 19-3/8' O.C. FOR LOADS UPTO 70 PSF B 125 •••••• • i••••i AGTIVr e� o 14-1/2' O.C. FOR LOADS UPTO 110 PSF o 12" O.C. FOR LOADS ABOVE 110 PSF q I ��i�.•• •••• •••• 1.125- 40 (SEE SHEET 7) 125 4,852 - � EXTERIOR ...... • ••• •i••• 2-1/2" MIN. EDGE DIST. PANEL WIDTH • • • • • 0000• •• •• • • 2A TYPICAL 1/4" DEA. ULTRACON 1/4" MAX. •••••• ' • SHIM 1.250 U I-O • • • ••+i• 509 • • •..... • .00.00 o li FRAME WIDTH Uj w Ln p _ h CD — — IQ --- Uj LtJ = 4.562JAB < ' 1/4 z: ULTRACON ORS a 71 -<_-- -- -- _ ® 6" FROM ENDS AND of14-3/8" O.C. FOR LO SS UPTO 70 PSF LL_ 3 II 125 150 14-1/2" O.C, FOR LOADS ABOVE 70 PSF I II 2-1/2' EDG£ MST.OPTIONAL EXTERIOR EMBEDM JT INTO 29Y WOOD BUCK - 1-1/2" F TYPICAL f SQUARE GLAZING I SEE SHEET 1.2 f I ( ) a � Ib-1.250 I ` a 2X4 PT WOOD [ o N 1` I U] OPTIONAL INSTALLATION 0-11 INTSEE NO 4 PT D E BELOW I � 2A TYPICAL NOTE: 1X R-2W1 "B ` BY CGI #12 SCREWS MUST BE PROPERLY SECURED AND M 05.13.15 REV.PER RER CCMWS 3 END Iv411 T SUSTAIN LOADS IMPOSED_ N D3.2L16 NO CHINGETHS SHEET �� 1/�4- DIA. ULTRACON r d 48.21, 17 NO CUNGE THIS SRM 2,082 BY LAZING SYSTEM. 1844 100 ONT FROM ENDS AND 24" O.c. DWG. NO,: W 9 8—01 IIII�ITERMEOL4TE k SINGLE UNIT ANCHOR SEE SHEET 7.1 FOR DOUBLE DOOR MEETING STILE ANCHORS1>>1 t t i 1 f 1 J�� , PRODUCTas R with the Florida O m Building Code -+ NOA-N o. 17-'1011,12 1� ` NOTE' 1 .70W2 _ Expiration Date /09/2021 wlndows and doors, Inc. ALL JAMB ANCHOR CONDITIONS SHOWN ON x � 10100 northwest 25 street miami, florida 33172 SHEETS 3, 4 AND 5 MAY BE DIRECTLY By --> . CON ETE ., �� Tlliam a roduct Controi I TO MASONRY WITH 1/4- MAX. SHIM SPACE $ tOF �� product Series 450 Outswing Doors & Sidelites EDGE IST.r�i z m ° d a a WITHOUT VARIATION IN CAPACITY. '� • F 4t°A''�� `'� \ �r��'®®111�@�� date i0-20-97 sheet 3 of 7 ASTRAGAL REQO- FOR - - - - INTERIOR WATER RESISTANT DOORS WITH SILL S-0 ONLY 9 1.250 505 -- 502 502 111 ' 1 6 . .... 0000•• • ACTIVE INACTIVE 00 0 0 0•:•• • • •••• 0000•• • • • 0• 0 • 000• OUT SWING DOOR '•" 1,675 5 ~` •0000 0 • • •• ••• • • • EXTERIOR LOCK OPTIONS •0 0••• • ••• • ••• 0 SEE SHEET 1.1 • ' ' ' ' • •• .• • • 000 • • • . • .0000• : 000 • . •00• •• • •0 • 0 0 LOCK STILES WITH WATER RESISTANCE 0••0.0 INTERIOR 688 502 502 rpm ACTIVE INACTRVE I �1 .675 OUT SWING DOOR EXTERIOR LOCK OPTIONS SEE SHEET 1.1 i LOCK S S WITHOUT WATER RESISTANCE DWG. NO.: W98-01 Win %�%t1Mll]//, PRODUCTREVISED g �``�I10' '�� as Bu ldi g lCadewith the Florida .M i :� ��'vG Be�'•.® I NOA-Tlo. 17-1011.12 •. t2 7 92 Expiration Date 11.109/2021 Windows and Cao M� By 10100 northwest 25 street miomi, fiori 33172 �j Miam- a roduet Control of (g�� product Series 450 Outswing Doors & Sidelites ' date : 10-20-97 sheet 3,1 of 7 - - - - - MULLION 1 - - - - 1X4 PT WOOD 2.878 SEE NOTE SHEET 3 CONCI1ETE i4-1,250 SMALL SIDELITE OR - 511 511 STILE (EXT. 503) 511 SO.NR AT SIDELITES 0) 1 0 7 1 '-6" WIDE OR 6 4" MIN. o LO SMALLER. � EMBED 502 4 j— r. 502 502 r J •. •�� .:.. _ TYPICAL JAMB.A;�GI-YRS 0 • •• • •••• _---� - --- -- 1/4° DIA. UL"41" • • • 1 ----- t ® 6" FROM ENDS AND • '•'; 6 I �� ---___ I I ' 15 Q 19-3/8` O.C•"VWADS �-00 70 PSF • • 111 111 I 14-1/2' O.C. 75R'LOADS &TO 11O PSP • • 125 I o 12" O.C. FOR*k0AD6,�•ABO%4[1gnF • •�• 2-1/2" MIN. FPU�JIST. •• • •�•••• • d ••••.• • • 4.812;* • : • • •I•••:• 11 EXTERIOR @ S-0 1.250 Q • ....: EALANT 1/4 •. •. . • . . DOOR PANEL WIDTHI-� '• L25D SIDELETE PANEL WIDTH SHIM DOOR FRAME WIDTH ELITE FRAME WIDTH ELITE FRAME WIDTH �-1,844 i DS-0 SJ-0 125— THIS 25 THIS SILL IS THIS SILL IS NOT RATED NOT RATED I M T 3 278 FOR "JA T R I FOR WATEP. i 1.844 I .125 C\ .125 �- 1 SS1 N SS I I 1/4" DIA. ULTRACON i�i i ADA, SADDLE � RESIDENTIAL S LE �� 1-3/4" WN. EMBED it O { ( r—A D"3 RO.C.OM cAT M G,2STILECLOCA11ON I I SEE SHEET 7.7 FOR CAPACITY REFER TO S11 T 2 OF 7 FOR I 4� WIDE SADDLE TYPICAL DILL 0 ATERIALS ZC- N LD EXTERIOR EXTERIOR 539 SWEEP DWG. NO.: W98-01 U P.CON lilJ1EMBEDPRODUCT REVISE©, ij as complyBn with the Florida. EDGE DIST• o �P'.. 9 Buildin Code ENDS & 24" O.C. ` � � �� NOA-No. 17-9011.12 AT MTG. STILE LOCATIO ' coo7.1 FOR CAPACITY750 I >a N 70592 Expiration Date 11/09/2021 i ciz 1 - Windo cinci Doors, Inc;. _ Q' z 3 Si CONCRETE = By t�°.. 10100 northwest street miami, flordo 33172 d .Q 4 0 �!- Mia -Da roduct Control i LJ 4 4 ' d d .125 .Q 3 KSI' ONCR TE ' S ��/` product Series 450 Outs Doors & Sidelites EDGE 1�IST. v !1 E E D T. d �i �'•. R14�.•'' +� , \d $ �'�i �,/� � �� i I date : 10-20-97 sheet 4 of 7 y • v I � �x o ��ttttll+++++ I I - - - - -511 511 - - - - - MULLION PERFORMANCE CHART - DESIGN LOAD CAPACITY - PSF MULLION TYPE 1 CY) NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 0 7 r� �\ r WIDTH (W) FRAME HEIGHTT EXT.(+) TNT.(-) EXT.(+) INT.(-) M.(+) IDE STILE-4YIQE STILE 1/6 100.0 110.0 100.0 110.0 100.0 110.0 r z 2/0 100.0 110. 100-0 110.G 100.0 110.0 ri �r �i it w / / r 2/6 82-3/4" 100.0 jpfo 100.0 110.0 - - i �T 502 502 ��\ �i� a 3/0 100.0 110.0 100.0 110.0 - - 3/6 94.2 70.0 1 70.0 - - 1/6 100.0 110.0 100.0 110.0 100.0 110.0 �� 1.918 I 6D1I 2/a 100.0 110.0 100.0 110.0 10Qo 1,10,0 •••• FIXED II FIXED ,125 PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH 2/5 /4" 100.0 110.0 100.0 • 110.0• - - •' •.• ••_ II}"'- 3/0 100.0 110.0 100.0 11 j!�• - 000000 1.250 1.250 • 675 4.812 4.812 fi75 3/6 942 94.2 - ••�•• - - • 0000• 100.0 110.0 100.0 •.01196 10"� 61=0.0 ' SEALANT EXTERIOR DOOR PANEL + FIXED PANEL �4/0 loo.° 110.0 100.0 •110.1~ 7oti '70.0WIDTH (W) = + 1.250 2 2 6 90-3/4" 100.0 110,0 100.0 01.00.