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WS-17-2188
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Penni!' NO. WS -8-17-2188 ■ Permit Type: Windows/Shuttersm'trk Classification. Window/Door Replacem Permit Status: APPROVED Issue Date: 9/5/2017 Expiration: 03/04/2018 Parcel Number Applicant 1021 NE 93 Street Miami Shores, FL 1132050150070 Block: Lot: JUAN LAGOMASINO Owner Information Address Phone Cell JUAN LAGOMASINO 1021 NE 93 ST MIAMI SHORES FL 33138-2938 Contractor(s) Phone Cell Phone DEPENDABLE SHUTTER SERVICE (954)583-1411 Valuation: Total Sq Feet: $ 17,498.00 0 Type of Work: INSTALLING CGI HURRICANE IMPACT WIN No of Openings: 19 Additional Info: INSTALLING CGI HURRICANE IMPACT WIN Classification: Residential Scanning: 3 Fees Due ccF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $10.80 $4.35 $4.35 $3.60 $290.00 $9.00 $14.40 $336.50 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -8-17-65024 08/30/2017 Check #: 2784 $ 50.00 $ 286.50 09/05/2017 Check #: 2789 $ 286.50 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. September 05, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy September 05, 2017 Date 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION 4UILDING ❑ ELECTRIC ❑ ROOFING PLUMBING El MECHANICAL EPUBLIC WORKS JOB ADDRESS: 10,1\ N.6 q c. s• . CEIVE�) AUG 3 0 2017 ; m, FBC 20 IS Master Permit No. AS I 1-2-1 SS Sub Permit No. ❑ REVISION ❑ EXTENSION El RENEWAL CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Folio/Parcel#: -,17,5 -615 - Occupancy Type: Load: Construction Type: Miami Dade Zip: 33 13 b Is the Building Historically Designated: Yes NO Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): SU.at.)La �'�QS►'NIJ `(114)(41 .,tUhtillIC Address: (2 ` rue Tt 3`� . City: '(Y\ S\trla fe s State: �L Zip: 33 I 3 Tenant/Lessee Name: Phone#: Email: FFE: Phone#: Sas - 179 - -7996 CONTRACTOR: Company Name: �e(XY\614)\C'�.�,U tIrei Q'Cy�C Address: C _ City: V \ C., J State: F L.)amnG l�o� �oi� State Certification or Registration #: / ��j �I TA\ � n9�� 2 . Phone#: 9'S`1- 5'83 -4L4 I Qualifier Name: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $_ tt / y9 8 . 10� �4.6‘X Phone#: Zip: 3,3,7Iy Certificate of Competency #: Phone#: City: State: Zip: Type of Work: ❑ Addition Pi Alteration ❑ Description of Work: (I. !• anJ bpve-S Square/Linear Footage of Work: New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: �Ul C1 Submittal Fee $ b 0 Permit Fee $ 2-1") 03 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $_ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ / TOTAL FEE NOW DUE $ 2-86 • SD (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 inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument wasac nowledged before me this day of da, e,-,4 14,7, .1,.7,E me or who has produced _ A. Signature CONTRACTOR The foregoing instrume t was acknowledged before me this , 20 l-.--- , by ___4_ day of v�F- , 20 _113--- , by tol.who is personally known to , who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: r; as me or who has produced as ********* MAUFIC10 GARCIA Notary Public - State of Florida Commission # GG 13738 My Comm. Expires Jul 20, 2020 ******** ** identification and who did take an oath. NOTARY PUBLIC: / A, Sign: ,1/,.L. 4481 Print: a(z.,7- ro Seal: 4 ,„o;Pa'V4i„ MAt1CIC10 GARCIA c = Notary Public - State of Florida ' Commission # GG 13738 9: ************t*k"='*44*> GeaRa*i)opO **1i42e11442,1411 APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County OFF CE OF THE PROPERTY APPRAISER Page 1 of 2 Summary Report Property Information Folio: 11-3205-015-0070 Property Address: 1021 NE 93 ST Miami Shores, FL 33138-2938 Owner JUAN M LAGOMASIMO III &W NADIA M PALLAIS Mailing Address 1021 NE 93 ST MIAMI SHORES, FL 33138-2938 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,659 Sq.Ft Living Area 2,287 Sq.Ft Adjusted Area 2,232 Sq.Ft Lot Size 11,300 Sq.Ft Year Built 1947 Assessment Information Year 2017 2016 2015 Land Value $406,847 $378,917 $344,470 Building Value $155,347 $155,347 $155,347 XF Value $2,214 $2,245 $1,269 Market Value $564,408 $536,509 .. $501,086 Assessed Value $341,002 $333,989 $331,668 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $223,406 $202,520 $169,418 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5 53 42 BELVIDERE PARK PB 16-71 LOT 11 & 12 BLK 2 LOT SIZE IRREGULAR OR 10535-928 1079 1 Generated On : 8/30/2017 Taxable Value Information Previous Sale Price OR Book -Page Qualification Description 08/01/2007 2017 2016 2015 County $75,500 10535-0928 Sales which are qualified Exemption Value $50,000 $50,000 $50,000 Taxable Value $291,002 $283,989 $281,668 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $316,002 $308,989 $306,668 City Exemption Value I $50,000 $50,000 $50,000 Taxable Value f $291,002 $283,989 $281,668 Regional Exemption Value _ __._�_.__..._ _ _ _____ Taxable Value $50,000 ......................................................_.._..