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WS-15-2291 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-244426 Permit Number: WS-9-15-2291 Scheduled Inspection Date: September 30, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: TAYLOR, CLARENCE EDWARD JR AND Work Classification: Window/Door Replacement CAIIADA AnUVA Job Address: 117 NW 102 Street Miami Shores, FL 33138- Phone Number (703)618-6643 Parcel Number 1131010220060 Project: <NONE> Contractor: PRESTIGE WINDOWS& DOORS Phone: (305)820-5999 Building Department Comments REPLACING 10 WINDOWS AND 3 DOORS TO IMPACT. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-244219. CREATED AS REINSPECTION FOR INSP-244140. Not ready Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 29,2015 For Inspections please call: (305)762-4949 Pane 20 of 41 4 � k SKOREs h Miami Shores Village �.'. 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 ftl ,veN- ate Phone: (305)795-2204 \\ P�r1PPi Expiration: 03/08/2016 Project Address Parcel Number Applicant 117 NW 102 Street 1131010220060 Miami Shores, FL 33138- Block: Lot: CLARENCE EDWARD JR AND S Owner Information Address Phone Cell CLARENCE EDWARD JR AND SOMPA 117 NW 102 Street (703)618-6643 — — -- MIAMI SHORES FL 33138- 117 NW 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 18,505.93 PRESTIGE WINDOWS&DOORS (305)820-5999 Total Sq Feet: 286 Type of Work:REPLACING 10 WINDOWS AND 3 DOORS TO Available Inspections: No of Openings: 13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $11.40 Invoice# WS-9-15-57023 DBPR Fee $3.45 DCA Fee $3.45 09/10/2015 Check#:5231 $276.30 $0.00 Education Surcharge $3.80 Permit Fee $230.00 Scanning Fee $9.00 Technology Fee $15.20 Total: $276.30 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, OORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informat n s a curate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-nam d tractor to do the work stated. September 10, 2015 Authorized Signature:Owner / Applicant / t t ctor / Agent Date Building Department Copy September 10,2015 1 Miami Shores Village I , Building Department artment " SEP 1 2015 r 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 i Tel:(305)795-2204 Fax:(305)756-8972 _ INSPECTION LINE PHONE NUMBER:(305)762-4949 I_V4 FBC 20 I q BUILDING Master Permit No. S 1 PERMIT APPLICATION Sub Permit No. )(BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP 11 CONTRACTOR DRAWINGS JOB ADDRESS: L{ tjw City: M11iami Shores County: Miami Dade Zip: �� Folio/Parcel#:11- �0 " Q �- 0000 Is the Building Historically Designated:Yes NO Occupancy Type: Load: �* Construction Type: vt� Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): [�1 ! / ��"►��� Phone#: Address: W+_I""" \Of'S City: "tG' A' l L State: Zip: Tenant/Lessee Name: Phone#: Email: 11 i CONTRACTOR:Company Name: T(-es �.J�1✓l Phone#: ? P)2V r / Address: 5500' N vj 1 _&i. City: �AMYY1 State: 7 Zip: Qualifier Name: C�I S V1 q �j V�A'ZZy Phone#: State Certification or Registration#: L C%k 2,S 1(U S _T Certificate of Competency#: DESIGNER:Architect/Engineer: e anex r"eSS Phone#: Address: I X00 w 12 �i� - ,W, City: �' State: JELZip: Value of Work for this Permit:$ I?r 50S .O '3 Square/linear Footage of Work: Zg(o Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ccs\ac�ng c�1(lc�cx�.��(Id) at nc� c=Ct—' L3) -to 1(%kxCc� Specify color of color thru tile: Submittal Fee$ 40 Permit Fee$ �`' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$. E0 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspect' hic occurs en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no a ap v d and inspection fee will be charged. Signature Signature OW /Ror AGENT ----CCON The forego7ginstrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �JP.Ot 020 I� ,by -3 day of T 201S by �(� u who is personally known to i�khha who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign i Sign Print: EN E CARBONELL 1 Print: N E CARBONELL Seal: MY COMMISSION#EEt �'_ MY COMMISSION#EE177745 411 EXPIRES March 11.2016 Seal: �„�� EXPIRES March 11.2016 --398-0153 FIOIidaMo ►�5 �•°0T sQ7 98-0153 rWvW8N0WVSsrvics.0W J APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:9/10/2015 Property Information Folio: 11-3101-022-0060 932 Property Address: 117 NW 102 STS Owner CLARENCE EDWARD TAYLOR JR SOMPA ADHYA TAYLOR 117 NW 102 ST ` Mailing Address MIAMI SHORES, FL 33150 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE v` FAMILY: 1 UNIT Beds/Baths/Half 3/1 /0 Floors 1 Living Units 1 Actual Area 1,800 Sq.Ft al P Living Area 1,393 Sq.Ft Adjusted Area 1,520 Sq.Ft Taxable Value Information Lot Size 8,100 Sq.Ft 2015 2014 2013 Year Built 1939 County Assessment Information Exemption Value $50,000 $50,000 $50,500 Year 2015 2014 2013 Taxable Value $170,318 $168,570 $41,274 Land Value $131,771 $109,472 $72,981 School Board Building Value $110,780 $108,774 $104,412 Exemption Value $25,000 $25,000 $25,500 XF Value $322 $324 $325 Taxable Value $195,318 $193,570 $66,274 Market Value $242,873 $218,570 $177,718 City Assessed Value $220,318 $218,570 $91,774 Exemption Value $50,000 $50,000 $50,500 Taxable Value $170,318 $168,570 $41,274 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,500 Save Our Homes Assessment Taxable Value $170,318 $168,570 $41,274 Cap Reduction $22,555 $85,944 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Widow Exemption $500 04/18/2013 $319,000 28594-1643 Qual by exam of deed ......... Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City, Regional). Short Legal Description GOLD CREST A SUB PB 21-56 LOT 15 AND BILK 1 W1/2 OF LOT 14 LOT SIZE 75.000 X 108 OR 11528-1358 0681 5 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:/Iwww.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/10/2015 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ... . . . . .. . . .. . MARK TYPE SIZE NOA ' • •• • • • • Q 1 FD 36"x 80' FL#16708.1 i r 2 Csmt 37 x 50' 14-0506.01ul M 3 HR 37"x39" 15-0512.05 .•• : .�. :'. :•• .00 � ' `' � M 4 Csmt 37"x 51" 14-0506.01 V •• LL 6 5 Csmt 37"x 51" 14-0506.01 " ' ' ' ' " r . c v; 6 HR 74"x 51" 15-0512.05 7 I (y N 7 HR 74"x 38" 15-0512.05 9 BATH 8 FD 72"x 80" 14-1015.04 9 HR 36"x 25" 15-0512.05 g 6 O z •_ 10 HR 39"x 39" 15-0512.05 I '� _ 1 Q A 11 FD 31"x 81" FL#16708.2 ,.. __ _ � r .Co 12 SH(2) 106"x 74'115-0512.10 BEDROOM BEDROOM _ f- 13 SH 53"x 74" 15-0512.10 10 KITCHEM r Woo . MASTER 000 A FAMLY ROOM BEDROOM BATHC Vj Z GARAGE 2 3 4 Q 1] r z ~ r ISI W in 911fipbR„nrif 12 N! 4 V x N,Mull 3 Noa 15-0=.08 r% %WAWC� 3 N.T.S. r EXPRE SE-3 Project#: 42242-46106 Project Details: Taylor Residence Contractor: Prestige Windows and Doors 117 N.W 102 ST. Miami Shores, FL Subject: Wind Load Design Pressure Calculations (Components&Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor(Kd): 0.85 Wind Speed (Vuit): 175 mph Gust-Effect Factor(G): 0.85 Exposure Category: C Internal Pressure ±0.18 Roof Type: Hip Coefficient(GCPJ: Roof Slope (0): 18.4 deg Topographical Factor (K,t): 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure 0.85 Min. Building Dimension (L): 46.0 ft Coefficient(Kh): Parapet>-3 feet? No Velocity Pressure (qh): 56.57 psf End Zone (a): 4.6 ft ASD Method: P=0.6w 1 15 36.0 x 80.0 4 No 20.0 0.85 56.57 0.95 1.0 +3Er.k-/6-41.6 ..*. 2 15 37.0 x 50.0 4 No 12.8 0.85 56.57 0.98 -08 +314o1"42.8 '. .... 3 15 37.0 x 39.0 4 No 10.0 0.85 56.57 1.00 a.10 . +40.0/.-43.4 4 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98 J..68 . +392 d2.7 • 5 15 37.0 x 51.0 4 No 13.1 0.85 56.57 0.98 - +31.3J-42.7 6 15 74.0 x 51.0 4 No 26.2 0.85 56.57 0.93 ,1,rda +37.5./.A0.9 .... 7 15 74.0 x 38.0 5 No 19.5 0.85 56.57 0.95 -X'30 : +38.3 C-50.1 •, 8 15 72.0 x 80.0 4 No 40.0 0.85 56.57 0.89 A.996 +3C.4•A;39.8 9 15 36.0 x 25.0 4 No 10.0 0.85 56.57 1.00 -71-t 16 : +40.1 A-f 3.4 10 15 39.0 x 39.0 4 No 10.6 0.85 56.57 1.00 -1.10 +39.9'/-143.3 Valid Only With Raised Engineer NOTES: Design is in accordance with ASCE 7-10(ASD method)and the Florida Building ode Seal Fifth Edition(2014).Results are not valid for use unless approved via original signature raised engineer seal of a PE from Engineering Express. Results are based on contractor- supplied data and shall be field verified by others prior to use.Selection&installation of 2015 products shall be approved using these dimensions and pressures as verified b others. Frank L. Bennar , P pP g p Y PE46549 Cert Auth 9885 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 42242-46106 PHONE:(954)354-0660-FAX:(954)354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE I OF 2 f EXPRESS Project#: 42242-46106 Project Details: Taylor Residence Contractor: Prestige Windows and Doors 117 N.W 102 ST. Miami Shores, FL Subject: Wind Load Design Pressure Calculations (Components&Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor(Kd): 0.85 Wind Speed (V„it): 175 mph Gust-Effect Factor(G): 0.85 Exposure Category: C Internal Pressure 0.18 Roof Type: Hip Coefficient (GCPJ: ± Roof Slope (0): 18.4 deg Topographical Factor(K,t): 1.0 Mean Roof Height (h): 15.0 ft Velocity Pressure Exposure 0.85 Min. Building Dimension (L): 46.0 ft Coefficient(Kh): Parapet>-3 feet? No Velocity Pressure (qh): 56.57 psf End Zone (a): 4.6 ft ASD Method: P=0.6w M _e- I ze. �,(i Mn u ,e ME MR MS # 11 15 31.0 x 81.0 4 No 17.4 0.85 56.57 0.96 4.06 +39.6.,/442.0 0000 12 15 106.0 x 74.0 5 No 54.5 0.85 56.57 0.87 -T14 ' +3%6. -44.8 •, 13 15 53.0 x 74.0 5 No 27.2 0.85 56.57 0.92 a„� +37.407,k-'48.4 000 . ••.• 0000 0 0 0 000 00 00 0000 0 0000 000000 0 . 0000 0000.. . . 0000• Valid Only With Raised Engineer NOTES: Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Co Seal Fifth Edition(2014).Results are not valid for use unless approved via original signature a raised engineer seal of a PE from Engineering Express. Results are based on contractor- supplied data and shall be field verified by others prior to use.Selection&installation of u ust 7 2015 products shall be approved using these dimensions and pressures as verified by others. Frank L. Ben P.E. PE46549 Cert Auth 9885 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 42242-46106 PHONE:(954)354-0660-FAX:(954)354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE 2 OF Z S r M IAM I•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) vnv`v.miamidade.aov/economy CGI Windows&Doors,Inc. 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Prodtict Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11238"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Aluminum Casement Wdw. (L.M.I.)",sheets 1, 1.1,2, 3,4, 5, 5.1, 6 and 7 of 7, dated 12/04/98,with revision I dated 04/29i4,grepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing thp•Viami—Dade County••:- Product Control Section Revision stamp with the Notice of Acceptance number Add dkpiratiDn•d1tp by.the •• 0000 0000.. Miami-Dade County Product Control Section. 0000..•••�•• • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant .••• ;•••• LABELING: Each unit shall bear a permanent label with the manufacturer's mMe or logo city, state! ••• model/series, and following statement: "Miami-Dade County Product Control AllobWd", tu1lt 9l b1herwild••• noted herein. .. .. 0000 0000.. 000000 0 0 RENEWAL of this NOA shall be considered after a renewal application has been filed and,thererhas begrQ••;• no change in the applicable building code negatively affecting the performance of thi�Apr oduct:••0•• •••••• TERMINATION of this NOA will occur after the expiration date or if there hag'Deed a revoo4 bj change- • in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as at?8tiddrsement 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#12-1220.14 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. NOA No. 14-0506.01 : Z MIAMFDADE COUNTY , Expiration Date: October 2b,2018 '�r Approval Date: June 26,2014 f f"r Page 1 r CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Aluminum Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I dated 04/25/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB,dated 03/24/14, signed and sealed by Ramesh C. Patel,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 .000 4)Large Missile Impact Test per FBC,TAS-201-494 0000** 5) Cyclic Wind Pressure Loading per FBC,TAtS 203-94: ••• •; 6)Forced Entry Test,per FBC 2411.3.2.1,aAMNS 202-94" •••••• along with marked-up drawings and installation diagram o f ap;aluminum c asem&nt••. window, prepared by American Test Lab of South Florida,.jue., Test R;Port 11q.0 0 ATLOSF-1109.01-12, dated 11/20/12, signed and sealed by bI fml Hattexl�.B.E. ..:..' (Subfnitted under previous NOA #12-1220.14) •• •• •••• •••••• 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-Si4':': ' 2)Uniform Static Air Pressure Test,Loading pe.PBC,jA$X02-94:0 0 3)Water Resistance Test,per FBC,TAS 20244 : ... :••••: 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 20T-940 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Subinitted under NOA #08-1010.02) M nuer z,P.E. Product Contfoi E miner NOA r4 -0506.01 Expiration Date: October 26,2018 Approval Date: Juwre 26,2014 E-1 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing, Inc.,Test Reports No. HETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298,dated 06/27/08 and 07/17/08, all signed and sealed by Candido F.Font,RE (Submitted under NOA #08-1010.02) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. RTL-0080-0303-96 and RTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA's #96-0417.03 and# 01-1002.03) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Ai Pressure Test,Loading per FBC,TAS 202-94. 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 .... 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202!94..' .....• along with marked-up drawings and installation diagram of an nlumilulp casement • window, prepared by Fenestration Testing Laboratory, Inc','1TSf Repoill'No. FTI'•••• 1003 and FT1 -1041,dated 10/14/94,both signed and sealedbY*?amil Kuri,•P.E. (Submitted under NOA #96-0417.03) •••.• .... . ..... C. CALCULATIONS •• •' :000* •••••• 1. Anchor verification calculations and structural analysis,comt'1Wi with FBC-2010, •, dated 4/24/14,prepared by Al-Farooq Corporation,signed aid seated by.'-J&oZ • Ahmad, P.E. •`� •••••• 2. Glazing complies with ASTM E1300-09 ' D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) 14anuell?e E. Product Control rami er NOA No. - .01 Expiration Date: October 26,2018 Approval Date: June 26,2014 E-2 CGI Windows &Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-Ste Edition(2014),dated April 11,2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24,2014,signed by Manuel Perez,P.E. 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc.,dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA #08-1010.02) �••• 4. Laboratory compliances letters for Test Reports No.HETI-08-2143, ....•. HETI-08-2144,HETI-08-4287 and HETI-07-4298,issued1)54147icane .. .• Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08, alt Stgtted and gMea by ••••�• Candido F. Font,P.E. """ 0. (Submitted under NOA #08-1010.02) •.. ... • .... . ..... 5. Laboratory compliance letters for Test Reports No.HTL-008811133-96 and.. ..:..' HTL-0080-1107-98, issued by Hurricane Test Laboratory, it".`dotted 03786A94 and ...... 11/10/98, both signed and sealed by Timothy S. Marshall,P.L.•,•, •� (Submitted under NOA #96-0417.03 and 01-1002.03) • ' ' ' ''"'• 6. Laboratory compliance letters for Test Reports No. FTL-100k#nd;FTL-k04.L jssue j•••• by Fenestration Testing Laboratory,Inc.,dated 10/14/94, both signed and vt4d by Yamil Kuri,P.E. (Submitted.under NOA #96-0417.03) G. OTHERS 1. Notice of Acceptance No. 12-1220.14,issued to CGI Windows &Doors,Inc.for their Series"238"Outswing Aluminum Casement Window-L.M.I., approved on 03/21/13 and expiring on 10/26/18. Manuel Pei , .E. Product Control]Fxanf ner . NOA No. 14-0 6.01 Expiration Date: October 26,2018 Approval Date: June 26,2014 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . GENERAL WINDOW SECTIONS WINDOW'MOTH FLANGE FRAME VENT MOTH • • • • • ••• VN!-2' t • • • • •• • • •• • D.L.OPG. Z n 3 • • • • �• • • • • • •• WW- CORNERS 7' B'MAX.TYP. r. • • • J_ � • • • • • • • ••• A H f cA•i Q 7 • •• ••• • • ea 1 {L O p 0 �� I© 6_________ aWST'T rx O0OJ❑ 2 I1111i •• • •10 ••• • ITS••••• =Oz ��.zz3 JO 3 C %-'__X"IjIij-_-j_f//�_j/��_ZuRItIiIlIlF-'_____ mXa33So . Go AR ED or 11 O It nHQG-� ��aj(LjNN¢C�S FOR GLASS TYPES, \ REFER TO SHEETS 3 AND 4. 8 24•MAX.TYP. 0 w CA2 D.L OPG. D.L.DPG. 2 1/2- AT HEAD/SILL a�n I• VENT WIDTH VENT WIDTH t' TYPICAL ELEVATION =CII 4 FLANGE FRAM n SS WINDOW WIDTH 1 WINDOW WIDTH ( 3 N-e 1 EXTERIOR MULTI POINT LOCK 0 3 M N MAXIM MULTI POINT LOCK B9 BY'INTERLOCK' ao Z Z ^ u *;AK,"WO'K ALT.TO CAM LOCKS g I LOCKS ❑ I 53:5 Q J 1 MAX.WDW. LOCK U�� ; HEIGHT POIMS HEIGHT POWYS(itI 42' 2 38' 2 x3 56' 3 z6 it 184' 4 74' 4 0 3 84 5 C❑� _z ❑g x 3 In.lvL C N 6 rc 2 O � u��g� B 8 •���� 7 THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. c•^o r« INSTRUCTIONS: 1 o i;� USE CHARTS AS FOLLOWS. NOTES: FOR MULLION�MULTIPLE UNITS, REFER TO o LL _— STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N.O.A. o ON W7N0 VELOCITY.BLDG.HEIGHT,WINO 20NE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY --------- • USING APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE (HVHZ). a WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Engr,uN'aC AHMw fI[ODUCT REVISED d t e SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD GML ec;nmPlyinB with the Florida 4 r STEP 2 CAPACITY OF DESIRED GLASS SIZE LOADS TO THE STRUCTURE. FIA.PE!70592 _ ��. 75. Oa:„ting Code CAN. .� A-Fptlncc No (.� •CI USING CHART ON SHEET 6 SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Y }' +STEP +� HABEYOND WADRESSING OR STUCCO EMBEDMENT TO BASE MATERIAL SHALL BE BEOD LL . F.r. rellon IYau _ �% �9 kR ,i WIT DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED .”"�•. q �-; � $ i a $ IN STEP I ABOVE. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ByJC9` C NOT PART OF THIS APPROVAL ,f�Q{Zi. ? Mimm�Dado Product CONroT! drawing no. STEP 4 If ALUMINUM DUCK SYSTEM IS USED USE CHART ON � 9 SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �' W98—100 STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. SHALL APPLY TO ENTIRE SYSTEM. sheet T oT 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . WINDOW WIDTH 0 VENT WIDTH 1 • • • • • ••• WW-1 1/2- rn • • • • •• • • •• • / Z1 F 3 • • • • • • • • • • •• D.L. OPG. 0S� GENERAL WINDOW SECTIONS • • •• • • • • • WW-6 1/2' W J EQUAL LEG FRAME 000 • • • • • • • fci •• ••• • ••• • 6'MAX.TYP. a A HEAD/SILL O o CORNERS 0 7j < 1A Mo LL n •• • • • •• ••• •• / nZ • • • • • • • • • 'I I. / N WQ j n 7 • ••• • • • • •• _ • II II / mW NU � O 6 • • • • • •• • • _ 113�Z ^ U 0 Q-C l.J •• • • • • • ••• •• II/ II V N�` O qi�l t`2 4 I ,V7 N ii aCi3�6 C• V Y• a CAM LOCKS i w\ a.-, Z q W 3 0 3 9 2 LOCK POINTS 3 W ° II �// = I ALL WES z= J I \ II '// �� Q W f H g I zz 3 0 3 =`5==� -3G=== SURFACE APPLIED 0 O SNUBBER W \n====-it FALSE OPTIONAL AT IMPACT WINDOWS ONLY I L k Va It O i rr__ ' BE Z n 6 I I I \ I F o __________ L�+ O 41 m O 8 I �24'MAX.TYP. AT HEAD/SILL Tn N o TYPICAL ELEVATION So 3 (EQUAL LEG FRAME) OQ 31'1 n 1A 7 3 D.L.oPc. FOR GLASS TYPES, D.L.OPG. 21/2 `I 300-rN4i z REFER TO 3/4' VENT WIDTH SHEETS 3 AND 4. PENT WIDTH 3/4' 6 c'0`o ac W1�11 y V�L W WINDOW WIDTH WINDOW WIDTH EXTERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK 9A BY'TRUTH' BY INTERLOCK' ALT.TO CAM LOCKS ALT.TO CAM LOCKS x 6 i N IQ la MAX.WOW. LOCK MAX.YAW. LOCK o i � HEIGHT POINTS HEIGHT POINTS I 42' 2 38' 2 c oo 0 j 63 3 56� 3 o 84' 4 e 74' 4 i 4 I 845 � � a o i _ o 0 c 3 , i Ergr:JAVAO AHMAD PRODUCT REVISED li FLA PE 0 70.592 tiummg ioBwith lha Ploridepxpk ng CodeCAN.3538 Av-0 C No a' 0 r P,xPimllwl Dole1s 7 ,►f'f © g0 6Nin1 Dada Roduel Controi�; drawing no. 1A i� F`f11. 6 9 t' W98-100 M . sheet�,Iof 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • . • • 2.625 2 5/8 2A75 1.757 4 U v .768 �� o 5 b2� • • • ro F • • • • • 1A10 1.307 .090 TYP. Z • • • • • • • • �• 0 • • •• m • L L LB75 "j _ R 2.625 • • • • • • • '—(� .720 ~ _ • •• • • ••• • I_•,Z-11 2.215 2.465 1.438 A80 TYP. 0;{ V IL • • • • • • • • • 1.222 0�j n --- t3 CORNER KEY • ••• • •C Edi • V o C1 0 O .Oso THICK sr. STEEL • 4 2 iC u INUM Q FLANGE FRAME Q VENT (5/16" LAM. GLASS) C c t°Ji •• • • • • • ••• •• Q� —2.075— L7S7 .768 ai3� •� .090 TYP. LL 2• 1.057 � 1.975 2.465 2.715 L I�� IA38 VENT CORNER .060 TYP. U e 1.624 c Z I 3 n 2B VENT (INSUL. LAM. GLASS) In 1A EQUAL LEG FRAME 0: 1.757— p w ALL FRAME AND VENT CORNERS TO BE TB6M PART/ QUANTITY DKSCRIPTION MATERIALMAMP./SUPPMER/RKMARKS SEALED WITH GE SILPRUf OR E(R1N. 1 001-373 4 FLANGE FRAME 6083-T6 INDALE%OR EQUN. 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALE%OR EQUN. '040 TYP. N p 2 CGI-378 4 VENT(5/16'LAM.CLASS) 6063-16 INMLEX OR EQUIV. 1.875 N M 2B CGI-381 4 VENT(INSUL.LAM.GLASS) 6063-T6 INDAIE%OR EQUIV. 