*i -• •••• SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH / OUTSWING DOOR SIMILAR �S-� 3/0 1, 11x 70.0 70.0 _ - •� 3j5 944.2.2 94.22 0 • - 0.00• 1.250 1/6 100.0 110.0 100.0 .11 0.0 100.6 110.0 • 0000• 511 511 2/0 100.0 110.0 100.0 01+0.0 0 70-1 0 0 07Q.0 0 2/6 96-3/4" 100.0 110.0 100.0 110.0 1 - 0 MULLION TYPE 2 _ 3/0 100.0 11a.a - - - - p 7 3/6 4410E STELE-NARROW STILE n' "' 1/6 100.0 110.0 100.0 110.0 1.00.0 110.n I i �� 2/0 100.0 110.0 100_0 110.0 - - rat 2/6 102-3/4' 100,0 110.0 99.1 99.1 - - 502 R DESIGN LOAD FROM PANE ERFORMANCE CHART ON SHEET 5 3/0 97.7 97.7 - - -OR LION PERFORMANCE CH ABOVE SHALL CONTROL 3/6 59.9 59.9 - - - - 1/5 100.0 110.0 100.0 110.0 100.0 110.0 1 II 6 1.918 2/0 100.0 110.0 100.0 103.0 - - 108-3/4' 2/6 97.0 97.0 70.0 70.0 I 3/0 81.9 61.9 - - - - 1.675 , X75 1/6 70.0 70.0 70.0 � 70.0 1 100.0 110.0 1� x,812 1,fl62 EXTERIOR OSS-02/0 700 70.0 70.0 70.0 - - SIDELITE PANEL WIDTH SIDELITE PANEL VVIDTH 2/6 114-3,/4" 70.° 70.0 - - i OUTSWING DOOR SIMILAR 3/0 59A 69.4 - - - - ��_� 1/6 70.0 70.0 70.0 70.0 70.0 70.0 j 2/0 60.0 i 70.0 70.0 70.0 - - 120-3/4" 1.250 2/6 70.0 f 70.0 - - - - 511 511 310 59.3 59.3 - - - - MUI LION TYPE 3 m 0 7 REFER TO SHEET 2 OF 7 NARROW STILE-NARROW sTILE ' TYPICAL BIL L OF, MATERIALS 6 6 ? 503 DWG. -NO.: W98-01 503 ��++1t11171�� PRODUCT REVISED AH �/i as complying with the Florida �� i Building Code 1.s 1 s W VNsF ••., % 17-101i.1 -No. 2 a - 70562Expiration Date 11/09/2021 WT n a s a n cI D o o rs, 1 n a- EXTERIOR t = By �� , 3 ti 5J _ ; 10100 northw 5 street miami, forida 3172Miamr aroduct Control ATE OFSeries 450 0 wirl Doors & Sidelites SIDELITE PANEL WIDTH 0fi2 SIDELITE PANEL W'IDIH =�� '.`� • FORIa� �� Fdra�eu-,' dc' gSS-p � ....p � •...... 10-20-97 sheet 5 of 7 I 1.250 R PANEL PERFORMANCE CRAM FOR SINE do DQttMLE DOORS & SINGLE SBVITES FRAME WIDTH FRAME WIDTH o (NARROW STILE SIDEUTES LIMITED TO 18" OR LESS) I I I i 4% U • PRODUCT REVISED 9 DESIGN LOAD CAPACITY - PSF ac as comp) ing with the Florida NOMINAL DIMS, Building 3: GI�g TYPE 'A' ��, �!, NOA No. ode 17-1011.12 Z ti 7/16 COMPOSITE PANELS GLASS TYPES , 1 z a� FRAME WIDTH FRAME WIDTH FRAME 1" COMPOSITE PANELS GLASS TYPE `Al` B. & `B 1' _ �� X Expiration Date 11/09/2021 H n ¢j (X) (XX) HEIGHT EXT, (+) INT. C-> EX-T. (+7 INT, (-) EXT. Ct> INT. C-) i w w w - ,� N By 26-9/16' 50-1/2' 10010 -11010 70,0 70.0 90.0 9010 ! w Miami- 0 p 't U 32-9/16' 62-1/2' � 100,0 11010 70,0 70,0 9010 90.0 `t � � � r Product Control 5 38-9/16' 74-1/2' 100.0 110.0 70,0 70,0 90.0 90.0 ��\ ° o \ 192+00 •y, 44-9/I6' 86-1/2' 94.2 94.2 70.0 70.0 90.0 90,0 �� n i • • QA ••••• • • • ti ' 26-9/16' 50-1/2' 20010 110.0 70.0 70,0 9u".0 9010 •• • UX6 +• 32-9/16' 62-1/2' 100.0 110,0 70.0 70,0 1 90.0 90.0 PARTIAL COMPOSITE PANEL •••i•• tr O • 84-3/4' en PANEL ti4ti}TFi ��PANELWIDTH OR GLASS ••••'• 0 a C•p A ••••• 38-9/16' i 74-1/2' 100,0 310,0 70.0 70.0 ,0 90,0 0 A& I - i A?PLICABLE TO DOOR;SIDELITE •••• O d f 44-9/16' 86-1/2' 94.2 94.2 70.0 70,0 90.0 90.0 FRAME WIDTH ••••• ••'•• 26-9/16' I 50-1/2' 100,0 I10.0 70.0 70.0 90.0 90.0a m �J00 ++••'• •••••• �4 32-9/16' 62-1/2' 100.0 110.0 70.0 70.0 90,0 90:0 •••••' �1. a 2,6 •••••• 90--3/4' .� 4 •• 38-9/16' 74-1/2' 10010 11D,0 70.0 70,0 90.0 9010 �r �� •••••• a Z u • 44-9/16' 86-1/2' 94.2 94.2 70.0 70.0 90.0 90,0 26-9/16' 50-1/2' 100.0 110,0" 70.0 70.0 1 90.0 90.0 f �� ••• w w •'••• 32-9/16' € 62-172' 100.0 110,0 70,0 70,0 90.0 90.0 w ' •• • J •+••• • 38-9/16' 74-1/2' 100.0 110,0 70.0 70.0 9010 9010 4a 1 in m w (' Ln 44-9/16' 86-1/2' 59.9 59.9 59.9 59.9 - Lo 26-9/16' 1 50-1/2' 100.0 110.0 70,0 * 70.0 • I - o �� E i f O n � 32-9/16` 62-1/2' 100.0 110.0 70.0 x 70.0 o ` p X 102-3/4' o c ti 36-9/16' 74-1/2' 100,0 110,0 70,0 w 70.0 • - - a J 44 9/16' 86-1/2' 59.9 59.9 59,9 • 59.9 � - - C J PANEL WIDTH PANEL W{DT = N o CD 26-9/16' 50-172' 100.0 110,0 70.0 7D,o - - `` FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY LO m n 32-9/16' 62-1/2' los-3/4' 10o.D 11D,e 70,0 70,0 - - SEE CHART ON THIS SHEET a o N �, SEE BELOIT FOR THRESHOLD TYPES o °' 38-9/16' 74-1/2' 1000 110.0 70.0 x 70.0 • - - LO • 26-9/16• 50-1/2' 7D,o 70,0 70,0 70.0 - - SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS o �. M SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY - 32-9/16' 62-1/2' 114-3/4' 70,0 7010 70,0 w 70.01 • - - SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY • 38-9/16' 74-1/2' 700 70.0 70,0 70.0 - - SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. W 26-9/16' 50-1/2' I 70,0 70.0 70.0 70,0 - - LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. r 32-9/16' 62-1/2' 120-3/4' 70.0 70.0 70,0 70.0 - - 38-9/16' 74-1/2' 70.D 70.0 70.0 70.0 • I - - LOADS S-WYN FOR DG S f f HOtM - IN ANY CONDITION c o AND SS & S WHERE WATER INFILT TO NTS ARE NOT APPLICABLE. * GLA,SS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE N TRUE MUNTIN. I � z x z I NOT RATED NOT RATED Fn D{ ry n i FOR WATER FOR WATER yN ;� a RESISTANCE RESISTANCE I � °' C z o '- GE O (C R' X O I t T 507 X X IL 9 NOTE: b W v` v i 53 - 540 GLASS CAPACITIES ON THIS SHEET ARE 1 BASED ON ASTM E1300-09 (3 SEC. GUS-IS) oF Filrawing no. AND FLORIDA BUILDING COMMISSION �, �+• ' ��` W98_01 • OUTSNNG OUTANG (SADDLE) RESIDENTAL (SADDLE) DECLARATORY STATEMENT DCA05-DEC-219 ��11 lriiil'�`\\ sheet 6 of 7 k SIDELITE MULLION MULLION ANCHORS AT SIDELITES � I ANCHORS CLUSTER OF HEAD ANCHORS SEE CHART THIS SHEEP 3, 4 OR 6 DESIGN LOAD CAPACTY-TSF (3) 2 AT SIDELITE 1 AT DOOR PRODUCT REVISED N AL DIMS. TYPE 'C' AT READ TYPE 'C' AT -� 3 24 MAX. MTG. STILE ANCHORS SEE SHEET 7.1 (4) 2 AT SIDELITE 2 AT DOOR Building Code as complying with the Florida TYPE 'B' AT HEAD E 'C' AT S-0 & SS2 TYPE 'D' AT SSI Z ro INTERMEDIATE 3" MIN. (6) 3 AT SIDtLITE 3 AT DOOR NOA-No. 17-10'11.12 WIDTH RAMS CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF C TER OF Q f. h � z ANCHORS T,P SEE CHART FOR CAPACITY (W) H HT 3 ANCHORS 4 ANCHORS 6 ANCHORS 3 ANCHORS 4 ANCHORS 3 ANCHORS ANCHORS rr '� q a1 HEAD/SILL Ex6. piration Date /09/2021 1 r m a ANCHOR 2/0 tOfi.7 110.0 10.0 110.0 110.0 110.0 110.0 n SPACING gy '�` 2/6 86.2 110.0 110.0 110.0 110.0 110.0 110.0 p O' p o �ty tis ! , ( I I ! Mia -D roduct Control 3/0 72.3 96.4 110.0 109.3 110.0 1 , 110.0 0 N Do 3f6 83.0 110.0 94.2 110.0 87.0 110.0 L-•• J \ 2/0 ]Q42 110.0 110.0 110.0 110.0 110.0 110.E • C•t w J ♦ 0 t N•K• ...... i \\ 2/6 842 170.0 1ID.0 110.0 110.0 110.0 110 v 7�~:. •• / \ ! \ ff 1104000:4• • J ` 3/0 84-3/4' 70.6 94.1 11D.o 106.7 110 98.7 a a - h 1 0 •••••• O • = j \♦ T 3/6 60.8 .1 110.0 919 0 85.0 108.7••• 0 n A p •••••i JJ \\I w 2/0 97.3 1]G. 110.0 110.0 1?0.0 1140.0 110.00•00 Q y�v�i �• • • a -L J 2/6 78.6 104.8N Le i1D.0 iiD.O 110.0 1G9.8 11��••• 1di IIg�jti•� ••�••• ac[ / \ // J /� or ON �0 za 3/0 65.9 87.9 110.0 99.7 110.0 921 14�d Z •••••• w \ J O: i,.i© � 3/6 56.6 75.7 1D.0 110.0 79.4 10;3*** � � Z (D!I , •• il� • \ J W 0 1 >taJ X I w of- 0 \\ JJ ' I Mj \Qo 2/0 91.2 110.0 1 10.0 110.0 110.4 110.0 •••••• •••• 73.7 983 110.0 110.0 110.0 103.0 Tlt • • • \\ n �I N 2/6 96-3/4' w •• • a :0900: ¢o Q 3/0 61.9 825 ]10.0 93.5 i 110.0 66.4 110.0 J •:••• m 3/5 i 53.3 71.0 106. 