� $291,002 $50,000 $50,000 _ _.._... $281,668 $283,989 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/01/2007 $468,000 25892-4847 Sales which are qualified 10/01/1979 $75,500 10535-0928 Sales which are qualified 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 htto://www.miamidade.00v/info/disclaimer.aso http://www.miamidade.gov/propertysearch/ 8/30/2017 CSB Construction Trades ualifyfny Board BUSINESS CERTIFICATE OF COMPETENCY 06BS00065 DEPENDABLE SHUTTER SERVICE INC D.S.A.. THOMPSN WAYNE C Is certified under the provisions of Chapter 10 of Miaml-bade County 4"; /- QUALIFYING TRADE(S) 0023 GLASS & GLAZING 0029 METAL AWNG & SHUTR a tL Saws P.E. Sect. Seuetary of the Board Niarnt.Dade County retains a4 pcoperty rights herein NIAFtI� � wave.niam'dadegovt econorny crrc�vr 115 Business Name: Owner Name: Business Location: Business Phone: Rooms i . - - S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2017 THROUGH SEPTEMBER 30, 2018 DBA: DEPENDABLE SHUTTER SERVICE INC Receipt #:21-2oTEER TYPES Business Type: (AWNING ERECTION) WAYNE C THOMPSON/QUALIFIER Business Opened:08/23/2005 4741 SW 45 ST State/County/Cert/Reg: 0 5 -AE-114 08 DAVIE Exemption Code: 954-583-1411 Seats Employees Machines Professionals 2 CONTRACT( -X J For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: WAYNE C THOMPSON/QUALIFIER Receipt #52A-16-00007409 4741 SW 45 ST Paid 08/21/2017 27.00 DAVIE, FL 33314 2017 - 2018 1 Munirci pal Contractor's Tax Receipt Miami -Dade County, State of Florida -THIS IS NOTA BILL -DO NOT PAY CC NO: 0680085 BUSINESS NAM E/LOCATION DEPENDABLE SHUTTER S 3iMCE INC DOING BUSINESSIN DADE COUNTY OWNER DEPENDABLE S iUTiER SERVICE INC GO WAYNETHOMPSON PEES M®.0 RECEIPT NO. 7494283 MC EXPIRES SEPTEMBER 30, 2017' TYPE OF BUSINESS SPECIALTY BUILDING CONTRACTOR Pursuant to County Code Sec 1D-24 PAYM ENT RECEIVED BY TAX COLLECTOR 200.00 09/28/2016 0230-16-005627 This receipt is not valid in the fol towing Municipalities: Aventura, Doral, F6 al eah, Key Biscayne Miami Gardens, Miami Lakes, Palmetto Bay, Rnecrest, Surety Isles Beach, Town of Cutler Bay. For more information, visit www.rriarrdade_gov/taxcd lector Opening Size- (Wx H) 1. 14-1015.04 (Impact Door) 2. 15-0929.13 (Impact Window) 3. 15-0413.03 (Impact Window ) 4. 15-0929.13 (Impact Window) 5. 15-0412.03 (Impact Window) 6. FL15210.1 (Impact Door) 7. FL15210.1 (Impact Door) 8. 15-0929.13 (Impact Window) 9. 15-0929.13 (Impact Window) 10. 15-0929.13 (Impact Window) 11. 15-0929.13 (Impact Window ) 12. 15-0929.13 (Impact window) 13. 15-0512.19 (Impact Window ) 14. 15-0413.03 (Impact Window ) 15. 15-0413.03 (Impact Window ) 16. 15-0413.03 (Impact Window) 17. 15-0929.13 (Impact Window ) 18. 15-0929.13 (Impact Window) 19. 15-0929.13 (Impact Window ) 37 x 80 111 x50 37 x 50 74 x 50 37 x 50 37 x 80 31 x 80 37 x 38 74 x 50 36 x 38 36 x 38 36 x 50 36 x 50 36 x 16 36x16 36 x 16 73 x 50 78 x 49 18 x 37 FP -5' tS �g wiz J at:frt,�^1 pa {ti1?Id piw! }O! r 14 0 15 16 17 RECEIVED AUG 207 AAA 18 19 • • • • • •• • • •••• • •••• •• • • • •• • • •••• • • • • • •••• •• • •• •• • • • • • • • • • • •• • •••• •••• • • • • ••• •• 1 6 7 ,IR '`.-CT 10 COMPLIANCE WI Pi A'_L F` ULPAL "-TC �': ,r FY N. LS ANN PFOULAT:ONS 3 4 5 •• • • • • • �• Juan Lagomasino tb CO F- M fn CO p J CO - U) W N Z L/ � T UJ r COPYRIGHT E-TEMPEST.COM SCALE: NOT TO SCALE DATE: Aug 08, 2017 PAGE DESCRIPTION, Site Plan PAGE: 1 OF 1 LA 464 Lajo.�AS%nO /val AL4". 93Rd 54-, M14"; s � /cf../ 3313 8 Window and Door Design Form Fuz _1 or . • •• • •••• • • • •• • •• • • •• • .• •••• • �• • • • • • •• • - •••• Opening No Width Height Square Footage Wind *Zone Opening design Ch pressure POS (NEG) Design loads Product P Sppro NEG roval Appro# • •. •••• • • • • , •••• • • •' •' Comments. • • • • • • • • • 1 3, so ao• s ion,' s 4.45%3 461.7 +$o 80 14-10is. o • r•••': .•.• • ; 1 2 11 so 38 • S ..-.1' T 4.6S•v -65• o /r--092-9.13 •• • 3 37 So 0-. 8 +7o.a -7o.d is- 093.03 4 7y so AS. 6 .1.65.o -65-.0 /5--ov9. i3 5 37 go 0.8 4.70.2- -70•P tr-o9/3.*3 6 34. 8O 1'7.a 171.0 -7S•o C215)104 7 31 €o 11.4 r-73-. o -75:o x 8 37 3 5 9.1 +bS-o - 6s.v 1s --o9.9. /3 9 714 Sp x 6 +46• o - is o 1s- o9a4.13 10 3b 39 3 S �- � "I". 4-65• o- 65• o rs-o`1 n. 3 *Zone 5 is any opening within the corner distance from any corner. *Comer distance is .4 x mean roof height or .10 x width, but not less than Please complete the info Illation requested: Year Built: Mean Roof Height: Building Width: Building Length: Sill Height: Emergency Egress and Rescue Openings in sleeping rooms must meet the minimum requirements. On all submitted drawings or plans, indicate location of bedrooms. Each sleeping room must have at least one window or door with a minimum net clear opening width of 20" and a minimum net clear opening height of 24" with no less than 5.7 square feet. • pei,5 e aD 000 • • • •• 00.11 • • •• •• • •• • • •• •• • Window and Door Design Form •••• • • • • • •• .• •; • • • • Opening No Width Height Square Footage Wind *Zone Opening design pressure (Chart) POS NEG Design loads Product Approval POS NEG Product Approval # ..•. • •• •• . • •• •• • • ""• ••.. . Comments* • • • •••• • • • •• 11 36 38 q•S Zane6 +Ia.3 -6o.7 �?-6t•o -br.o ds. opf.l3 •••' ••. . )3 36 so t4)•,5 4. 7/.1 --71.9 is- osid•M iN 36 16 4 .•$o. o -$o. o is-- oks.03 lb 36 t 6 4 17 73 So .9.5.3 .pbsa -6S.o 4f-op?.8 .. IS 78 %-!q a.6•S 1.65.0 _es.o If -001.13 I1 ( g 37 ti• 6 .1- f 75.0 -7r. 0 is:acid is 2.19 *Zone 5 is any opening within the corner distance from any corner. *Comer distance is .4 x mean roof height or .10 x width, but not less than Please complete the information requested: Year Built: Mean Roof Height: Building Width: Building Length: Sill Height: Emergency Egress and Rescue Openings in sleeping rooms must meet the minimum requirements. On all submitted drawings or plans, indicate location of bedrooms. Each sleeping room must have at least one window or door with a minimum net clear opening width of 20" and a minimum net clear opening height of 24" with no less than 5.7 square feel. • • 2X WOOD BUCK INSTALLATION MASTER PLAN SHEET r • • • r • • 0 LO 2 ❑ Y co 0 3 h O a E U, A MULLIONS (PER SEPARATE CERTIFICATION OR PRODUCT-ARRROVAL, IF APPLICABLE) SHALL �NQ�BtA�` -ACHE TO -W OD BUCKING `E30D--MASONRY, 0 " �T�•�1B TRAe 96" MAX (TO STRUCTURAL MULLION) TYPICAL INSTALLATION ELEVATION (MAY VARY) ANC r0 PE fT B� FERIN ESS PRESSURE TREATED 2X (NOMINAL) �� U-TI�ERN YEL_ LOW PINE'�`BkJ_E'�'` (OR-BE,ZTER) BUCK ATTACHMENT ANCHORAGE TABLE SUBSTRATE IMPACT? A :••• :� .. • •••. • •• /• • •• i • EDGE DIST. ��-!,. ,.