720 U M 5 2C C61-385 4 VENT(7/16'LAM.CLASS) 6063-T6 INDALEX OR EOUN1.438. :� 0 3 n Z Z 3 CGI-375 4 OGEE GLAZING BEAD 6083-75 INOALEX OR EQUN. 3A COI-386 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. III 4 - 4 .060 THICK CORNER KEY ALUMINUM - —1.347--1 1.347 U p 4 5 - B .060 THICK CORNER KEY Sr.STEEL - 12 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS O2G VENT (7/16' LAM. GLASS) 0 7 Q250-K-190 AS READ. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/-VENT-4 BAR HINGE,AT TOP AND BOTTOM STEEL TRUTH,ATTACHED W/(6)/8 X 3/8'SS SMS q7'5 49 24-13-00-202 2/VENT FACE MOUNT LOCK STEEL TRUTH,ATTACHED W/(2)'e X 3/8'SMS JA .39A - 1/VENT MULTI POINT LOG( - TRUTH 83098 - 1/VENT MULTI POINT LOGO - INTERLOCK 10 - 2/VENT .110 THICK LOCK KEEPER,AT FRAME MB FACING LOCK STEEL CGI,AT ACHEDw/(2)/to X 3/8'SS SMS 7 LLL LL p 33 11 - t OPERATOR(OPTIONAL) STEEL TRUTH.ATTACHED W/(2)/8 X 3/8'SS SMS 3 8 U 1 I 11A - t OPERATOR(OPTIONAL) STEEL INTERLOCK 0 CGI-375: OGEE GLAZING STOP 12 30175 1 OPERATOR TRACK STEEL TRUTH,ATTACHED W/(2)/8 X 3/8'SS SMS 753 / 13 - 2/CORNER FRAME AND VENT ASSEMBLY SCREWS - /10 X 1-1/4'SS SMS J 1111 .8108 .830 00,��ryn i_ 13 .617 A 0 CGI-396: SQUARE GLAZING STOP _ Ent,. WfADAHMAD T r CML' PRODUCTREVISED q FlAPE/70592 0s complying uith Lha Florida CAN.Y.i38 Building Coda �.t Accaplaucc NOY/ -2.-46'of E>piralion Da[a !& X $ Y 3 fl 201 By drOwing no. FRAME CORNER Mia.mjDade Praducl Opo (W98-10 sheet 2 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • 1/8'ANN.GLASS 3/16'ANN.GLASS ,090'Saflex Clear And Color Claes 3 16-HEAT EN'D G ,090"Saflex Clear And Color Gloss _ v Ey'Eastman Chemical Co.' ey'Eastman Chemical Co.' �� o 090'Into loyer .075'Scflex CP With PET Core .075"Saflex CP With PET Core SoOex Clear And Color pass IN7ERLAYERS �, INTE LAYERS 'Eastman Chemical Co. • • • % • B•iE•slmon Chemical Co.' m By'Eastman Chemical Co.' • • • • • • • •• Z n 3 .090'DuPont SentryGlos 490"DuPont SentryGlas By'E.1. DuPont De Nemours&�.,I c.'• u• • 69•%1 DuPont De Nemours k Co.,Inc. 0 1/8"ANN.GLASS 3/16'ANN.GLASS • • m • /16'HES 5TRiN'D•GIASS SQUARE SAD j • • 000 • OPTIONAL y o. SILICONE 1 1 1 1 ALL GLASS TYPES I I O j O GE-1200 i SILICONE \ i SILICONE j j Q.Glijl O DOW 995 I I GE-1200 I I GE-1200 DOW 995 DOW 899 I I I DOW 899 •• • I • eDOV 91 • • • • .....: D h 0 00 5/16" NOMINAL 7/16" NOMINAL ••• • •7/16"N•111MADD••. •• GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIREDNO SHUTTERS REWIRED HO SHUEICRS"'QUO" ,,,LE "JLLL' REFER 70 SHEETS 5 TIUU 7 FOR INSTALLATION DETAILS REFER TO SHEETS S 1HRU 7 FOR NSTAUATION DETAAS REFER TO SHEETS 5 THRU 7 FOR NSTAUA7XIN DUALS Z g p WINDOW DIMS. GLASS TYPE'E' CLASS TYPE'3' GLASS TYPE'B' WINDOW DIMS. GLASS TYPE'2' GLASS TYPE'8' GLASS TYPE'8' WIND DIMS. GLASS TYPH'P' GLASS TYPE'8' GLASS TYPE'8' O7 eee1110F MOTH HEIGHT EXT.(+) 1M.(-) EM.(+) INT.(-) EXT.(+) iNT.(-) WIDTH HEIGHT EXT. (+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT. (-) EXT.(+) 1M.(-) EXT.(+) INT.(-) 20" 110.0 194.3 110.0 195.0 110.0 195.0 20' 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 n 24' 110.0 161.9 110.0 195.0 110.0 195.0 24' 73.4 73.4 110.0 120.0 110.0 120.0 26-1/2" 110.0 195.0 110.0 195.0 110.0 195.0 26" Z M 28' 110.0 138.8 110.0 195.0 110.0 195.0 28' 64.2 64.2 110.0 f20.O 110.0 120.0 37' 110.0 145.4 110.0 195.0 110.0 195.0 _ 30' 110.0 129.5 110.0 195.0 110.0 195.0 W. 66' 60.6 60.8 110.0 120.0 110.0 120.0 42" 110.0 128.1 110.0 195.0 110.0 195.0* w 32' 35' 110.0 121.4 110.0 195.0 110.0 195.0 32' 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 110.0 195.0 O n 36' 107.9 107.9 110.0 195.0 110.0 195.0 36' - - 60.0 60.0 60.0 60.0 26-1/2' 110.0 137.5 110.0 195.0 110.0 195.0 vv�� O W -3/8' C7 40' 97.1 97.1 110.0 195.0 110.0 120.0 40' - - 60.0 r12 60.0 60.0 37' 9B.5 98.5 110.0 194.5 110.0 120.0 17 42' 92.5 92.5 110.0 120.0 60.0 60.0 20' 66.4 66.4 110.0 110.0 120.0 42" 86.8 86.8 110.0 120.0 110.0 120.0 z 1�Ln 20' 110.0 166.5 110.0 195.0 110.0 195.0 24" 56.1 56.1 110.0 110.0 120.0 19-1/8` 110.0 1445 110.0 195.0 110.0 195.0 is^q (n to 24' 110.0 138.8 110.0 195.0 110.0 195.0 28" 48.9 48.9 110.0 110.0 120.0 26-1/2' 99.7 104.3 110.0 195.0 110.0 195.0 3 NM. 28' 110.0 1189 110.0 195.0 110.0 195.0 30' 72" 46.0 46.0 110.0 110.0 120.0 J7' 74.7 74.7 110.0 120.0 110.0 120.0 Oo330' 110.0 111.0 110.0 195.0 110.0 195.0 32' 43.6 43.6 110.0 110.0 120.0 42' 65.8 65.8 110.0 120.0 1 f 0.0 120.0 Z Z 32' 4Y 104.1 104.1 110.0 199.0 110.0 120.0 36' - - 60.0 60.0 60.0 19-1/e' 96.7 104.2 110.0 195.0 170.0 195.0 3 O o 36' 92.5 92.5 110.0 120.0 170.0 120.0 32" - - L 60.0 60.0 60.0 28-I/2' 63' 74.9 77.9 110.0 120.0 110.0 120.0 40' BJ.J 83.3 110.0 120.0 110.0 720.0 36' 76 - - 60.0 60.0 60A 37' 60.0 60.0 110.0 120.0 l 10.0 720.0 U 42' 79J 79.3 i10.0 120.0 60.0 60.0 20" 52A 52.0 120.0 110.0 120.0 42' - - 60.0 60.0 60.0 50.0 0 20' 110.0 145.7 110.0 195.0 110.0 195.0 24' 439 43.8 120.0 110.0 120.0 19-1/8' 63.0 63.0 110.0 195.0 110.0 120.0 24' 110.0 121.4 110.0 195.0 110.0 195.0 28" 78' 38.1 38.1 120.0 110.0 120.0 26-1/2" 74-1/4' 46.6 46.6 110.0 120.0 110.0 120.0 28' 103.8 104.1 110.0 195.0 110.0 120.0 30" - - 120,0 60.0 60.0 3Y - - 599 59.8 599 59.8 30' 97.1 97.1 110.0 195.0 110.0 120.0 32' - - 60.0 60.0 80.0 37" 77' - - 56.3 56.3 58.3 58.3 Ila Ila 8' 32' �" 91.1 91.1 110.0 120.0 110.0 120.0LO" 415 41.5 120.0 110.0 120.0 2 8 y6y * LIMIT MAX.LOADS TO 171.0 PSF G 36' 80.9 80.9 110.0 120.0 110.0 120.0 34.9 34.9 110.0 120.0 110.0 120.0 ,' Ir Z,y�� WHEN MULTI POINT LOCK BY'INE7RLOCW 98 _ 40' 72.8 72.8 110.0 120.0 110.0 120.0 84' - - 110.0 120.0 54.5 54.5 IS USED ogg u 42' 69.4 69.4 110.0 120.0 60.0 60.051.2 51.2 51.2 51.220' 110.0 129.5 110.0 195.0 110.0 195.0 - - 48.3 48.3 48.3 48.3 Ila#SIZE 37'X 77'APPLICABLE TO FLANGE FRAMES ONLY 24' 98.0 107.9 110.0 195.0 110.0 195.0 SEE SHEET 1 28' 68.2 92.5 110.0 120.0 110.0 120.0 30' 84.4 85.3 110.0 120.0 110.0 120.0 NOTE: s4' GLASS CAPACITIES ON THIS SHEET ARE 32' 80.9 80.9 110.0 120.0 110.0 120.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 6 _- 36' 71.9 71.9 110.0 120.0 ft0.o 120.0 AND FLORIDA BUILDING COMMISSION 40' 64.8 _64.8 110.0 120.0 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC-219 0 42' 61.7 61.7 110.0 120.0 60.0 60.0 t MAG 20' 98.8 112.6 110.0 195.0 110.0 195.0 Ear• CMLµ PRODUCT REVISED f1A PE 7592 e�ComPlOng with the Flarlds 24' 85.8 95.4 110.0 195.0 110.0 120.0 DAN. . _iWm8 Code ��11 - n 28' 76.7 83.3 110.0 120.0 110.0 120.0 AcceDlallce No 1 -'"'16 8 .. 30' 60. 73.2 77.7 110.0 120.0 110.0 120.0Dalc ooO 32' 70.2 72.8 110.0 120.0 110.0 120.0 /'/ r 13y NOTE: � 2d� MjeQ**Dade Product Co i drOwmg no. 36' 64.6 649 110.0 120.0 110.0 120.0 LOAD/AREA LIMITS 40' - - 60.0 60.0 60.0 60.0 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. W98-10O 42' - - 60.0 50.0 60.0 60.0 +110.0, -195.0 PSF = 10.00 SQ. FT. sheet 30f 7 •. .. .. •. . . . . . . . . . . . . ... . . . . ... 1/8"TEMP.GLASS 1ii 'TEMPCLASS AIR SPACE .090'Saflex Clear And Color Glass .090'Soflex Cleor And Color GlassLR!7-Ul By'Eastman Chemical Co.• By'Eastman Chemical Co.' j 1/8'ANN.GLASS .075'Soflex CP With PET Core 07%Soft x1CP With PET•Core••• m INfERIAYERS By'Eastman Chemical Co.' s8}hast=ORemical•A • Zt SentryGlas .09M:DuP�ntntr�iGlos •• OBy'E.I. DuPont De Nemours& Co.,IncBy I. on De NemoyrsFo., c. SQUARE BEAD1/8"ANN.GLASS i.%.AS ••• • ••• • OPTIONAL SILICONE LICONEALL GLASS TYPESGE-1200 -1200DOV 995 W 995 DOW 899 fe f MSISTISETTING BLOCKS SETT"NLOCRS • • • L SPAC`R AROUND G N o q 2/LITE 1♦/LAE • • • ♦• TVE PERIMETEI]OF THE GLASS a R v/'1 3/4" INSULATED DUROMETER 85±5 3/4" INSULATED ••DDUROMPDMIETOt 85MB • • ••• ••• AY GLASS TYPE '2A' GLASS TYPE '3A' Q' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS J N NO SHUTTERS RECLIOND No SHUTTERS REQUIRED NO SXUREAS REOUIRED pJ REFER 10 SHEETS 5 DAU 7 FOR INStALLAMxI DETAILS REFER 70 SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR WSTA"71ON DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE'SA' WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'0A' WINDOW DWS. GLASS TYPE 1A' GLASS TYPE'SA' 0 WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXr.(+) INT.(-) EXr.(+) TNT.(-) 20' 110.0 194.3 110.0 195.0 20' 86.7 86.7 110.0 169.0 19-1/8' 110.0 195.0 110.0 195.0 24' 110.0 181.9 110.0 195.0 24' 73.4 73.4 110.0 120.0 26-1/2' 26" 110.0 203.0 110.0 195.0 U 28" 110.0 138.8 110.0 195.(1 28' 64.2 64.2 110.0 120.0 37' 110.0 145.4 110.0 195.0 z w 30' 110.0 129.5 110.0 195.0 30• 66' 60.6 60.6 110.0 118.2 1 42" 110.0 128.1 110.0 195.0# N 32" 36• 110.0 121.4 110.0 195.0 32" 57.5 57.5 110.0 112.2 19-1/8' 110.0 190.6 110.0 195.0 0 n 36' 107.9 107.9 110.0 195.0 36' 60.0 60.0 - - 26-1/2' 110.0 137.5 110.0 195.0 O W 38-3/8" 40• 97.197.1 110.0 120.0 40' 60.0 60.0 - - J7' 98.5 98.5 110.0 120.0 H 42' 92.5 92.5 110.0 120.0 1 20' 66.4 66.4 110.0 120.0 42' 86.8 86.8 110.0 120.0 20" 110.0 186.5 110.0 195.0 24' 56.1 56.1 109.3 109.3 19-1/8' 110.0 144.5 110.0 195.0 ] $, 24' 110.0 138.8 110.0 195.0 28' 72" 489 48.9 95.3 95.3 26-1/2' -5/8• 99.7 104.3 110.0 195.0 3 L0 28" 110.0 118.9 110.0 195.0 30' 48.0 46.0 89.6 89.8 37' 74.7 74.7 170.0 120.0 3 rrI m m 30' 42" 110.0 111.0 110.0 195.0 32' 43.6 43.6 85.0 85.0 42' 65.8 65.8 110.0 120.0 Z_Z rT 32' 104.1 104.1 110.0 120.0 36' 80.0 80.0 - - 19-1/e' 96.7 104.2 110.0 195.0 36' 92.5 92.5 110.0 120.0 32' 76• 60.0 60.0 - - 26-1/2' 63' 74.9 77.9 110.0 120.0 O O Q v 40 83.3 83.3 110.0 120.0 36" 80.0 60.0 - - 37' 60.0 60.0 110.0 117.0 ti U O 42' 79.3 79.3 710.0 120.0 20' 52.0 52.0 101.3 101.3 42" 60.0 60.0 - - 0 20' 110.0 145.7 110.0 195.0 24" 43.8 43.8 155.4 85.4 19-1/8" 6&0 63.0 110.0 120.0 24" 110.0 121.4 110.0 195.0 28' 78' 38.1 38.1 74.3 74.3 26-1/2' 74-1/4" 46.8 46.6 90.9 90.8 28' 104.1 104.1 110.0 120.0 32' 60.0 60.0 - - 37• 59.8 59.8 - - 97.1 97.1 110.0 120.0 41.5 41.5 80.8 80.8 77' 56.3 56.3 - - 30' 20" 37" 48' Nso 32' 91.1 91.1 110.0 120.0 24' 349 34.9 68.0 88.0 00 z OMIT MAX. 1 1 36' 80.9 809 110.0 120.0 28' 84 545 54.5 - - * LOADS TO 7.0 PSF - a WHEN MULTI POINT LOCK BY'INETRLOCK 9B n Fi rc 40' 72.8 729 110.0 120.0 30' 51.2 51.2 - - IS USED O u k' u 42' 69.4 69.4 110.0 120.0 32' 20' 110.0 129.5 110.0 195.0 **SIZE 37"X 77"APPLICABLE TO FLANGE FRAMES ONLY 24' 9&0 107.9 110.0 195.0 SEE SHEET 1 28' 92.5 92.5 110.0 120.0 's a n n 30• $4.4 663 110.0 120.0 NOTE: Q g GLASS CAPACITIES ON THIS SHEET ARE o o»S BASED ON ASTM E1300-09 3 SEC. GUSTS 32' 54• 80.9 80.9 110.0 I20.0 � ) a- 36' 71.9 71.9 110.0 120.0 AND FLORIDA BUILDING COMMISSION m="" DECLARATORY STATEMENT DCA05-DEC-219 0 40" 84.864.8 110.0 120.0 _ 42' 61.7 61.7 110.0 120.0 Enqr:JAVAD AHMAD PRODUCT REVISED E 20' 98.8 112.6 110.0 195.0 CML es complyi g with the Floride I ` FIA.PE/70.592 Building Code "r 24' 85.8 95.4 110.0 120.0 CAN.3538 Acceplancc No f` 8 , 28' 76.7 63.3 110.0 120.0 NOTE: Rx I�iretimr Detc`� � $ r 30• �• 73.2 77.7 11o.0 120.0 LOAD/AREA LIMITS Dy,%L•%%�1l { -!c?�., o 32' 70.2 72.8 110.0 120.0 FOR +110.0, -120.0 PSF = 16.34 S0. FT. Mien D3dePraduc1Conlrv- drOwing no. 35 64.8 64.8 10.0 1zo.o +110.0, -195.0 PSF = 10.00 S0. FT. 40• 60.0 eo.0 - - l'' W98-100 42' 80.0 80.0 - - PR sheet 4 of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES L) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 5 TYPICAL ANCHORS �Y 1 ••• • •• ••• •• ••• SEE ELEV.FOR SPACING m TYPICAL ANCHORS • • • •S— • • •• SEE SHEET 6 FOR DESCRIPTION O 111--- j SEE ELEV.FOR SPACING • SEEtLlljRJlA.I.. • MEAL F ulSEE SHEET 6 FOR DESCRIPTION • •• SE� JjOESCPJP, • o, STRUCTURES THK MIN. C V 1 3/8- SEE . d •• a SEALANT � � SEALANT ••• •• • • • 08 r • • • • • O MINI 2 1/s' a y Z. ^m 2 t/a'00 m me 3 aV .'. v- e 't'MIN < 1'MIN MIN. F 2-1/2'MIN. \ Q f INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIA PRESSURE PRESSURE TREATED MATER 1AL: PRESSURE TREATED n m TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO c Z n ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES 3 o R Ow t TYPICAL ANCHORS TYPICAL ANCHORS t/8'MIN. TYPICAL ANCHORS i 4 SEE ELEV.FOR SPACING SEF ELEV.FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION _ _ SEE ELEV.FOR SPACING N o f -T SEE SHEET 6 FOR DESCRIPTION o U) 1 3/8' 11 II = O M m SEALANT SEALANT II II N p (j p Q J II 11 eH ry 11 11 O \_ \ II II IL___J 2 7/8' I .O' d 2 1/8' :va .� FFFFH ao MIN. 3As� < v BUCK INSTALLATION BY OTHERS v BUCK INSTALLATION BY OTHERS n 8 I4 c ATTACHMENT TO o 1'MIN. 1'MIN. - APPROVED MULLIONS c W U b U W O L O P ' g INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' W000 BUCK TYPE '4 MATER ALI PRESSURE TREATED MATERIAL:PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ooNg ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD o c ALUM CHANNEL 00 3/4'X 1'X 3/4'X 1/8' Engr:JAVAD AHMA P>:oDUCT REVISHD S r 2-1/2'LONG CML is wm.11 wish the lleride Q AT ANCHOR LOCATIONS FLA FE/70592- Dung Code CAN.363a Acs-Pl1 No S MFimlia.13llei'2��8 V ti l�PR �A'2094 Dr 4 uar�� t, g [THEM OOD BUCKS NOT BY CGI CORP., MUST SUSTAIN A4ia DadeProducTCgntrpy drawing no. OADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION r / �W98_1 OO TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet 5 of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) U 4 U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 o o_ TYPICAL ANCHORS I • • • • • ••• SEE ELEV FOR SPACING Z 3 • • • • •• • • •• • SEE SHEET 6 FOR DESCRIPTION j • • • • • • • • • • 00.• �Q • • • • • • • • METAL TYPICAL ANCHORS •TYPIWANCHORS••• • ••• • STRUCTURES d SEE ELEV. FOR SPACING SEE ELEV.FOR SPACING 1/6"THK. MIN. O V SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION OH. •• • • • •• ••• •• 0(1 ' 11 1 I • • • • • • • • • '{ a r.Z' a ^w 2 1/6' Lg Z Ill s a v < s MIN. oo` . . '1'.MIN' • i'MIN O 2-1/2'MIN. 2-1/2'MIN. = w INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE MATERIAL:PRESSURE TREATED MATERIAL PRESSURE TREATED z A TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO O ON ALL FOUR SIDES/USING WOO ON ALL FOUR SIDEVUSING WOODMETAL STRUCTURES O I/6'MIN. H TYPICAL ANCHORS 3,4 N1 e TYPICAL ANCHORS TYPICAL ANCHORS -E SEE SEE FOR SPACING � Q M� SEE ELEV FOR SPACING SEE ELEV.FOR SPACING i i T-1 i SEE SHEET 6 FOR DESCRIPTION Z 3Z-J SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION 11 I i 0— 1, 3/8• I 11 I I - 4 II + O II 11 II II it N V tl I 2 7/6' ! c .a 2 1/6' _ MIN. p 3 3 v 3 ATTACHMENT TO y w v BUCK INSTALLATION BY OTHERS w a BUCK INSTALLATION BY OTHERS APPROVED MULLIONS •_=p 1'MIN, 1'MRL N 0- INSTALLATION TYPE '3' WOOD BUCK TYPE INSTALLATION ATION TYPE '4' WOOD BUCK TYPE '4' °o g MATERIAL:PRESSURE TREATED MATEPRESSURE TREATED d cS 6 O TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD ON ALL FOUR SIDEVUSING WOOD Engr. IAVAD AHMAD CW PRODUCT REVISED Q FlA PE#,70592 0 romplying with the Plofida C•AN.31+p18 Building Code ncceptance No /' D6.0f � s � ,t 1 g A 201 Ea,imlim,Dau ,� � 51 Da 0 i 1 BY Browing no. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN Mien Dado Produtl CotUrol LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER �_ �' W98-1�6 THEM TO THE BUILDING STRUCTURE. sheet 5.1 of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 0 0 0 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHOHS D PERFOR LANCE VALUES OF INSTALLATION ANCHORS (� /� 0 REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS ANCHORS W/O SHEAR CIDP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CUP ANCHORS WITH SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP WINDOW DIMS. AT 17'O.C. AT 10"O.C. AT 17.O.C. A7 10'O.C. WINDOW DIMS. AT 1r O.C. AT 10"O.C. Nf 17"01. AT 10"O.C. WINDOj DIMS AT 17"O.C. AT 10'O.C. AT 17'O.C. AT 10"O.C. WIDTH HEIGHT EXT.(+)/INT.(-)EXT.(+)/INL(-)EXT.(+)/INT.(-)EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-)EXT.(+)/X4f.(-) )/ .( EXT.(+�NR.(-) WIDTH* HEIGHT EXT.(+)/INL(-)EM.(+)/INT.(-)EXT.(+)/WT.(-)EXT.(+)/INT.(-) O j 20• 195.0 195.0 154.8 195.0 32' 133.2 195.0 076.4 0 0 122.E 0 19-1/8' 195.0 195.0 149.4 195.0 24• 195.0 195.0 129.0 172.0 M. 78" 118.4 189.5 067.9 0 108.0 0 26-1/2' 250 195.0 195.0 107A 161.8 4 d 28' 1929 195.0 110.6 147.4 20• 195.0 195.0 119.1 190.5 0 37'0 0 0 195.0 195.0 77.2 115.9 O g O 30' 180.0 195.0 103.2 137.6 24' 173.1 195.0 99.2 1569 19-1/8' 195.0 195.0 151.9 195.0 C' V 32• 36' 168.8 195.0 96.8 129.0 28' 78• 148.4 195.0 85.1 136.1 26-1/2" 38-3/8' 191.2 195.0 109.6 146.1 p u, 36" 150.0 195.0 86.0 114.7 30' 138.5 195.0 70.I • 9 127.1 so 0760 0• 136.9 1826 78.5 104.7 Q�j r 40' 135.0 180.0 77.4 103.2 32• 129.8 195.0 7A.4 1 .i 19f1J8" 0 195.0 195.0 153.5 191.9 V pW m 42' 128.6 171.4 73.7 98.3 20' 195.0 195.0 1320 0 0 196.0 0 00 2601/2' 50-50" 193.2 195.0 110.8 138.5 0'�>Q 20' 195.0 195.0 132.7 176.9 24' _ 195.0 195.0 1 7" 0 138.4 173.0 79.3 99.2 O n O 24' 192.9 19&0 110.6 147.4 28• 84 165.3 195.0 94.8 142.2 19-1/8' 195.0 195.0 123.3 195.0 1 G 28' 165.3 195.0 94.8 126.4 32' 154.3 19510 88.5 132.7 26-1/2' 155.3 195.0 89.0 155.8 30" 42, 154.3 195.0 88.5 117.9 37' 63' 111.2 194.6 63.8 111.6 Dpi- 32' 144.6 192.9 82.9 110.6 42' 98.0 171.4 56.2 98.3 a Z N 1 36' 128.6 171.4 73.7 98.3 19-1/8" 195.0 195.0 130.8 195.0 W.1 40• 115.7 154.3 66.3 88.5 26-1/2' 74-1/4' 164.7 195.0 94.4 1_51.1 42' 110.2 146.9 63.2 84.2 37" 117.9 188.6 87.8 108.1 20' 195.0 195.0 154.8 193.5 _ U 1e 24" 195.0 195.0 129.0 161.3 Z n 26• 192.9 195.0 110.6 138.2 180.0 195.0 103.2 129.0 O 32• 168.8 19s.0 96.8 1209 I TYPICAL ANCHORS: SEE ELEV. FOR SPACING Ow 36" 150.0 187.5 86.0 107.5 U 0 O 40' 135.0 188.8 77.4 96.8 1/4" OLA. KWIK-CON 11 BY 'HILTI'(Fe=163 KSI,F7=157 KSI) U/ 42' 128.6 160.7 73.7 92.1 1 1/4" DLA, ULTRACON BY 'ELCO' (Fu=177 KSI,FY-155 K4) Nn g zo 1as.o lss.o 137.6 195.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 Nrl 24" 195.0 195.0 114.7 172.0 1-1/2" MIN. PENETRATION INTO WOOD p 3�" 28" 171.4 195.0 98.3 147.4 Z 30• 150.0 195.0 91.7 137.6 THRU 1 BY BUCKS INTO CONIC. OR MASONRY 3 o L` 32• 54" 150.0 195.0 86.0 129.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY CD�- 36" 133.3 195.0 76.4 114.7 DIRECTLY INTO CONC. OR MASONRY 0 40• 120.0 180.0 68.8 103.2 1 i 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY o 42" 1 1 114.3 171.4 85.5 1 9&3 20• 195.0 195.0 123.8 1859 1 #14 SMS OR SELFDRILLING SCREWS (GRADE 2 CRS) 24' 180.0 195.0 103.2 154.6 I INTO MIAMI-DAD£ COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 28" 164.3 195.0 88.5 132.7 INTO METAL STRUCTURES 30" 144.0 195.0 82.6 123.8 STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) "'2 60' ANCHORS.W/0 SHEAR CLIP ANCHORS KITH SHEAR CLIP 0`- rc 32' 135.0 195.0 77.4 116.1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) t 36' 120.0 180.0 68,8 1012 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) G� 5 40' 108.0 162.0 61.9 92.9 d i i 3 42' 1029 154.3 59.0 68.5 TYPICAL EDGE DISTANCE 20' 195.0 195.0 140.7 195.0 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 24' 195.0 195.0 117.3 164.2 fNTO WOOD STRUCTURE = 1" MIN. . INTO METAL STRUCTURE = 3/4" MIN. 28" 175.3 195.0 100.5 140.7 30' 68' 163.6 195.0 93.8 131.3 CONCRETE AT HEAD, SIL}OR LAMBS I'e - 3000 PSI MIN. P u - 32' 153.4 195.0 88.0 123.1 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 36' 136.4 190.9 78.2 109.5 0 En9r:.YVAD AHMAD PRODUCT REVISRO {0' 122.7 171.8 70.4 985 l II 20• 195.0 195.0 129.0 180.8 FLA.PE%L 70582 a d 0ipg�evith the FloTWe I 24' 187.5 195.0 107.5 150.5 CAN.3538 -porrmNo. yF a 28' 72' 160.7 195.0 92.1 129.0 1lxpirallon Dule-��1 )8 Se 0 5 1• 150.0 195.0 8610 120.4 p t 3Y 1{0.6 175.0 80.6 1,29 { H�ll'�J"roJ IGU{Y HT 36' 125.0 175.0 71.7 100.3 ( Mi Dade Product Control, drawingn0. ' t W98-100 .heel 601 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS V 0 OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK IIR o INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES �V USE LOWER APPLICABLE VALUES. WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. • • • • • •••• Z 3 • • • •• • • •• • WIDTH HEIGHT EXr.(+) INT.(-) WIDTH HDGtR IXT.(+) INF.(-) WIDTH HEIGHT EXT.(+) INT.(-) • • • • • • • f r • • 2 1Z. 20' 110.0 195.0 W. 105.8 120.0 19-1/8' 110.0 195.0 0 0 •: + 0 0 0 • : F til 24' 110.0 195.0 24' 90.9 120.0 26-1/2" 26" 110.0 195.0 • •• ••• • ••• • �1 g 28• 110.0 186.5 28' 80.5 110.3 37' 110.0 184.2 0 U 30' 110.0 182.4 30" 76" 76.3 104.7 42• 110.0 152.4 36" 32' 110.0 179.5 32' 60.0 60.0 19-1/6" 110.0 195.0 w• f f i •• ••• •• 0 u 'I 36' 110.0 177.3 38' 60.0 60.0 26-1/2" 38-3/8' 110.0 172.6 • • • • • • • • • 0 40' 105.8 145.1 20' 102.7 120.0 37' 110.0 156.3 • ••• • • • • •• • 42' 97.0 120.0 24' 88.2 120.0 42' 95.7 120.0 • • • • •+• • • 0 Q p 20• 110.0 179.5 28" 78" 77.9 120.0 19-1/8• 110.0 195.0 !