80.5 107.4 74.4 95.2 p U I n 210 85.9 110.0 ,0 .0 110.0 110.0 110.0 N U'$.� 1- C 2/6 69.4 92,6 110.0 1D4 110.0 97.0 110.0 GI) ' r 102-3/4' CLUSTER OF SILL ANCHORS 3/0 58.2 77.7 110.0 88.0 110.•.^, 81,4 104.1 0 FIXED FIXED 3 OR 4(3) 2 AT SIDELITE 1 AT DOOR 3/6 50.2 66.9 100.3 758 101.1 70.1 89.6 0 a o ' PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH (4) 2 AT SIDELITE 2 AT DOOR 2/0 81.2 1 110.0 110.0 10.0 110.0 110.0 f 0 c SEE CHART FOR CAPACITY 2/6 I0B-3/4' 65.6 .5 110.0 992 11 91.7 110.0 f O -T m 1.250 1.250 3/0 55.0 73.4 110.0 83.2 110.0 76.9 98.3 S 3 N m SIDEUTE MULLION ANCHORS AS SHOWN IN DETAILS AND CHARTS 210 76.9 00 102.6 110.0 110.13 110.0 107.5 110.D o 0 � M INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS 2/6 114-3/4' 62.2 829 110.0 94.0 110.0 86.9 110.0 U-) C 3 DOOR PANEL + FIXED PANEL z co WIDTH (W) = 2 + 1.250 AND 24" O.C. AT HEAD/SILL. 3/0 5 _ 69.5 104.3 78.8 105.1 9 93.2 W o n 210 3.] 97.s 1]o.D 1 10.0 110.0 102 110.0 o a ANCIIORS; 2/6 120-3/4' 59.1 78.8 110.6 89.3 110.0 82.5 105.6 U r E 'B'- 1/4' DIA LURACON BY 'ELCO' (FV-177 Ksl, F)=155 Kslj TYPE 'B- f4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy=155;cs j 3/0 49.6 66.1 99.1 1 74.9 99.9 69.2 88.6 INTO 26Y WOOD RUCKS OR WOOD STRUCTURES INTO 2BY WOOD 8U0,XS OR WOOD STRUCTURES LOADS /ERSI ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED 'SING I f 1-1/2" MIN. PENETRATION INTO WOOD 1-1/2" MIN. PENETRATION X1'0 WOOD THRESH SS1 AND SS2ta THRU 1BY WOOD BUCKS INTO CO J rE y> tD Hi# J 16`Y WOCD � 1 0 CONC./YiOLLOW BLOCK AT JAMBS LIMIT R LOADS WHERE WATER INFILTRATION IS R£QJIRED AS P£R CHART AND NuTES ON SHEET 6. c s 1-1/4" MIN. EMBED IN-TO CONCRETE 1-1/4- M. EMBED INTO CONCRETE OR MASONRYo_ DIRECTLY INTO CONCRETE DIRECTLY IKTO CONCRETE T` C W W 1-1/4' MIN. EMBED INTO CONCRi 4-1/4- Mk EMBED 8TTO CONCRETE L) S FOR SINGLE OP. DOUBLE LEAF DOORS AND SINGLE SIDELI LES CAPACITY EDGE DISTANCES EDGE DIsrANCEs SEE CHART ON SHEET 6. INTO CONCRETE = 2-1/2' MIN. INTO CONCRETE - 2-1/2" MIN. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS VT1TW0 - INTO WOOD STRUCTURE = 1" MIN. SEE BELOW FOR THRESHOLD TYPES I SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY Icmr__R TYPE 'C- ]/4' DIA ULTRACON BY 'ELCO' (Fu-177 K51, Fy"155 KSI) SEE CHART' ON THIS SHEET FOR MULLION ANCHORS CAPACITYDIRECTLY INTO CONCRETE AT H£AD OR SILL OT RATED NOT RATED SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR.1-3/4" 1d1N. EMBED INTO CONE. OP, WATER FOR WATER mESISTANCE II RESISTANCE ILOWES t VALUE FROM THESE CHARTS WELL APPLY TO ENTIRE ASSEMBLY. EDGE DISTANCES I 14 I I t 11 2-1 SS1 �� SS ��\,tp� 1j�J,, ca m TYPE 'D'- 5/16" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSIj O ♦\♦ � JJ/ i N Yil rr ANCHOR :', ��♦ ,�•'�OEIr '•.• '/i of I = 'l DIRECTLY INTO CONCRETE AT ADA SILL / TYPE 'C' I ANCHOR ANCHOR ce a TYPE 'D' w TYPE 'C' o a l y 1-3/4" MIN. EMBED INTO CONC. �'j F r. 70582 h EDGE DISTANCES 507 w w 5�9 INTO CONCRETE = 2-1/2" MIN. = WOOD AT HEAD OR JAMBS SO = 0.05 MIN. �I 540 t i' TA OF df OWIf1Q no. f CONCRETE Ar HIM SILL OR JAMBS Vc = 3000 PSI MIN. W98-01 I1 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ® OUTSM G OU SWING (_SADDLE) RESIDENTIAL (SADDLE) sheet 7 of 7 DOUBLE DOOR HEAD/SILL MTG. STILE ANCHORS AT DOUBLE DOORS U 24" MAX. 24" MAX. MTG. STILE ANCHORS DESIGN LOAD CAPACTY-PSF o INTERNE E INTERMEDIATE SEE CHART AT RIGHT PRODUCT REVISED 0.Y 1 NOMINAL DIMS. m ANCHORS ANCHORS as complying with the Florida TYPE 'C' A; HEAD C' AT HERB rn HEAD SILL HEAD SILL Building Code FRAME TYPE 'B' AT HEAD TYPE C' AT S-0 & SS2 S `D' AT SSS SILL Z j HEAD/SILL 3" MIN. TYP. ►VOA-No. 17-1011.12 WIDTH FRAME CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF STER OF CLUSTER OF Q a 6" 6" ANCHOR SPACING CXX3 HEIGHT 3 ANCHORS 4 ANCHORS f 5 ANCHORS 3 ANCHORS 4 ANCHOg,00 3 ANCHORS 4 ANCHORS ---�{ Expiration Date 11/09/2021 m I ,\ I 50-1/2' 106.7 110.0 110.0 110.0 11 t ia0 110.0 2 �i 0 By 62-1/2' 86.2 110.0 110.0 110.010.0 100.7 110.0 82-3/4' ` J C v- 0 Miami-Da roduct Control 74-1/2' 72,3 96.4 110.0 109.3 110.0 84.5 110.0 d N 62.3 83.0 1036 9 110.0 72.8 97.0 M 50-1/2' 104.2 110.0 110.0 110.0 110.0 110.0 11010 O �' •• 62-1/2' 84.2 110.0 110.0 000 110.0 1 110.0 98.4 110.(P* v :-16 • // LO // \\� 74-1/2' 94-3l4' 70.6 94.1 i 106.7 110.0 82.5 Cr C6-pq•o ••••i• T 1 ' / N r / ' / \ 60.8 81.1 101.4 91.9 110.0 7?.1 9 .�• 0 IL a Tt • f a �� a a 50-1/2' 97.3 110.0 110.0 110.0 110.0 110.0 116.0 •� oe• :••••; L / <h �Q 4 1 I / / I. nin 622-1/2' 78.6 1 110.0 110.0 j 110.0 91.9 11 .(n CD �` Z1L ••�••• a \\ m o iv>w � �� i // m o N>w 74-1/2' 90-3/4' fi5.9 87.9 1049 99.7 1?0.0 77.1 1V; IL x_ �� j ••••• ca I K)� �¢� A / r>> 86-1/2' 568 75.7 94.7 85.9 110.0 66.4 8$6••• t Z P7 w I,In ( �\ rn v 4, 5C-112' ]10.0 ! 110.0 110.0 110.0 106.6 ]r0,0 go • a • 1' • Qo \ / p Qo 96-3/4'62-1/2' 73.7 98.3 110.0 110.0 110.0 852 1p. • • ♦ / -I 74-1/2' 61.9 82.5 103.1 93.5 110.0 72.3 96'4' • I I yt •• • •'•• [11 .a /. 