• • • • 3" FROM ENCS 8" MAX O.C. 1 " 2}" FROM ANY CONCRETE •• `• .••APPAOVEp ' .., •• •• ••4•�•j��\/\rC • INSTALL PetODUCT SYSTEM HERE •••EUNDtFt&CPARATE • CERTIFICATION) ". -` I—. 96" MAX (TO STRUCTURAL MULLION) TYPICAL INSTALLATION ELEVATION (MAY VARY) ANC r0 PE fT B� FERIN ESS PRESSURE TREATED 2X (NOMINAL) �� U-TI�ERN YEL_ LOW PINE'�`BkJ_E'�'` (OR-BE,ZTER) BUCK ATTACHMENT ANCHORAGE TABLE SUBSTRATE IMPACT? ANCHOR ROWS SPACING ** EMBEDMENT EDGE DIST. 3KSI CONCRETE OR FILLED NO i" TAPCON * 2 3" FROM ENCS 8" MAX O.C. 1 " 2}" FROM ANY CONCRETE % MASONRY 1 STAGGE• • ' E CONCRETE OR FILLED MASONRY YES i" TAPCON * 2 MIN AS PER ABOVE, OR MATCH APPROVAL 1i" 221" FROM ANY CONCRETE FACE WOOD (SYP#2 MIN) " WOOD SCREW 2 3" FROM ENDS 8" MAX O.C. STAGGERED +` — 1} 1" FROM WOOD EDGE NO WOOD (SYP#2 MIN) YES i" WOOD• SCBE I- `- !�"�ABOVE-,.QR��—� d [� ��r --MIN-ASTER. MATCH ir- _APPROV`AL '�• .-^.` 1 1" FROM WOOD EDGE 1" MIN TYP. * TAPCON TO BE ELCO ULTRACON, .TW BUILDEX, REDHEAD, SIMPSON TITEV, 0 APPROVED EQUAL FRAME & ANCHORAGE PER SEPA•'E PRODUCT HOSTOSUBST `'�Fr �I Eg �B -THPPPRROVA' LdfiIIEWPMAatCYXT%-, ANCHORS & S ACX A1 r 4S THE MORE CRITICAL VALUE FOR IMPACT INSTALLATIONS NOTE: WATERPROOFING & PROTECTION OF ALL MATERIALS IS BY OTHERS AND OUTSIDE THE SCOPE OF OUR CERTIFICATION SUBSTRATE - (VARIES, SEE TABLE) SEE TABLE ENVII VEf`c�� VARIES * • E A R * NOTE: 4" NOMINAL MINIMUM. BUCK EXPRES MUST SUPPORT FULL DEPTH OF GLAZED SYSTEM BEING INSTALLED BUCK ATTACHMENT DETAIL BUCK ANCHORAGE INTO HOST STRUCTURE SHALL MEET OR EXCEED THE REQUIREMENTS OF INSTALLING APPROVAL ATTACHMENT SPECIFICATIONS FOR NORMAL INSTALLATIONS (SPACING, EDGE DISTANCE, EMBED, CLUSTERS, ETC.) DESIGN NOTES: THIS CERTIFICATION IS ONLY VALID FOR (1) RESIDENCE 0 UNIT PER ORIGINAL SIGNED AN SEALED COPY. 5TH EDITION FLORIDA BUILDING CODE (2014) ASCE 7-10 LIMITING DESIGN PRESSURES. PSFPSF-(ASR)._BEOND THESE PRESSURES ADDITIONALREVIEW.SHALL BE REQUIRED.BY LICENSEQENGINEER rte_ ---` IMPACT CERTI�ATION•ONLY PER`INSTALLED PROD CT]r EE INSTALLATION NOTES FOR ADDITtONAGIIVFOR�IAT10 INSTALL ALL EN1,OSIN(�GG_�SYSTEMS PE�LO I�A PRODUCT APPROVALS WHICH SHALL BEERIFIED BY -OTHERS -AND IS OUTSIDE TH SCOPE OF THIS BUCK ONLY CERTIFICA1��`� N��1 H WOOD SHALL B ,PRES URE -TREATED SO ER YELL SPECI(IC_GRA`I` 0.55MINIMUf GENERAL NOTE PINE #2 OR BETTER WITH • • • • • 1. THfS=ENC,INEBR IS If�TEMDEp�T®' II INT-Rtcrib(VS1VOa, ISIS m-roNEO ST U GLAZED/ ONN-tM2 STt�lS'AS OROP SE CERTIFICATION ,‘fiIZJiE EX Ri=SS D'+1Ra MPP�E OR APPLICAEIMIT,s`OF 414 O REFEREE EM THE LIMITATIONS P IDE HE EINr FRANK L. BENNARDO, P.E. •• • a4,,G E N ERIG.IN STALLATIO N CORALtBUCifING TO SUPP9r • • ND P kOVIDED BY OTHERS. N9• • • E ISOFFERED AS TO THE VALIDITY OMPONENT USED ALONG•04-11 • •• •• • a 2. THIS DETAIL QUALIFIES ONLY THE INSTALLATION OF A STRUCTURAL 2X BU •IV • HOST SUBSTRATE TO FACILITATE THE INSTALLATION OF A BUCK ALONG WIT A • PRODUCT APPROVED SYSTEM. VERIFY APPLICABILITY OF USE OF A 2X WITH THE • INTENDED PRODUCT APPROVAL FOR THE SYSTEM BEFORE USE. • • • • 3. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY • EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL. 4. THE INTEGRITY OF THE EXISTING STRUCTURE TO CARRY PROPOSED LOADS IS OUTSIDE THE SCOPE OF THIS DETAIL. THE CONTRACTOR/BUILDING OFFICIAL SHALL VERIFY THAT THE SUBSTRATE EXPOSED DURING WORK IS SOUND FOR INSTALLATION OF THIS SYSTEM. IF DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE, THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO INSPECT AND EVALUATE THE DESIGN. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. 5. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 6. NO CERTIFICATION WHATSOEVER IS OFFERED FOR ANY EGRESS APPROVAL FOR THE PROPOSED CONDITION. ALL EGRESS AND ACCESSIBILITY CONCERNS SHALL BE ADDRESSED BY OTHERS FOR THE CONDITION TO WHICH THIS MASTER PLAN SHEET IS APPLIED. 7. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS GENERIC IN NATURE FOR THE PURPOSE OF PROVIDING A LIMITED ENGINEERED MASTER PLAN SHEET FOR WORK. THIS ENGINEER/ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRI TCTION:--ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN-AN-OepORTUNITY TO-REEVALUATE`OUR_W.C5K UPON DISCOVERY OF ANY INACCU I FORMATION PRIOR TO MOtIFIEAT EXISTING FIELD CONDITI�ANIXE6BRICATION•AAN��D IINSTALLAT�N MATERIALS. 8. EXCEPTiAS x�`�>;e�D D�HERE3�l, NOTA! g TIONAL CERTIFICATIONS OR AFFIRM{1 �� ...: f�`D , * ALTERATIONS, ADDITIONS+ jIj;"OTHER MA ° ING�� 0 THIS DOCUMENT ARE NOT PERMITTED I�ND NVAtrI TE VR{CERTIFIC NOTE.kITei TENSURE }H[s�RESP_ONIQIBI Q' O�F:T�f{E�,PERMI • LD I ANDiGHE BUILDING OFFICIAL DUSTIFAPPILWAL IS APPROPRIATE FOR THE LISTED O ES`BURE,-LF E.•A,_ tlH ION E PP OVAttFFALL BE BY OTHENS, AND RS RS AND IS OUTSIDE DED USE. PROPE USE F EACH PR DU THE SCOPE OF THIS CERTIFICATION. �IF DRIED CWIFYAG P. APPEARS BELOW JEFFREY FRIANT,PE PE60974 VALID FOR 1 PERMIT ONLY U.N.O. VALID ONLY WITH ORIGINAL ENGINEER SEAL W •• •�•�QLLcwa• � �Q W o ;67 '•itnij O m 1• N K �N• • C7• • ••Nce a=W•• • • O Lu •-� Ct g••• •• • • • • ••• • • • •• J • • • • • • • • • • a 0 0 • 0 U u_ z re REMARKS w z COPYRIGHT ENGINEERING EXPRESS® 00 -MPS 14-515 SCALE: NTS UNLESS NOTED OF • • ••• • • • ••• •e •• •• • • •• •• • •• • • • • • • • • ••• •• • • • • •• • • • • • • • • • • • e•• • • • • ••• • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• •• • • • • • ••• •• • • • • • • • • • •• • • • •• ••• •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 06/30/2015 - 2:58pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C (Current).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof DESIGN PRESSURES (PSF) -ZONE 4 � Tributa Area 5• Ft Height 10 15 20 25 30 n 40 +'', M. 50 0 -10 ft -49.1 +45.3 -47.9 +44.1 -47.1 +43.3 -46.4 +42.6 -45.9 +42.1 -4 +4 •- �•� ; �\4 -...