• • • • w • ••• •• 0 an rc 24' 110.0 159.6 30' 73.8 101.3 26-1/2" 110.0 154.7 I I �• o!0 50_5/8* 13 28' 106.9 146.6 32" 60.0 60.0 37• 94.0 120.0 W. 103.5 141.9 20" 110.0 120.0 42' 89.8 120.0 32' 42" 100.7 138.1 24" 97.0 120.0 19-1/e" 109.3 149.9 I 1 Q W f 36' 97.0 120.0 28' 84' 85.5 117.3 26-1/2' fi3, 84.8 116.2 j O 40" 95.2 120.0 30' 60.0 60.0 37' 67.9 93.1 1 /14 SMS I '� 42' 95.0 120.0 32' 60.0 60.0 42" 60.0 60.0 i AT 8"FROM ENDS 1 J 20' 110.0 195.0 19-1/8" 170.0 754.8 r17"D.C.MAX.AT JAMBS U m 24" 110.0 177.3 26-1/2• 74-1/4• 86.4 118.5 24'O.C.MAX.AT HEAD/SILL ��-�- i+�-tvu A14 SMS N 28' 110.0 160.9 37' 80.0 60.0 AT 6`FROM ENDS � � 30' 110.0 154.8 19-1/8' 708.9 12(1.0 17"O.C.MAX.AT JAMBS in O n 32" 48" 109.1 120.0 26-1/2' 76" 84.0 115.2 s ' 24"O.C. MAX.AT HEAD/SILL 8 O W c7 p 36' 103.5 120.0 3T 80.0 60.0 40' 99.8 120.0 19-1/8" 108.3 120.0 �2 \ 2 N 0 42' 95.0 120.0 26-1/2' 77" 82.7 113.4 N y 5o V)u~j u 20" 110.0 174.1 37' 60.0 60.0 00 M n low 24' 110.0 152.0 C3 3 n Z Z J 28' asb 120.0 3 O n 30' 95.5 120.0 • 'd.d -- ° e a '_ O a' 32' 54' 91.9 120.0 'd dj U' O Q 36" 86.2 118.2 - ° I n TYPICAL ANCHORS TYPE'A'OR'B' TYPICAL ANCHORS TYPE'C' rn U 40" 82.2 112.7 AT 6"FROM ENDS AND AT 6"FROM ENDS AND O 2 1/2'MIN. 17"O.C.MAX.AT JAMES 17'O.C.MAX.AT JAMBS 42' 80.6 110.5 17"O.C.MAX.AT HEAD/SILL 1'MIN 24'O.C. MAX.AT HEAD/SILL 20' 110.0 153.2 EDGE DIST. 24" 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' A 28• 86b 118.0 TYPICAL ANCHORS: SEE ELEV.FOR SPACING o u Q 28Y WOOD BUCK OR WOOD STRUCTURES c0€ 30• 60' 82.8 113.5 A - 1/4" DIA. KWIK-CON II BY 'HILTI'(Fu-163 KSI,FY-157 KSI) 32' 79.4 108.8 TYPICAL INSTALLATION DETAIL h� 36' 73.s 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDE$,(USING ALUMINUM BUCK SYSTEM 40' 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY u$ 4z' 60.0 60.0 B - 1/4` DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) 20" 1tD.a 171.0 DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 845 24' 107.6 120.0 c•' - 1-1/4" MIN. EMBED INTO CONCRETE .845 065 o 28• 95.9 120.0 `0 0: 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS .065 592 = 30" 66' 91.3 120.0 O 32' 87.3 119.7 C - .#14 SMS (GRADE 2 CRS) S62 1.125 m 36' 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Ei9r.JWAQ AHMAD PRODUCr REVISED i 40' 60.0 60.0 1.436 CIYA ",==plying with the Florida _ q 1-1/2" MIN. PENETRATION INTO WOOD 903 FFA PE i 70592 Building Code •" 20' j77 154.5 .125 CAN.3538 Aneptaltce�Nol�kk �,24' 120.0 TYPICA CTAN Bpimtin 5ALUMINUM BUCK OPTIONAL COVERza 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ( By 30' 112.0 INTO WOOD STRUCTURE = 1` MIN. 6063-T6 6063-T6 "' Miwlq' dcPdrawing no. 32• 108.9 NT13 0 014' :J: 36' 60.0 CONCRETE AT HEAD, SILL OR JAMBS PD 3000 PSI MIN. v [W98-100 C-90 HOLLOW/FILLED BLOCK AT JAMES Pm - 2000 PSI MIN. - sheet 7 of 7 MIAMI•DADE MIAMI-DADE COUNTY 0.11 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 OA www.miamidade.eov/economy CGI Windows&Doors 10100 NW 25`b Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series Clipped,Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled"Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al-Farooq Corporation, signed, scaled by Javad Alunad,;P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise 0000 noted herein: 0 0*0 0 0 0 0 0 0 RENEWAL of this NOA shall be considered after a renewal application has bei filed and there has been rio change in the applicable building code negatively affecting the performance 6f"8 product?%•0 ••••:• TERMINATION of this NOA will occur after the expiration date or if-there h�*Gecn a revision or cha$ge..� in the materials,use, and/or manufacture of the product or process. Misuse ofttip vo as;�reaelorsem*0000 of any product, for sales, advertising or any other purposes shall automaticallX t""Jiate this.XQA. Faiwt••• to comply with any section of this NOA shall be cause for termination and remoualt^0A.'0 0 0 0 0 0 0 0 0 ADVERTISEMENT: The NOA number preceded by the words Miami,ldd;County, Florida, and•' followed by the expiration date may be displayed in advertising literature. if any portiodAf.ft NOA•rS•• displayed,then it shall be done in its entirety. '0 0 0 0 600 :0000 INSPECTION: A copy of this entire NOA shall be provided to the user by the maRuf*tdrer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-1220.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0420.08 MIAMI-DADE COUNTY Expiration Date: March 28,2018 Approval Date:August 13.2015 816115} Pagel CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series"Mullion Elevations and Details",sheets 1, 2, 3, 4,4.1 and 5 of 5, dated 11/25/95,with revision G dated 07/27/15,prepared by Al- Farooq Corporation, signed,sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8"aluminum tube mullion,prepared by Hurricane Testing Lab,Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1)Large Missile Impact Test,Loading per SFBC,PA 201-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Test Laboratory,Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94 along with marked-up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane FAgipeering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96j.signed'an4.?ealed.by.;. Hector M. Medina,P.E. •• ,••, • (Submitted under NOA No. 95-0929.39) ...... .... ...... C. CALCULATIONS .... . ..... 1. Anchor verification calculations and structural analysis, cor4plykg with ABC-5" ..:..' Edition (2014), dated 04/13/15 and 07/25/15,prepared by Ail-Farooq Corporation, ••••;• signed and sealed by Javad Ahmad,P.E. . . . . ...... 2. Glazing complies with ASTM E1300-09 ;••••• . . . . ...... Manuel P ,P.E. Product Controlxa iner NOA No.1 - 420.08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory,Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham,P.E. (Submitter!under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test.Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering &Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15,issued to CGI Windows&Doors for their Series"Clipped"Aluminum Tube Mullion---L.M.I., approved on 02/28/11 APd expiring on 03/28/18. ' . . .... ...... ...... .... ...... .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... •• . • •.• . . Manue er , E. Product Control Ean ner NOA No.15- 20.08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-2 . . ... . . . ... .. .. . . . .. .. . �IA00-{�• IL• )N .250-� ��V �- . . .. 9 .,25 . . . . . .. .FJz .125 Q '!C 2 OR 2.00 . . 3' a • !•• TYPICAL x.000 p ie GLAZING PRODUCT �10 .,L,� •• • • •• •• 1.000 Ix= .332 IN\4 ,b`�Gp• 33 Sx = .332 W\3 4: •s •• • • • • • - A V Q rl CLIP ANGLE • • • •• • Nz 6063-T6 • h„ • • • • • • V y Q 1X2 MULLION k •e • • • • • •• Q ONE 6063-T6 2.000--y�.125 6.000 V �LOOD��.125 I 2.000 3.000 -4,000 4 3' 3' O 2.000 .125 ,N�• 3.000 .�5 4.000 'W' DIMENSION MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS %d MULLION 'W" -IN. HORIZONTAL OR VERTICAL ¢ L j 2 1'688 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING D to 3" 2.688 G) a" 3.608 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. O Li L6 5.680 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED N O La Ix= .9502 114\4 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. F ,� n$ Sx- .6335 IN\3 Ix =2.9762 IN\4 ¢ Sx a 1.4881 IN\3 .735 0 N M RECTANGULAR ALUMINUM TUBE MULLIONS Z Z 3 1X3 MULLION z 6063-T6 2X4 MULLION USING MULLION PROPERTIES ONLY o 3 0= 6063-T6 NOTES: 1.875 125 THIS PRODUCT RAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE U �2A00� 325 REQUIREMENTS OF THE FLORIOA BUILDING CODE INCLUDING HIGH VELOCITY 0 .� HURRICANE ZONE(HVH2). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE:WIND LOAD.WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 44100 WOOD BUCKS BY OTHERS,MIST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. - S R I�125 MULLION CLIP FOR 1 BY TUBES ANCHORS 94ALL BE AS LISTED,SPACED AS MOWN ON DETAILS.EMBEDMENT C 2 R CGI-383 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO.TILE ETC.). - u 6063-T6 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS m e ARE NOT PART OF THIS APPROVAL '125 6.000 A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. 1.700 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT io CONE INTO CONTACTFTHE WITH OTHER .CODE.DISSIMILAR MATERIALS SHALL MEET THE •Sn F « 4.000 .125 REQUREMENTS OF 7HE FLORIDA BLDG.CODE e0-i F_ INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. h1 P-000 .125 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 LFOR PARIICUTAR OPENING. VISED STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING 0�qVx conqAyMN;F1aWs , G ABOVE LOAD REQUIREMENTS. CIVIL PE, 70592 Building Code Liu] L STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT 4JU2'015 Aeceplentt No APPROVAL ��n Die Ix 2.0374 IN\4 4m0 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH OkVSx= 7.0787 H\3 Ix=8.2757 IN\4 STEP } DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED By, Product Sx = 2.7586 IN\3 IN STEP 1 ABOVE. drawing no. MULLION CLIP FOR 20Y TUBES USING ANCHOR TYPES ON SHEETS 4 a 5,AND ANCHOR M95-1341 1X4 MULLION 2X6 MULLION STEP 5 ON SHEET 3,SELECT ANCHOR TYPE WITH DESIGN RATING CGI-395 MABOVE. 6063-TB 6063-T6 6063-TB ORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 A9hee1 01 5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . m MULLION LOAD CHART m MULLION LOAD CHART MULLION LOAD CHART (� � 1'x2'xl/B" ALUM. TUBE .�. 1.3x1/8 ALAN. TUBE 1a4x1/B ALUM. TUBE �� ,n NO STEEL CGIIX2 NO STEEL CGI X3 NO STEEL CGI1X4 MULUG L 5 a • • — M •• ••• NUWONzw o m ® m • • • • F K PRODUCT 3w 3 Br 1 O dS /6' HUL SF NN mm m �D • • • • • 4 �m ym mm • • • • O a.a eP aPI g 6' • • aO� Ik m 'm g m •• • • • • 1 ARCHES RETAN su INSCRIBED CTs OPE O m �w gm Jo G FfOPoZONTAL MULLION tlU��jl LL 3 %'GAZING 4- /4'MUL SPkH, PRODUCT 3 O d S - w B- B' m m 41W m PRODUCT PRODUCT + Y C, Q i F cmi 1 0 UY w 4 MULLgN SPAN _I Z K 20 26 30 36 RI 46 60 66 60 66 75 76 B0 96 20 26 30 36 Rr 46 68 66 60 66 70 76 00 e6 20 25 30 36 RI TA 60 66 60 66 70 76 80 e6 I qK�jn o TRIBUTARY WIDTH-ZNpNE6 TRIBUTARY WIDTH - INCHES TRIBUTARY VIOTH - INCHES m N MULLION LOAD CHART m MULLION LOAD CHART 2x4x1/B ALAN. z TUBE 2.6x1/B ALUM. TUBE TYPICAL MULLION ARRANGEMENTS z S z NO STEEL CGI2X4 0- NO STEEL GGim 0 �p�o s6 m 74- /a' WIDTH (W) Wt +wz o=n 2 p C9 p�v O m m r yID S4 MI.s AN _ 63 m n nnn p s i` gg ss mai4� 3m 9m a M cn$� NOTE. q �m 74 1/4 �o MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED M d VERTICALLY OR HORIZONTALLY. o W mm (INTERPOLATION BETWEEN WIDTHS ALLOWED) � i4 1 de h Eng..JAVAD AHMAD PRODUCT REVISED 1 umi umi 7114 CM 70692 m cnmpIying.nm me Florida r B4 7578 Building Code ^ AcccyUncc No�S'04 2B gBIn 12 / P,x irmion Dale �� �i BY r pmj 32 11a l32MEL 281.015 Mi Dade PrOdOd drawing no. 20 26 30 36 4tl 46 60 66 60 66 70 76 of B6 20 26 3tl 36 Itl 46 60 66 60 66 70 76 80 86 MULLIONS M95-13A TRIBUTARY VIOTN-INCNES TRIBUTARY VIOTH - INCHES sMBat Of ., 111■\■��■■lam 11\1►\\111��!���■■■ � \►1\\Q�■■� 11\11\�\■■���■\� - � . 91911 monsoon NIN1111119111 \\\\\■■■■■■■■ ON INNAM■N1O1N1■■■■■■l ■■\11►11►11 M\gIN\■■■■■g■ ■\\\1!131`1■1 \I■H\going■■ ■■1\\!■1\11 3544 11■■■■ 1111\!21mu2011■11� ■■■NG1011►mosionlooll■n 1012112ml 93 Malcolm ■■■■SRS11\111■\1■.■ ; 111■2111■1 ■ ■■■■\! ■`►■►\■ ■\tti11S■■N ■■■■■■►l■■■\■ NEIR111151_ . ■ 111116:■:■■■■ INS11111 NI\NN:_ 0111111211SIN ■■�����■�■��._ M=1■■11:1,■ ■■■\51111■■■1 R=11lg1■ll: 1\■■■■■■L wool■■■■L 11■■���■■L \111\■\■■■L: = � �■■■■■■■■ WINKI1■■1■■11 \■■■■■■■■■■■■ 11\\1■\1■■■■■■ ' ►1\11■\\■■■■■■■■ 199311■■11■1■ 1\11\1\\■►11111■■ . . ■■■■■■■■ 1\� \� ■■■■■■■ 0110111110111 \►\\A\\I\S■■■■ r , �� i■■■■■■ N11,5411111110 Op,p sloololl■■ ANINNIN \�l��.s■►\■■ INCIZA■sign■■ \\\\\1IN s■■� — \ �1■■■s■g •1!111411■1■ 23321111 logo 1111311\■IO_ 11■■■ n 11 a ggsgsg,s 1 111■►■!■1■■ ■■nlgsnggsgn •i I • wiLitoi.,111110 111111111 P., ,fir •. 1 1 1 . 1 • 1 1.• . 111 •- •11 - 11 1 .:w .1 •• 1 • 1 • .. •mow'/;,,. 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 4/4"f ULTRACON •°a NBTCH VOOD BUCK 1/I'LL • • • •f wTRACON .TO ACCOMODATE / • • • ,} • • ANGLE CLIP..ANGLE TO NASBNRY 2 x 2 x 1/8• 9... • • • �X UX�/r�' • �.• ALUM ANGLE 'O • • •• µG • ,�. • fgy� / 14 S.M.S. • • ' S.M.S. • • • - • 2 ALUM ANGLE a n 2/ANGLE • • 2/ANGLE •• y - - °' 14 S.M.S. • • 3/ANGLE a C___ • • :•. 2/ANGLE • • • • • • ----17-7-7. -- t 0 •• • • • • • MULLION MULLION -_•-_ Q y��' • 4_ MUUlON •CONCRETE OR Z OLE NASONRY BLOCKS O 19Y OR 2BY WOOD BOCK 1 fTY BUCK OR 2BY 'q MULLIDN °- MULLION 19 2x 2x 1/8" 2x2x 1/8' J 2 5%8"Wtxi 2-s�%8'Lµ0 C MULLION 2 AXLUMXANCLE .' .a 3-5/8'LONG In 0 1 I •. - O` X I ---,------- �ij G 1 I Y I 4 z W Igz O gii ;� I _ I I y • Z Z Z ---1---- -- ----`---- -- 'a I 4 2 ?1.Oo- I 1.500 1.500 U MAX. MAX. I 0 2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2"TUBE MULL 1500 ' .'q• MAX. 2 SCREWS PER SIDE REQUIRED FOR 3'TUBE MULLIONS o •6 CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2"TUBE MULL tg 8 I MULLION I m I 3 SCREWS PER SIDE REQUIRED FOR Q m 4" & 6'TUBE MULLIONS a; 2 X 2 X 1/8' ALUM ANGLE 11 14 o o ry g r ----------- 2� O 2/ANGGLEIZ y 2.000 1 `0 WXo I MIN. l i NOTCH ANGLES TO c 1 I 1 MISS MARBLE SRL OR TRIM g I I I I Enr.'1'WAR AHtAAD FRODUC!REVISED t n PE/ 0592 CIVIL as coml lying with the Florida t `\ �C N.3538Boilding Code lS'04?d:C }}= AoceptwimNo ��/ S 8 • a _ Expbstion Dak A.v� ° eprodlut dlOwing no. PRECAST CONC.' ' a I UL 2820" M95-73A 1/4'DIA ULTRACON 1/ANGLE � sheet 4 of 5 . ... . . . ••. .. .. . . . .. .. . . . . . . . . . . . . 3/4'r ULTRACON • • • • 0•• 1/ANGLE • • • •• • • • a 0/4'O ULTRACON NOTCH'WOOD BUCK 9... ; ••:-SON CQP • �/•ANGLE .TO ACCOMODATE Q m o MULLION CLIP IAO , CLIP,AN0.E TO MASONRY • •• ••• • �, MULLION CLP a :.. r10 -----I L-- e - _ - •tl LTRACON--- S'-_----- N.EMBEO S2 a •• • • • • z/ANGLE nMUL—UON MU.W.N �ZO7 MULLION CONCRETE ORNASONRY BLOCKS 19Y OR 1000 R� BYMUILON 4' MULLIONK a Q h MUUION O • 4 , ----rr---- " C 1- ,tett I I ----rT----- I 1 1 W LL I • 1 1 r ----r�----- z II 11 II 0 ^v�N o p J 4 1 1 Q 11'1 M 11 1 1 z I I pNM � I I I I I I Z Z Z� II II It 8i b S I s zi 30_ I 1 II , II O I I ' 1 I 1 I 0 0 C[ I 1 C u MULLION I n I O � I t I 1 I 1 I I I I C O r I 1 0 0 H 0 NOTCH CLIPS TO MISS MARBLE SILL SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO OR TRIM 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS Eugr:JAVAD AHLIAD PRODUCT REVISED ' _c CMS m complying with On Florida I FLA.PE 170592 Building Code ee° (.AN.5578 Acceptance No�S DQ� 1; :.ir.'i?.'.?:r: �� .. Blrnbn Date :::.r:....a.... , • By °PRECAST CONC• .4 �' I ' Mi..' Product Coo dravnng no. 8 1/4'DIA.ULTRACON SILL e _ I/ANGLE EMBED M95-13A JU 2 6 20 sheet 4,101 g • • ••• • • i ••• •. •• •. •• V.V • • • • • ••• • • • • • • • • • • •• 0 1 • •• ••i • ••• • G i O ACCESS HOLE O:a • • • • • • • •00 • 114 X 1/2'S.M.S. I` WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. • ••• • • • • •• • SEE CHART FOR QLIANT111ES 09 TUBE MU110N V c ~ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i • • • • •• • • AND TRANSFER THEM TO THE BUILDING STRUCTURE •• • • • • • ••• •+ -------___-- ------- - -- 04 a- ANCHOR NO.OF 2 ;O SCREWS 47 TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1,/4" DIA. ULTRACON BY 'ELCO' (FO YP =177 KSI,Fy=155 KSI) TE C 4 6 lw _- __ -- Q -------------- all INTO 2BY WOOD BUCKS OR WOOD STRUCTURES F- —T 1-1/2' MIN. PENETRATION INTO WOOD t - 1 O THRU 1 BY BUCKS INTO CONCRETE THIS SCREW CAN BE i t /14 X 3/4 FH SMS ;ow 1-1/4" MIN. EMBED INTO CONCRETE ALLED N EITHER 1 1 PER CUP AT 1X2 R 1X3 MULLION TYPE 'B'-114' DIA. ULTRACON BY 'ELCO' (Fu.177 x56 Fy=155 KSI) DIRECIION �• i 2 PER CUP AT LARGER MULLIONS n DIRECTLY INTO CONCRETE i o I 1-1/2' MIN. EMBED INTO CONCRETE t I MULLION Z 1/8'THICK ALUM CHANNEL t 1BY OR 2BY TUBES < O TYPE 'BH'- 1/4" DIA_ ULTRACON BY 'ELCO' (Fu=177 K56 Fy=155 KSI) LENGTH TO FR SNUG t t8 w INTO MU.UOE! I t DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY "7 1-1/4" MIN. EMBED INTO MASONRY ANCHORS DETAILJ1 z gz� TYPE 'BF'- 1/4" DIA. ULTRACON BY 'ELCO' (11u-177 KSI,FY-155 KSI) METAL TO METAL CONNECTION O �O DIRECTLY INTO FILLED BLOCKS o g 1-3/4' MIN. EMBED INTO MASONRY U O THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY m TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. ' INTO WOOD STRUCTURE = 1" MIN. 4 S R INTO METAL STRUCTURE = 1/2" MIN. J $n WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. a,c CONCRETE AT HEAD, SILL OR JAMBS Po = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. �oA«�n 9v �cw H Engr.,NVAD AHW10 PRODUCT REVISED o FU.Cf as complying with the Fimida 1 C.4`N.353870592 Building Code No IrJ•OA20.0$ ` Acccpuoce P.1cWretkn Date�,201$ / By C/// M' IMdeProdua drowirg no. M95-13A jursheet 5 of 5 M IAM I•DIADE 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.miamidadegov/economy CGI Windows&Doors 10100 NW 251e Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisficlion. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Pipdugt'ContrpJ••• Section that this product or material fails to meet the requirements of the applicagleXulding code.. This product is approved as described herein, and has been designed to compl *v4tlrthe Floj4a$uildiag..:. Code,including the High Velocity Hurricane Zone. 00000* 0 0 0000.. DESCRIPTION: Series"Sentinel 110"Aluminum Single Hung Window—h *Jef• :•••:. ' ... APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel,•1,14 Alum..SJ-I. Wd60.;000.0.. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C datetJ-84/ 0/15, pwpa#ed by A"... Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Mtn?Pade County Product • Control Revision stamp with the Notice of Acceptance number and expiration dat8 by tog Mgmi-Dads•:- County Product Control Section. 0000 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0915.06 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0512.10 QMMAM1.QAfflEC=0 ` Expiration Date: September 22,2020 8 j 7 1 J Approval Date: August 06 2015 Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer(& insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C.Patei,'P E. ••• 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading pdr FBC Tk, .*102-94 • 2)Large Missile Impact Test per FBC,TAS-291.94 ....;. 3)Cyclic Wind Pressure Loading per FBC,'PA-203-94 along with marked-up drawings and installation diagram of aVelfes 7400Ayaproject • out window,to qualify DuPont`Butacite"PVB interlayer,I2grjsealand Super® . i .. S acer@ insulating glass spacer,prepared b Certified Test JAgghtories ;;t Re o ... .. No. CTLA-3056 WB,dated 03/03/15, signed and sealed by Apph C.Patel,P.E. .• 3. Test reports on: 1)Uniform Static Air Pressure Test,LoadiAg perfBC'ftt§;02-94••••% 2)Large Missile Impact Test per FBC,TAS 2(1P,84 ' ; •�; 3)Cyclic Wind Pressure Loading per FBC,TTS t03-94* ' along with marked-up drawings and installation diagram of a series 238 aluminum fined 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 NOA No.10-0510.11) Manuel P ,P.E. Product Contro E miner NOA No. -0512.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014),dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas© (Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. go** 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Aaaerjeg,Inc�f�vrth�eir ••••.. "Butacite®PVB Glass Interlayer"dated 04/25/15,expirinq*6n P2/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman CWp}lpc�l Company(MAT for their"Saflex CP—Saflex and Saflex HP Composite Glas&lnterlayers With ;•••• PET Core" dated 06/19/14, expiring on 12/11/18. 000000 "" ..... 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Ciw%al Company(MA):•• for their"Saflex Clear and Color Glass Interlayers"dated 067I9/14,eVifthg on ••••;• 05/21/16. • . . .000o F. STATEMENTS 00 0 0 :0000:000 1. Statement letter of conformance, complying with FBC-5"Edition(20%! %arof no financial interest, dated 08/26/14, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NDA 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. 7NVOU��a, Manuel PR- 12.10 .E. Product Controlner NOA No. Expiration Date: September 22,2020 Approval Date: August 06 2015 E-2 .. .. . . . .. .. . . . . . . . . . . . • w•• . . • n ... 53 1/8' 52 1/8 52 FLANGE WIDTH BUCK WIDTH BUC1/B' K WIDTH 01 47 47 7/16' ••• • a• 47 7/,6' ••• D.L.O. (FIX. (Fl%. LITE) FALSE MUNTINS 1!L O RIX.dLITE) •• • FALSE MUNONS ( LITE)) Q F z (I�Oa APPLIED) • • • • • • • • • •• (SURFACE APPLIED) Z 20 9/16 • • • • 20,*6/1:- • •OPTIONAL0 9/18' ** 50/2i MA%. • OX.• ** • • 5 1/2'MAX,MA% MAX. a 6'MAX. MAX. � HEAD/SRL HEAD/SILL H /SI Al �f�ADAILL •• i HEAD/SILL � HEAD/SILL 0 0 � 0 r(SuI U CORNERS 4 CORNERS 6 CORNERS 7 d w• w It 11 It •r• =hIaI • -- 0•, • • •i= It H CO a J D1o• 0 J Lk o 6 o- W x x jn x N= �� I`tYi nY O it li M n m II n oIn _ _ r___ _ N n of J m II II d Cy II 11 o F- Iii C C1 II II io 41 I io 6 it II 7 ii i� 3 8 W K IJL fH n g �;tN o m w m FALSE MUNONS m N n 47 7/16' 47 7/16' ivy (SURFACE APPLIED) 47 7/18' NM o O M D.L.O. (VENT) 1O v D.L.O. (VENT) OPTIONAL D.L.O.(VENT) - 8 = p 3 r 50 1/4' n 1/4' m w z 50 50 1/4' z 3 O VENT WIDTH VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME w 15 TYPICAL ELEVATION 0 SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER A A CHARTS SHOWN ON SHEET 2. ** `qBR= APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN _ It OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY SPACING EXCEEDS 20 916" w APPROVED WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS • s IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS o• s$E THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS >`0C.m u REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT HURRICANE ZONE (HVHZ). SMALL MISSILE IMPACT _ WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Enar.JAVAD AHIMD n CML PRODUCT REVISED 4 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS FlA. /7OW2 n complying wllh(he Fkft 9 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C.A. 3536 AmldmgCode 3 eeN�/S-052o.o ¢ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE imtien Date Mot g � $ NOT PART OF THIS APPROVAL Jl1L 2015 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. D Browing no. Mlal Dade roducL MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT NOT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of g . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . EQUAL L17BS WINDOWS • • •• • • • • ••• UNEQUAL UTES WINDOWS u c5 DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP FLANGE DIMS. BUCK DIY&. ICIASS TYPES'A'k'AI'GLASS TYPES 14*131' FIANCE DIPS. DUCK DtY3. MA%.TOP UTE CLASS TYPES'A•k'AI'CLASS TYPES'B'k'61' 0 p WIDTH NENpiT wIDM NDCHf EXf.(+) INr.(-) FM.(+) INE(-) ymm HUGHT WDM HEIGHT 'A'DIM. EM.(+) INT.(-) tXr.(+) 1M.(-) •t m • • • ••• 53-1/a" 76' 52-1/6' 75' 36-1/4• 75.0 75.0 80.0 65.0 t• _ la-1/9' 16-1/e' 7s.o 75.0 •a0.� 65A • • • •• • • 26-1/2' 25-1/2• 75.0 75AP •80.9 BM • • • • • •• 49' 79' 4a' 70" 39-1/C 75.0 mo 80.0 95.0 r.W • i 17' 26' 38' 25' 75A 75. 80.0 Bao • • • • • 26-1/2' 25-1/2' 70-5/8' 75.0 75.0 80.0 55.0 f PI 49' 48• 75A 75.0 901• 85.0 •• ••• 000 ••• 31' 39• 53-3/8• 75.0 75A 80.0 85.0 ` p n O 53-1/8' 52-1/B' 75.0 75.0 90.0 85.0 33 S5• 3r 84' BO' MO 75.0 804 85.0 7 V 19-1/0' la-1/8' 73.0 75,0 80.0 85.0 37• 36• 53-1/2' 7a0 7s.0 BOA 55.0 26-1/2' 25-1/2' 75.0 75.0 00.0 85.0 43' 42• 45-1/4' 75.0 75.0 80.0 53.0 a 37' 30-3/a 36' 37-3/6' 75.0 75.0 O • :0. • ••• •• 5 v G er7 • s o 42 49' 48' 75.0 75,0 19.0 o • • • •• • w Y 53-1/8' 52-1/8• 75.0 MO a* 8810 • •• • • WIDTH O U 0•<C 19-1/8' 75.0 75,0 ago • • • • • m 0 N rt 25-1/2 T5-1/2• 75.0 75.0 80.0 854 • • • ••• •• �pj g Gg � 3T 50-b/8' 36' 49-5/e• 73.0 75.0 90.0 55.0 z 49• -0 75.0 80.0 85.0 1 53-1/8' 52-1/8• 75.0 75.o a0.0 854 fElm ie 5 19-1/8 18-1/e' 75.0 75.0 90.0 65.0 ; Q � o 26-1/2• 25-1/2' 75.0 75.0 80.0 85.0 0 37' 63' 78' 62' 75.0 75.0 00.0 95,0 = -4 - .0 49• 45 75,0 75.0 MA 85.0 Vi 53-1/8' S2-1/e' 75.0 75.0 90.0 85.0 \ 1 M 19-1/8• 19-1/8• 75.0 75.0 80.0 85.0 ; » 28-1/2• 25-1/2• 75.0 75.0 8a0 no v N 37, 78• 36' 75' 75.0 75.0 80.0 85.0 UNEQUAL LRES (ORIEL NEE) 49' 46' 75A 75.0 80.0 95.0 3 U w 53-1/6' 52-1/8• 75.0 Iso 50.0 95.0 = 19-1/6• 19-1/8• 75.0 1 75.0 80.0 85.0 N 28-1/2' 25-1/2' o 54 ea0 85.075.0 75,D 80.2 N sss no e8s5..o0 A'TWBUCK DIMS A-TYP. O N W) 48- 45-1/2• 75.0 75. rl 03 ZZ� Z WIDTH FLANGE FRAME U FLANGE DIMS F, N BUCK DIMS i 0 <o n FOUAL LEG FRAME 4 n�Y BUCK DIMS EQUAL LITES '2� i "'0883 L < o U FIN FRAME BUCK DIMS En9r..MVAD AHMAD PRODUCT REVISED CML M. E[70592 Bl ldingying wish the F'loTfdk 7 0 C 578 DMiiding Oode � A=Pt.ce No l7-05)4 10 c ' NOTE: imtion Date ZD$G GLASS CAPACITIES ON THIS SHEET ARE By BASED ON ASTM E1300-09 (3 SEC. GUSTS) ANP ADAPTOR F ALA M11m pr NP�a( Browing no. AND FLORIDA BUILDING COMMISSION I FIANCE DWS I W10-03 DECLARATORY STATEMENT OCA05-DEC-219 sheet 2 of g . . ... . . . .•• .. .. . . . .. .. . . . . . . . . . . . . • •.• . . . • ••• noz, 21 1/8'ANN. G1A55 1/8"HEAT STREN'D GLASS075'Interloyer 075'Interlw^r Soflex CP-h PET Core Sanex CP With PET Core By'Eastman bromicolCO.' • • ••• OAR'Eastman Chemical Co.' OR • • • • •• • • •• • 090'Interla r all Intew9An• • • • • • • • • •• Saflex Clear And Color Glass ByRex Cleor•MbCalol CO. a • • • • • Eastman Chemical Co: a Fry'EastmoA ChhnicDR 0 C•.' • • • • • •0 000 0 O U 090'Interloyer 090'Interloyer Kuroroy SentryGlas Kwaroy SentryGlas d y By'Kuroroy America,Inc: OR By'Kuroroy America,Inc.'OR 1C p LL .090'Interloyer 090'Interlayer 0 C Kworay Butocite^4 0 • • •• ••• •• Kuroroy Butacite PVB By'Kuroroy Amarir, In • • • • • • • By 'Kuroroy Americo, Inc. (ev�1 .. . . . . .. • a0 Wtq • •• . . . .. . .• 0 aQ w 1/8'ANN. y • • • • • • 1• 1/8"HEAT STREN'D GLASS p dI h O •- • • • • ••• • E a0IZ m m Z SILICONE SILICONE4L ;LL yyylll GE 1200 M1 GE 1200 II.Z M7 _ N DOW CORNING 899 Nis DOW CORNING 899 ,J DOW CORNING 995 DOW CORNING 995 Q b i O 0 g A FY... Es ai E8 \ m 5r AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES M LL++if Me WIDER THAN 36' LLI++iltt WIDER THAN 36' , 'n v � n GLASS TYPE 'A' GIASS TYPE 'H' 3 O wtLLI 5/18'OVERALL LAM.GLASS 5/18'OVERALL LAM.GLASS p W (L.M.I & S,M.L) _ N �r 1/8'ANN. CLASS 1/8'HEAT STREN'D CLASS 431 NM m 075'Interloyer 075"Interlayer G 3 M a Soflex CP With PET Core Soflex CP 1YAh PET Core Z Z i n BY 'Eastman Chemical Co.' By'Eastman Chemical Co.' Gj OR z 3p_3 090'Interloyer 090"werloyer Saflex Clear And Color Close SaBex Clear AM Color Close V o By 'Eastman Chemical Co.' By'Eastman Chemical Co.' y OR OR Tw�pp 1/4'AIR SPACE D9O'Interbyer 1/4'AIR SPACE 090"Interlayer p Kuroroy SentryGlos Kuraroy SentryGlas By'Kuroroy America,Inc.'OR By'Kumray Americo, Inc.'OR O 1/8'ANN. GLASS 090'Interlayer 090"Interlayer Kuroroy Butocite PVB 1/8"HEAT STREN'D GLASS Kuroroy Butacite PVB 1d g By'Kurway America,Inc: By'Kuroroy America, Inc.' c Y 4 a�e 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS u i S v SILICONE SILICONE GE 1200 Z GE 1200 DOW CORNING 899 DOW CORNING 899 0 M1 DOW CORNING 995 0 M1 DOW CORNING 995 ofa P-1 O p $o KL EDGE SPACER %L EDGE SPACER 5 8 S<m u i5 ST.STEEL BY'CARDINAL' ST. STEEL BY'CARDINAL' OR OR a DURASEAL BY'OUAtIIX' a DURASFAL BY'QUANEX' 0 OR O OR o E9 SUPER SPACER BY'QUANIX' ' E9 SUPER SPACER BY'OUANIX' Engr:,MVAD AF9A1D PRODUCT REVISED r l W M4 AT 1/4 PoBJ/S ALL SIZES M4 AT 1/4 POINTS ALL SIZES R- �j 7(1592 ��ld�lgy'"e""""'1CP d' g C. 35J8 Code Acceptance Noi's-104112.10 GLASS TYPE 'Al' GLASS TYPE 'Bl' ralionDale /j1l�jD ' $ i 0.70'OVERALL INSUL.IAM.GLASS (L.M.1 ONLY) 0.70"OVERALL PISUL. LAM.GLASS B7' J 3 0 2015 D,ae of drawing no. (S.M.1.) W10-03 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • EXTERIOR fM.Y OF GLASS TYPE'Al'&'Bt' MUST BE TEMPERED. sheet 3 of 9 .. .. . . . .. .. . . . . . . . . . . . Typic! DS••• ••• FLANGE & FLANGE ADAPTOR FRAME YI.V tBY FOR SPACKIG METAL 0 WOOD BUCK STRUCTURE a. I .. -'.• .•• • • • 'IAN a e 'EOGBlDISR-• •• • • •• lALLVCHORS 2 is U r----------------------- Z4 i Q z d..'- a. �• c. P NG jl MWII-RADE COUNTY APPROVED li �•� � � • - + h• • • g E I MULl10N h MULLION ANCHORS I I N • •' • \ • • EOGE DIS\••� ••• ; Ixn I,SEE SEPARATE NOA ,� g g 0 • •• ••• 1• O N DO. I dS II 11 �p IEDGE DIST. II d —�r ---- ----------Ea • • • • • • O .. • iC p M2 • • • • • • • • • �^ TYPICAI.ANCHORS TYPICAL ANCHORS 0 4 m& •• • • • • • • • •• SEE ELEV. FOR SPACING OR SPACING I u GGGZfff O I M9 2 3/0"MIN. 0 � WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. g i SWEEP LOCK 2 a/g"MM. TYPICAL ANCHORS: SEE ELEV. FOR SPACING N 1 EGRESS LOCK ,1/4' DUI TAPCON BY 'fTV/ (Fu-120 KSI. Fy"92 KSI) 3 0: — AT SILL 1/4" DIA. ULTRA!_=0N BY TELCO' (Fu-177 KSI, Fy=155 KSI 3 O w INTO 26Y WOOD BUCKS OR WOOD STRUCTURES = i 4 1-1/2" MIN. PENETRATION INTO WOOD 4=N a THRU 1BY BUCKS INTO CONC. OR MASONRY 3 N n E4 WHEN USED THE MIN. WOOD BUCK 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY 0 p M n a DEPTH SHALL BE W. THE USE OF DIRECTLY INTO CONC. OR MASONRY Z z� i DEEPER OR BEVELED WOODBUCKS IS d r 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY z 3 0= PERMITTED. E 0 .. •#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) rn V2:2 0- INTO METAL STRUCTURES i3 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) = ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) O � ` (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PLANTED) c o t #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) of �r= INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0907 21 o (NO SHIM SPACE) 54 ' t TYPICAL EDGE DISTANCE • §4 i 2 INTO CONCRETE AND MASONRY = 2' MIN. t INTO WOOD STRUCTURE = 1" MIN. o o E5 INTO METAL STRUCTURE - 3/4" MIN. m o'S N9 S 'BSE WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. E < m O 2 I t CONCRETE AT HEAD. SILL OR JAMBS f'e = 3000 PSI MIN. m C C-90 HOLLOW/FILLED BLOCK AT JAMBS f' - 2000 PSI MIN. 2 I < _ EW:JAVAD AHW PRODUCT REVISED e, - CML as complying wdA the Flurids T ,e ,. . • .8.I • FIA.PN I 70592 DnuoiceldpinllignoCnceoDNdae ole -0512 10TJ353 ANCHORSTYPICAIL EDGE q51r. SEE ELEV. M2 Pwd- II b k drawing no. I TYPICAL ANCHORS r\-FOR SPACING 0 2011 ' SEE ELEV. � W10-03 WOOD BUCK FOR SPCC sheet 4 of J .. .. . . . .. .. . • •'. . . • •.• FLANGE & FLANGE ADAPTOR FRAME V.V 1/4-MAX. A� o 1/1'MAX. BUCK WIDTH EY I SNIM SHIMS O • s • s • • Z � O • • • • •• • • •• • 1 TYPICAL ANCHORS 0 �d TYPICAL ANCHORS • 5g 53 SEE ELEV. SEE ELEV. 1 2 • • •• • • • • • FOR SPACING FOR SPACING i • • ••• ••• ••• ••• .• M9 v. G N U FLANGE ADAPTOR FRAME _ Igo •• • • • ... .. 0 °r � MErAL 41 1/4' 14 STRUCTURE iS • 00 so .W 1NY O Z N EXTERIOR WOOD BUCKS i __= Q a 1 D.L.OPG. o' E1 i O O a _ N o 1/4-MAX. BUCK WIDTH 1/4' W I p SHIMS SHINS E4 TYPICAL ANCHORSO W i 3 0 W SEE ELEV. TYPICAL ANCHORS O Of SEE ELEV. i x H FOR SPACING �v � FOR SPACING i tri �to Fcl o to .a 70D Z_Z00 3 O_OSTRUCTU O p g Fk_71 W W 1BY WOOD BUCKS T g � O MIAMI-DADE COUNTY °APPROVED MULLION tj R EHMU�WOON QRS 1/2-TYP. E a 1 BUCK WIDTH BUCK WIDTH O •0 i B INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND _-= FLANGE ADAPTOR FRAMES. • c ooh. I I o .. .. R _ .ter..-.. . EN,:JAVAD AHMAD PRODUCT REVISED �a I I CIVIL as complyin.•ith lie Florid. 4 SV I I FIA PE/70592 Building Code o C.AN 3538 Acceptonro No�J�''� E7• n g a I I 5 E3 iralion i D .. .. 3 i L __J By uet Browing no. 1714 K,-R.SMS. •J 2015 W10-03 sheet 5 of g .. .. % .. . . . . . . . . . . SE' WCHO ••• �'STTRUULCTURE • ••• EQUAL LEG FRAME iffy FOR SPACING W000 BUCK _:p I TYPICAL ANCHORS fr___________ -1 p . e�. • • w • • �L ELEV. p 11 MWII-DARE COUNTY APPROVED I I ^e. n r .^ • iEDG • • • •• •FOR SPACING p EDGE 1 MULLKN do MULLpN ANCHORS I . e..' .a. e. •••_ •.-. _ • • CtT • •• g s 1 I SEE SEPARATE NOA . ...:.. . • • • \w • • ; m I 0 00 goo 0 I EDGE DIST. I1 h w O I U Y- Al N3 EI O ES I --- • • • • • • • • • ••• • • • • • \ NPICAL ANCHORS TYPIGIL ANCHORS • • • • • •• • • SEE ELEV. SEE 0.EV. 9 6< M2 • • • • • • • • • FOR SPACING FOR SPACING .�n- 6 SS TYPICAL ANCHORS _ _ MIAMI-DARE COUNTY g�! SSEE PACING APPROVED MULLION Z yj NgFOR EV k MULLION ANCHORS t N o 1/4'MAX. BUCK WIDTH BUCK WIDTH SEE SEPARATE BUCK WIDTH a w�F SHIMS -4 O D1 SWEEP LOCK 1 1/4'� 1 I 3 N 1 OPTIONAL TO (A _ t... N EB EGRESS LOCK LL o O 1.1 i I 3 O W I O WF 711, M 0 .Mn W tYS z 3 $ /14 X1'FH.SMS. i 3��g O . W to 0-m i k w fa 7`a ¢ EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY O z it i INTO WOOD, CONCRETE OR METAL STRUCTURES 'I WITHOUT THE NEED OF A WOOD BUCK. 1 3 i o V R n 2 33/8'MIN. K 54 FAM1 I g 1 1 E6 c�_`\�� -_e •! .+ • <I \yr m.i d_ i 2 3/_ 8-MIN. - e .'8 TY ANCHORS Q MB �- I - .. . o.. . E ELEV. FOR SPACING m� c C1 TIn E2 Engr.JAVAD AHMAD PRODUCT REVISED o a CML a+ooloplying with the Florida t \ ----- FIA f 70592 Duaaiascodc f410 �S WHEN USED THE MIN. WOOD BUCK ACOM"jCMO 3 DEPTH SHALL BE W. THE USE OF tntm DM< S N'• DEEPER OR BEVELED WOODBUCKS IS er TAM ANCHORS - PERMITTED. Mita,i PIoA1LK drawing no. SEE EIEV. IBy FOR SPACING L 2015 W10-03 WOOD BUCK sheat 6 of 9 .. .. . . . .. .. . . . . . . . . . . . TYPICAL CHOP ••• FIN FRAME �V.V SEE ELEV ILLUSTRATIVE DTLS.ONLY DPT.OR INT.FINISHES 1 FOR o NOT BY CGIZ Z, • • • • •• • 3 O J 1 t/2' N • • • • • • • • • •• •• 0 Q HOUSE WRAP - • TYMLL At"ORE: SEE ElEM WOR:PACING ANY 6 ttVVII NOT EIY CGI J8 SMS (GRADE 2 CRS) C. AZI4TQ 741Y JV00DW BUCKS OR WOOD STRUCTURES O 81— Et--- BACKSED 01;-1/2r< MIN.RENETRTTTQM IM•Wl V p .vi ... . . . . .. 28 M CAULKING . . . . . .. M2 • • • • • • • • • 0 <a( •• • • • • • ••• •• C 3 LL b LL ZNsg a M9 .1 t7 L' J O � I a I `� IT SWEEP LOCK ; h 1 OPTIONAL TO v Cn EGRESS LOCK '^ EB AT SRL o O 3 OLi . WOOD STRUCTURE 5/4'W. BUCK HEIGHT 1/4'MAX. = 0 NOT BY CCI GAP GAP to © ES QE4 1/2'PIN. 1/2-l c (!1 N 0 03M rn Wz 2i E+ I m z 30 W N 1 CAULKING= C N Nc---------- O SSS _ 1 0 W�5 C2 i t 9gi��o 54 = HOUSE WRAP E6 NOT BY CGI •^S c i ES ED EXTERIOR o q N88 - ML OPG. 2 1 BACKSED —' CAULKING E2 Ergr:JAVAD AHMAD PRODUCT REVISED n CML m complying with the Florida Y EIA.PE P 70592 Wilding Code HOUSE WRAP 4C�A. AAc�«Ptt/anceHnNOT BY CCI11/2' gy / 10 11I TYPICAL ANCHORS r1 W10-03 SEE ELEV. FOR SPACING sheet ] of 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . [El PART/ QUANTITY DESCRIPTION ••• MATERIAL MANF./SUPPLER/REMARKS lA V V A!1� o CGI-100 1 FRAME FHFi1D 6063-TB - �Y 1 CGI-101 1 FRAME SILL 6063-TO - o (at--I&2 • • E JAM • *00 6053-T6 - - 3 • • • 1 • M10"RAIL4 •• 6053-T6 - Z „ 061-1124 • 1 L RAS • • 6063-TB - I�u • CG-105• 1060 •ANDLE RA&*• • 6063-T6 CGI-106 2 SASH RAIL W83-T6 - a CGI-107 AS READ. 5/16'GLAZING BEAD 6063-T5 - p ic CGI-108• • 6S REQP. 0.700 INC EAD 6083-T5 - Q tI O CGI- AS TROD! • FOONINFIARMODAPTOR 8053-T6 CGI-1100 • 4S 6j:QD• • L CtPADOPTOP 6063-1`5 - O d Q E12 Cd- ? • • PUO[NFRAME HEN 8083-T6 - O W E13 CGI-136 2 E B 8083-T6 - .O E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 El? CGI-605 OPTIONAL SCREEN FRAME 8063-T5 - M1 CGI-382V AS READ. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PNC - 0 M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. F CGI-112 AS REOD. EQUAL LEG COVER/SHIM,3'LONG AT ANCHOR LOCATIONS PJC - 2/LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE ASUPER BOOST 2/WDW. SPIRAL BALANCE - BSI OR EQUIV.- 2/WDW. BLOCK/TACKL.E BALANCE - BSI OR EOUN. �W2320ING AS REOD. PILE WITH CENTER FN WOOL ULTRAFAB OR EQUN. 30 CGI-129 1/WDW. EGRESS LOCK ALUM. SULLIVAN 3 0 uj CGI-131 2/WOW. HANDLE RAIL END CAP NYLON M&M = C3 E26018M - D BULB-T SLOT PVC ULTRAFAB OR EQUIV.CC-133 4/WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M (n MH M16 I CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M p 0 N M 1 M17 A30730401-32 1/WDW. CAM LOCK ZINC TRUTH OR EOUN. A718 I CGI-132 2/RDW. SASH STOP, 2'LONG PVC PROTOTYPE OR EOUN. W Z Z 4 N M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE) NYLON M&M z 3 0 M21 - 2/RDW. B/T BALANCE TAKE OUT CLIP - BSI OR EOUN. N U p M22 146-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN w M23 CGI-134 - SILL SPACER PJC PROTOTYPE OR EOUN. N 52 - 2 OR 3/(%NLNER / 10% 1 1/4'LG.PHL.PH.SMS. ST ASSEMBLY SCREW - - 54 - 4/RDW. /8% 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW SS 2/RDW. /8% 1'lG. FH.SMS. ST/ST.SPIRAL B.ASSEMBLY Sg 2/LOCK 6% 1/2'LG.FHL SMS.OCCI-133 &CAM LOCK _ _ R �•j oafs asa a Egr.44VAD AHW PRODUCT REVISED H 1 CML .w.pl)ing with the Florid. iV FIA.PEUSA—pt- 0592 Building Cock c CAN. 538 N LM.iraIim I'10 118 C8 Dalegilk& � $BY h 5 �U 15 nm doPF0dUCt drawing no. W10-03 sheet 8 of 9 .. .. . . . .. .. . . . . . . . . . . . • • • ••• .00 2.505 IIIII�^�-2.50.5^-ILII f I .065 1 52 0 LiLu • •0 0• •• I Z • 3 1.745 811 .811 1.550 +,figs • • • • • • • • •• I F .745 065 -1 1.245.745 7P L • • • • ••• ••• • • Q gng TYP. I 050 •• I C O g U 1.0+5 F- 1.015 F- 1395 .'® Ex:: Ito E12 FLANGE FRAME HEAD et FLUSH FRAME HEAD et1 NAIL FIN ADAPTER • .• ••• 0 N • • 0 Qa 1.583 +-563 1.007 � . . • . . . , 0 .745 .063 065 I Z INS TYP. TYP. ..06P5 2.113 J O J 3.175 3.173 1368 1.015 Q 3.875 lug n I VENT TOP CORNER 1.429 7.429 N 1220--+ b 500 _ n 1.000 � 500 E4 MEETING RAILI I [ FRAME TOP CORNER O I 25(15 h -2503 i 220 3 a E14 FLANGE FRAME SILL Oo FLUSH FRAME SILL j H N o n 500 1.301 1.301 1.043 3 N M I 7.768 065 Z Z TYP. d 3 n 065 065 p TYP. tYR +.015 2.440 -7 2.440 I N U O L t.o15 I 1.015 E5 Lc LOCK RAIL FRAME BOTTOM CORNER L VENT BOTTOM CORNER 745 .745 2.195 2.846 2.346 t3 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB 2 yB 1.892 065 a o T490-j •120T�� 1.043 Typ, i u .705 050 TIP. •7j 050 TYP. uo :t a 1.015 I S2 c O50853 '864 E8 HAND RAIL `0 m o E8 5/16"GLAZING BEAD O .700"GLAZING BEAD c_ i 1.395-j E"�" �µ PRODUCT REVISED N Ilr O fV 1.449 .745 1.450 .180 IFLA. VOW- 2 ac complying wilh IAe Floid4mmpl.050 .060 1A23 .065-5065 ZOf5 W 10-03 u3 FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL E1D FLANGE ADAPTOR sheet 9 of 9 MIAMI-DADE MIAMI—DADE COUNTY,FLORIDA mo 11-111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)3t5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv CGI Windows&Doors 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120"Aluminum Horizontal Sliding Window-1,.M.I. •• • •• APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel ?20 Alum. Monis. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with redi%rC6?"E" daft4 4/10/164.•:• prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. 9..;beMing the Miami-Datlg County Product Control Revision stamp with the Notice of Acceptance number ani expiratro"dhe by the • . ..... Miami-Dade County Product Control Section. *60000 •+ . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •• •. .... .....• LIMITATIONS: Glass lites wider than 36-inch shall have two setting blocis lerce anti-Lift devises per •� FBC requirements. :•.... ...... LABELING: Each unit shall bear a permanent label with the manufacturer's+A;, or logo„city, stie,*•• series, and following statement: "Miami-Dade County Product Control Approved", unless othel4se 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. 14-0915.07 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0512.05 MIAMI•DADE COUNTY Expiration Date: September 22,2020 Approval Date: August 20,2015 8 f(L�!jr✓ Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510.12) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I. /S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision"E" dated 08/04/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont"Butacite" PVB interlayer, DurasealO and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 2, Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TA$.202-94 2) Large Missile Impact Test, per FBC,TA$20JI-24 *••••* ...... 3) Cyclic Wind Pressure Loading,per FBC,7AS 203-94 •; along with marked-up drawings and installation diagram of#.Wjgs 7400VVt proj4dt'0.0 out window, to qualify DuPont "Butacite" PVB interlayer,.Iluraseal® Vd Sum•. Spacer® insulating glass spacer, prepared by Certified Test):aber`atorie's VA Repp" No. CTLA-3056 WB,dated 03/03/15,signed and sealed by?4mh C.J tM6,.P.E. •.:..' 3. Test reports on: 1 Uniform Static Air Pressure Test Loadi*0 AT FBC TITS 202-94, 2) Large Missile Impact Test,per FBC,TA$ 201;94 3) Cyclic Wind Pressure Loading,per FBC=TA8 203-94..'• along with marked-up drawings and installation diagram df&a series 2e3&aiuminirNi fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseaw 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 201-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HT1-0080--0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P. E. (Submitted underNOA No. 10-0510.12) Mance Pe .E. Product Control xa mer NOA No.1 12.05 Expiration Date: September 22,2020 Approval Date: August 20,2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5ch Edition (2014), prepared by Al-Farooq Corporation, dated 09/05/14, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0915.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 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. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,exf frIAg on . . ... ...... 05/21/16. • ...... .... ...... F. STATEMENTS ••• •• • 1. Statement letter of conformance, complying with FBC 5r:Mton (201$)%nd of no • financial interest, dated 05/29/14, issued by Al-Farooq Corpo'rafion, signed and seal8d* by Javad Ahmad,P.E. (Submitted under prevZ;;jj;OA Aq,Xd-,0915.PN„• 2. Laboratory compliance letters for Test Reports No.'s.GTi A-3056 WA, dated.' 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-346' Vit, datg j 04/16/l5,•aX•.• issued by Certified Test Laboratories, all signed and sealed 3)y 9%nesh C. Patel, P. L.. 3. Testing Proposal issued by the Product Control Section, dated•12/l6A4;'fgned'by Jaime Gascon,P. E., Section Supervisor. 4. 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. 14-0915.07, issued to CGI Windows & Doors for their Series "Sentinel 120” Aluminum Horizontal Sliding Window - L.M.I., approved on 02/05/15 and expiring on 09/22/20. Manuelcrez, Product Coutrol-Ex i r NOA No.15-0 .05 Expiration Date: September 22,2020 Approval Date: August 20,2015 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ELEVATION 111 110" �(� 0 FLANGE WIDTH BUCK WIDTH p 6' 26 5/8" 5 1/2" 26 5/8" o MAX. 10'MAX. MAX. -• • • ••• 10"MAX. MAX. 3 Z HEAD/SILL MTG. STILES HEAD/SILL ¢ • • • •, "/SILT* • •• MTG. STILES HEAD/SILL mz A C G m i • • • •i • • • • • • A. `� z f U ••• • • • • • • • 1 1 1 1 O o 0 II II II Ito 11 II E ti F it F • • • • El ••• II • F it F 1r7 6 II 6 II 6 • D ••• 7 • ��__ _ 6 x 6 / V 17 I a� . i u°Diri vi o ii z u'oi o ii LL Z 1D 3 Z II II N ii II m it z 12 I� 5 5 m 1 I FALSE MU FALSE MU41INS (SURFACE APPLIED) 32 7/8" 32 7/8' AODL.ANCHORS (SURFACE APPLIED) 32 7/8' 32 7/8' ADDL.ANCHORS c OPTIONAL D.L. OPG. O.L.OPG. A7 CENTER OF lRES 4 MTG.STILES OPTIONAL D.L. OPG. D.L.OPG. AT CENTER OF LNES h MTG.STILES O W v AT HEAD/SILL AT HEAD/SILL 36 3/8" SEE NOTE(•)ON SHEET 2 36 3/8" SEE NOTE(•)ON SHEET 2 p VENL WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 3 N zz o .n 110" Zzu-'N BUCK WIDTH 300_n 5 1/2" 13 5/16" MAX. S'MAX. MAX. f Q } HEAD/SILL MTG. STILES 5" HEAD/SILL m U MTG. STILES PRODUCTREVISED 0 SERIES SENTINEL 120 wCDO lyi%wilymaTrorid. e m 0 ALUMINUM HORIZONTAL SLIDING WINDOW Ae1lere%°o& — �C� QJC DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER °tl Mozo a a II CHARTS SHOWN ON SHEET 3. Dy ii II ,falai dePlodwComm `0�� :F E2 ii F �i F APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATI S OF H.R./H.R. OR HORIZONTAL ROWNG WITH OTHER MIAMI-DADE COUNTY m APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS • E o 1-1 w a I� IN BETWEEN. C) I ^ LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL V = N -4 �!, ii ` WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS o e __--_- _-__ __. 