86-1/2' 53.3 71.0 88.8 80.5 107.4 62.3 83,0 w •d••• I 1l �/ 50-1/ 85,9 110.0 110.0 110.0 110,0 100.4 110.0 69.4 92.6 110.0 104.9 ]10.0 81.1 108.2 : 102-3/4' h PANEL WIDTH PANEL WIDTH j PANEL WIDTH 74-1/2' 58.2 77.7 97.1 I 88.0 110.0 fi8.1 9C.7 � 0 86-1/2' 50.2 66.9 83.6 75.8 101.1 58.6 78.2 � 0Li wrr SINGLE DOOR OR SIDELJE DOUBLE DOOR 50-1/2 81.2 108.2 110.0 110.0 110.0 94.9 110.0 V) 62-1/2' 108-3/41 65.E 87.5 109.3 99.2 110.0 76.7 102.2 o N MULLION ANCHORS 74-1/2' 55.0 73.4 91.7 83.2 110.0 64.3 85.7 rn U') '. AT SIDELITE MULLION ANCHORS SEE SHEET 7 DOUBLE DOOR AT SIDELITE 50-1/2' 76.9 102.6 110.0 110.0 110.0 89.9 110.0 O MTG. STILE ANCHORS SEE SHEET 7 62-1/2' 114-3/4' 62.2 82.9 103.6 94.0 110.0 72.6 96.9 C Z SEE SHEET CHART MAX. HIS SHEET 74-1/2' 52.2 E9.5 86.9 78.8 1051 60.9 873 p _ 24" .X _ w o V INTERMEDATE I 3" MIN. 73.1 97.5 ` 110.0 110,0 110.0 85.4 110.0 w U r ANCHORS TYP. 6 2' 120-3/4' 54.1 78.8 S8.5 89.3 110.0 69."u 92.0 cn i HEAD/SILL I ANCHOR 74-1/ 49.6 6'0.1A 82.6 74.9 95.9 57.9 772 I SPACING 4 m I� I 1 If 2 1175 2 SEE SHE 7 FOR ANCHORS DESCRIPTION AND SILL OPTIONS D � `^ 00 /f/ •\\ �- FOR SINGLE OR D LE LEAF DOORS, SINGLE SIDELITES AND THRESHOLD j °' CAPACITY SEE CHART SHEET 6. [, / uj SEE SHEET 1.1 FOR LOt CAPACITIES FOR Sl GLE A23D DOUBLE DOORS x a X a w SEE SHEET 5 FOR MULLIO PES AND DESIGN LOAD CAPACITY �, l/ Q a a SEE CHART ON SHEET 7 FOR 7 LION ANCHORS CAPACITY 020 a N SEE CHART ON THIS SHEET FOR _ G. STILE ANCHORS AT DOUBLE DOOR. > o� / I M? Q LOWEST VALUE FROM THESE CHARTS LL APPLY TO ENTIRE ASSEMBLY. �' � P \� d V7 `titt111A11�1//7� I 1 ¢ ^S \\`.1 P1r/9 .70712 I � t ' � ED FIXED MEETING STILE ANCHORS AS SHOWN IN DETAILS AND CHARTS 3 OF :'��►�� drawing no. P EL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH i ® `. INTERMEDIATE ANCHORS TO BE AT fi" FROM CORNERS �� Al- 1,250 C +D�,•''�\�� 98-� AND 24" O.C. AT HEAD/SILL. ��v�'/ �y��` - 1.zso 1,2so sheet 7.1 of 7 i EWS M 1,10 #12 2/REND #12 SCREWS 2/ LEG z n aooL. o 2 X 2 X 1/4" / I ALUM ANGLE—\ Oj•I'�• ••'••• / \ � E ••• •j 0. D I EXTERIOR ff; O •1 EXTERIOR /,� I� •a• •. a if �..•.� ZM INTERIOR •••• •• '•••; NTERiOR o •�•• HEAD CORNER DETAIL k"sl a ADA SILL CORNER DETAIT�. 0 0 SS2 0 o w CORNERS TO BE- SEALED WITH RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION z C: LOW MODULUS SILICONE SIL?RUF. #12 SCREWS 0 3 N o #12 SCREWS 2/ LEG LO o z i 3/ END L o o _ 2 X 2 X 1 /4" 4 I ALUM ANG•'_E II 4fii I EXTERIOR ol / 13 I s cXT-RIOR INTERIOR o9-2"� o } Iii i i I -� SILL @ MULLION i Q PRODUCT REVISED INTERIOR ••' ausE"• o y t T as complying with the Florida Building CodeI o•7 NOA-No. 17-1011.12 t t PIN L CORNER DETAIL Expiration Date 11/09/2021 � ;'�A/ drawing no.OF j Es i — SO '',,`��'�,' sF-�r.A s4a•• '�� W98-01y Mia Dam roduct Controi STD, SIJ�L CORNER DETAIL `111Ntlit sheat 7.2 of7 I MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy CGI Wiindows and„Doors,mInc) 10100 NW 25th Street 7 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)rese1ve4ke right to have this product or material tested for quality assurance purposes. If this produot'or matetMefails too..... perform in the accepted manner, the manufacturer will incur the expense of such te.*sJ*in4and tLe..04V may •, immediately revoke, modify, or suspend the use of such product or material withiia tbO jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade Coanty Pro�ct.ControA•.•.: Section that this product or material fails to meet the requirements of the applicable biSkhng code.'..' :... This product is approved as described herein, and has been designed to comply MV Ile FloEida:Building.%. Code, including the High Velocity Hurricane Zone. •• ...... 1 E5 TION: eries" entine1110" uminum Single Hnng Window—LA I.+ APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel:110*Alum' S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09729/17, prQ�hecl 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. SIIaE IMPACT 2ATING�ergs an mall Missile_ pact _eszstant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0512.10 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. . ._ q 17�nAX Q8 MIAMFDADE COUNTY d� apirat ,a#e 3eptem er�32,2UZUi ` (Approve l5atecce _er 21,2 1 12�t2i`� Page l l 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 NDA No.10-0510.11) 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 2(�-94•• ...... 3) Cyclic Wind Pressure Loading per FBC, TAS 2031 94 ••; .' along with marked-up drawings and installation diagram of a s0400r 500 PVC fixed •••• • window, to qualify DuPont"Butacite"PVB interlayer, Duraseal"land Sul4er �pacer(g....: insulating glass spacer,prepared by Certified Test Laboratories,-Teat Repdrt-To' ..••• CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramey*A *Patel,.P.I{.•: ••�••' 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading p"thC TAS*202-94 .... • 2) Large Missile Impact Test per FBC, TAS 291-94: •• �;• 3) Cyclic Wind Pressure Loading per FBC, TQS 283-94 ••"' along with marked-up drawings and installation diagram of a series 7400 WOprojec;••• out window, to qualify DuPont"Butacite"PVB interlayer, Duraseal® and Vuper Spacer®insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. • 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 ' 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel' aluminum single hung window,prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NDA No.10-0510.11) Manue P ez, .E. G, Product Controlxa iner NOA No. 1 - 018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E- 1 CGT Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5` Edition (2014), dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA.No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 06000000 ...... 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,lbc. fir their •• "SentryGlas® (Clear and White) Glass Interlayers" dated OM21F1-5, expirin'g'on 07/04/18. .... ...... 