• I 11 ft -50.0 -48.7 -47.9 -47.2 -46.7 -4 +41.2 •;114'.5 7 11 ft +46.1 +44.8 +44.0 +43.3 +42.8 +•e%h.1.6 -53.4 -52.7 -52.0 ? -50.7 -49.5 -48.6 -47.9 -47.4 -46.• •TT``'•...�j .;,•�t� �8'• 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 �•: FJ1.9 -53.5 13 ft -51.4 -50.2 -49.3 -48.6 -48.0 -47.6 -47.2 -46.8 -46.5 +41.9 +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 14 ft -52.1 -50.8 -49.9 -49.2 -48.7 -48.2 -47.8 -47.4 -47.1 +42.5 +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 15 ft -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 +43.0 +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 16 ft -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 +43.5 +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 17 ft -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 18 ft -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 . +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 19 ft -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 . • +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 20 ft -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 +47.6 +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 22 ft -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 +48.1 +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 24 ft -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 +48.9 +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 -64.3 -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -. A: +50.4 26 ft +53.5 +52.1 +51.1 +50.3 +49.7 +•I:=illig2•: -71.6 +53.5 i, •'.3 .• -64.0 + 49.7 -58.8 -57.3 -56.3 -55.5 -54.9 -5 -69.7 -mi -MO ..O 1 28 h +54.2 +52.8 +51.7 +51.0 +50.3 +•: +51.7 30 ft -59.5 +54.8 -58.0 +53.4 -57.0 +52.4 -56.2 +51.6 -55.6 +50.9 -5 +gin .. - ;. 4 -68.5 • • . 33 ft -60.5 -59.0 -58.0 -57.2 -56.5 -5�.` +53.4 1... rte• .6`" +50.4 +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.� , '�9.9 36 ft -61.4 -59.9 -58.8 -58.0 -57.4 -56.8 -56.3 -55.9 -55.5 +51.2 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 40 ft -62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 +52.0 +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 45 ft -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 +53.0 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 50 ft -65.0 -63.4 -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 +54.0 +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 55 ft -66.1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 -60.1 -59.7 +55.0 +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 60 ft -67.1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 +56.0 +61.9 +60.2 +59 1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 ZZ17-tiiSdV1-00 OO SS3ildX3 ONR133NI9N3 1H9IllAdOD REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/12 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDmONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - ZONE 5 � Tributary Area (Sq Ft) Ight -Jr,I 15 20 25 30 35 40 45 50 -6II7' 1-58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 •.. +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 11 ft -6T7 -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 ? +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 12 ft -62.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 13 ft -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 14 ft -64.3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 15 h -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 16 ft -65.8 -63.2 -61.4 -60.0 -58.8 ; 's'� -55.5 +49.2 +47.9 +46.9 +4 r" , +44.0 -66.5 -63.9 -62.0 - ^ .8 -56.1 17 ft +49.7 +48.4 +47.4 +4 .• `�,q. _ . �� � • .8 +44.5 -67.2 -64.5 -62.7 - oh �.0 r 7.4 -56.7 18 ft +50.2 +48.9 +47.9 +4 . • �•... 46.1 , +44.9 -67.8 -65.1 -63.3 -6 .: r*• -•;,..m.-1 7 "'.• -57.2 19 ft +50.6 +49.3 +48.4 +47.6 +4Z0�••-•I1-•"�6.1 +45.7 +45.3 20 h -68.4 -65.7 -63.8 -62.3 -61.1 -60.1 -59.2 -58.4 -57.7 +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 22 ft -69.6 -66.8 -64.9 -63.4 -62.1 -61.1 -60.2 -59.4 -58.7 +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 24 ft -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 6 ft -71.6 +53.5 -68.8 + 52.1 -66.8 +51.1 -65.2 + 50.3 -64.0 + 49.7 -62.9 + 49.1 -62.0 + 48.7 -61.2 + 45.3 -60.4 + 47.9 28 ft -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 0 ft -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 33 ft -74'6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 36 ft -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 40 ft 77'2 -74'2 -72'0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 45 ft -78'8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 50 h -80.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 55 ft -81.6 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 -69.7 -68.8 +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 60 ft -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 WIND VELOCITY = 175 MPH EXPOSURE 'D' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE CRI -r USE OF CRITICAL CO 2. TABLES VALID 07 �'- 3. TABLES VALID Fir • • ��� LESS THAN 10° SHA i 4. IDENTIFY THE B CANNOT BE IDENTIF r 5. ALWAYS ROUND ••:�.t• MRH 60' BASED ON Kd = 0.85 ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. ITH THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. �= ,. APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. 'SOF HEIGHT. IF THE MEAN ROOF HEIGHT . T. LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI fiiyy��! E OP NING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MI - =�•-% -Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULL% jF E TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL 40 SQU V FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DO\MOTO THD LESSER TABS6rW\IUE. FOR LARp5F6 • • TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGESI•PUDLISHED VALUE. • 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIM (ZONE 4) OR EXTERIOR (ZONE 5) PER. THE FIGURE OR INFORMATION BY OTHERS. ANY OLLIIgVICLNABLE OPEIIIN G SIO BE • CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE.• 8. READ OFF POSITIVE AND NEGATIVE PRESSURF•5•Fpg WV AS REQUIRE[, BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 4 • 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE:VIA ARE UNDEjt-DESI NED BY FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITK LOCAL MUNICIPALjTY PliTO•ITO TABL USE GENERAL NOTES:•• + • 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRES•t%SIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 ARElCHDPFER 30 PART4.•0943, USING Tea a • • • CRITERIA AS OUTLINED HEREIN. • 2. DESIGN IS BASED ON THE 3 SECOND GUST ( HEAD EL•LCCITY) FOR THRWIND SPEED AND• EXPOSURE SPECIFIED. THESE TABLES NOT FOR E ISSENTIAL FACILITIES OR ASSEMBUi OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 R FLAT RRAIN 1 ONLY. THESE TABLES • • NOT VALID FOR HILLY TERRAIN. INTERNAL PRESS&RE COEFFICIENT dim+/ 1.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY LIGE OFoICd oDIRECTI NALITY FACTOR) VgIjH • LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HI+RRICANE•ZQ4IE. TV:LES AR • • � WALLS AND VERTICAL SURFACES ONLY. • • 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE =PILES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CO • :_ TING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTEN BUILDING DEPARTM VALUE USE IS OFFE • r .,y=• .-1'.''. '---'7,--'115 5. THIS SPECIFICA • 111,�1y.�,)5 (7'' y 7 ER ANY PRODUCT APPROVED CERTIFICATION. RE' ` •�.L:g• •F MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE- r r.:)I�/• TIO �) - ``MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS Tr r='.4'^`:Y 0 l;,L�GCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL (• �'�r J• O yr • ]ATEM ORDINANCES. 7. NO CERTIFICATIO• `" ,.A.t.�•• �� , --• TY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY P.-:- IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. • ND VERIFIED BY THE GOVERNING RRANTY FOR APPLICABILITY OF TABLE a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (Sm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 5TH ED. FLORIDA BUILDING CODE (2014) ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISO v IC ENGINEERING EXPRESS® CORPORATE OFFICE. 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P:(954) 354-0660 F:(954) 354-0443 CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM ggiamwmalaIMMIIINO 113SOG MUMBLE SHUTTER Iffe GLASS The company you can DEPEND on! Wo No ri LEAD SOURCE: e/72/5%7/01 �dL EXCELLENCE IN IMPACT GLASS, ACCORDIONS & ROLL -DOWNS HIGH RISE SPECIALISTS LICENSED & INSURED 954.583.1411 • www.dependableshutter.com DEPENDABLE SHUTTER AND GLASS • Phone: 954.583.1411 • Fax: 954-791-0840 4741 ORANGE DRIVE, DAVIE, FLORIDA 33314 CC# 06 -BS -00085 • CC# 05 -AE -11408-X • CC# U-21156 • CC# U-21693 PROPERTY OWNER: ,g/i/4/ 4/ L/aGo /J745/A/0 PURCHASER/AGENT: (IF NOT PROPERTY OWNER) JOB SITE ADDRESS: //6a/ ol/E. 93" ST - ),141.4" .5a: 5,, 12.. 33/.38 ..,7;eA✓• tAGoAzas/No• a*/00 • 0µ3 y79 7996 RESIDENCE TELEPHONE Ade CELLPHONE r�� 1-M,ii /glikr. so LIDAde Gloss %%dotiS � ecie ne0 4� E1 S4Q/ES //d.'s 1 Crii vcnuJ w A .0 rea/ [y- s6e/es /ao f/ ,•zgr 1 w sigete- 275 XeKteS/30 -'//L '/// iG -dies/loo - iD a /j /Pa Gulfs mi5e2//- Jiie,25 ai8 - Wiiii. e.l.re cvfw .t : •' • k./� • • • �eir ZS%/�49�° /�j /hc- ,�?�17rgi L 1 . ! 4rjo/7-0A4/Y .0,91(47&ar �3�dtC0 �//( PRODUCT: Lg IMPACT WINDOWS/DOORS O ROLL DOWNS COLOR: FRAMES: 14~e 04-a°111%%;71 O ACCORDION O NON -IMPACT WINDOWS/DOORS TINT 'azad 406., a- 364 i • DATE: 7/'"/'7 ESTIMATED DELIVERY: 3/- 4'//7 i rfl fD OPENING SIZES: * ' \ ::�s� ��;7yxo-a j,.. ./a 2 i/fxsl ixtiCela 17. G T IF.o (,*—ci1,I ' 3. 37Y1l /'G 72-Y80 v..Fo (M , 1271 � • 4, 7./K-51) O' 19! % f?X� Act* ' o./9X38 5� ft, ,3-7x...7-0•A". 5. .rt./� 3248 2.., 1. '-'2'1•• I 14 6. 2 Xjj2 s.r.a� iec 7. b 22. `8.37x343 Is — YA 76r"P' A: litk 2 1(�, ,$ 14 9 . 3-7v5q, Sa� 10. 25)A Cdr 11. 2,-7.),‘Ni 6to ma ff�°sr � 12.`3 7 YJ`U IePexj r -- J _ fug I� r (jc0 13. `�7 y'37.)/ 2. 8 Jati o Re Jm, 4 n0.6/�!� _M. i 1 i - 14.37X/9 fl, 29 fo ret 15. 57 X77 r -c, 30. N� 1 // / NOTES: Pai ria,Irs yo I /Ias/f ore f/!o,✓ f,..0.1.fii6g eglym�ir r5 .30 %• 0A, 77/ rT1 etr/)/!lx 30/ Da' 10.64/ /A/SM`oOXS Qfos/fbfe /9J.e- '7274 Seller shall have the right at any time to review contract, terms and cancel if such review Is not acceptable to its Engineering Review Department. In the event of cancellation by Seller any deposit will be refunded. "BUYER'S RIGHT TO CANCEL" This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement If you cancel this agreement. The seller may not keep' all or any part of any cash down payment Executed in three copies, on c of which was delivered to, and receipt is hereby acknowledged day of 20 Purchas Purchaser REGULAR SALES PRICE $ /8 f J a7a." (!J D/sCudNT /n/CONeTRc.✓ic5ACT a9,�'i„/y;/ AIAL$ 98 /7, 4 TOTAL DEPOSIT /4/Cc G/Vt Ahedit4$ /f C//eC/ *BALANCE DUE (ON DATE OF INSTALLATION REGARDLESS OF ANY OPEN INSPECTIONS) ••• • •••• • • •• •••• • •5 • • • • • • 6, 99.9 a 1(362. $ do, CUSTOMER INITIAL CONSULTANT Maintenance Highly Recommended Dependable Shutter and Glass will offer the original purchaser lubrication and maintenance once or twice a year as required. From the date of installation, a minimum of a $100.00 charge is due each time this service is provided. WHITE- OFFICE YELLOW - CUSTOMER so549L y9o`i •�is4'0( r -S •••••• • • ••_.