11v 11 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS p o o g a a m -R II REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT `0 m o W HURRICANE ZONE (HVHZ). SMALL MISSILE IMPACT u 82 II W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 8 II LOADS TO THE STRUCTURE. i •r Engr.JAVAD AHMAD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 492FALSE ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE(SUR ACE APPUEO) 32 7/8" 32 7/8" NOT PART OF THIS APPROVAL.OPTIONAL DL OPGDLOPGA LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 15 Browing no. 36 3/8" MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT VENT WIDTH COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W O— FIN FRAME REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet � of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XOX SIZES) - (XOX SIZES) o FLANGE DIMS. BUCK DIMS. lc=TYPES'A'WA1' GLASS TYPES'B'wit" FLANGE DIMS. BUCK DIMS. GLASS TYPES'A'A'Al' GLASS TYPES'B'A'BI' FLANGE DIMS. BUCK DIMS. GLASS TYPES'A'A'Al' GLASS TYPES'B'A'BI' WIDTH HEIGHT WIDTH HEIGHT TXT.(+} III.(-) E)(T.(+) INT_(-) WIDTH HEIGHT WIDTH HEIGHIB E--V INT.(-) .(+ .(-) • WI HEIGHT WIDTH HEIGHT E)cr.(+) BIT.(-) ExT.(4) INT.(-) Z o J 28-I,,l 25-1/2' 65.0 65.0 80.0 90.0 74' 73' 0 065E 65.0 •80.0• 090.1 711 73' 65.0 65.0 80.0 90.0 �£p{ 9 ► J7' 36" 65.0 83.0 80.0 9010 106-1/4" 26" 105-1/4' 25'0 965.0 65.0 B0.0 -N.-0 106i1/t 26" 103-1/4' 25' 65.0 65.0 80.0 90.0 f Fj 53-1/8" 26 52-1/8' 25' 65.0 6510 80.0 90.0 111' 110' 65E• 65.0 050.0 90.0 • 1116 110' 65.0 65.0 80.0 90.0 p Q 74" 73' 65.0 65.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 yr5u; �i 90 26-1/2' 25-1/2" 65.0 65.0 80.0 90.0 106-1/4' 38-3/8" 105-1/4' 37-3/8' 65.0 65.0 80.0 90.0 106-1/4' 38-3/8' 105-1/4" 37-3/8' 65.0 65.0 80.0 .0 M p 36' 65.0 65.0 80.0 90.0 111' 110" S 80.0 90. 1 1" 110" 65.0 65.0 80.0 90.0 Q y 53-1/8' 38-J/8' 52-1/8' 37-3/8 85.0 65.0 80.0 90.0 74' 73" T, (A. SO.o• •90.• 74" 50-5/8' 73' 49-5/8' 85.0 85.0 80.0 90.0 V p 74' 73' 65.0 65.0 80.0 90.0 106-1/4' SO-5/8" 105-1/4" 49-5/B' 0. 90 63" 7J' 62' 85.0 65.0 80.0 90.0 19 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 111' 110" E0.0• •9D.• •" O37" 36" 65.0 65.0 80.0 9D.0 74' 73' 80.0 90. r850-5/8' 49-5/8"53-1/8' 52-1/8" 65.0 65.0 80.0 9010 106-1/4' 63" 105-1/4" 62' 78.2 78.2 wtl74" 7S" 65.0 65.0 80.0 90.0 111' 110" 76.4 76.426-1/2" 2aml 5-1/2" 65.0 65.0 80.0 90.0 106-1/4' 6J" 105-1/4" 62' 80.0 90.0 37" 36' 65.0 65.0 80.0 90.0 111" 110" 80.0 90A L. 53-1/8" 83 52-1/8' 62" 65.0 65.0 80.0 90.0 74" 73' 60.2 60.2 74.3 74.3 = N m 74" 63" 73' 62" 1 - - 80.0 90.0 k Y' 1 *ADOL.ANCHORS REQUIRED AT CENTER OF LITES AND MTG. STILE ENDS. v °' N � Ow �Ocl: c Ln (1/2W) (1/2W) (1/3w) (1/3w) (1/ (1/4w) (1/2w) (1/4w) G % % N�^o a ppn'nA �3 � OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH w o (D p¢J 'XO OR OX' 'XOX' 'XOX' C) 0 J4'IYP. BUCK DIMS I4'TYP. BUCK DIMS BUCK DIMS `� Y -WlY� tl PR0DtX7REVISED u s@ w complyiOB with the Florid. ° 11uiIdII1B Code FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME Aeceplrhq - J!- /1� QJL' FLANGE DIMS _I IP FLANGE DIMS IEx ANiD1ue ��ZD _ Dy O '41 9a N�8'S03 0<m U O W FLANGE &-F ADAPTOZ FRAME E5 21 EQUAL LEG FRAME Eng.:JAVAD AHMAD � ' FLA;L ss3e 70592 STD. MTG. RAIL: H.D. MTG. RAIL: CAN. .. LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: S a -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE o E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drowing no, AND FLORIDA BUILDING COMMISSION 15 W10-181 10-18 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 11 . ... • ... .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF • • ••• DESIGN LOAD CAPACITY - PSF �4 U o (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) 1� i BUCK DIMS, GLASS TYPES'A'A'AI' GLASS TYPES'B'A'81' BUCK DIMS. CLASS TYPES'A'k'AI' GIASS TYPES'B'A:'BI' BUCK DIMS. GLASS TYPES'A'k'Al' GUM TYPES lft Bl' 3 WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT. INT.(-'5j EXT.(+ IVT.(- • • ••• WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Z 25-1/2' 65.0 65.0 80.0 80.0 73' 65A 600 •0.0 80Ab • • •• 73' 65. 65.0 80.0 80.0 � 36" 65.0 85.0 80.0 80.0 105-1/4" 25' 65 65. 80.0 80. • 0 105-1/4" 25" 1-6-L-0.0- 65.0 80.0 80.0 Fj 52-1/8" 25' 65.0 65.0 80.0 80.0 110" 65.0• SAM 80.0• 450.0 • • • 110" 65.0 80.0 80.0 �p � v 73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 d 25-1/2" 65.0 65.0 80.0 80.0 105-1/4" 37-3/8' 65.0 65.0 80.0 80.0 105-1/4' 37-3/8" 65.0 85.0 80.0 80.0 C 36' 37-3/8" 65.0 Ic 65.0 80.0 80.0 110" 65.0 0 0.0 80. ••• •• 110' 65.0 65.0 80.0 80.0 G n LL 52-1/8" 65.0 65.0 80.0 80.0 73" 65.0 65.0 •0.0• •60.81 • • • 73" 49-5/8' 65.0 65.0 80.0 80.0 V� M 73" 65A 65.0 80.0 80.0 105-1/4" 49-5/8' 65.0 .0 .0 80. • :• •• 7J' 62 65.0 65.0 80.0 80.0 O Q M 25-1/2" F65.0 65.0 80.0 80.0 110" 65.0 6ti.0 10.0• •80.0 •• O36' 65.0 80.0 80.0 73' 65.0 65.0 .0p 52-1/8" 49-5/B' 65.0 80.0 80.0 105-1/4' 62' 61.6 61.6 80.0 80.0LL 73' 65.0 80.0 80.0 110" 60.0 60.0 80.0 80.025-1/2" 65.0 80.0 80.036' 62,. 65.0 80.0 80.0O52-1/8" 65.0 80.0 80.073' 60.2 80.0 I 80.0 y 4 n N (1/%2fW) G ('/.3w) (1/'3iW) (1/3W) (1/'ai (1/(1/2W) i (1/'i4W) �0^y�W ��NH N n4O N m OPERATING VENTS TO 8E 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 00 3 n n Ed Z Z J N -N 'XO OR OX' 'XOX' 'XOX' 3 0 off= O BUCK DIMS ca ro o =8c FIN FRAME m c•= 40d PRODUCTRBVISBD $ S d d w cemplynn wo the I"'1 �I� FIN FRAME BuIdMB Code �iyL.�✓C - E"r.JAVAD AHMAD 1 AX r1i Pmduol Co FIA.PE% 70592 0 STD, MTG, RAIL: H.D. MTG. RAIL: CwN.3536 LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO ±80.0 PSF NOTE: GLASS CAPACITIES THIS SHEET ARE Ea Ea BASED ON ASTM E1313 00-09 (3 SEC. GUSTS) Q J ) Browing no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 11 . . ... . . . ... 1/8"ANN.GLASS 1/8"HE*SRtMD dAS! • w ••• V 075'Interloyer 075'Interloyer A! o Saflex CP With PET Core Sorlex CP With PET Core eY o 'Eastman Chemical Co.' • • By'Eas man Chemical Co.' OR OR • • • 00* Z '� .090'Interlayer • • • .Q9O'•I�enaY • •• • O Saflex Clear And Color Glass • • •• flex Q0ar d Ltloi Co.*s• •• Q 'Eastman Chemical Co.' • • • OR'Eas an err�cal Co.' • • • Q 0 • • • w 090'Interloyer 090 In�e$oyer 000 • Kuroray SonlryGlos Kuroroy SentryGlos ap By 'Kuroroy Americo, Inc.' OR Kuroroy Americo, Inc: D oso'Interloyer • X90'Deno • ••• •• O"� v Kureray Butacite PV8 • I .r.r y to e • • V By'Kuroroy America, Inc. • •T'Nnragy lrerip, r4 • a O yl M IL 4 1/8-ANN. GLASS ••• • 1 f-Z.:�T�EN'�••S••• 0�r SILICONE m SILICONE 7 ;DSI i m GECO Z N DOW CORNING 899 VLL= ut GE 1200 DOW CORNING 899 r IO @ �9 DOW CORNING 995 DOW CORNING 995 MI V MI �cf �Welt O � N X 0 14v an W EB W E8 n % AT 1/4 POINTS ON LITES X N7 AT 1/4 POINTS ON LRES fit M7 WIDER THAN 36' fa WIDER THAN 36' O t5 zi n GLASS TYPE 'A' GLASS TYPE 'B' 0 W 5/16'NOMINAL IAM.GLASS 5/16'NOMINAL IAM.CLASS _ =N 1/8"ANN. GLASS 1/8"HEAT STREN'D GLASS R 0 fV M n .075'Interloyer .075'Interlayer Z Z n Saflex CP With PET Core Saflex CP with PEr Core 0 BY , Chemical Co.' By'Eastman Chemical Co.' OR OR .090"Interloyer .090'Interlayer E2 0 p Q J Saflex Cleor And Color Gloss Sallex Clear And Color Glass U e- By'Eostmon Chemical Co.' By'Eastman Chemical Co.' 0 OR OR 1/4-AIR SPACE .090"Interloyer 1/4"AIR SPACE .090'Interlayer Kuroroy SentryGlas Kuroroy SenlryGlos By 'Kuroroy Americo, Inc.' By'Kuroroy America, Inc.' „ 1/8'ANN. GLASS OR OR 090'Interloyer 1/8'HEAT STREN'D GLASS .090'Interloyer Kuroroy Butocite PVB Kul?ray Butocile PVB tl By'Kum, Americo, Irw.' By'Kuroroy America, Inc.' 0 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS esRODULrREVISFD cm��an vwd6 H Building Code M SILICONE m CELI_1200 DOWAeN or De ym G1 CORNING 899 DOW CORNING 899 le N ] Mt DOW CORNING 995 N MI ' DOW CORNING 99S 13Y m o acs di �u• m_o XL EDGE SPACER XL EDGE SPACER ST.STEEL BY'CARDINAL' Sr.STEEL BY'CARDINAL' OR OR a DURASEAL BY'QUANEX' ti DURASFAL BY'QUANEX'OR o O OR W E9 SUPER SPACER BY'QUANEX' W E9 SUPER SPACER BY'OUANEX' Enyr.VAV�AHMAD i [. [" FLA,PE 70592 'a W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES CAN. a GLASSTYPE 'Al'YPE 'A1CLASS TYPE '91' 6 a 0.70'OVERALL INSUL LAM.GLASS 0.70'OVERALL INSUL.LAM.GLASS drawing no. (S.M.L) zoo wi o—i s IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'A1' &'B1' MUST BE TEMPERED. sheet 4 of .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS METAL FLANGE •&• PLANG'�' •ADAPTOR FRAMESEE 10V FOR SPACING WOOD BUCK TYPICAL ANCHORS lo 1 .. FOR SPACING • O • ••• • •�.•E ELEV. ___________________� Z @ j EDGE DISI'.' • • •• • 1 r___________________-I 5 ••1 MIAMI–DADS COUNTY APPROVED 11 0 F �Q e ,•° ' - + _ vri • • • • 1 I MUWON @ MULLION ANCHORS \a EDGE ST. • 1 U • • • I SEE SEPARATE NOA 1 f iF • >R • i� 1 1 a rc ••• •'I EDGE DIST. __________�� � ♦Y O 2 I © I • • • • ••r :•• ••• _ _ _ ______ 0 1 • • • • •• • • 0CL E7 •• • •• • • ••• ••• TYPICAL ANCHORS 0 4 W C TYPICAL ANCHORS SEE ELEV. Q:it SEE ELEV. to O 1 FOR SPACING FOR SPACING a W;LL 6 Y1 b {6,2 II Q W p 2 3z /B MINMIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. o I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. m I I�II TYPICAL ANCHORS: SEE E1£/. FOR SPACING n I ^ 2-3/8'MIN. g N -�1 1/4' DIA TAPCON BY 'ITW' (Fu=120 KSI,Fy-92 K51) O M H 1/4" DIA. ULTRACON BY 'ELCO' (W=177 KSI,Fy-155 KSI) 0 U.I ` INTO 2BY WOOD BUCKS OR WOOD STRUCTURES cn n - o WOOD 1-1/2" MIN. PENETRATION INTO Wq) =N o ` J = THRU 1BY BUCKS INTO CONC. OR MASONRY N� o Q'i o u WHEN USED THE MIN.WOOD BUCK ?�C-4;; m O ° DEPTH SMALL BE 236".THE USE OF 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O ,1 ; Q'i U O Y DEEPER OR BEVELED WOODBUCKS IS 0 3 ul W r+ �' PERMITTED, DIRECTLY INTO CONC. OR MASONRY d _Z z E m a m 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 0 .n _o- W k #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) E2 CD o a U W INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") o INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 'I TYPICAL EDGE DISTANCE o I 1 I INTO CONCRETE AND MASONRY = 2-1/2" MIN. q' 8 u INTO WOOD STRUCTURE = 1" MIN. m q jM9 j INTO METAL STRUCTURE = 3/4" MIN. j 1 I 1 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN, CONCRETE AT HEAD,SILL OR JAMBS f c = 3000 PSI MIN. c S a$ 1 I C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm= 2000 PSI MIN °1 0 j 2 O j o Eagr.JAVAD AHMAD N •r CML ee Fu PE 70592 0 CA.N. 53B ' s .. • PRODUCTREVISED .. - s •. v • 'Y n complying ft the Fbrido 0 5 ,n 0 EDGE •'. • - e '�i Aoccprenca No 5/L O5 drawing no. ^ t TYPICAL ANCHORS - s >t n • TYPICAL ANCHORS oo aN /�'J+75K3C�J, dUG 201M 1eY SEE ELEV. ' SEE ELEV. W10-18 WOOD BUCK FOR SPACING - FOR SPACING B " Miaml ePrmlua aM sheet $Of 1 t .. .. . . . .. .. . . . . . . . . . . . • PI!AnG*E' & FEANGE ADAPTOR FRAME you n a 1/4'MAX. BUCK WIDTH 1/4.MAX. m o • SHIMS • • • • .. • • •� ••• W 3 VENT MOTH VENT WIDTH SHIMS Z ; NGE ADAPTOR FRAME O py TYPICAL ANCHORS • •.t •SEE ELEV. t t t P 7d o_SPZM SPACINGO FO O •• ..W ... •.• •.• •1 1•TYP. 4 O . 1 IA2 - ... .. O v • . O 0o • - • .. • a M . . • • • Oa 0 2 wood K t . ..• O Ir -SCREENS OPTIONAL _: ..._.. _-_- .._.. .._.._.._.._.._.._.._.. R qWOOD 5TRUCTU7W?�LLVI '�-2WOOD BUCKS Q f XOX LAYOUT EXTERIOR TYPICAL ANCHORS D.L. OPG. SEE ELEV. FOR SPACING 2 �' MIAMI-DADE COUNTY APPROVED MULLION - &MULLION ANCHORS O SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH Z In n O ALTERNATE E3 3 Q t5 tin SWEEP LOCK p OPTIONAL TO d FT___ll 1 SPRING LOCK s q) F 1 1 Nin n -41- I 1 =_ _ _ _ S6 OQ3�n 11 , , Z� it I 1 3 0 0 I c n TYPICAL ANCHORS E4 SEE ELEV.FOR SPACING � BS,���� r BRnam,coae —D. . 1/4'MAX. BUCK WIDTH I/4'MO. Aaeq.iro � SHIM yt„ Ek ilelbn DMe �Z020 0� o I VENT WIDTH p 3 I '� Ade Produn C u TYPICAL ANCHORS , O O © TYPICAL ANCHORS SEE ELEV, SEE ELEV. FOR SPACING , _ FOR SPACING 7. _ c • o '^ F •1. /4- n o$_o00 INTALLATION DETAILS SHOWN ON PAGES 5 $ S$o AND 6 APPLY TO BOTH FLANGE FRAME AND `0 m METAL FLANGE ADAPTOR FRAMES. II - 11 STRUCTURE II o ' Erg,.JAVA°AHMAD m SCREENS Fu PE 70582 a :. .. .. Cji AN. 536 n E5 EXTERIOR - WOOD BUCKS $ ' Al1G fill) drawing no. XO LAYOUT D.L.OPG. IW10-1811 sheet 6 of 11 . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS METAL ••• f�fJAL LEG FRAME 4.V o SEE ELEV. tgy FOR SPACING 1 WOOD BUCK TYPICAL ANCHORS z SEE ELEV. • Fr_________________1 1 o FOR SPACING • • • •�I�AAMI----COUNTY APPROVED II Z � ; •.. <a EDGE DIST. • Q • •• •I MULLION 1 MULLION ANCHORS 1 O • i .. a.'' -e., a,.. i • ! DGE �• • • ••I SEE SEPARATE N0A I I j " EOG DIST. • • • ! : •I» DIST. I 1 F f Cl.. a 0 V n Al z ' � � ••. . 0. .• .•. .. V� � E3 E7 \" • • 1?PI(�L A1ICIMRS • TYPICAL ANCHORS O a a c 7• • • SEE PLEV! ••• •• SEE ELEV. O e 1 FOR SPACING FOR SPACING Q III 3:3 v. EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY Jon INTO WOOD. CONCRETE OR METAL STRUCTURES a g TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. c� SEE ELEV. FOR SPACING 2 3/B�MIN. zi 1/4'MAX. BUCK WIDTH - � SHIMS I J Iwo " I O � 0 1 n 2-3/8'MIN. O w 1 1/4" -"I d Q c N G i - U)N n 0 .+ a " I � � '� WHEN USED THE MW.W000 BUCK z z Z W H m o DEPTH SHALL V ED THE USE I rFS. o MIAMI-DADS MULLION �i 3 O x 1 DEEPER OR BEVELED W006BUCKS 5 APPROVED MULLION p m W 3 PERMITTED. &MULLION ANCHORS U 0!!K E6 5EE SEPARATE NOA U-:2 BUCK WIDTH BUCK WIDTH I to 1 _ Fr---T1 r I o v 1215 1 (I E7 t u r 3 ii I 1 :°: I 1 I I M3 PRODUCTRHVISBD 1 as wmplyiogwt161he � oc 2 i g �_Building Code O5 TYPICAL ANCHORS c <m B 1 Acoalal Dote / ZO SEE ELEV.FOR SPACING c I By E,yr.JAVAD AHMAD 1 Ai q CML I �•+ FLA PE/70592 c 4A CA.N.35 a • I ° d EDGE DIST. •�. :r ~ .. ° .`pi z1 .a TYPICAL ANCHORS dlOwia v a i r. Iffy SEE ELEV. HORS -. a� x FOR SPACING W10-18 WOOD BUCK FOR SPACING , sheet 7 of 11 • • • • • • • • • • TYPICAL ANCHORS ILLUSTRATIVE DRS.ONLY SEE ELEV. FIN FRAME EXT.OR INT. FINISHES FOR SPACING m of NOT BY CGI • • • ••! # 'y • • �• f • • • • • • F 0_ HOUSE WRAP \ TYPICAL ANCHORS: ETE ELEV.TOR SPACIRG•• • ••• • o $ NOT BY CGI ,J8 SMS (GRADE 2 CRS) IL O1 INTO 2BY WOOD BUCKS OR WOQpiSTjUCjURE% Q� A2 2 1-1/2- MIN. PiNETRATION INT* W0010 • • • •i iACKBED ••f f i• V 0 E3 CAULKING f• 000 • • ••• •• •• a0�� • • • • • • • • • Orap E7 as • • • • • ••• •• 0°ya pip¢ Ii1 aW;LL I^gg. 4Z�_ � _tlf 11 0 � n v I m o OL-i ^ pLu WOOD STRUCTURE 1/4'MAX. BUCK WIDTH 1/4_MAX. H a NOT BY CGI GAPNn GAP 0 2 N o J QI• 1/2'MIN. 1/2'MIN. N Nn d 0 3 M 1 O x O M n P4 v _z Z I � m E2 30_M 10 BAucBEo CAULKING II TN m�Nq�qNh w u D u w 1 � E7 `��g�g 1 11 1 1;NI 4 M9 E6 HOUSE WRAP i 1 NOT BY ca EXTERIOR o•2 2 g2 BACKBEO CAULKING Erjr JAVAD AHMAD m 0 FNA PE/70592 CAN. 538 HOUSE WRAP PRODUCTRBVISm NOT BY CGI 1 1/2' z o� azcomDlWC whb We F'brids d s ls TYPICAL ANp10R4 W10-18SEE ELEV. FOR SPACING sheet g of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ... • • L? ITEM PART/ MMEETING DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS v rE4 CGI-100FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER �� M 0 CCI-113FRAME SILL 6063-T6 CGI EXTRUDER 0 CGI-102FRAME HEAD 6063-T6 CGI EXTRUDER • • • • •.• • • • •• • • •• • Z n CGI-103 RAIL 6063-TB OGI EXTRUDER • • • • • • • • • •• a CGI-1G4LOCK RAIL 6063-T6 CGI EXTRUDER • • • • I CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER • •• ••• • •.• • ^Q,.01 o E7 CGI-106 - SASH RAIL 6063-1`6 CGI EXTRUDER .y E8 CGI-107 - 5/16'GLAZING BEAD 6063-T5 CGI EXTRUDER a Q O LL E9 CGI-108 - 0.700"GLAZING BEAD 6063-T5 COI EXTRUDER •• • • • •• •.• •• y E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER • • • • • • • • • Ell CGI-110 - NAIL FIN ADAPTOR 6063-T6 COI EXTRUDER • • • • • •• • • Q W E12 CGI-135 - TF FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER • • • • • • . • • E13 CCI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER •. .•• .. d RUO S E14 CGI-139 - IF FRAME JAMB 6063-T6 CGI EXTRUDER 1gD E15 CGI-140 - 1"MUNTIN 6063-TS CGI EXTRUOER E16 CGI-141 — 2.5"MULLION 6063—T6 CGI EXTRUDER J O q E17 CGI-605 — SCREEN FRAME 6063-15 CGI EXTRUDER E18 CGI-114 — SILL SNAP IN 6063—T6 CGI EXTRUDER E19 CCI-115 — SILL FILLER 6063—T6 CGI EXTRUDER w E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - HD LOCK RAIL 6063-T6 I CGI EXTRUDER J 1 M E22 CGI-138 - TF FRAME SILL 6063-76 COI EXTRUDER V n E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 COI EXTRUDER N M1 CGI-382V - GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVL - O M2 CCI-111 - SCREW COVER(OPTIONAL) PJC - N C M3 CGI-112 3"O ANCHORS EQUAL LEG COVER/SHIM PJC - F N o M4 - 0.700'X 0.040'BEAD GE1200 SILICONE SILICONEGE NS - 0.700'X 0.040'BEAD DOW 995 SILICONE DOW 3 N M I M6 - 0.700"X 0.040"BEAD DOW 899 SILICONE DOW Z Z m M7 - 2/UTE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A 3 0 MB - - PROTECTO WRAP WATERPROOFING OR EQUIV. M9 684 - ROLLER TRACK PVC - MID CGI-128 2 PER SASH ROLLER HOUSING NYLON - M11 W2320ING - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. M12 CGI-129 i PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M W M14 391-N 1 PER SASH ANTILIFF BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI MIS CGI-134 - JAMB SPACER PJC PROTOTYPE OR EQUN. W o M17 A30730401-32 1 PER WO. CAM LOCK LNC TRUTH OR EQUIV. �i M18 CGI-132 2PER WD. 2" SASH STOP PVC PROTOTYPE PRODUCT RHVISL'D as cormplYla9 with l6e Florida v e z i i M19 CGI-111 O FR. HEAD SCREW COVER PVC PROTOTYPE BAaOding Code A �7• M20 CGI-125 2PER SASH SASH CAM(B/T BALANCE) NYLON M&M v`J o + M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EOUN 13 u m^c$c nfiatnl PlodOacon a S�S E a S2 - 2 OR 3 PER CORNER / 10 X 1 1/4"LG.PHL.PH.SMS. ST/ST.ASSEMBLY SCREW i- m u o S3 - 1 1/4"EMBED. /8 X 1 1/2'I.C. PHL.PH. SMS.FIN ANCHOR SCREW S4 - 4 PER WD. /8 X 1/2-PH.SMS. ST/ST BALANCE BRACKET SCREW - - _o 55 2 PER WD. /B X 1"LG.FH.SMS. ST/ST.SPIRAL 8.ASSEMBLY - - Fngr.JAVAO AHMAD t S6 - - / 5 X 1/2"LG. FH.SMS.O CGI-133 &CAM LOCK - - CML FLA PE/70592 SB - 4 OM.RAIL / 10%4"LG. PHL PH.SMS. ST/ST.ASSEMBLY MEETING RAIL - - CAN.3538 0 1` S9 - 2 PER ANTILIFT / 10 X 5/11 LG.PHL. PH.SMS. ST/ST.ANTIUFT SCREW - - 6Ac g B O 71015 Browing n0. W10-18 sheet 9 Of�� O O m a m N z _ -p � z a u m o vN u .I u N i D G ; m J a I O m o p X O Z TO P�C y O Lul C N O � Opp —T �n rr u S s X " 5 o z —� Q �N u N O 9 .Z7 4 9 O F O t9 O 4 D + N N O O O N U 4 V O Om N r� Rs�C b �11 G � m N y H Qj s A e m A i_2 0 06:6u O N O •••: •• •• • O•••• •• O Ul ••• • • • • 041 to �• OI• I � i• ••• = 1 I • m3SI� O • I• • I��Wtttt p O • !n m • • • 000000 N a 0 A O ro fel fa O C, 7+� C, 1 � m T n aa1.: 03-24--10 rev-Ions: SERIES SQ10NF1120 ALUM NOPoZ.SLID NG WDW.(LN.I./AN.I.) AL-FAROOQ CORPORATION a • no o e description m ENGINEERS de PRODUCT DEVELOPMENT ¢ok t/2 1 A 043.04.10 No CHANCE nus SHEET CGI WINDOWS & DOORS ++nss.w.37 AVE f C 0 B 10.10.11 NO CHMICE THIS SHEET 10100 N.W. 25TH STREET MIAMI,FLORIDA 33174 T I e..sr c —W.. —CKA TO zo1<rec MIAMI, FL. 33172 TEL.(805)264--200 FAX(Bos)262-.7+8 C' D 01.10.t5 Np CHANGE T/IIS SHEET 03 ? `hk�' E 04.10.16 NO CHANCE THIS SHEET TEL.(305) 593-6590 FAX (305)593-6592 COMP-ANL\W10-03CGI . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . U S2 Al O i i i i i j'/i i • �i •� O� • � �- •/� ••• 52 • 9 i •. • O • • •.• •• .� • • • • • • ••� �.• i i 000 .•• Oa,O O'3,rc 0 LLZE—� o 0 N j N FRAME TOP CORNER n P Q�. N VENT TOP/BOTTOM CORNERS 52 Li Vy N w=N O / R 0 3 M ^m n fa5f �O O • e` �9p 46 PRODUCE REVISED as rnmgrore with dn:Florida Dul(ding Code uatlon Dote 7 • 0 El a�'saa Product Co <m u o w �e nl O FRAME BOTTOM CORNER Engr.JAVAD MIMAD c CML i FLA.CAH.I D g2 353 � sa 0 - drawing no. FIXED MTG. RAIL CORNER W10-1$ sheet 11 of�� MIAMI•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.mismidademov/economy CGI Windows&Doors,Inc. 10100 N.W.25"' Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11160 Sentinel"Aluminum Outswing glazed Doors w/wo Sidelites-LMI APPROVAL DOCUMENT:Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 tbru of 11 of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 &2 ,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,statclmtd'jeries and following statement: "Miami-Dade County Product Control Approved",noted herein. 6666 66 RENEWAL of this NOA shall be considered after a renewal application has been filed herein. :...* jllere has leg1r0ro chgil&ei; in the applicable building code negatively affecting the performance of this product. 