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amefic jnc. fir their . ..... "Butacite®PVB Glass Interlayer"dated 04/25/15, expiringon;l•2✓�1/16.. ... •• 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Che�4IcM Compwny�MA}..... for their"Saflex CP—Saflex and Saflex HP Composite Glasl YiX layers*ith •; 000900 PET Core" dated 06/19/14, expiring on 12/11/18. '•••0• 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemitakompany (MA).•••; for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14, expmng on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. anue er P.E. Product MCont of aminer NOA N . 17-1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.1./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision D dated 09/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FE(C.*j ' ...g g Edition (2017), dated 09/29/17,prepared by AI-Farooq Corporation,,esignad and •• sealed by Javad Ahmad, P.E. ••••:. D. QUALITY ASSURANCE •'•• •••• 1. Miami-Dade Department of Regulatory and Economic Resources kwR) ••• .. .. ee g ..egos E. MATERIAL CERTIFICATIONS •••... o 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,knc.for their g••„• "Sent Glas® Clear and White Glass Interlayers” dated A6/23/.15 el•iriri on . rY ( ) Y , p g e..... 07/04/18. 000000g • 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol® Ultraclear, Clear and Color PVB GIass 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 co_,;ormance com with C 5 Edition_ 2014 wl FB 6 p Ping _ )� dintio (2017),and of no financial imam $pp'temr 142 7�.issue b Faroog Corporation,,signed_and,seal,_ by Javad Ahmad,P.E) G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows &Doors for their Series"Sentinel 110"Aluminum Single Hung Window- L.M.T., approved on 08/06/15 and expiring on 09/22/20. Manuel re ,P.E. Product Contr E miner NOA No. -1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-3 52 1/8" 52 1/8" 5 FtAME, 'MATH _ _ BUCK WIDTH _ _ _ BUCK .WIDTH - _ a 47 7/16" 47 7/16- 47 7/16" 0_ D.L.O. (FIX. LTTE) FALSE MUNTIN D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) Z cc 3 20 9/16" (SURFACE APP ED) 20 9/16" (SURFACE APPLIED) 2d 9/16" Q M J 6" MAX. MAX. ** OPTIONAL 5 1/2" MAX. MAX * OPTIONAL 5 1/2" MAX. ( F W m HEAD/SILL A HEAD/SILL HEAD/StLL Al HEAD/SILL HEAD/SILL HEAD/SILL Q a Q a CORNERS 4 CORNERS 6 CORNERS 7 00 ti o 0 QWN II It II It II li y M W D II 11 II II � I I 12 11 II II II II II p �m /. /. I f N O - o M __= II Z/1=11----- -r M ___--II _ _II----- \ x -II_- _If o 'aS --rt=-� tl----- --ff--� Tf===== '� - Q a p a a M m (A M p � O Dg B IIII IIIt = U M p D72 II II IIIE •• N•• •:••• Q I•po3$ •t�po � O6 &ZB= WW •tt w U) WW G ZO6 U ••••••• .�•• ••••• 11 It M tl It it It • fl II Z II �/ II •••• • •• ••••• m C� 2 5 II /� ap C7 't w w II /� I1 • • M 2 M II •'� M\7 = M v II �j II M m M v II II ••.•• •• ••• N ••••.• II T1 II II 11 II •• •• • Mp ---- II II, to Z M _j -It-- -ti---- fn ,,� z M -it-- -11----- Q •• • • p II I`i > o > p • WII II m W II II m• J •V • •••••• II II' a C1 II II z Q C2 II II : Q `' •fi•••• 4 i! tE 6 it li 0 17/ 7 it Z �•• as— •••••� • a �• • o • • = O W C/) 0 LLI � FALSE MUNTINS 47 7/16° w : 47 7/16" 1 �Z 47 7/16" m m D.L.O. (VENT) D.LO. (VENT) ` J W =) -0 o (SURFACE OPTIAPPLIED D.L.O. (VENT) o ¢ Qcj = U o 04 g 50 1/4' 50 1/4- 50 1/4" In Lo I+€ YYIT7 VENT WIDTH VENT WIDTH 3 N n tlt O n M z rn AFI NGS & ,,FLA GE. ADAPTOR FRAM EQUAL LEG FRAME FIN FRAME ° z V o - M SERIES SENTINEL liQ ALUMINUM SINGLE HUNG WINDO (A — O " DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION w U CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS N OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS ** o o s N UN ~ O IN BETWEEN. CENTER ANCHOR REQUIRED WHEN m o ; ~ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SPACING EXCEEDS 20 9/16' v a 1 W WILL APPLY TO ENTIRE SYSTEM. m d o 0. = Z THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAMINATED GLASS REQUIREMENTS OF THE 2014 (5TH EDft10N)/2017 (6TH EDITION) FLORIDA BUILDING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). INSULATING LAM. GLASS 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE _ ri of o 0 LARGE MISSILE IMPACT •° a � � � " DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS w o 0 0 0 TO THE BUILDING STRUCTURE. SMALL MISSILE IMPACT ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILSAND INSTALLED MATERIAL SHALL PER BE BEYONDSWALL DRESSING ORSTUCCO. EMBEDMENT TO BASE ```�a IP Ali A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �� ''�,%CENSE°"•,® i c ,u 14 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. o .70592 r MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT = b 2 a COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 31R��I3i rl T P.��S m "� : �e REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. as rar FA ying-*ith ! - o JL v` v 17 uilding C ° ( 4 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ycet tz cckl4s (}j$ �d FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY R /�� :® ATE OF �2q� drawing no. xr °"•, q OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR io , OR1�R`.•'"��``� W I 0-03 WATER INFILTRATION RESISTANCE ETC. °°• YY CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, y acle E Ec � AND TO BE REVIEWED BY BUILDING OFFICIAL. ?1331 PltifltTct �l�P1IIlI11a Cheet 1 of _qjj ECI. S WINDOWS UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - P -DESIGN_LOAD_CAPACITY - PSF 00 -- FLANGE DIMS. BUCK DIMS. GLASS TYPBS i1 'Al' GLASS TYPES 'B'k'Hl' FLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES 'A'k'Al' GLASS TYPES 'B'k'Bl' t WIDTH HEIGHT WIDTH HEIGHT EXT.