�p' • • •• • •• • • • „I..., ys •••• • • •• • •• •• •• ••• • • •••• • • • • ••• • •• •• • • •• • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Prodxeti,Eontrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade eoupty) reserve thee right to have this product or material tested for quality assurance purposes. If this product dr matgfin fails to perform in the accepted manner, the manufacturer will incur the expense of such to Iiii and thrA$J may immediately revoke, modify, or suspend the use of such product or material within Mil jurisdi ition.• RER: reserves the right to revoke this acceptance, if it is determined by Miami-Dade curry Prodpir Oontrol Section that this product or material fails to meet the requirements of the applicablebuiktiag code.... This product is approved as described herein, and has been designed to comply w+itire Floriria�tlilding. Code, including the High Velocity Hurricane Zone. DE : Series "238" Outswing Aluminum Casement Window - L. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.gov/economy • •• • • •• • • • • •• W98-100, titled "Series -238 Alum •• Casetnent.Wdw, (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 1 ff " :, with revision J dated 04/10/15,•Apared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - D. e nty-Product ec ion. MISSILE ACT RATING: Large and Small Missile Impact Resistant' ch unit shall bear a permanent label with the manufacti name or logo, city, state, to uct Control Approved", unless otherwise model/series, and following statemen • 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. ber-preceded-by-the-words-Miami-Dade-C-eunty, Fler-ida; 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# 14-0506.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. _.:. . MANMADE COUNTY APPROVED i NOA No. 15-0512.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 Page CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) 2. Drawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS I. Test reports on: 1) Uniform Static Air Pressure Test, Loading pea' FB,C TAS•M 94 2) Large Missile Impact. Test per FBC, TAS 20ri94 ..• . .• 3) Cyclic Wind Pressure Loading per FBC, TAS•20'94 • • • along with marked -up drawings and installation diagram of a series 2500 PVC fixed • • window, to qualify DuPont "Butacite" PVB interlayer, Duraseat(44461 Supei; ySpa er® • • insulating glass spacer, prepared by Certified Test Laboratories; West ReportaiN • • CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramestfat c'atel, 13.1i.••• 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading perlIF TAS 202-94 • • 2) Large Missile Impact Test per FBC, TAS 20,1-94. 3) Cyclic Wind Pressure Loading per FBC, TAS n3:94 • along with marked -up drawings and installation diagram of a series 7400 PVC•pioject out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-+3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulatingglass 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 9 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. P.E. (Submitted under previous NOA # 14-0506.01) Manuel Pe '.E. Product Control c y iner NOA No. 15- I 12.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 . 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry H4tem, RL • ° (Submitted under NOA # 12-1220.19) •• • •• • •• • •6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading per Me, TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202-94••••' °•••••: • 4) Forced Entry Test, per FBC 2411.3.2.1, and LAS•202-94 • • • • along with marked -up drawings and installation diagram of nri akiminurm casement window, prepared by Hurricane Testing Lab., Inc., Test R ildilS:No. HT'L-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B apdated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abratuti, I.E. • • • • ••• (Submitted wider NOA # 081010.02) •.: 7. Test reports on: 1).Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted -un .•• • • • • • • E-2 Manuel Product Control Ex er NOA No. 15-0512.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by.Yan;til Kuria N, (Submitted under NOA # 96-04X7.03)• ' • .. . .. . .. .. . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyi,pgy thth FBL-•2.g10, • dated 4/24/14, prepared by Al-Farooq Corporation, signed and realeAby Jay.�. . . .• Ahmad, P.E. •• •• •••. (Submitted under previous NOA # 14-0506.01) . . . •2. Glazing complies with ASTM E1300-09 ' • . .. . • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. E-3 Manuel Per Product Control Ex' min r NOA No. 15- I .I9 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying wit 11, 2014, issued by Al-Farooq Corporation, signe (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and ,seal .d by Vann.'. Abraham, P.E. (Submitted under NOA # 08-1010.02) • 4. Laboratory compliances letters for Test Reports No. HETI-08-2243' • • HETI-08--2144, HETI-08-4287 and HETI-07-4298, issued bytrAricane . • . : Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all si,g,aed vnd se 1g by Candido F. Font, P.E. •. .. • . FBC- 5'h Edition (201 a , dated April Ahmad, P.E. . . . .. . .. . • .. .. . .• (Submitted under NOA # 08-1010.02) • • • 5. Laboratory compliance letters for Test Reports No. HTL-0080=0303296 anh...:. HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inca itiated 03/0/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. ••• • (Submitted under NOA # 96-0417.03 and 01=1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) - 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, -P.E., Supervisor, Product Control Section. • G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expirin E-4 Manuel ' erez Product Control Ex.7 r NOA No. 15-05 2.19 - Expiration Date: October 26, 2018 Approval Date: September 17, 2015 GENERAL WINDOW SECTIONS WINDOW WIDTH {�V ^ it v u o o I FLANGE FRAMF, r VENT WIDTH WW -2' O D.L. OPG. ro Z .. O1 0 H �Gv O _ Z Q M 0 cOi 0. t] a LL 0 � a&`` g Q 4i n F °tI J0 W a d N �ZUYf{� O j LZ7 oryf Q W ei, O. WW -7' 8' MAX. TYP. tI O 0 FH I CORNERS C�7 0 I I I/ f A 1 �� / •,.. ^�gga fO a (lt' i ©[77 CAM LOCKS O 2 LOCK POINTS I, // Of to z o •o c7 ara '� 0 r �� 'I�w'I ALL SIZES C O— ==_N===-01== ii / / U I '° pi .2 8 �i o 1,1 A -=-_.z,...,41,,X C BBER 641�1! AT U IMPACT WINDOWS ONLY 75 z 215 x o ' i to'l. x, r a O, i. x=Jt--= / li/�� i I ��� I --- 0 o �� III I o z 3 J3 ji "/� I Ti 40 r. SURFACE APPLIED ,- mEE oJ' 111 '7I�4�Y _ I 7i FALSE HUNTINS OPTIDNAL v,— =o � i3 N N o ml�- � C, O w ca w 43 y N ^ T ?