000:00 0 0 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been g-revi�sjon or in the, 0 materials,use,and/or manufacture of the product or process.Misuse of this NOA as an eftTsement'of any proddbto 0000. ... 0000. for sales,advertising or any other purposes shall automatically terminate this NOA.Failure tocompl�w!tlrany ::0:0 section of this NOA shall be cause for termination and removal of NOA. 0:0:0 o 0 0• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Count;, Fforrida, and.followed by tkc:. en 000 i expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, tht shall be 0 00 done in its entirety. ' 00 :0: ' 0 INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises# 13-0226.06 consists of this page 1 and evidence pages E-1&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 14-1015.04 MIAMFDADE COUNTY Expiration Date: August 08,2018 Approval Date: August 13,2015 Page 1 CGI Windows&Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of I 1 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#13-0226.06) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF,sill S-I only) 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample#3) dated 04/16/2015, signed and sealed by Ramesh Patel,RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5�h Edition),prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02, -04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS •••• 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNempur;-4 Co.,�Inee for their... • "DuPont Sentry Glass ®Interlayer", expiring on 01/14/17. •• • 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical CW4ny(MAT Former •••••• Solutia Inc. for "Saflex clear&color glass interlayer",expiring on 0!%�V/16. • •. ;••••; 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Compft(AtTr Amer ..... Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer70-tET cgr01 expiringern*' 12/11/18. •• •• 0000 •000.0 ...... . • F. STATEMENTS 0 . . . . ... 1. Statement letter of conformance to FBC 2014(5th .*.... ... Edition) and lettgof 1m�finaneial interest,.0 0.0 prepared by Al Farooq Corporation,dated 09/23/14,signed and sealedloy 7avadAM4d,P.E. 0 2. Lab compliance and addendum letters, as part of the above referenced test reports." G. OTHER 1. This file NOA revises# 13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14 &# 12-0553, dated 04/25/12 approved by RER. Ishaq I.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-1 . . ... ... ..• . ••• .. .. . .. . . . . . . • • • . • • • • V 37-1/4' 72' !!9� o DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD qU�, T TY HARI ENDS �Y n 2 ANCHORS 6'MAX. TYPE'A', 'B'OR 'C' 3' 6' 3` SEE Cl f•FOI�Ql1�NfI0 •• • ANCHORTYPII Z 3 3� AT STILE ENDS HEAD/SILL 3" • • *0: • • IM 'B' C. HEAD/SILL CORNERS • • •• CORNERS q �_ A • • • •/4: M •4 • • 4 a I 7 - O I00 6 IL git LI I I I C • • • ••• •• O t e u u I I 1 .010 • • •• •• • • • • • ••• • • • • •• • v C CL __1Lf 1 / 1.11-_ • • • • • •• • • a O •• • • • • • ••• •• dna I/ PRODUCr REVRIED J r ao uo a LOCK OPTIONS I -- �.r�Yt•IH IM IMIi Q w f F o o SEE SHEET 9 _W/ Q to II � "� � h _is\ i \ ,HANC \ SERIES SENTINEL 160rnCV ALUMINUM OUTSWING DOOR W/ SIDELITES U)APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORSpm WITH OR WITHOUT SIDELITES. Z Zm � SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. s � u- �� + o SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. M o n " SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. GiD.L. PG. 2 ANCHORS D.L oPc. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITYTYPE 'B' SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITYAT STILE ENDS FALSE MUNTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. AT STILE ENDS MAY BE USED _ TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ( X ) HURRICANE ZONE (HVHZ). DOOR OPTIONS 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 4 a a W a TRANSFER LOADS TO THE STRUCTURE. _ g DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY -PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS u 6 g SINGLE DOORS (X) DOUBLE (XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR DIMS. LAM, or INSUL-LAM. DOOR DIMS. LAM. or INSUL-LAY. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL. in n n n EXT.(+) INT.(_) EXf.(+) INF.(-) c •''- WIDTH WIDTH HFlcFRAME HT WIDTH WNOTH HEIGHT A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0 0 o n o 37-1/4' 35' 96' 80 80 72' 75' 96' 80 BO • E E 8 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO L <<m NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS o VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG. CODE. � •I NOTE: Fipr.07AD PNNMAD FLUSH BOLTS AND LOCKS MUST BE CML to ENGAGED TO HEAD AND SILL DURING DOOR D.LO. DIMS, Fu PE/70.593 .. C l. 70 PERIODS OF HURRICANE WARNING. 1 n D.L.O. HEIGHT = FRAME HEIGHT - 12.875' NOTE: D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75' 2�)5 O D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 25)/2 I AIJG GLASS CAPACITIES ON THIS SHEET ARE Browing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) W13-01 AND FLORIDA BUILDING COMMISSION DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. DECLARATORY STATEMENT DCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. sheet 1 oT 11 .. .. . . . .. .. . • • • • • • • • • • U O 37-t/4' 72" • i • •i i • •• • Z n g 1CZ STILE ENDS a DOOR FRAME WIDTH DOOR FRAME WIDTH • •• • • • UAN TY�CHART k Zd 6"MAX. IL TYPE A', W OR 'C' 6"MAX. •ISE FOR FOR ••.ANCHOR TYPE ('"IL HEAD/SILL 3" AT STILE ENDS CEADN 3" 6' 3'ERS ylA,1 'q' 'B' C. U CORNERS /{ �A 1/4' 4 4 4 a "'111 fff I t ••• • • • • 3/6" B B 6 p • • • • • ./2i W 7 - /I I\ • •.• . • . j • • • •w • .• ••• • •• Gp 9 • • s • � •• • • • • • •.• •• C)�aC __1L� I / 11L__ ♦i Cep E \ a x� 15E mm "�' S2 m a LOCH OPTIONS i \w_ \ pJp \SEE SHEET /H\iE•\EP\9p 7a J a n OO30 w 0PRp0C f REVISED Y IYe Mdh 3 r4ryrnInO ACTNE 111. —T 1 Nmmh�omn" INA NE M u1Qe�W E Z Z Iii 6N 30 .M I) L -1 1 k I marc o a '0'u 23 1/2" 23 1/2" + 0 O.L. OPG. 2 ANCHORS O.L. OPG. D.L. OPG. 1YPE'B' 4 ANCHORS SURFACE APPLIED AT STILE ENDS z� TYPE'B' FALSE MUNTINS AT STILE ENDS MAY BE USED o "{ TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR _rc E W S X-) XX ° F. NOTE: SEE SHEET 1 FOR DOOR CAPACITIES .n h �oo99 c a O En9r:dAVAD AHMAD I "" CML ns FLA PEA 70692 n C.A.N.3636 S 7 � drawing no. W 13-01 VAQ sheet z of t t •• •• • • • •• •• • • • • • • • • • • • 144"MAX. 37 1/8' 36 72" 36' •S&E CHART FOR QUANTITY `I� WIn SIDELITE WIDTH SIDELITE DTH DOOR FRAME• 4,00 • • S� ( � E WIDTH - • Z 3 • BRAD ANCHORS -I 3" 6• • .: ••0 • • • • • • •AT STILE &)1ULUON ENDS Q 6"MAX. 6" L`-• • • • • • • QUANTITY CHART F a. FAD/SILL F HEAD/SILL F q I. -bl li •` ••• ANCHOR TYPE o CORNERS k���lll YYY"'hhh hY u CORNERS - t 1 1 SHIM 'A' 'B' 'C' 1/4" 4 4 4 I I\ 3/8" 6 6 6 �'D •II • i i• 11 �• • C�g L • • • • 0 /a I 1^ ii Z to w f u / n u // LOCK ONS i )�(3 FASTENERS SAME LOCATIONS -) o _ \ao SEE 9 j V'�'o i1✓ AS ANCHORS SHOWN ON = w J / io w n J / ,/� n SHEETS 1 &2 3 H rn m p rn -J // Ilm o I I m I I 11 J n II II O t�, ^ n ma o I 1 II II $ N F F. Q M M ACTIVE _ INACTIVE t 1 g ( t Z Z n n -' - m� 30 G V 31 1/8" 31 1/8" 23 1/2" 23 1/2" 31 1/6' tOi U O 2 D.L.OPG. O.L.OPG. D.L. OPG. D.L OPG. D.L. OPG. SUHFACL APPLILU DESIGN LOAD CAPACITY - PSF 4 ANCHORS FALSE MUNTINS TYPE'B' MAY BE USED �^ swELrrE STATIONARY PANEL(0) TMpl ELEVATION TYPICAL ELEVATION AT STILE AND W SIDELITE FRAME MULLION ENDS z (SEE NOTE BELOW) WIDTH HEIGHT ( p ( OXXO ) PWMt1C F REVISED 8- INCHES INCHES EXT.(+) INT.(-) SIDELITE OPTIONS 24 80.0 80.0 �S Cod, M�Fl0'�' 2'. r.rl.,cadr 30 80.0 80.0 ArnWxte No IM 'I0/)TO �d 33 84 80.0 80.0 LyTntMo DNr_ 9 u a$g Y,•' iln. 36 80.0 80.0 Abd TNr ndk Cwbd 37-1/8 77.6 77.6 39 73.8 73.8c•-- - 42 68.8 68.6 SIDE[ITE D.L.O. DIMS. 0 0 s R=g ° $Sgt 24 80.6 80.6 D.L.O. HEIGHT = FRAME HEIGHT - 12.875" `o.. D.LO. WIDTH - SIDELITE WIDTH - 6' STAND ALONE SIDELITE ONLY 1 lbil 30 80.0 80.0 D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 33 90 80.0 80.0 4 36 80.0 80.0 Engr.JAVAD AHMADOW ^ i 37-1/8 77.6 77.6 FLA.PE 0 70592 0 39 73.6 73.8 24 80.0 50.0 3 3 30 80.0 60.0 � 33 96 80.0 80.0 All ZDtS drowmg no. 3s Bo.o eo.o W13-01 37-1/8 77.6 77.6 sheet 3 of . ... .. .. . . . .. .. . V DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR DOOR ISIDELITE FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME o SIDELITE TO DOOR MULLION WIDTH' WIDTH WITH _l WIDTH 0TH• • WIDTH WIDTH WIDTH n SIDELITE LEAF FRAME (SEE NOTE BELOW) Z • WIDTH WIDTH HEIGHT • n 3 INCHES INCHES INCHES EM.(+) INT.(-) / • • • • • / . . / \ 0 • 24 eo.o 80.0 / • H . •/ • H • • c / \c H a C • 0 eo.o eo.o / •,. •f• / a 30 cv Al % /% % //�i /k, %\ ° u 33 35 84 80.0 80.0 w /ice' /� '� 36 80.0 80.0 (Dal J J a 37-1/8 77.6 77.6 \ \ . •• \ / a,O u • • \ / V 42 68.6 68.6 39 73.8 73.8 \ .• . • • • \ • • • • \ / 00, Q ttQ00 24 80.0 80.0 ) • ,_' 0 l-D-d, 30 80.0 80.0 %) (oxo) (XOX) Q 3 tlN J3 35 90 80.0 80.0 36 80.0 80.0 Z 37-1/8 77.6 77.6 SIDELITE DOOR RAME SIDELITE DOOR FRAME SIDELITE 39 73.8 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH V W f C 24 80.0 80.0 - 30 8060 a0.0 35 96 33 80.0 80.0 F H J / E H J /E \ i 36 80.0 80.0 % 37-1/8 77s 77.6 _ �/V �/ • '•, / p N w 8 N Q WPC R j V)3F OXXO3 C-4 MULLION) 'S Oxx DOOR STILE ( ) O M n END ANCHORS ` END ANCHORS PRODUCTREVISFO d 3 n OO SEE SHEET 3 SEE SHEET I 4rpybIT wNh/hr Fur$ . Arfeplour NoLI-IDIS•Oy Li ii/Yrtien N1, oQ0 I�I�aWlirM odoaCoaly r 01EAlDTH o Af SIDELITE WIDTH DOOR FRAME WIDTH c II55 n g 12 SINGLE(X)37 MAX. 6!o DOUBLE(XX)72'MAX. u SIDELITE TO DOOR NOTE: o c n INSTRUCTIONS: GLASS CAPACITIES ON THIS SHEET ARE w 9 g ig 9 USE CHARTS AS FOLLOWS. BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0<m o AND FLORIDA BUILDING COMMISSION 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON SHEET 1. Q 2. SELECT LOWER OF SIDELITE TO DOOR MULLION Ener.JAVAD AHMAD CM ^ CAPACITY FROM TABLE ABOVE. , CML FLA. o IlA.PE 3. LOWER VALUES FROM STEPS I OR 2 WILL APPLY CAN 538 TO ENTIRE SYSTEM. $ I v 'I �n•.- drawing no. W13-01 sheet 4 04 11 . ... . . • ... • • • . w • • ••• • u V O M • • • • w ••• Z u to ; • • • e • • • • • • •• a . . . . • F I 0 • • • • • • • • a a LL Q •• • • • •• ••• •• 0 a • • • • • • • • • g1 C10 M • • :0 • . • •• a •• • . • • • ••• 3/6"TEMPERED GLASS O y In 3/8"AIR SPACE LL z1 Hl l a 3/16'ANN.GLASS 3/16"HEAT STREN'0 GLASS 3/16'ANNEALED GLASS J v' J a bf e .075"Saflex CP With PET Core 075"Saflex CP With PET Core .075"Saflex CP With PET Core O By'Eastman Chemical CO.' By Eastman Chemical Co.' By Eastman Chemical CO.' — .090"Soflex Clear And Color Glass .090"Saflex Clear And Color Glass .090"SoBex Clear And Color Gloss rn 'Eastmon Chemical Co.' By'Eastman Chemical Co.' By 'Eastman Chemical Co.' o INTERLAYERS INTERLAYERS — INTERIAYERS .090"Kuroroy SerltryGlaa By' Kuramy Se Americo, Inc 090"Kuramy Seita. Inc.- By nc By'Kuroroy Americo, Inc.' By'Kuroroy Amarlco, Inc: By'Kuroroy Americo, Ine.' �. M .090"Kuroroy Butocite PVB 090" Kuroroy Butocite PVB .090"Kuramy Butocile PVI S V) r By'Kuroroy America, Inc.' By'Kuraray Americo, Inc. By Kuroroy Americo, Inc.' z W 3/16"ANN. GLASS 3/16"HEAT STREN'D GLASS 3/16"HEAT STREMD GLASS0-, SILICONE SILICONE o N SILICONE PWDM DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 T NEVISEY N o DOW CORNING 899 DOW CORNkIG 899 DOW CORNING 699 ��Nyln•a�u.Fart& 1n W) n CE-1200 -1200 GE-1200 11eYlyCtla $ 3 r7 No 1 10 0 T�I11ok 0 3r 'l J rn 14 \ a F aNJ 14 ii \ in II \ ..1.1n,.,�, 1-n n i \ n \ \n \ as'SEW o " 1 I 1 XL EDGE SPACER O , \ / oo \ � AL' STEEL BY'CARDIN o DURASEAL BY'OUANEX' OR ,3 SUPER SPACER BY'OUANEX' o a 28 AT 1/4 POINTS 28 AT 1/4 POINTS 26 AT 1/4 POINTS a g og�+I 718" LAM. GLASS 7/16" LAM. GLASS 10" OVERALL INSUL. LAM. GLASS n GLAZING OPTIONS • " r n n a oo'ry Sg "d83$ L o a m c a s Falgr:JAVAD AHMAD c E CM/L_ 1 n CA. 3538 2 i l; $ £ 1 52015 drawing no. W13-01 sheet 5 0l 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 2UY WOOD BUCK 4 u U EDGE DIST. TYPICAL ANCHORS EDGE DIST., iBY WOOD BUCK OR !\ o SEE ELEVATIONS SEE OTE SHEET 1 WOOD STRUCTURE METAL FOR SPACING �{)ONCR6TE SEE NOTE SHEET 1 IL'* Ej8 9T "STRUCTURE s CONCRETE. E • • • "ja e a o ff Z Z o 13s mx •• • * mx • •• m m 7 23 1 1 I I N o C \9 • • • • • `+ I^• • n - j O I i i i 21 \0 0 3J • ••• • • •- •• ►IPICAL ANCHORS inrif J Gp r I I I J • TWICA ANCHORS • • • 0 FOR SPACING 0 IL Q 12 TYPICAL ANCHORS SEE ELEVATIONS •• SY EREVATWS • • **0 •• 0 a,. FOR SPACING FOR SPACING e3 j�—=_-__-__- j Q 3 LL 6 II MWL-DADS COUNTY APPROVED II II CLIPPED MULLION 8 i i I I I SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I(_-----_-___ ---- AND TRANSFER THEM TO THE BUILDING STRUCTURE. 5 N A 28 TYPICAL ANCHORS: SEE ELEV. FOR SPACING o TYPE 'A'- 1/4" DIAULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSI) MIN. LENGTH = 2-3/4" TYPICAL ANCHORS $ n SEE ELEVATIONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR SPACING p w 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) woNnm o a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) cd TYPE 03 ; E. TYPE 'B'- 1/4" DIA, ULTRACON BY 'ELCO' (F-177 KSI,Fy=155 KSI) Z_zE� x MIN LENGTH = 2-3/4" W DIRECTLY INTO CONC. OR MASONRY o 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) V o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ►RODLIcrREV19CD TYPE 'C'- 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) NIrM with 14 PMI` 28Ampa N INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") waD// _0 TOL/ INTO METAL STRUCTURES (HEAD/SILL/JAMBS) o STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 9$$ ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) �~ hadM�C°•Irel 2 P r� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 - g� I 1 1 u a W a&2 s i TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. c u==_ B INTO METAL STRUCTURE = 3/4" MIN. i 21 12 WOOD AT HEAD OR JAMBS SO - 0.55 MIN. `m I I 1 23 I i i i 13 CONCRETE AT HEAD, SILL OR JAMBS r'c = 3000 PSI MIN. vzi C-90 HOLLOW/FILLED BLOCK AT JAMBS r'm - 2000 PSI MIN. 1 Engr.JAVAO AHMAO 2 � ANCHORS MAY BE HEX OR FLAT HEAD. CML 5 SA.CAN. 33592 E' >f k • I • ° : SEALANTS: TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 5 201`, drawing no. EDGE DIST. SEE ELEVATIONS GE SCS2000 SILICONE SEALANT. FOR SPACING W13-01 DOOR DETAILS ,neet 6 or 17 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . U 3/8" MAX D 3/8'MAX. • • • • • ••• m ; SHIM O O SHIM •1 • • �CK • • • • •• •• p 2 2 , EE SMELT t• • • • • • it a ! : .. ... ... 9 o ACTIVE LEAF w TYPICAL ANCHORS IY 21 SEE ELEV. TYPICAL ANCHORS - FOR SPACING SEE ELEV. • • • •• ••• •• p G FOR SPACING• • •. • • • • • • 5 o IL w 23 27 PRODUCE REVISED J C p 7 t5 7 16 ••M pm"wR\1MFbd&25 a s f D.L OPG. YdriH C•M.��� /�,- `, METAL 25A 58 EXTERIOR STRUCTURE LEAF WIDTH 3 POINT LOCK Iw` , N WITH DEAD BOLT etc l A h SEE SHEET9 Mad Fb*r C•ebd DOOR FRAME WIDTH J a � n v O tj ^ 3/8'MAX. " SHIMd 3/8"MAX.'. O O 3 POINT LOCK 2BY WOOD SUCK - �N n� n C WITH DEAD BOLT OR O I SH�M. SEE SHEET 9 WOOD STRUCTURE 1 0 3 M CONCRETE 2 FLUSH BOLT SEE NOTE SHEET t Z Z 4� 0 MASONRY' ACTIVE LEAP INACTIVE LEAP 24 16 CoQ J TYPICAL ANCHORS 22 19 U.-2 w SEE ELEV..' 1. O FOR SPACbV: cWa p5 W TPICAL ANCHORS 7 7 7 SEE ELEV. m $ 7 •Coto? D.L. OPG. XTERIOR FOR SPACING m? t9 D.L OPC. E LEAF LEAF WIDTH WIDTH DOOR FRAME WIDTH c Engr:JAVAD AHMAD •° CML a n FLA. C�3538 92 u Jj A d 1 DOOR DETAILS 052015 W301 sheet 7 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... . . . TYPICAL ANCHORS u 0 SEE ELEVATIONS n_ FOR SPACING .;.EOGE'DIST.- . • • • • • •.• z 3 6 CoNtREf!~. ;.CONCREM. • . • • •• • • •• • C -� • • • • • • • • • y o " a � O • • • • • • • • • V O �+1 • ••+t• • • • • •• •• Qr lox 12 • • • • •• f Odaa 13 ••• • f 000 • • ••• •.• 0 Pm 3 Q g LL ZI_o J O M {{yy yJy� Q W O � N 26 aJ 3/e AX' O O MATING JAMB FASTENERS m SHIM 2 FOR LOCATIONS '^ �i 5 18 SEE DOOR JAMB SPACING $ a CONCRETE. 17 ON SHEETS 1 . 2 OR" 2 O MASONRY O K 0 N z �N o Z 0 NN�� C7 U'' f1 a•. $ M n I w 30 -M 1 #08�I N EXTERIOR o i 4 26 LEAF WIDTH D.L. OPG. - SIDELRE WIDTH DOOR FRAME WIDTH C 26 37'MAX. SINGLE (X) +�' 72'MAX. DOUBLE (XX) o g FRAME WIDTH z Cog TYPICAL ANCHORS 4'LONG APPLY SEALANT E ELEV. PRODUCFREVIM & H FOR SPACING BEFORE MATING �M X be rl. 3 AeceMyn N•/ 0/TOY ii •�Y n n gyMMiw da o 0 o R�n NOTE' LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" Wad lw/r •NCff4i v c< 12 © 13 S Eng,..JAVAD AHMAD c •� i CML I m FLA PEI 70592 o n CAN. 38 5 2015 CONCRETE: '� a v. • � ° � t drawing no. ° r EDGE DIST.• FOR SPACING TYPICAL ANCHORS W13-01 SEE ELEVATIONS SIDELITE DETAILS sheet 8 of 11 . . ... . . . ... .. .. .. .. . . . . . . . . . . U BILL OF MATERIALS MISCELLANEOUS.•. .•. •: .: :•• Z °° EXTRUSIONS ITCH F PART No. DESCRIPTION KA AL War. REMARKS ITEM B CODE PART No. DE T MATERIAL NAMF. REMARKS I CGI-189 FRIAC KAD AND SILL 6063-T6 CQ EXTR000t 21 H18 C-1947 • R(AK GASA'1 • • w • . STEAM AMESBURY OR EODIV 2 CGI-190 FRMS JAW 6063-T6 CGI EX IT 22 M6 32081 .350 ASKET w • •.• TON( IU(Y DI EOUIV 3 CGI-I% SIDELITE KAD ANO SILL 6063-T6 CGI EXTRUDER 23 ITS V333M .187 x.320 VEATKRSTRIP PALE V/CENTER FN VOOL IETRAFAB OR EODV 4 CGI-197 FREE STANDING SIDELITE JAMB 6063-76 CGI EXTRUDER 24 N8 V33321NG .187 X S01 HIGH PILE V'SIRIPPING V00.V/FIN IETRAFAB DR CONY 0 5 CGI-198 MATING SIDELITE IANB 6063-T6 CGI EXTRUDER 25 x9 LH-108-8 HIMM4 IR'X 40 . •• •.• •• KUMINUM OGt-CUSION �7I��p1y1x V 1 O a 6 CGI-t93 PANEL TOP AND IIITTDN RAM. 6063-76 CGI EXTRUDER 25A MN AB800-U532D (4 1 •) • • • . . • BRASS 161O.R 12-21 1 V 0 7 CGI-194 PANEL VERTICAL STALE 6063-76 CGI EXTRUDER z5H MII ABe01-us3 HIHGOI(4 u'X•l) • • Srs w�( 4I� x 1�) O Q 9 CGI-199 S"MOO( 6063-T6 CGI EXTRUDER 26 M4 CGI-3B2V D • . • • • VINYL CGI-CUSTOM 12 CGI-191 FRAM HEAD AND SILL CREV LOVER 6063-T5 CGI EXTRUDER 27 M7 3/8'-16 FIIILT T)REAOED NO- D V 3 T ZINC PLATED V1 �p ry 13 CGI-192 FRAME KAD AND SILL SLANTED SCREV COVER 6063-T5 CGI EXTRUDER 28 - SETTING BLOC((2 PER LITE) EPDN pIRO1CTCR 80l5 SHOE A LL 2 4N 14 CGI-121 7/16'(LASS GLAZING DEAD 6063-T5 CGI EXTRUDER - 14A CGI-123 I'GLASS GLAZING BEAD 6063-T5 CGI EXIRUOER Is CGI-210 SMEAR BLOLK PLATE 6063-T6 cGI EZTa(DEa NOTE' ITEM NUMBERS 8 10 do 11 ARE NOT USED Li 16 CGS-195 ASTRKGAL 6063-TS LW EXTRUDER 17 CGI-518 SCREV COVER 6063-T5 CGI EXTRUDER y LOCKING HARDWARE PRY N. BESCRIPIM MATERIAL MAIUF. REMARKS Kb � g � CGI-45M 3 POINT LOCK ASSEMBLY(ACTIVE LEAF) CGI-CUSTDI USER BY ALL OPTIONS V o v O CGT-1201 FLUSNDD_T ASSEMILY(INACTIVE LEAF) CGt-CUSI(M USED BY ALL 01-TIONS D'7IO1 1 5455 PASS ACTIVE LEVER(ACTIVE LEAF) BALDYW N 5455 FO BUM47 LEVER(INACTIVE LEAF) DAL" OPTIONAL 9 8231 KADIMT(ACTIVE LEAF) BALIVIN OPTION 2 JD60 DEADBO-T(ACTIVE LEAF) DEXTER BT SLH _ N RD 101605 ACTIVE LEVER(ACTIVE LEAF) DEXTER BY SDL CJ a 3 RO 707605 DKNY LEVER ONACTIVE LEAF) BEIM By SOL OPTIONAL Z Z n OPTION 3 082410 OEADBOLT tpCi1VE LEAF) CDY'FR CREEK T'RODUCEREVISED 3 O Li SSDL2221 ACTIVE LEVER(ACTIVE LEAF) COPPER FREER Y��yy��ATh.floesioa p DINT LEVER UNACTIVE LEAF) COPPER CREEKOPTIDAL6NIYY1�OrhA-epmeft IN. O LAL( U 0— w O Bl•W'. McalllBArr c4som SCREWS ITEM 1 PART Na DESCRIPTION REHARICS c o w:YJ� 18 1 14 X 3/4'ILEX HEAD TEKS-MILLION ATTACHMENT Rlci 19 1 6 X V2'PAN HEAD SMS-ASTRAGAL ATTACHMENT l2'FROM ENDS . A 20 1 10 X 1 1/4'PH SNS-ASSEM0.Y 3 PER CORNER z o o Ij gSgB O<m U D C n Ensr:JAVAD A/ILAAD '� 1 CML 1 ' FLA.PE 70592 o n CAN.5535 ¢ Y S B O U 015 drawing no. W13-01 sheet 9 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Vt.VU O I n • • • • •• • • •• • edt Ut Am Wy • • • • • • • • • a�IL AexmNY • •. ••• • 000 . a/ QF p W c U O •• • • • •• •.• •• v twkoge A.Y. � Lid."+�*Y • • • • � • • • • �7 r • •.• • • • • •• • C pp • • • • • • • • • 0 MV •• • • • • . ••• •• pyoN Rad Rad low Q 3 thy' Qg� Bdl Hwsig w 110 z 3/4'PN SNS �^ N Ad"t J rn N 0 Cannedian YMed C-t10A ky.d - - K.0pf■1/s'Pr US $ O N M Cybdo/Deadw i __ Cffeda Deo"t Ay- Any. 3 E� Auy. J - Taapkce / Pe ODLICCNwNI IE Anlr 6 Z_Z L,.. o ----'` Y•Yt�C.de 3 0—n A�p�i.eene/y-/ol X d tyllIr.x�o.0 4 Imo\ ` () Tailpiece n."dl Ad'nda M•r IM Ce••d *ed a" ° 4 s� rhed CIO. TOP SECTION SHOWN _ (BOTTOM SIMILAR) Flushbolts(Inactive Panel) " $ Top&Bottom oo"9, 9 �o c� I n Engr.JAVAD MIAIAD 'e CML i I CAN.533 O d 1 o o $ G 0 5 drowyng no. CQ CUSTOM W13-01 3-POINT LOCK sheet y,101 11 . . ... . . . ... i .. .. . . . .. .. . . . . . . . . . . . 0 see • • . 0 see U V 1.788 � v 3.825 125 .062 1.625 •O� ••••••• ••••• ••• ••• •• • • •• Q .750 90 .100 r� JoMa • • • • • • • • • 1.587 4.495 • •• ••• • ••• • p u 5.500 4 tz FRAME COVER ODOOR FRAME HEAD/SILL •• • • • •• ••• •• `+G ti 3.825--1 .825 .7 • • • • • •• • • O LL d Q Q 2 fT8 I •• • • • • ••• •• _ _ 1.410 F- Z� C 1.625 062 1.625 O TOP & BOTTOM RAIL QON�ol f c_- 5.500 5.500 13 SILL COVER .060 6.438 .075 26 o ,465 � 1.826 1.440 � V z O 1 w O� rn .075 --�1.063 4.495 =N O � N�rn 1.755 HINGE & LOCK STILE $ 3 NM e O C) N,M 3 d � SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER Z z .326 U .135 O 1.500 .185 PRODUC V REVISED .070 ,625 I °� . .245 ,j Aly •4fY IM 805 ppr{y -� CMMMee Ne /0/f•Uy .115 s o 1.622 1 k5 1.060 V.