(+) 1NT:(7) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) -� 19-1/8' 18-1/8" 75.0 75.0 80.0 85.0 53-1/8" 76" 52-1/8` 75" 36-1/4" 75.0 75.0 80.0 85.0 O J 26-1/2` 25-1/2" 75.0 75.0 80.0 85.0 49" 79" 48" 78" 39-1/4` 75.0 75.0 80.0 85.0 M N Q 37" 26" 36" 25" 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 70-5/8" 75.0 75.0 80.0 85.0 a 2 (4 49" 48" 75.0 75.0 80.0 85.0 31" 30" 63-5/8" 75.0 75.0 80.0 85.0 a a! O C C O 53 -1/8" 52-1/8" 75.0 75.0 80.0 85.0 33" M. 32" 84" 60" 75.0 75.0 80.0 85.0 C {j M 19-1 8" 18-1/8" _ 80.0 85.0 37" 36" 53-1/2" 75.6 75.0 80.0 85.0 p QLu LL 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 43" 42" 45-1/4" 75.0 75.0 60.0 85.0 0 F" ? yh 37 3 8 36" 37-3/8" 80.0 85.0 � �� 49" 48" 75.0 75.0 80.0 85.0p p = > y O 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 WIDTH z ? z G a G G 'A 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 g m J C 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 N y 31" - 36" 49-5/8" 80.0 85.0L �LL*•ip • 49" 48" 75.0 75.0 80.0 85.0 • W O ..•. • • • � Z ;,c O v • 53-1/8` 52-1/8" 75.0 75.0 80.0 85.0 �. •• ••• J �•w ••••.• 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 t- %i •• i.• Q F • 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 + 0000•• ••••• 37" 63" 36" 62" 75.0 75.0 80.0 85.0 = \Z w •*000 0• • = • • •.•• 49" 48" 75.0 75.0 80.0 85.0 00I p> • • 53-1/13" 52-1/8" 75.0 75.0 80.0 85.0 • • 19-1/8. 18-1/8, 75.0 75.0 80.0 85.0 •••••• • I •• 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 V • v • • rn ••..• • ••• U) 37" 76" 36' 75" 75.0 75.0 80.0 85.0 • •.••i 49" 48" 75.0 75.0 80.0 65.0 UNEQUAL LITES (ORIEL TYPE) •••� • ,.••. M 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 = 0 LLJ X 75.0 75.0 80.0 85.0 N O O 26-1/2" 25-1/2 75.0 75.0 80.0 85.0 17- V) 37` 85" 36" 84" 75.0 75.0 80.0 85.0 Xz BUCK DIMS X. TYP 0 T� o 46-1/2" 45-1/2 75.0 75.0 80.0 85.0 hLc)t\ m LJ O LO NM M z S -- z cWIDTH z .. to FLANGE FRAME ( o FLANGE DIMS I W 6 o Q w U r i/ BUCK DIMS .y U U Iii , 54 E r_ _ V) O 4 N O EQUAL LEG FRAME _ Z Z ll Z p 4 O ¢ W W N U U O o a o a z D z IDI BUCK DIMS EQUAL UTES g N O O O O v � . N m rn < rn � FIN FRAME o c BUCK DIMS o o \ o.7 92 a A Tic complying 3T:$ffJti-ft EI?a'.3�k$117k.Xtt rev H v U NOTE: ' GLASS CAPACITIES ON THIS SHEET ARE Acceptancef��c4,.r = � drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAME TATE OFAND FLORIDA BUILDING COMMISSION i_ FLANGE DIMS ' ° 0.RIOP.°'° �` W1 -43 DECLARATORY STATEMENT DCA05-DEC-219Bv . n �� ®�� \` sheet 2 of 9 1/8" 1/8" HEAT STREN'D GLASS M .075" Interlayer - - - - .075" Interlayer- - - — - I Saflex CP With PET Core Saflex CP With PET Core R `Eastman Chemical CO.' By 'Eastman Chemical Co.' Z m j OR m j .490" Interlayer .090" Interloyer Z °j Saflex Clear And Color Glass Saflex Clear And Color Glass Q0 a_ By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' a � M OR OR O o c col 090" Interlayer 090" Interlayer 0 N `✓ SentryGlas SentryGlas d By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' p OR OR 0 �ivo1M 090" .Interlayer .090" Interlayer I- Trosifol PVB Trosifol PVBp u M By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' Q'M �M o Gapa .f W 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS Q N N O cry SILICONE V) SILICONE Q W�W � •io *0000 M 1 ( 12t10 � M 1 GE 1200 •• LL Z 0'= •• c� ! i� D CORNING 899 i! DOW CORNING 899 •• • J • •J • DOW CORNING 995 �p ••••• DOW CORhtll`JG 995 •••••• Q GM1 I .I I :I • • O •••••• • ••• a •••• ' W vi E8 E8 • • • • ••••• r, ••••• •• • rn,n ID 0 AT 1/4 POINTS ON LITES yq AT 1/4 POINTS ON LITES 0••0•� V • „1 •. W M4 WIDEN THAN 36" W M4 WIDER THAN 36" • • m 00000* 0 LO GLASS TYPE 'A' GLASS TYPE `B' 09• 5/16" OVERALL LAM. GLASS 5/16" OVERALL LAM. GLASS � •� • `�' I & S.M.I.) v o°•w LL Of 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS .075" interlayer .075" Interlayeri j r, a) Saflex CP With PET Core Saflex CP With PET Core N N j (0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' w 0 0) OR OR z '0 ? Lo .090" Interlayer .090 Interlayer z C Z�; Saflex Clear And Color Glass Saflex Clear And Color Gloss N 0 0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' _ O g ro OR OR ''' (� p Q _S 1/4" AIR SPACE 090" Interlayer 1/4" AIR SPACE .090" Interlayer w U 0� w SentryGlas SentryGlas v7 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 1/8" ANN, GLASS OR OR in 2 v .090" Interloyer 1/8" HEAT STREN'D GLASS .090" Interlayer m Trosifol PVB Trosifol PVB o ^ By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' o o 0_ v r ry O 1/8" ANN. GLASS a 1/8" HEAT STREN'D GLASS a W 5 a W 2� Rz M SILICONE m SILICONE - z N GE 1200 (A GE 1200 V) DOW CORNING 899 (n DOW CORNING 899 C14 M1 `t 'i ;i DOW CORNING 995 cv M1 i 'i ii DOW CORNING 995 ;,RODUCP RE)0'ISFV iri o C m � as Complying with]he Fk4lb 0 0 0 XL EDGE SPACER !i ! XL EDGE SPACER `Suild;ng Code 9 0 0 0 0 i' a o I I ST. STEEL BY `CARDINAL' I .I ST. STEEL BY 'CARDINAL' Accoptarnee No �� ¢ m 0 0 OR OR r xpiratictn bate IX DURASEAL BY 'QUANEX' f4 DURASEAL BY 'QUANEX' `et1a1111t/�f�� 0 OR OR 's-y �� ® A� ii>�:ii )a-dePrai3uct �� R��.••_••..� /i W E9 SUPER SPACER BY `QUANEX' W E9 SUPER SPACER BY 'QUANEX' \,tCEN�� ® i� n i o W N M4 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES o. -592 �_ o a m GLASS TYPE 'Al' GLASS TYPE `111' 0.70" OVERALL INSUL. LAM. GLASS (L.M.I ONLY) 0.70" OVERALL iNSUL. LAM. GLASS �® sT TE OF drawing no. (S.M.I.) -, ,e�Rl� �C9 w1 0-03 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING , / ®NALE\ EXTERIOR PLY OF GLASS TYPE 'Al' & 'B1' MUST BE TEMPERED. ///11111111111►\�� sheet of g TYPICAL ANCHORST�`t v SEE ELEV. (FLANGE & FLANGE ADAPTOR_ FRAME yll� FOR SPACING - - - - - - - WOOD BUCK _ STRUCTUREMETAL - TYPICAL ANCHORS Z U. a e a s .d a ... °. °d n EDGE,.DIST. F--------------------� Z z o a a. SEE ELEV. m y r-------------------� o� a ° N FOR SPACING o j I MIAMI-DADE COUNTY APPROVED I I F. W a 0 _ I MULLION & MULLION ANCHORS I a H 1L EDGE DIST. 3 o N I DIST. i SEE SEPARATE NOA (� as O O C 0 N� \ I I EDGE DIST. I I a W N A I ----- -- --- — I( W U. _ 1I o � Ii �i O M2 = O a E M o acaA En F!I !I TYPICAL ANCHORS TYPICAL ANCHORS C d1 a II II SEE ELEV. SEE ELEV. N t000 ji If FOR SPACING • • Q m •••�• FOR SPACING IIIII EL !I �! M9 • '00 • Z O cv • •• • fit• • �! �! WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.