� N M T O 3 1'0n Z Z 3 0 l O 5 L'. —a O' d U F ,i ! 11 N -__- III I �Ii d A IIIIN j � FOR GLASS TYPES, 1 O I O © REFER TO SHEETS 3 AND 4. 2 T/2• I I 1 24" MAx. 71P. t' © VENT WIDTH O.L. OPG. D.L. OPG. VENT WIDTH T' TYPICAL AT HEAD/SILL ELEVATION WINDOW WIDTH WINDOW WIDTH (FLANGE FRAME, EXTERIOR I � ti ao J 1 1 rMAXIM MULTI POINT LOCK VAV WO BY 'TRUTH' ALT. TO CAM LOCKS ! MULTI BY 'INTERLOCK' ALT. -PORTT L CK TO CAM LOCKS edits ,` MAX. WDW. HEICHF LOCK POINTS ►`- r/—' 1 MAX. WOW. HEIGHT LOCK POINTS • 2 IMMI 38. 2 "t C c$s�gz n 0 o I' 4 G 1 ^11 b ii g342• 3 �1-t 56' 3 x �,� 84' 3 r O , •nl 4 ill 4 -•_•r O 1 �l 1 OB Q F— ESE--WINDOWS-ARE RATED FOR & SMALk-MISSILE-IMPACT. n M L.. ,� --URGE SHUTTERS ARE NOT REQUIRED, o N'p > n n . ' n ' 2 8 3 INSTRUCTIONS: USE CHARTS AS FOLLOWS. O •• ••• • • • • • •• NOTFS• • FOR MULLION/MULTIPLE UNITS, REFER STEP 1 THIS PRODUCT HAS BEEN DESIGNED Ai1D TESTi4T0•coeuZNo 7=1 • • DETERMINE DESIGN WIND LOAD REQUIREMENT BASED REQUIREMENTS • SEPARATE TO CGI MULLION N.O.A. o r^ LL V = _ i 4 3 w S t.�,.�.—..-i - . N 5 8 a r , OF THE FLORIDA BUILDIN• CODE•NC'41D14G 4GH•VEI 4 ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE • • • • • • • • • • • • • USING APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE (HVHZ). STEP 9 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Engr: JAVAD CML AMMO PRODUCT' REVISED CAPACITY OF DESIRED GLASS SIZE/TYPE. LOADS TO THE STRUCTURE. STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED, SP4EQ,44SHOWN Oal DETAI6S ANCHOR FLA. PE CAN. 1 70592 3538 m complying with are Florida Building Code (Ij-Qfj T2.T L $� g WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED EMBEDMENT TO BASE MATERIAL SHAM_ BE•BEYOND y�A t•DRiIyG OR 1T CiO. E .'ratio I at } E .'mlia u Date (•�il�/• 2D B IN SEEP 1 ABOVE. ANCHORING OR LOADING CONDITIV NOT:SHOWr1 11TH:SEUiTAILS ARL• • • NOT PART OF THIS APPROVAL • •• ```��1'''��'��1��`• • •— 1 4 2015 a ��7 drawing no. W98-100 STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON • • • • • • • • • SHEET 7 TO DETERMINE CAPACRY. A LOAD DURATION INCREASE 15•I�Lb IN tESIGN OF OR4CHORBD PITO WOOC•ONLY. • FROM STEPS 2, 3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND STEP 5 THE LOWEST VALUE RESTIRE LTINGSYSTEM. •' / all n' �eJc Produef SHALL APPLY TO ENTIRE SYSTEM. NON-COMPRESSIBLE. sheet 1 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • • ••• • • • • • • •• • WINDOW WIDTH �— VENT WIDTH �U s� , j GENERAL WINDOW SECTIONS ww-1 1/2• D.L. OPG. 0 O m R. EQUAL LEG FRAME —g 1/2' k F' 12 "m a 6' MAX. TYP. E `r o. CORNERS 0 t v O. )0 n / / m Z fr ° 0 Py '' / v ' °n 0 it e/ 1 tog V g< vx,c3 ° LI II / Qy mcFZI y c4 e Fii /_, IL O 1� CAM LOCKS 0 Q 2 LOCK POINTS =N d = a\ O N /7—I / //i II ,// I _(a� O LL Z h f n ,,,1 L7 g �W, S i ALL SIZES 3 g J O; of ii// I \ Q w i 0 © SNUBBER 3 3 x Ti SURFACE APPLIED tFALSE AT IMPACT WINDOWS ONLYW OI� 11 1 I\�yDPIONALNTINS^ Iti,Pr-- \JmQ ��m o i I�I_Ili_ ,, II � II \ Z n � �� ��\II — \ — e a Cri c �� _ ' w I I : o i I 24' MAX. TYP. °� O 43 A7 HEAD/SILL o �T TYPICAL ELEVATION o N N n 2 M n� `l' (EQUAL LEG FRAME) vl 110 © FOR GLASS TYPES. D.L. OPG. REFER TO O.L. OPG. 2 t/2' O M 03 N© Zit) 3 .1 VENT WIDTH SHEETS 3 AND 4. VENT WIDTH 3/4' , 0 = O (> p Q ._. WINDOW WIDTH WINDOW WIDTH v t 8°a0 EXTERIOR 9A MAXIM MULTI BY 'TRUTH' POINT LOCKMULTI 9B POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS a ALT. TO CAM LOCKS � MAX. WDW. LOCK II MAX. WDW. LOCK p F $ Z HEIGHT POINTS ij• HEIGHT POINTS 42' 2 al 38' 2 $ u 33 a 63' 3 `.1I 56. } u/ g V 0 m 84' 4 r�7tt 74' 4 v z o o o o III 84" 5 A o W w > V 1 p ••• • • • • • •• IPI! _�ogoax b • ~ 0'�r '` •• • t 3 3 0 • • • �c ; O ( V i I • ^ Engr. JAVAD P}iMAD CML FLA / PRODUCE REVISED as complyiva with the Florida • N f ,,, a x © //\�\\/\�\'—/—�\\ • • • • • •• • • • • •• N. CAN. ••• 93 3536 Building Code Acceptance No (�• f�J 14.)q • • • • •• • • • • • •• • • Ex�'rationDate dew!, ao� � $ `y � ry��^'� �� • •• •• • • • • • • • • �� _ t `drawing n \'1 • • • • • •• • • • • • • • • • • • • • • •1 BY i��./! , �� Mims ado Product Cautrol' no. IA G •N 1 ��. W98-100 (sheet 1.1 of 7 • • • • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • • ••• • • • • • • •• • ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • 2 5/e" 2.075 1.757 ! � 2.625 .768 � `� - o © r 625 ", 1 ]A00 1.307 - - TYP. / � L875 .090 (�'�'n"j1� Q � z � j 2625 u�i N 2.215 2.465 [711-- I_ "S "„""”. ��� I 720 I � f' a / 1 OBO TYP• 1,438 I C. x i v 11 — 1.22E O u G F 2tf 13 CORNER KEY CORNER KEY .060 THICK ST. STEEL O .062 THICK ALUMINUM O FLANGE FRAME O VENT (5/16- LAM. GLASS) n v p dAe1l Q' Pf ��!lid 2.07s � .768 lII I1.7s7O.1 a0g Q � 3 1.057 1.375 .090 TYP. Z _ rh J t7 9 1 J 12 , aW�f� z.ass 70 ( `_ VENT CORNER 2715 ].a3e I .080 7YP. - t J n - 1.624 - I Z M 1A EQUAL LEG FRAME 2B VENT INSUL. LAM. GLASS) �- N .ti � ALL FRAME AND VENT CORNERS TO BE ITEM PART Y QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REHAB%5 1.757 ---- O LI SEALED WITH GE SILPRUF OR EQUN. 1 CGI -373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUN. O z ca cc H b. 1A CGI -397 4 EQUAL LEG FRAME 6063-T6 INDALIX OR EQUN. - - .090 