�SL. I' �^'w. o W o 6 O t 5 11haJ Iµ rc camw y3 16 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1.810 3.005 .675 �{1.061 ` 1.125 2.000--=1 I .995 .050 0 o g g n .120 1.482 090 .250j- .500 I < 1.184 I� .080 .Oao 14 120 4.000 GLASS STOP (LAM. GLASS) 4.000 .075 I E Jr.JAVAO AHMAO t o 4.000 CML 500 .125 .070��^- T- -`,70'5 �r+-.120 SCAN.PE A 8�2 .120 2.388 L-I 1.165 1.465 i -�- $ o .420 995 �U 870 � 7Q1!1 Browing no. 1.225 O O © 1.,94 W13-01 O4 g 1 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 10 of . . ... . . • • • • • • • • • • • • •• • • • see F LU)!,2U YO 20 1 •• PRIIOERM TSO OWING MATING JAMBSAILASSEMBLY FASTENERS TO IN INSTALLED Y% 00 PRIOR 70 JOINING MATING JAMBS , U 1 2` z / w �i O e 1 1 1 4s X'� Ll 3 / 3 /• 1 O / ' /-/ / .� / •• •• ••• •• / OG ,50 ON J° i • �' • • • •• /' 1 cq& / i j/• • • •• e • 1 Q3�6 LLzw= y a �1yy W �i F 1 j 1 j 1 2 v n HOLE CAP 11 ACCESS HOLE i n 1 ^ t i 25 o o 1 1 MATING JAMB I 5 5 in w FASTENERS E SEET 8 o FOR DETAIL I ~ N I $ Q SIOELITE JAMB CORNER SIDFI ITE MATING JAMB CORNER 3 oo "y DOOR FRAMF TOP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOM U o a ss 9 X56 - I L♦ �' uc9�e 1 IL un n as^a 27 n Eng,: JAVAD AHMAD CML � ZRA. PE N.7 T 92 0 dW113-01 LEAF TOP & BOTTOM CORNER sheet 11 of 11 TO s BCIS Home ` Log In % User Registration Hot Topics Submit Surcharge Stats&Facts ! Publications } FBC Staff % BCIS Site Map Links Search B u s i n e s PCofle551C1d� s Product Approval J USER: Public User e ut' smzmI IA Product Approval Menu>Product or Application Search>Application List>Appkation Detail FL# FL16708-R4 W, "' Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 •••••• fbcl@jeld-wen.com ••• •••• •••••• Authorized Signature Kaede McLaughlin ••• •• •••• •••••• fbcl@jeld-wen.com •••••• • • • Technical Representative JELD-WEN Corporate Customer Service •••• • ••••• • • Address/Phone/Email 3737 Lakeport Blvd. •••••• •••• •.... Klamath Falls, OR 97601 •••00• 000000• •••• •••••• (800) 535-3936 •••••• • customerserviceagents@jeld-wen.com • . • • •• • • • • •••••• Quality Assurance Representative • • • •••••• Address/Phone/Email • •• ;•; • • Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden • Validation Checklist - Hardcopy Received Certificate of Independence FL16708 R4 COI COI JW SS 2015-04-27.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL* Model,Number or Name Description 16708.1 Design Pro/Smooth Pro Fiberglass Single (X) Inpact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010871A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3480.odf Created by Independent Third Party: Yes 16708.2 Design Pro/Smooth Pro Fiberglass Single (X) Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010872A.Ddf Approved for use outside HVHZ:Yes Verified By: Hem-es F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes #000 Design Pressure: N/A Evaluation Reports • • Other: FL16708 R4 AE PER3481.od) ••• "' "'•• • Created by Independent Third'Party!Yes •••• • • 16708.3 Design Pro/Smooth Pro Fiberglass Double (XX) Impact Opaque Wor%od x 6-8 and d'0 x 8-0 Ir1+t i 90 and Outswing ••••• • • • • ••••• Limits of Use Installation Instructions •••• • • � Approved for use in HVHZ:Yes FL16708 R4 II A010873A.o1,l':000 •••• ••••• • Approved for use outside HVHZ:Yes Verified By: Hermes F. Norerra,Pfi b778 •••• ••••• Impact Resistant:Yes Created by Independent Thtq Eilrty: Yes • Design Pressure: N/A Evaluation Reports • • • '• Other: FL16708 R4 AE PER3482.oaf • ••• • ••••• Created by Independent Third Pariy: Yes • • 16708.4 Design Pro/Smooth Pro Fiberglass Double (XX) Impact Glazed Door 6 0 x 6 8 ft.6.0 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010874A.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3483.Ddf Created by Independent Third Party: Yes 16708.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O) Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010875A.odf Approved for use outside HVHZ:Yes Verified By: Hennes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3484.odf Created by Independent Third Party: Yes 16708.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O) Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010876A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: FL16708 R4 AE PER3485.odf Created by Independent Third Party: Yes 16708.7 Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O) Inpact Opaque Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010877A.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3486.odf Created by Independent Third Party: Yes 16708.8 Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010878A.odf Approved for use outside HVHZ:Yes Verified By: Henries F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3487.12df Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not went your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: aeirhat. • • •••• •••••• 4(`C`Flr[tT,v,�Tid1C5 • • • • •••• •••••• •• •• •••• •••••• • • • • •••••• • • .. .. . . . % .. . . . . . . . . . . . • ••• PREPARED BY: .jELD • • •• BUILDING DROPS,INC rWEN.--: : : 398 E.DAN48AH BV.,S .36 WINDOWS & DOORS; ; •; • • • • • 371/2"MAX. DANiA1—sr�E338o • •• ••• ••• ••• ••• O.A.WIDTH EA:(—)744..s3 wfs:w»w.6wicDAa.oD:.•om 6 1 DESIGN PRO/SMOOTH PRO FULL LITE 371/2"MAX. 6 •• • • • •• ••• •• O.A.WIDTH IMPACTAPPROVED •. ;•; ; ; ; ; ;• •• 5 6 Z "- nom" �o " FOR USE IN THE HIGH VELOCITY HURRICANE ZONE;HlHJ) : : :•• ; ; o f.,z a 6 a LU J •• • • • • • ••• •• t =� pQ 3 = s z �a Vi LU Mia = 6 c\ud + 0 � Z w my GENERAL NOTES: l7 a Z ,.�N= s ¢ U Ur = t 6 0 �.. s UO za F 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA ..'^ s n s e ACTIVE o Q 0 1 BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 00 1 + u Z 0 g 3 y u Z F-a" • TAS 201-94 z s s e ACTIVE 3?LL 6 z Z w Q WO TAS 202-94 3 Z" s • 3 r i a • i L7 J t/j LLJ TAS 203-94 j 3 Ci s s = °O Z Q 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 0 / / }tort V_ RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE w ay FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF '� ~cr d =3 INSTALLATION. r 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 3 + s s a 4 3 4 1 6 8 9 REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS + a 4 + 4 + 4 a 4 + 4 4 4 4 dd ADA sill,MP Lock,Radius l[. GL /13/1+ DOCUMENT. TYP.ELEVATION 1 TYP.ELEVATION 2 f'J•DDOR NE16Mi 1 raDDDa NEwNr 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 101 RPC malirw7c S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. III_UT 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEENND NNNT MENuTPERMImEDAm GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES. x<sromn-1 xc mri 7- NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. cJ F 11117j7j,/ REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT \\ o�, O /i PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY `�\4 q • .��/�� OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH r OH HEIGHT IS 2 1.0 NOTE: .'. ••• :p DOORS SHOWN ABOVE MAY BE LEFT 7 - OR RIGHT HAND OPERATING DOORS. /$TT u tv�.` Eu 76rj \ ti TABLE OF CONTENTS igitally signed by Hermes F.Norero,P.E. SHEET REVISION SHEET DESCRIPTION eason:I am approving this document ate:2014.07.06 095639-04'00' 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES DATE: 02.05.14 2 A TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DESIGN PRESSURE(PSF) 3 - OPTIONAL 2X BUCK ANCHORING DETAILS NOMINAL SIZE MISSILE DWG. Y: CHK. Y: CONFIGURATION INSWING OUTSWING IMPACT GL JM SS MSS 4 A VERTICAL ASSEMBLIES WIDTH HEIGHT RATING SCALE: NTS 5 A HORIZONTAL ASSEMBLIES POS. NEG. POS. NEG. ' X 3'-0" 6'-8" 65 65 65 65 LMI&SMI DWG-#:A010872A 6 A GLAZING DETAILS X RADIUS 3'-0" 6'-8" 65 65 65 1 65 LMI&SMI SHEET: OF9 7 A WOOD SUBSTRATES X T-0" 8'-0" 50 50 50 50 LMI&SMI A 8 A CONCRETE SUBSTRATES 1 9 A COMPONENTS&BILL OF MATERIALS `SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. • ... ... .. .. . . . .. .. . . . . . . . . . . . • • • • 0:6 PREPARED BY: INSTALLATION NOTES: A. 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q • • 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).•MA✓IIMYM ALLOW);LE ••• • •• BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER CrCLIRS.MINKS)MALL 96 • • • • •• 3M E.WEAR BEAOI BLVD.,54U.338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. •: • • • • • Wxw—H,EE 33aw • • • • ••• O.A.WIDTH 37 1/2"MAX. R3:195E1399-8518 • ! ••• ERx:195aI1uAn° 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT•NOT LIMI7ED•fd• • wEe:.,..w.e"�aineaoPs.Bwx STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TYP. to Lu 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 C2 3 TYP• $ OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORD4*PWIfH A14CHOFP •• ••• •• 'E O MANUFACTURER'S INSTALLATION INSTRUCTIONS. • • • •• Z O Z m O"'o S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHQRS IyTOt40f=TARC :0. • • `� 1D O W Z a JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MOWAR JdNT jNTO FOCE • • 0•• ••• y 0 Q "'LL'"a SHELL OF BLOCK. F 5 a Nx Oa Mid 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK - W It W O Q (1 m x CONCRETE/MASONRY CONSTRUCTION. °� — U } Q 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE O FOLLOWING PROPERTIES: Z O1 0 9 0 a 0 Z. A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. z u_ u B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. —< ¢ Q V C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH j 3 O w W Z OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O?< in O Qi PSI. J �F D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Q OF 2000 PSI. U W a 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR r F— LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. iD 'n REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM kdd ADA sill,MP Lock,Radm Lt. GL /23/1 EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. A2 A2 1 TYP.ANCHOR LAYOUT 2 ANCHOR TABLE 6'8"DOORS 8'0"OOORS wsrourwE mrEx"�woExPOa"`raeui.miw DFxwi.ixc rroxs,RDwrroru,xicB ANCHOR TYPE ANCHOR SUBSTRATE MIN. MIN.EDGE MAX.O.C. MAX.O.C. oEwsr wrxis oacua pxraTyEExDTrEB"ErrED RnD SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT \\\\�IIIII1JO7j, ' JAMBS JAMBS NOTE: \\\\ S F. 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X) ONLY. Z 1 WOOD SCREW #30 OR FRAMING 1-1/2" 3/4" 17-1/2" 17-1/4" = 7�/ S ITW TAPCON 3/16" CONCRETE/CMU 14/4' 2-1/2" 17-1/2" 17-1/4" — Q I CONG '�O •": , 3/8'- ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1/2" 17-1/4" y✓� 1-1/4"-CMU ITW TAPCON 3/16" CONCRETE/CMU 1-1/4' 1" 10' 14-3/8" ,Ey3n�ap� 7B�/ Tawm� iBYF CE B2 2-#9 X 2 1/2"PFH SCREWS DETAIL D2 25 26 DATE: 02.05.14 2-#9 X 21/2'PFH TM HOPPE PFH SEWS DWG. Y: CHK. Y: MULTI-POINT SHOOT BOLT G LtTJ M SSrMSS PLATE LOCATION DETAIL 82 (RH PLATE SHOWN) SCALE: NTS Dz DWG.#:A010872A TYP.HOPPE 1-BOTTOM SHOOT MULTI-POINT SHOOT BOLT BOLT PLATE SHEET: OF9 PLATE LOCATION HOPPE#2098911 SILL SECTION VIEW HEAD SECTION VIEW DEsweRD sxowx a3rswxEB swaAA RSWIRG sxowx ourevmDsxaitAR SEF DETaA @ SEF DFENI OZ • . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • PREPARED BY: • ••• BUILDING DROPS,INC. • • • • •• • • •• • 3%E.MHN BFACH BLVD.,5rt.3% • • • • • • • • • • •• DM1N BEROI,FL 33001 • • • • • Px:1950)399 M • • • • • • FF%:195113w.aiM • •• • ,••41/2�TYP. 4.1J••c•TYP.• � wEB:www.w�bxyerowc9n, T 1/2"OFFSET W 0 • • • • • • •• • m o' •• • • • • •h• 04 o opQ m Lu pp m5 Q C-4 l7 O� QZ yy a Z O= � U W 0 Z ao REMARKS BY DATE %dd ADA sill,VIP Lock,Radius Lt Gl 2L TY P.ANCHORLAYOUT vnoxu:x BUIX w coxmFlE/kWoxI1Y x wxwE an xalrttFX�EoxS�M NG OnOM,�lK. oxs,•owrioHs,HwHew�niw,on orwEa a� iaE xon vLaHrrEonnD 11/4"MIN.EMBED TVP. Z ``,,�J11FI N SEE TABLE 2X BUCK ANCHOR TABLE �CG�' •' •.�'QO�% oa p Py-,o`T6'8"DOORS 8'O"DOORS z Z ANCHOR MIN. MIN.EDGE MIN.CENTER ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER T f r = SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. i�O'.••� P',•�uf` L7,� SPACING AT SPACING AT .(� wJAMBS JAMBS i eMrsf.P7kwtt '� 2X WOOD BUCK INSTALL. i� 2X WOOD BUCK 0� �% ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" FarE I _ gCin>a ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 4" 25" 30-1/4" 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. 1 ^-cnnu �� DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: GL�TJM I SS MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. NTS SCALE: O 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.#:A010872A SHEET: OF 9 3 • ... ... .. .. . . . .. .. . • • • • • • • • • • • PREPARED BY: • • • • • • BUILDING DROPS,INC. • • • •• • • •• ••• • 398 E.MND3 BFACH Blw.,STE.338 • • • • • • • • • • •• DA0M BEAOI,FL 33 • • •• • • • • PM p 11 \\\ •••• ••••••• ••••• •••• kRIOR 11 . WEB:--l-gd,oz w F INERIOR EXTERIOR EXTEINTERIOR RIOR E XTERIOR Z) u m o S /- pLpu to 22 • • • ••• • - _ cr O W LL •• • • _� m 5�=- m�dLL p� w mY VI 1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL a J y (� OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING Z V ENDURA ZAIL4565F AFCO 1.2297 W ; yy O a= w; 11 F REMARKS BY DATE EXTERIOR -/ INTERIOR 7 dd ADA sill,MP Lock,Radius Lt. GL /23/1; INTERIOR EXTERIOR INTERIOR EXTERIOR 10 /. r 6 /. �g ' o Wu,AM.ms,3; �w M ARf x03 -=E.' S OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL —%% ;QUIC —1 4 INSWING/OUTSWING 4 INSWING /� OUTSWING �S F, o ENOURA HCI5000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 ``♦♦��C� * fV 7§/ �* . v . TA ir = 11 P.E. 13 G n♦ Ry,�BLk.�'J.I,��'�8j'It��'t 9 E1PEa95 INTERIOR EXTERIOR $ INTERIOR EXTERIOR /. DATE: 02.05.14 ul DWG. Y:CCHK. Y: GLrT1M I SS MSS SCALE: NTS g OPERABLE SILL _ 9 OPERABLE SILL DWG#:A010872A 4 OUTSWING 4 OUTSWING SHEET: OF9 OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F 4 .. .. . . . .. .. . . . . . . . . . . . • PREPARED BY: HINGE SCHEDULE HINGE DETAIL AT IAMB: Q PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP ••• ••• ••DOOR*EIGHT F i1U091V, BUILDING DROPS,INC. • • • • • i'-8'i • • o'•• � ase E.n4nw eEna eEw.,sTE.age Pnnw eEwcn,EL aaooE • • •• • \ PH:19501399-&1R • • • i'-oi • 4• • EAx:(9sa1T4E.nae •0 •• • WEB: —9&W,—P Ll 1 •• • • f O• 000 ♦• \ m a 1 19 • •• 1 �� • • wW ''Omo �� • • • • • • • O p'�m m • • • ! • • �. _ 11 • oc m Wadi �• • • • f a O INTERIOR INTERIOR \_ • • O =C J 5 r ~04 N F- 1- mfdLL 1-#9X2-1/2"PHILLIPS O LU m Y FLATHEAD WOOD SCREW V Q 0 \ 3-#9 X 3/4"PHILLIPS d Z N � FLATHEAD WOOD SCREWS 2 o W= EXTERIOR EXTERIOR` N 4-#9 PHILLIPS FLATHEAD WOOD SCREWS W p[ 17 USE 3/4"LENGTH FOR 6'-8"DOORS o 0a USE 1"LENGTH FOR 8'-0"DOORS 2 ac 1 LOCK JAMB 3 HINGE JAMB w 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR ~ F REMARKS BY DATE %dd ADA sill,MP Lock Radius Lt. GL /23/14 9-#9 X 13/4"PFH8 X 13-#8 X 13/8"PFH(6'-8"UNITS) W/HARDWARE 3/STRIKE HAPFH 15-#8 X 13/8"PFH(8'-0"UNITS) 8-89X21/2"PFH W/STRIKE HARDWARE COMES W1 HARDWARE H MD vw NOT eE REPnowuo iH WHOLE oe PART (6'-8"&8'-0"UNITS) wnHou 11I lcunsEnswWILDI ;o INC. W/STRIKE HARDWARE i-MPL STRIKE PLATE 4-MPL STRIKE PLATES 4-#8 X 13/8"PFH oon,°.iE't�T.RENoi�P"oE:MmEo M.21 1-REINFORCEMENT PLATE os TO T�s RnE Ti 20 HOPPE#2512296 c 11111111///�/ S F. EXTERIOR EXTERIOR . v T//YYT X 2 � = INTERIOR o INTERIOR �.. R�resce , emJ•��j����� �� ' T. 1. 7. 11 11 4 ROCKWELL MULTI-POINT LOCK JAMB 5 HOPPE MULTI-POINT LOCK JAMB 6 HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK. Y: GL JM I SS MSS SCALE: NTS DWG.#:A010872A SHEET: OF 9 5 . . . . . . . . . . • ••• • • • • ••• PREPARED BY: • • • • •• ••• BUILD INGDROPS,E.INC. • • • • • •• • • • • •• 398 E.OANIA BEAOI BLw3� 338 • • •• • • • µu'B • • • • • • • D F H:19591399-BC)8 ••~ • ••• • WEB:www.buiklingtlrops.cwn J • • • • • • • • • aD O T • ••• • • • • •• • Q N •• • • • • • ••• •• 1"MAX. 1"MAX. 1"MAX. "MAX. 2 F-� g 1/2"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE ~O a < n x6 LL INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR Q m ,,-118"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS N 0.090"SOLUTIA PVB INTERLAYER w 0.090"SOLUTIA PVB INTERLAYER w 0.090"SOLUTIA PVB INTERLAYER 0.090"SGP INTERLAYER C p Z' zm z� zm v. 1/8"TEMPERED GLASS 1/8"TEMPERED GLASS f 1/8"TEMPERED GLASS ?m BY DUPONT 0 Wo DOW 1199 SILICONE N 1/8"TEMPERED GLASS 0 m g DOW 995 SILICONE W a p DOW 995 SILICONE DOW 995 SILICONE DOW 995 SILICONE w" ai �) 22 22 _ 23 24 ~ r REDI-SEAL REDI-SEAL DOW 995 SILICONE DOW 1199 SILICONE REMARKS BY DATE (X)6'-8" GLAZING DETAIL r2-1\8'-O" GLAZING DETAIL 3 FLUSH GLAZE DETAIL 4 GLAZING DETAIL dd ADA sill,MP Lock,Radius Lt. GL /73/19 6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.LO.WIDTH 6 237/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS 621/2"MAX.D.LO.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-65 PSF ONLY HOEE OB 9n wµnainwnl�irzr�i a"or�sEHi Bnon,1:1. axs.Boa H1s : MEBaiiirzo.xo \`,1111111111/ U O <u� 'i��'Annywa+EBe• ��\�� i� VCS\\ �Bf&r1a1 . NOTE: FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS DATE: 02.05.14 BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN DWG. Y: CHK. Y: ABOVE. GL JM I SS MSS SCALE: NTS DWG.a:AO 10872A SHEET: OF 9 6 .. .. .0 . . .. .. . • ••• • • • PREPARED BY: 2X WOOD BUCK ilb ••• ••• • ••• • ••• BUILDING DROPS,INC. h= • • ••• • • • • •• •• 398 F.DN<WAER-111330ME.338 MIN. Z o / • • • • • PR:19561399-80J8 EDGE DIST. w � WOOD ANCHOR • •• • • • • • • 06. PAx:1956176738 SEE TABLE SHEET 2 w SEE TABLE ON SHEET 2 •• ••• • WE www.w�mi°6a<oo:.<om SILICONE w W O w ti ww 2X WOOD BUCK / ••• • • ••• •• • • —t °+'n i s 7E> • ••• • LL m p m F • • • • O i • • • • LU 00 •• • _ 0.25" =C H g x o N / p MAX. 2X WOOD BUCK O d Q WOOD ANCHOR SHIM V Ln m x SEE TABLE ON SHEET 2 MIN.EMBED. co SEE TABLE SHEET 2 Ln 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL Z g w 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED o ; ENDURA ZAIL4S65F p SILICONE (�y SILICONE SILICONE F REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK d ADA sill,MP Lock,Radius Lt. GL /23/14 2X WOOD BUCK u.aeuLRL Lu9oPs��nc. 4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL "" 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED ,111111111111177 AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 O A T T ir �'� Cn'mmsr.vnEsd' G����` o i R E % ``. SILICONE SILICONE SILICONE 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. Y CHK. Y: g OPERABLE SILL 9 OPERABLE SILL OPERABLE ADA SILL GL/T1M SS MSS 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL4565F ENDURA HCISM DWG-#:A010872A SHEET: OF 9 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. • • ••• • • • • . • ••• • • • • PREPARED BY: 1X WOOD BUCK • • • • •• • ••• BUILDING DROPS,INC. EDGE DIST. (OPTIONAL) ••� • • • • SILCONE 00 390 E. 0 SFA�a Ft 3 Blw30iE.330 SEE TABLE SHE ET 2 NN • • • • • rm:l9sal39ssE]e 2 • •• • fA%:1950)]00.0)30 CONCRETE ANCHOR ••• • ••• O wcx:www.wnaoanw..To'x ,�•,F �� SEE TABLE ON SHEET 2 � W N - CONCRETE/ � •• • • • • ••• •• —i > o w MASONRY % • • • • • • p m N i F BV OTHERS % • ••• • • • •• CONCRETE/ j F p b • • • • ♦ • • • MASONRY W p to iw • • • • • • BY OTHERS O W W52. 1X WOOD BUCK . 7•.• O Xl/ (OPTIONAL) / 0.25. C F m i Q1 N DO SHIM V CONCRETE ANCHOR Q to SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS O W MIN.EMBED. 4 SEE TABLE SHEET 2 Z Lu W V HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILLu � t2 z 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING-NO ANCHOR REQUIRED p Q } 3 ENDURA ZAIL4565F u iha••ai� w: SILICONE SILICONE SILICONE REMARKS BY DATE ADA sift,MP Lock,Radius Lt. GL /23/1, CONCRETE/ - _ CONCRETE/ - CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS N-WT e�wTiaxV wwrw El-N0TK onMD" xu�xx�xesroTxn oauuTxT •x 4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL 8 OUTSWING-NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 ``\\����,• ���' Ta jr Z o ° Po SILICONE SILICONE SILICONE iiii' E bail SCC`�xiM1n,tsa;�a njttYYSKSFYE.`�4 fE.E�A9"i 1 95 CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY A BY OTHERS BY OTHERS BY OTHERS DATE: 02 05.14 g OPERABLE SILL _ 9 OPERABLE SILL OPERABLE SILL DWG. Y: CHK. Y: 8 OUTSWING-NOANCHORREQUIRED 8 OUTSWING-NOANCHORREQUIRED 8 UTSWING/INSWING-NO ANCHOR REQUIRED GL TJM SS/MSS AFCO A-117 ENDURA ZOBL456SF ENDURA HCISODO ADA SCALE: NTS DWG-#:A010872A SHEET: OF 9 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM O EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. o • • !!• ! - • • ! •!• PREPARED BY: HO BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 PPE MULT-POINT LOCK Q DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 ITEM# • • FINGER-JOINTED PINE • • • • ••• • •! BUILDING DROPS,INC. SOLID PINE O •• • • • • • • • 398 E.OAlIW8EAC1l-,8iE.33a 1 FRAME HEAD/JAMBS e •• !!