•• ••••• 2 3/8' MIN. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM " 00000 n AND TRANSFER THEM TO THE BUILDING STRUCTURE. •' ••. • • ••••• • ••• +�•• m TYPICAL ANCHORS: SEE ELEV. FOR SPACING ••••• 'A -••• . - •••;• --' I! jj SWEEP LOCK 2 3/8` MIN. 1L4" DIA. TAPCON BX 'ffw' (Fu=125 KSI, Fy=100 KSI) •••" • Iul •• OPTIONAL TO F�-- • I •U rn ••••• EGRESS LOCK I 1/4- DIA, ULTRI BY 'E CO' (Fu-177 KSI, Fy=155 KSI) • ��+••• 10 • E8 AT SILL INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ••' •fia• M • 1-1/2" MIN. PEXETRAMON INTO WOOD (HEAD/SILL/JAMBS)� .. THRU 1 BY BUCKS INTO CONIC. OR BLOCKS p u ------�� 1-1/4" MIN. EMS INTO CONCRETE (HEAD/SILL/JAMBS) � V) E4 1-1/4 MIN. EMBED INTO BLOCKS (JAMBS) O WHEN USED THE MIN. WOOD BUCK Cl 0 z N o gyp', DEPTH SHALL BE 2%". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS L i 10 DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIDI. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) w0 N M M PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 0 z J °' J14 SMS OR SELF DRILUNG SCREWS (GRADE 2 GRS) Ln 0. o - I I i M �i = INTO MIAMI—DADE COUNTY APPROVED MULLIONS ,V; 0 < n OR 60 Q w W m INTO METAL STRUCTURES (HEAD/SILL/JAMBS) z i! it w (3) THREADS MIN. PENETRATION BEYOND SMSTRATE U W ii ii ' ALUMINUM: 1/8" THK. MIN. (6063—T5 M#�1.) T` 0 t STEEL: 1/8- THK. MIN. (Fy = 36 K� MIN.) " 0 z I! I! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 0 N = N w � o w I I m o i 0 ii �i TYPICAL EDGE_ DISTANCE 0 a z W S4 '- t INTO CONCRETE AND MASONRY = 2" MIN. �' � CL Z o- M23 INTO WOOD STRUCTURE = 1" MIN. t INTO METAL STRUCTURE = 3/4" MIN. E6 co p � � i WOOD AT HEAD, SILL OR JAMBS SG o= 0.55 MIN. o °' 2 d D � O W N M9 CONCRETE AT HEAD, SILL OR JAMBS f'C = 3000 PSI MIN. �' o 0 0 o C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. N °c ¢ m o O 2 t4 PRODUCT PEVISED \\\\\III llliii rs c+�ncelyi�g with tlw F$t&Wa+ 14PIP D tiIda:.3 Cum aa `'S�\,4 W A�4 /J o r .6 dv �,-ih:��°.852C�1`.kT I 'fVl�C1•�� ;� y\CEIVS�r �® ,'j •' . dd A' d a F"�l-�'li i.3;.;iS I3f2�C • F^�!^" � i � N X IZ 0.7 2 - a Q .4 ° a r 9'•p TYPICAL ANCHORS " EDGE DISTo`r' D _ ; I SEE ELEV. TATE OF rrawing no. r' TYPICAL ANCHORS ° I SEE ELEV. ?, FOR SPACING sem` . ,L®RI®,.•''�D\�� A� tBY FOR SPACING °// ,B ��`\� YY 0-03 WOOD BUCK // ONAL \\ /O��dIIIII\\\ sheet 4 of 9 - - - 1/4" MAX. -- - - — - - - -BUCK WIDTH- - — - - 1/4" MAX.— L` !1' L - ADAP 1. .0 �.LT M - - �� o - SHIM SHIMS I C, TYPICAL ANCHORS O TYPICAL ANCHORS O z M zz SEE ELEV. S6 SS SEE ELEV. N I FOR SPACING 1 2 FOR SPACING a N 1 Ms FLANGE ADAPTOR FRAME C W (D IN -- - O � yh METAL - i4" Q ui� STRUCTURE o 1 1� N =0 >rc M - - - - - - - - - - _ __ - - - - - - - 1 OILa .---_.:_:._.._. _.:_:.-..-.._.. _._. W - - - - - - - - - - - 0t 1 1B 6666 : V' ic EXTERIOR , WOOD BUCKS --- 3 18p Z. 1 e p El I I� 1� •6•i9• L M -•� •••i• D.L. OPG. W ~ 6666• _ �j �j 6666 • • • 6666• • •• 6666 _ • • 6669• • ••• 6666 O • N • • • N to •9.6•• 1/4- MAX. 1 4" MAX. I� I' - • � •• / BUCK WIDTH / I •�':° � I CD SHIMS SHIMS W ' • •U • M •••••• � � 6 TYPICAL ANCHORS O W •••• 3-- o •�•6• •••• SEE ELEV. TYPICAL ANCHORS r !.• • FOR SPACING SEE ELEV. ! = 0 L j X v.a FOR SPACING Uj 0 � �� I __-_ _ __- - _ __-_ - - _ - -_-_ _ --_= o� a a , ,/ I I T N to w O M _ C � Y WOOD BU I-Apz D 3 n OR z WOOD STRUCTUR w Z to acQ E2 N � wog M W 1 BY n Q W WOOD BUCKS a 10 � U N 'Q D WU m m W x n Np MIAMI-DADE COUNTY N = o APPROVED MULLION m & MULLION ANCHORS 1/2" TYP. a z SEE SEPARATE NOA BUCK WIDTHBUCK WIDTH cL o fL INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND a _-= FLANGE ADAPTOR FRAMES. •No 0 0 0 � 'PRODU�11El�1ST I I is ue,r_riy�ing wi£�aOn Fk i i a m v o --_ uteing,c�No l'ItilD28.p8 ``��+++i41t►1�//�/�' o ?*'nirat:on Date `�� ® �4f iii i •n (�� y/� /fin acde .'�t`�'.'.�R m c IV'®. I,V�.76 - - - - I I o 10 E3 _ o x O U •C L —_j _ _ e� lea•, TATE OF �\ drawing no. OR "/#14 X 1" FH. SMS. i��' •.......• 0�� W10-03 /e//®NAS'++�� sheet 5 of 9jj SIC ANCHORS METALTTURE _ - EQUAL LEG FRAM _ 4.V M 1183Y - FOR-SPACING - - — W ' FOOD BUCK = - - - � - - -- � o _ ____ ________-- � o . TYPICAL ANCHORS SEE EL m f ---------------�� • . d ° a 4 °• 4 °: a. •4 v EDGE,.DIST. FOR PACING o j MIAMI-DADE COUNTY APPROVE 1 I Z a•' d a 8 I MULLION & MULLION ANCHO I O z a d ° 2 N EDGE I I a GE DIST. 3 0 \ T. 1 SEE SEPARATE NOA I I Q I I q a. \ ZL0 \ 1OEDGE DIST. I OO ` C U I I I I Q W L�------- 1 -- ----JJ DO W Al M3 --- Et Q M 111 TYPICAL ANCHORS TYPICAL ANCHORS a a�•°o ••••• "I M2 SEE ELEV. SEE ELEV. 0 • •FOR SPACING Q FOR SPACING Q �• •• • + • S5 TYPICAL ANCHORS ••"" C N MIAMI-DADE COUNTY • Z jl jl SEE ELEV. APPROVED MULLION "'•" Q W DOW to •••.; FOR SPACING c� ji jj M9 & MULLION ANCHORS •••• �• c°n • p !I !I 1/4" MAX. BUCK WIDTH BUCK WIDTH SEE SEPARATE NOA •.••• „� �•a•W • ••• J SHIMS BUCK WIDTH :.�: Q WC3•��!- .... D1 • i 11 I! SWEEP LOCK I I g • pq • I i I OPTIONAL TO ES II II 1 EGRESS LOCK — _ u� AT SILL c N viO x W dd I I c/) R'i E4 00 v L ¢ 0 2 p Ya __ o NcD f U d � W ! i m #14 X1" FH. SMS. j 1 ! n• E3 E8 O i II II 20z W jl it W Z to j V) 'S 0 O V) v ``' C? 0 Q W w U — tW- EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY o !i !i W INTO WOOD, CONCRETE OR METAL STRUCTURES U L !i !j WITHOUT THE NEED OF A WOOD BUCK. W U 1:5m w fj Ii f � X 0 Z I I II a o R = N U r W m O W 0 W cl cc 2 3/8" MIN. _ rd W W !A oV S) 2 o S4 = 4a a •:a i 2 2 M14 s\ 3/8" MIN. a• i F� $ � ° .2 SEE SEE ELEV.M9 111:0DUC" FOR SPACING TYPICAL ANCHORS OteccimpAying witx _liEiiag CamC1 m ppp E2 Expira€iron r)-ate %D �\ �R� •. °.�� N q N ------- n;J<rit Dade Prcdtue C No. 0592 C-14 a WHEN USED THE MIN. WOOD BUCK p . = DEPTH SHALL BE 2%". THE USE OF - DEEPER OR BEVELED WOODBUCKS IS EDGE DIS TYPICAL ELEV HORS PERMITTED. STATS OF �2q�� drawing no. 9. 