•• ••! •• O !LMI ATEDVENEER • (_l9s lu•PLn LUMBO .e3.o30ya0 .1l om COMPOSITE 2 (NOT USED) - B W J o 3 (NOT USED) - 00 • • • •• :••• • • • QF ¢OWmgo" T 4 ENDURA ZAIL4565F THRESHOLD Q••• 5 AFCO J-2297 THRESHOLD ••• •• LL AFCO A-276/P-2000 THRESHOLD tiii6 p (y °NW~° m0LL0 7 AFCO H-497 THRESHOLD - O O®Oo ®® O Q "'x 8 AFCO A-117 THRESHOLD - 0 a t � Q m 9 ENDURA ZOBL4565F THRESHOLD - O _— HANDLE ac Z Z 30 ENDURA HCI5000 ADA THRESHOLD - • *p4 ° ° HEIGHT 'L Q FW-ic Z.m o Q O l7 F URETHANE FOAM& • 1~S+ 11 WEATHERSTRIP $� Z • 0 N 1 0 POLYETHYLENE of HANDLE ° 0 O 4m OZ _ 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE '�O1 �0 � � 1.41 13 (NOTUSED) HEIGHT 14 (NOT USED) - O C=)o F 0 0 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL 0 0 • - ° REMARKS BY1 DATE 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ot1 %dd AOA sill,MP Lxk,Radius Lt. GL /23/14 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEEL m o 0 +tl 19 K W IKSET DEADBOLT SERIES 780 STEEL O AND ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT m +L1. ` 20 ROCKWELL MULTI-POINT TONGUE LATCH#732287808-0 UNIT STEEL M` s"A�N� nx 0.63" I , a n ui vEnwrr 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 0 0 ,`II\11111IIJJI7j' 22 ODL LITE KIT(LMI) 6063-T6 ALUMINUM O A ranau♦♦♦♦��$F. 0 ♦ i ♦ 23 FLUSH GLAZING LEG FIBERGLASS } 24 ODL UPLITE KIT(RADIUS UTES) PC ABS '/ '• '! i 25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL c 26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL +I 1.65"J� TA %' HERmESIJYNs �j♦�♦♦� OFRAME HEAD/JAMBS ENDURA ZAIL4565F AFCO J-2297 AFCO A-276/P-2000 HEAD SHOOT BOLT PLATE(LH) sy —11.. VARIES,SEE BOM AT LEFT O THRESHOLD O THRESHOLD O THRESHOLD 25 FOK �1 >s �— DATE: 02.05.14 I-- --I 4s7» 1.75" 4.563" 4.56" 5.62" DWG. Y: CHK. Y: OAFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HC15000 ADA O HEAD SHOOT BOLT PLATE(RH) GL JM $$ MSS 7 8 9 THRESHOLD 10 THRESHOLD 26 SCALE: NTS DWG.#:A010872A D �O® SHEET: OF9 -'I�I 4.58" 5.00• 1.75" 9 F'—4.62"------ o ��4.56"--I n BCIS Home Log In User Registration !. Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff i BCIS Site Map Links Search Busines Profess 'ha � Product Approval ���JJJ USER: Public User e uatoil u mi)i Ip Product Aooroval Menu>Product or Aoolica tion Search>Application List>Application Detail " r FL# FL16708-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies sees • 99 • • • 9. 000000 Compliance Method Evaluation Report from a Florida RegistereclArchibect or a LicWWed Florida • • Professional Engineer Geese* •• • • • � • 0000••Evaluation Report - Hardcopy Receivod•••• 0 00000000•• Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. 0000" :. ••• • 0009• y Evaluation Report 0 0*0 0 0 • • I • • •999• ` Florida License PE-73778 '••• *00*** •• •• � Quality Assurance Entity National Accreditation and Management•ins•t�utQ • •9 • Quality Assurance Contract Expiration Date 01/01/2018 0 • •9••.• Validated By Locke Bowden 0 0 •0 • • • • • • 999 x•999•Validation Checklist - Hardcopy Receive••d • • . • Certificate of Independence FL16708 R4 COI COI JW SS 2015-04-27.12df Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16708.1 Design Pro/Smooth Pro Fiberglass Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010871A.pdf Approved for use outside HVHZ:Yes Verified By: Henries F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3480.Ddf Created by Independent Third Party: Yes 16708.2 Design Pro/Smooth Pro Fiberglass Single (X) Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010872A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3481.Ddf Created by Independent Third Party: Yes 16708.3 Design Pro/Smooth Pro Fiberglass Double (XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010873A.Ddf Approved for use outside HVHZ:Yes Verified By: Henries F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3482.Ddf Created by Independent Third Party: Yes 16708.4 Design Pro/Smooth Pro Fiberglass Double (XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010874A.Ddf •..• Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.073778 ' • Impact Resistant:Yes Created by Independent Third PaftyrYes •••• 00004 • Design Pressure: N/A Evaluation Reports •• • •'• • Other: FL16708 R4 AE PER3483.r) ••••• too* • Created by Independent Thi+d•Ra i Yes •++• • 16708.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/0,*4t',X,O) Imilct Opaque Dopr,9,Fg x 6-8 and 9-0 x 8-0 Inswingomi"Y6wing •••• + •• •• • Limits of Use Installation Instructions •••• •r.. Approved for use in HVHZ:Yes FL16708 R4 II A01 08 75A.St•••• + • Approved for use outside HVHZ:Yes Verified By: Hermes F. Norejo, POE.••13778 • • • • Impact Resistant:Yes Created by Independent Th ird Party: Yes ,..••• ••'•• Design Pressure: N/A Evaluation Reports • • / P • g Y ? Other: FL16708 R4 AE PER3484.Ddt• • • ••• ••••• Created by Independent Third Party: Yes • • + • Y• 16708.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O) Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010876A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3485.Ddf Created by Independent Third Party: Yes 16708.7 Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Opaque Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010877A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3486.Ddf Created by Independent Third Party: Yes 16708.8 Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010878A.odf Approved for use outside HVHZ:Yes Verified By: Henries F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3487.(Ldf Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication Wth the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: eC.i __ 0000 • • 0000 0000•• • 0000•• 0000 000000 • 0000•• • • • 0000 0000•• • • 0000•• 0000 • 0000• •••0•• • • 0000 0000• 00:0 0000•• • 0000•• 0000•• • •• • • • • •so ••000• • • % .. . . . % .. . . . . . . . . . . • . ••• • PREPARED BY: JELBrWEN • • /Z •• BUILDING DROPS,INC. ' ' ' ' •' • • •• • 398 F.WNW BEAGH BLVD.,5Tf.338 WI NDOWS & DO C2RS ' ' ' • • • • • • • •• WNW=,"1133a00 • • •• • • • • • • . PN:195a1399-B FM; 7s • •• • • • • • FM;19561dNdin, ••• • ••• • wEB:www.dtil4inB4rops.com DESIGN PRO/SMOOTH PRO 371/2„MAX. IMPACT APPROVED •• •• • it .. O.A.WIDTH w ci m g • . . . . . . . . s 1 p z F— momN FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) •• 37.1/2r MAL•' :' '. 5 4 a z o •' ' Cr IAIDIsi • • W W w u a s • 1 • ••• •• ® p� OI< s 4 0cc Vj W GENERAL NOTES: ® K ZQ LZLI m g 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA \ 3 a Q Q O BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: F = 5 z Z d Z0 LU ' TAS 201-94LU r- • TAS 202-94 1 O J u O N - • LLI TAS 203-94 = 1 s 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE l7 ao¢ 4 C VI z z ACTIVE z to �` —z s 3_ s — RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Q FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3 Z LLI d s ACTIVE �, 3 0 s _ INSTALLATION. ,3 0 s = p z F d O ¢ / r 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR f A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add ADA sill,Multi-Point Lock GL /23/1 DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 3 a s s 7_V_8`N1 s 3 a s s e 9 RESISTANCE. 4 a a 4 9 a 4 lk,a a a4 4 4 4 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH rf\ TYP.ELEVATION 1 TYP.ELEVATION 2 DOORS ARE QUALIFIED. ra•..NFIBHr \IV ry tNwB HExan E."t°°ML'a eVwEo'u"°LE oB.4Br R TTF gONs NG OWRO"s,iNC ONS...—TING, NWBuxG9 TO NIS DOCONtFM 4nE NOT"vEBNtmEO4No 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT `ICICI II III J77 OVODUCT MEETS ERHANG SUCH THIS REQUIREMENT,PRODUCT SHALL BE AT OVERHANG(OH)RATIO=OH LENGTHS OH HEIGHT IS 2D WHEN LED 1.OAT LOCATION PROTECTED BY \\\\���5 F Q 1P Z':•�� ••• ••7'. NOTE: �L DOORS SHOWN ABOVE MAY BE LEFT =* q 7$-�-- * OR RIGHT HAND OPERATING DOORS. F G II P, TABLE OF CONTENTS HIPE " f-11111 Na z9sn SHEET REVISION SHEET DESCRIPTION igitalty signed by Hermes F.Norero,RE eason:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.07.0609:54:23-"DO' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 - OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK. Y: MAX.OM NALSIZE OVERALL DESIGN PRESSURE(PSF) G L TJ M SS MSS 4 A VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE 5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS 6 A WOOD SUBSTRATES WIDTH HEIGHT POS. NEG. POS. NEG. RATING OWE'•#:AO1OH71A 7 A CONCRETE SUBSTRATES I1 X 3'4" 6'-8" 65' 65 65• 65 LMI&SMI SHEET: OF8 8 A COMPONENTS&BILL OF MATERIALS X 3'1" 1".. SO• 50 SO• 50 LMI&SMI 'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • INSTALLATION NOTES: PREPARED BY:• • ••• • • • • ••• 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE •• • • • • ••• BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE • • • •• • • •• • 398 E.DANM BEAUI BLYD.,ITE.3M • • • • • • • • • • •• 330N CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. • • •• • • • • • aAVNMB N,fL:l950I39981ID • • • • • • • • • fA2:19sa/Taa.ang 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO • •• ••• • ••037 1/i"MAX. WFg:wwv.WY4ingdopf.pan STUCCO,FOAM,BRICK VENEER,AND SIDING. O.A.WIDTH 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TYP. W OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR •• • • • •• C2 C2• F- J$,^o MANUFACTURER'S INSTALLATION INSTRUCTIONS. • • • • _ e1„ • ••• • • P C o �OT6 S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR : : : •• • O ol JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE • •'�:0. ® Q SHELL OF BLOCK. •• • • • • • •• cc F- • 6. FOR 2K STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK y m g LL CONCRETE/MASONRY CONSTRUCTION. i Q >_ 'xg 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE = m m Q FOLLOWING PROPERTIES: ^ ¢ ip O �G A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. ¢ O 0 B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. mu C.GROUT-FILLED CMU-UNITSTRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3?Q z z Z }� OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 j N O w w Q i�•lo PSI. 0 z D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH U W 3 OF 2000 PSI. / 0- !� 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR r LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM iD ,I ADA MI,Multi-Point Lock GL /23/1 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 A2 ANCHOR TABLE 1 TYP•ANCHOR LAYOUT g•r s e•a•Doan NEIGNT AND3INU NOT BE RfMODOCED ix WIgLE OR IMT 6'8"DOORS 8'0"DOORS uiEannwaRnfoxwn xa�axHw fuapWgs TO'ZoocWExT ANREm AIME0AIt ANCHOR MIN. MIN.EDGE " ANCHOR TYPE SUBSTRATE SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. \\\1111171// SPACING AT SPACING AT JAMBS JAMBS NOTE: F O NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. ��``!(7�:• •��'�� WOOD SCREW #SO 1-1/2" 3/4" 17-1/2" 17-1/4" •� (.1 ZX WOOD BUCK OR FRAMING 7{Q�/ ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" -* x v . STT o ELCO ULTRACON 1/4" CONCRETE/CMU1" 17-1/2" 17-1/4" i T �' 1-1/4"-CMU 4% &Mr..E, Mo ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" 'g.f�/ \ `g B2 2-#9 X 2 1/2"PFH SCREWS DATE: 02.05.14 DETAIL D2 22 23 DWG. Y: CHK. Y: KH H SCREWS 12"PFH TYP.HOPPE G L TJ M SS MSS PFOEEMULTI-POINT SHOOT BOLT PLATE LOCATION SCALE: NTS DETAIL 82 (RH PLATE SHOWN)D2 DWG.#:A010871A TYP.HOPPE 1-BOTTOM SHOOT SHEET: OF B MULTI-POINT SHOOT BOLT BOLT PLATE PLATE LOCATION HOPPE x2098911 A SILL SECTION VIEW HEAD SECTION VIEW 2 0,4 WSWgW LgWN WISWg1GgMNM nigWING SHOWNOUTBWENG SIEOIM HE MTWl82 BFE DFTAI DE . . ••• . • . ... .. .. . . . .. .. . . . . . . . . . . . • 000 • • • • ••• PREPARED BY: • • 9 ••• ••• •• • • • •• BUILDING DROPS,INC. • • • • • • • • • 398E DANA BF A BLVD.,SR£.338 • • •• • • • •• )—H.R 33DOR • • • • • • • PH:1996)—,47. )8 • •T• ••• • ••• • WEB:wwrv.l"Ndin6d.ops.can a 1/2"nP. a 1/2^nP. F 11/2"OFFSET 00 • • • • • � ••• • • • i i• •• � moMo • • • • • •• • • o o 22'" •3• • • • • • • _� x� wLLaN 22. •• •o• • • • • ••• •• F U gx�_ L w �CL O] U,1 m y LL m ^0 1� XO my as Q Z pp Z; to = W� d Z a � h REMARKS BY DATE A ADA fill,Multi-Point Lock GL /23/14 vs_— Y P.ANCHOR LAYOUT RWIX W CONCTEIE/MRSOXM =1 AIT N Cg6FDR P1.1- M PAi1016.AOD1pNf,HW 1 MEMMF xOi iFRAHrtFDLnND 11/4"MIN.EMBED nP. `V,`111111111//��� F. 0 SEE TABLE 2X BUCK ANCHOR TABLE LD O i O O MIN.EDGE MIN.CENTER 6'8"DOORS 8'O"DOORS T/(T z i ANCHOR MIN. ANCHOR TYPESIZE SUBSTRATE EMBEDMENT DIST.70 TO CENTER N _ SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. i�O••. amu/` o SPACING AT SPACING AT u' 2X WOOD BUCK INSTALL.II JAMBS JAMBS F 2X WOOD BUCK tvt ANCHOR PER BUCK ANCHOR TABLESS fNY TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" a" 25" 30.1/4" rwE ad�pr i y1�9sn ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8`-CONC. 1" 4" 25" 2X WOOD BUCK INSTALL. �g12X WOOD BUCK INSTALL. 1-1/a"-cmu uass sEcrIDN scE vlEw DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: GL JM SS MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.N:A010871A SHEET: OF 8 3 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • i•• • • • PREPARED BY: /Z • •w •• • • f •i• BUILDING DROPS,INC. ♦ i• • • •• • 399 E.DRNW BEACH—.ST 336 • • • • • • • • • • •• DANIA BEACH,F133009 %��%��%/ j/� • • •1 • • • + • • • PH:1954I399-04J6 ••• •0• ••• • • • AX:1% 7-4736 ••• • wee:w.w.e6am6a.00•:.om \�\ 11 11 INTERIOR EXTERIOR EXTERIOR � _�� - INTERIOR $ 4 INTERIOR / EXTERIOR F m O •�• • • • • •• 5 s •�• • • •• • a to oLn �w 1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL 2E U a 4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING U W' ENDURA ZAIL4565F AFCO J-2297 W O w i�10 ws r REMARKS BY DATE A2EX�T�ERIORINTERIOR 7 INTERIOR EXTERIOR INTERIOR EXTERIOR Add ADA Sill,Multi-Point lock GE /23/14 10 � ArvD sxAU PwTx BEPeowa wxou Dx vA6r wrtxour wmrrtx coruExra eixiaNc 9twPs,mc. BArXws.ADarXws,xt9 5 OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL INSWING/OUTSWING 4 INSWING 4 OUTSWING 4 AFCO A-276/P-2000 OPTIONAL AFCO H-497 ENDURA HCIS000 7W- 11 11 'moi tC crt9.«wBxo PE. .J 9 INTERIOR EXTERIOR E ' 'SFJ' 8 INTERIOR EXTERIOR �/. DATE: 02.05.14 DWG. Y: GL JM SS MSS STALE: NTS g OPERABLE SILL 9 OPERABLE SILL DWG-#:A010871A 4 OUTSWING 4 OUTSWING OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F SHEET: OF 8 4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • PREPARED BY: HINGE SCHEDULE HING•DETAIL XN IAMB: • • ••• BUILDING DROPS,INC. P E X2:/241PFHSCP•L•NEXTJOWEATHERF#T�I P • 398 E.DANA BEACH BLVD.,5TE.338 DOOR HEIGHT QUANTITY ••: • : : : • • •• ANABEACH,EL3- • • U%11951139980)8 6'-8" 3 ••• _ • • • • • • EAa:195sP<1.4738 ` \ • • ••• • WEB:wwr.bulkBngYrops.[om 8'-0" 4 •• • • •••• • N•• 1 • • • • •• • IY LL z c T1 • • • • �0 m i�—°= 18 19 • • • zz W LL d N // \ / •• • • ••• •• o'o w %� 11 INTERIOR INTERIOR \� / / d 'n m g / \Q 1-#9 X 2-1/2"PHILLIPS Q \ FLATHEAD WOOD SCREW \ p z' \ \ 3-#9%3/4"PHILLIPS W N W° FLATHEAD WOOD SCREWS K EXTERIOR EXTERIOR` 0 9i 4-#9 PHILLIPS FLATHEAD WOOD SCREWS 1. 7 17 USE 3/4"LENGTH FOR 6'-8"DOORS T` USE 1"LENGTH FOR 8'-0"DOORS cj 1 LOCK JAMB3 HINGE JAMB 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY DATE Add ADA sill,Mufti-Point Lock GL /23/1< 9-#9 X 13/4"PFH8 X 13-#8 X 13/8"PFH(6'-8"UNITS) W/HARDWARE 3/STRIKE HAPFH 15-#8 X 13/8"PFH(8'-0"UNITS) 8-Jt9 X 2 1/2"PFH W/STRIKE HARDWARE "nDB W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) COMES W/HARDWARE T 1-MPL STRIKE PLATE T_ HALTEMTiONS,ADDRIOM, 4-MPL STRIKE PLATES 4-#8 X 13/8"PFH nx oowWpiAxoiMm�u Ew 21 1-REINFORCEMENT PLATE o �srorps E 20 HOPPE#2512296 `SS�4eS F p EXTERIOR EXTERIOR '• Ti KIN-TERIORo 7LIN-TERIOR E. Mr =.3N xEAejG��`�� w1(jR8 11 4 ROCKWELL MULTI-POINT LOCK JAMB 5 HOPPE MULTI-POINT LOCK JAMB 6 HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY WG Y. I CHK. GL/TJM I SS MSS SCALE: NTS DWG.#:A010871A SHEET: OF 8 5 . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . PREPARED BY: 2X WOOD BUCK Q • • • • • ••• BUILDING DROPS,INC. w • • • • •• • • •• • 398 F.DANIA BFACH BLVO.,STE.338 MIN. I"v=i • • •••• • • • • • • 00. • Dexo BFAOI,it330D1 EDGE DIST. Z ��/ WOODgHOR • • • • • %1:1(-)7 4738 -&1]8 SEE TABLE SHEET 2 p F •SEE T+.�E ON SHE�T:• • ••• • wce:www.w3e� _' n¢aro>s.cam SILICONE ow WN % 2X WOOD BUCK o za • ••• • • • • % p mom �w • • • • • •• • a 0 2 •• • • • • • ••• • L" s D.2s^ c N MAX. ZX WOOD BUCK p cc SHIM CL y m x WOOD ANCHOR SEE TABLE ON SHEET 2 MIN.EMBED. p CO SEE TABLE SHEET Q 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL o w' 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED � O ENDURAZAIL4565F SILICONE (_ �7 SILICONE SILICONE 1= 2X WOOD BUCK 2X WOOD BUCK REMARKS BY1 DATE Add ADA sill,Muki-Point lock GL /23/11 2X WOOD BUCK oxo sx L 1=-D ui=I ws��ic. 4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL 1. '-.°:ntP°:� 6 OUTSWING AFOZ OANOR REQUIRED 6 INSWIN297 AG-NO OA-276/OR RE UIRED 6 OUTSWING-ANOOANCHOR REQUIRED * gg 79! u ��i F�+�•,,6Rsr.Tdkk„�. N �I' SILICONE SILICONE SILICONE iy.�/.3�Iu�wso�Cpsa��c` ��� revt ttM NA�fIpIHTdMo.]9s]a 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK ---J— DATE: 02.05.14 DWG. Y: OPERABLE SILL 9 OPERABLE SILL � OPERABLE ADA SILL GL TJM SS MSS 6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL456SF ENDURA HC15000 DWG.#:A010871A SHEET: OF8 tp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW C SECTION OF HEAD OR JAMB AS LONG AS MINIMUM V EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . PREPARED BY: MIN. 1X WOOD BUCK Q EDGE DIST. w (OPTIONAL) • • • • • ••• BUILDING DROPS,INC. SEE TABLE SHEET Ni • • • • •• • • •• • ave F.oaxw efwcx Bfw.,nF.ase 2 aJ %�� CONCRETELIZ4 9LICONt • • xu aucr,ff asoos w SEE TARN tN SVV?2 • • °faX:ll SR)]aa.6]3R raw ••• • WFB:www.buikangtlro0 CONCRETE/ - w MASONRY i a BY OTHERS _ % CONCRETE/ fMASONRY •• • • • •• ••� •• �o.No �� -: j •• % • • • • • • BY OTHERS C) m 0 T 1X WOOD BUCK J.• • • • • • •• • • R p W d m (OPTIONAL) s • • • • • Z 2 F- w LL^o )I 0.25" •• • • • • • •• ••• O Q gx Naz T -4—MAX. p fr c v� � SHIM CONCRETE ANCHOR •• SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS O\�a ::) MIN.EMBED. cc U N SEE TABLE SHEET 2 d Q DJ HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL L W- OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED OW Z ENDURA ZAIL4565F OA U �o SILICONELLi W IR..� SILICONE SILICONE REMARKS BY DATE G - d d a]_ d dAdd ADA sill,Muhl-Point Lock GL /23/1 CONCRETE/ - CONCRETE/ - CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS Ano sxatf xoT et R1-1—cD ix Wxotf Of PART q OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL ^�`I`%ST0°°''°"E'NCTZ'"�°°"`° m Txn oocumfxT Au xoT xammfo Axo 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED ,``,LII11 i P111177j AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 � �Tj F. O 4. SILICONE SILICONE SILICONE /STT C . d- d _Q d- d - O O � C_ FeIF CfRT. N0.i95]R CONCRETE/ CONCRETE/ - CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS g OPERABLE SILL _ 9 OPERABLE SILL OPERABLE SILL DATE: 02.05.14 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 UTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK. Y: AFCO A-117 ENDURA ZO8L4S6SF ENDURA HCIS000 ADA G L J M SS MSS SCALE: NTS DWG.a:A010871A SHEET: OF 8 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. . . ... . . . ... •. .. . . . . . . . . . . • • !•w • • • • •• PREPARED BY: BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK Q ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 FINGER-JOINTED PINE • • • ••• BUILDING DROPS,INC. SOLID PINE ! • • • • •• • 398 E.DANIA BEACH BLVD.,STE-338 • • • • • • • w • •• ® DANIABEACH,FL3— 1 FRAME HEAD/IAMBS LAMINATED VENEER • •• • • • • PH:195413948078 LUMBER • • • • • • FAX 19541764.4739 O •• •! • *00 • wES:www waam4a.00s.Com COMPOSITE 2 (NOT USED) I I I I Q IIL�II �^�o 3 (NOT USED) •c • • •Y •w• i• W >�z M S ! • • • • • • FCt 4 ENDURA ZAIL4565F THRESHOLD - O • ••• • • • •• i • • •Y • • =p 5 AFCO 1-2297 THRESHOLD - • : : • • ; : r•• ••i O� LL g F-" 6 AFCO A-276/P-2000 THRESHOLD0 _j- OM f a 7 AFCO HA97 THRESHOLD - O 000° a �® O IQ- -2 m. 8 AFCO A-117 THRESHOLD - o 9 ENDURA ZOBL4565F THRESHOLD c O HANDLE 0 O e ° HEIGHT 10 ENDURA HCI50D0 ADA THRESHOLD - O aoo o v4� (S,c URETHANE FOAM& e oas ® O WO F 11 WEATHERSTRIP POLYETHYLENE n ° c J O Ao Z 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE HANDLE 0 o O I4i 13 (NOT USED) - HEIGHT 0- IWC--A 14 (NOT USED) _ O o O + 144 10, 35 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL ! p O ° REMARKS BY DATE 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ?4 Add ADA sill,Multi-Point Lock Gt 6/23/34 17 BUTT HINGE ISEE SCHEDULE SHEET 5) STEEL - - 18 KWIKSET LOCK SERIES 4D0 STEEL S a 19 KWIKSET DEADBOLT SERIES 780 STEEL O o _ ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT MENcoNSEEN—W LoirXOw"Ma`M INC. 20 ROCKWELL MULTI-POINT TONGUE LATCH#73228780 8-0 UNIT STEEL 6 iw T1M,omons,niBAEWT�v.3 DAH B 0.63" 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL `,T1\I1III l I'll7 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL O ® ��� ES F. 1" 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 1j1: 79" --1 1.65 v� T TCC OFRAME HEAD/JAMBS O ENDURA ZAIL4565FO AFCO J-2297 O AFCO A-276/P-2000 O HEAD SHOOT BOLT PLATE(LH) '. F I.�� ",° C�` .` 1 VARIES,SEE BOM AT LEFT 4 THRESHOLD 5 THRESHOLD 6 ` THRESHOLD 22 531�`` + SPE CEryrypflvyul�957S �I �^ 4.563" 4.56" 1_�- 4.57" 1.75" DATE: 02.05.14 I 5.62" DWG. Y: CHK. V: OAFCO H-497 THRESHOLD AFCO A-117 THRESHOLD ENDURA ZOBL4565F ENDURA HCI5000 ADA HEAD SHOOT BOLT PLATE(RH) GL�TJM $$ MSS O O THRESHOLD 10 THRESHOLD 23 SCALE: NTS DWG.#:A010871A SHEET: (� OF 8 4.58' 5.00' ------ 8 I N I I 1.75" �.J 4.62" 1�—4.56"—^I o t