18Y I FOR SPACING '�ORlD�`• °° D�` W10-03 WOOD BUCK s' �i \\ fflllly`ti� sheet 6 & 9 TYPICAL ANCHORS A V ILLUSTRATIVE OTLS. ONLY pR SPACING - -- — — - -- — - - - - - - _ - FIN FRAME EXT. OR INT. FINISHES Et 1 0 NOT BY C Z CO ti 1 1/2" N a 0 t- M '�4 z � W al HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING a d p' N 0 NOT BY CGI O �Q O WO � 0 U A�-S (GRADE 2 CRS) - (L OAZ ~ U. - E1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O N BACKBED 1-1/2" MIN. PENETRATION INTO WOOD 0 u mi m I� li Q CAULKING cy 02"A .o III M ••• 0 •••:• li I •• • 0 • II S5 •••:•• a! O•N •••�• . •••••• 41LLI Me LL. 10 ••••: it N O � M8 •....• J 0 ��t w •�••• J • jl it • • � •••�• N ••••• i` ii • • vi rnLO • Ij Ij SWEEP LOCK ••• M ij II 1 OPTIONAL TO v 03 E8 EGRESS LOCK — LO AT SILL o i rn o NOT BY CGICTURE 1/4" MA BUCK HEIGHT 1/4" MAX. p �I O ES GAP GAP � 1/2" MIN. i/2" MIN. O E4 W ¢ O 2 N o W Y `� Lr) W i mi :1 : J 3Nr7 � O rn v � � z� .� L 0 V) o 0 � BACKBED LLI O Q w = U CAULKING F N -� �__ O II ILd 1 I I (a U r CD CL II II ® w m w O u= vzi 0 Ld z I� II o N N w I. I. -_:.—:-: ................ - :. -.:_._ _ —.-.-------- CL_. -.. w O w F - O O O P f E11 w z r� 54 C2 1 z z M1 HOUSE WRAP E6 NOT BY CGI E3 E8 EXTERIOR o "' O N C > 0 0 0 0 M9 D.L. OPG. 2 0 C ¢ m o a I-R OI7UCT VIS M14 BACKBED ;u cctmp:Yingwitwht 3 0 164{IBlpdd� CAULKING --3uildiug C(-, ,,:zepanas�.b� -� �� ,. •• ,� �i� N K Clxpira;ion`safe • �dGEN$� •® o N NOT BY CRAP x de: nda�f:GirdTi r( e No. / 92 � T HOUSE ¢ e o a O y i 1/2" iv y : TATE OF ••�2�\ drawing no. E11 TYPICAL ANCHORS \ /oo�SEE ELEV. ' • "4®u@1®�;.•��0�; W10-03 FOR SPACING /��,®®NA�' (sheet 7 of 9 ddfll441 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U E1 CGI-100 1 FRAME HEAD 6063-T6 - 0 t E2 CGI-101 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JAMB 6063-T6 - Z E4 CGI-103 1 MEETING RAIL 6063-T6 - X c' E5 CGI-104 1 LOCK RAIL 6063-T6 - g H a E6 CGI-105 1 HANDLE RAIL 6063-T6 - p Q a 10 O p ` o U E7 CGI-106 2 SASH RAIL 6063-T6 - d W H E8 CGI-107 AS READ, 5/16" GLAZING BEAD 6063-T5 - p H E9 CGI-108 AS READ. 0.700" GLAZING BEAD 6063-T5 - 0 V N E10 CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6063-T6 - v p u E11 CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - • a R• o ••••• E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - '••' : a �g •� E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - � a•z p• • •••••• co ••••• E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - """ W �eL W N C ••••• E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - • • ��' �m g•e • J 16 (0•Q - •••• • • 09000• Q tlN�a•� •••• M1 CGI-382V AS REQD. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - ••••• ' ' •..•• • M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. 0000•• • • M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - ' ' ;...;• ""' M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 80*5 SHONE As • N ••.•. • - •• t • M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. ••• I M M10 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. �J. C ,°O' M11 W23201 NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. 3 LO co M12 CGI-129 1/ WDW. EGRESS LOCK ALUM. SULLIVAN 3 M M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON M&M = p ,rj M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. ( M15 CGI-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M ¢ C V) M16 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M C) z N a + M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. to �} M18 CGI-132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. w 3: n M M20 CGI-125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M z c: Z - • M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. ?y o O_ ' M M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV c/) _O 2 M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV: w U O V S2 - 2 OR 3/CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW C-) � m S4 - 4/ WDW. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW S5 - 2/ WDW. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - N S6 2/ LOCK # 6 X 1/2" LG. FH. SMS. 0 CGI-133 & CAM LOCK - - ° N m o W o C] = w Q) Ll d O d C MI 6 O O 0 N o O O O n y .yam ;y y (1) 0 ¢ m V O CCCp"e??;C4:1J1'E i •�\Q,EN �� .p® I 04 ' p c -xpirati(ln Date 70592 tc 0 ATE OF drawing no. ®�a��..��o , w� 0-03 ,eeee®ONAL tiX ��`` sheet 8 of 9 2.505 2.505 O - - 065 - - S2 S2 Q Z M ~ J 1.745 811 �- 8 1 1.550 1.680 745 .065 -� 1.245 Z cv TYP. 745 .065 a N to O TYP. I-If--1 O .. 1.015 f� 1.015 Imo- d50 I 1.395 I a N ��t U E12 FLANGE FRAME HEAD Et FLUSH FRAME HEAD E71 NAIL FIN ADAPTER mp 0 p uta 1.583 1.583 1.007 • • 0 0.� $ ••••• sa • 745 •••�a• Z O N ••••a .065 .065 I •••••• Q w yu 0 ••••i TYR TYR .065 •••••• Z• v • 2.113 TYP. Lu ' •••• J �slr +•�••• 3.175 1.368 1.015 ••�••• Q :+01+5: •••• 3.675 1 1 3.175 VENT TOP CORNER 1.429 •• •• •••+• L n •••••• 1.220 • • vi • rn • .500 �••• : \ •• s m •.••� 1.(00 •v••• M cn '500 T- { E4 MEETING RAIL FRAME TOP CORNER C LO j M 2.505-moi Fes--2.505 M 1.220 O Et4 FLANGE FRAME SILL O FLUSH FRAME SILL p w Of .500 1.301 1.301- 1.043 /® J C 1.788 p O =N o �h rn 065 S2 r N C', 065 .065 �' w 0 r) M ! z O NP. j .1.015 F� I w C z�'- v 2.440 41L �� 2.440 1 V o 0 11 Es LOCK RAIL I w o a_ 1.015 1.015 FRAME BOTTOM CORNER C-3 LL�2 L VENT BOTTOM CORNER 745 L 745 2.195 2.846 2.346 o c N a Ei3 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB r r o 1.892 r .065 v o o .120 1.043 TYP. J z Z 1, 705 050 TYP. .705- 050 TYP. 1.015 444 IS2 uc;-, 0 .864 - .864 HAND RAIL OE8 E9 With tht r1,�a- 5/T fi GLAZING BEAD O 700 GLAZING BEAD pp (� /�Jap ri111f2? �..-,`E9(�f;. �® del 4f 1.395 ;3c�:;r;tafnc9 I'v+� �. T . \ 1.449 <>inT?ate, �° �CEYN&t' .,® N 1.395 .745 1.450--4 � o N .180 t- p N \ 180 1':23 3 Dade FYOduc +G o \ Yom .7V Jj 92 .293 �-- (/ �` - N L U .050-F065 -T .060 1.025 065 1.015 55�_ 050 TE �o dno. 1.413 _ �® OF 'g�4� drawing W10-03 M3 FLUSH FRAME COVER M19 SCREW COVER E7 SASH RAIL 10 FLANGE ADAPTOR ///tp j��S'11��`\\ sheet 9 of 9