TYP. 4Jto 2 CCI -378 4 VENT (5/16' LAM. GL SS) 6063-T6 INDALEX OR EQUN. 1.875 N n N 2B CGI -381 4 VENT (INSUL LAM. CUSS) 806J -T8 010ALIX OR EQUN. I M 3Q N n 2C CGI -385 4 TA VENT (7/18' M. GLASS) S) 6063-T8 INDALOR EQUN. J 720 I+i © O 3 3 CGI -375 4 OGEE GLAZING BEAD 6063-T5 INDALIX OR EQUN. 1.438 n Z Z ii / 3A CCI -398 4 SQUARE GLAZING BEAD 8063-T5 INDALIX OR EQUN. i 3 O ♦ 4 .080 THICK CORNER KEY ALUMINUM - 1347 (D � Q v / 4O 5 - 8 .080 THICK CORNER KEY ST. STEEL - C) �M 8 AP -425 AS READ. FRAME WEATHERSTRIPPING SCHLEGEL 2C VENT (7/16" LAM. GLASS) 7 Q250 -K-190 AS READ. VERT WEATHERSTRIPPING - APTUS SCHLEGEL Q-LON c / 8 35-10-00-101 2/ VENT 4 RAR HINGE, AT TOP AND BOTTOM STEEL TRUTH. ATTACHED W/ (6) /8 X 3/8" SS SMS •754 pp 8 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL G W j 9A 9A - I/ VENT MULTI POINT LOCK - TRUTH, ATTACHED W/ (2) j6 % 3/8" SMS TRUTH •383 830 ' /,,,, / 9B _ 1/ VENT MULTI POINT LOCK _ INTERLOCK G ? i / 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CCI, ATTACHED W/ (2) /10 X 3/8" SS SMS 617 41,..,": 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) ('8 % 3/8" SS SMS u o I / / 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK O CGI -375: OGEE GLAZING STOP 22 o ♦• 12 30175 1 OPERATOR TRACK STEEL TRUTH. ATTAPHFn W/ (9) /R X /A' CC CMC a X29 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - �f0 X 1-I/4" SS SMS .7� AI �T / •• ••• • • • • • •• 25 • T� .808 II Bao ,i� y `o o .�eo�o$8 �� !I 13• O • • • • X1.817 F— //w(N • � •• ••• •• • • • •• Q CGI -396: SQUARE GLAZING STOP �, $ " .---.� • • • • • • • • • • • Engr. JAMAHMAD FLA . PEML 70592 CAN. 15 B •• PRODUCT REVISED as complying with he Florid. Building Code Acceptance No 15'0512.19 i ,i s T 1l n a • • • • • • • • 2015 6x, Nation Date 40 moi, ,,1$ " a_ FRAME CORNER • • •i •• •• i •i •• • • • • • • • ' • di„._....or• drawing no. • • • • • • • • I Mienark Product Co .. W98-100 (sheet 2 of 7 .1 ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8" ANN. GLASS rINTERLAYERS-- 1 1/8" ANN. 3/16" _ .090" Sallex Clear And Color Glass By 'Eastman Chemical Co .090" 8ukocite PVB By 'Kuraray America, Inc.' CLASS SILICONE GE-1200 DOW 995 DOW 899 �N ANN. INTERLAYERS-- 1�� 1 GLASS 3/16" _ .075" Sotlex CP With PET Core By 'Eastman Chemicol Co.' _ .090" Saflex Clear And Color Gloss By 'Eastman Chemical Co.' .090" SenlryGlas By 'Kuraray America, Inc.' .090" ButocRe PVB a: By 'Kuraray Americo, Inc.' Z ANN. GLASS z Z SILICONE GE-1200 DOW 995 DOW 899 3/16' HEAT INTERIAYERS-- N t `^ / g 4011111113/16 ' I M� I■^! ��`:- STREN'0 3/16" ' GLASS _ .075" Saflex CP With PET Core By 'Eastman Chemical Co.' _ .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' _ .090" Butacite PVB By 'Kuraray Americo, Inc.' HEAT STREW° GLASS SILICONE GE-1200 DOW 995 DOW 899 / SQUAREBEAD r ii'i'tI 1�`�� ll �U � J 6' O 1 Q 1... Z h i � g O o Q L4 d LCijl O p LL 02 epi f0 a i 0 ‹gm 0 4 6 0 t Q w, n IL z I g a Q 2 9 f 0 g m a I 3 O 5 GLASS - 6" NOMINAL 7/16" TYPE ' ' NOMINAL GLASS TYPE ALL GLASS TYPES 7/16" NOMINAL '3' GLASS TYPE '6' 11 � 1 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR WSTALLAPON DETNES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5'MU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION OETAL$ -t 3 a Q.'-' cQ. z 0 ,� I 1 N Z I tn3 V) I 0 Lj CI 0 � 1- LL = N o V) N ,_ � NM a 0 3 n Z Z �2 O ma.., 0 �o 3 O Q J U .- W WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS_ GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EM. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT, (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) EXT. (+) 1NT. (-) 20' 110.0 194.3 110.0 195.0 110.0 195.0 20' 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 24" 110.0 161.9 110.0 195.0 110.0 195.0 24' 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2" 110.0 195.0 110.0 195.0 110.0 195.0 28" 110.0 138.8 110.0 195.0 110.0 195.0 28" 76.7 83.3 110.0 120.0 110.0 120.0 37" 26" 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 30' 73.2 77.7 110.0 120.0 110.0 120.0 42" 110.0 128.1 110.0 195.0 * 110.0 195.0 * 32" 36' 110.0 121.4 110.0 195.0 110.0 195.0 32' 60. 70.2 72.8 110.0 120.0 110.0 120.0 19-1/e" 110.0 190.6 110.0 195.0 110.0 195.0 36" 107.9 107.9 110.0 195.0 110.0 195.0 36' 64.8 64.8 110.0 120.0 110.0 120.0 26-1/2' 110.0 137.5 110.0 195.0 110.0 195.0 40" 97.1 97.1 110.0 195.0 110.0 120.0 40' - - 60.0 60.0 60.0 60.0 37' J8-3/8' 98.5 98.5 110.0 194.5 110.0 120.0 42" 92.5 92.5 110.0 120,0 60.0 60.0 42' - - 60.0 60.0 60.0 60.0 42' 86.8 86.8 110.0 120.0 110.0 120.0 20' 110.0 166.5 110.0 195.0 110.0 195.0 20" 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8' 110.0 144.5 110.0 195.0 110.0 195.0 24' 110.0 138.8 110.0 195.0 110.0 195.0 24" 73.4 73.4 110.0 120.0 110.0 120.0 28-1/2' 99.7 104.3 110.0 195.0 110.0 195.0 28" 110.0 118.9 110.0 195.0 110.0 195.0 28" 64.2 80.2 110.0 120.0 110.0 120.0 37' 50-5/B"3 74.7 74.7 110.0 120.0 110.0 120.0 30" 110.0 111.0 110.0 195.0 110.0 195.0 30" 66' 60.8 60.6 110.0 120.0 110.0 120.0 42" 65.6 65.8 110.0 120.0 110.0 120.0 32" 42" 104.1 104.1 110.0 195.0 110.0 120.0 32' 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8' 96.7 104.2 110.0 195.0 110.0 195.0 T u o o U P 4' a o = 4 5 - g 1 9 n 36' 92.5 92.5 110.0 120.0 110.0 120.0 36' - - 60.0 60.0 60.0 60.0 26-1/2" 63" 74.9 77.9 110.0 120.0 110.0 120.0 40" 83.3 83.3 110.0 120.0 110.0 120.0 40" - - 60.0 60.0 60.0 60.0 37' 80.0 60.0 110.0 120.0 110.0 120.0 42" 79.3 79.3 110.0 120.0 60.0 60.0 20" 66.4 66.4 110.0 195.0 110.0 120.0 42' - - 60.0 60.0 60.0 60.0 20' 110.0 145.7 110.0 195.0 110.0 195.0 24' 56.1 56.1 110.0 120.0 110.0 120.0 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" 48.9 48.9 110.0 120.0 110.0 120.0 26-1/2" 74-1/4' 46.6 46.6 110.0 120.0 110.0 120.0 25' 103.8 104.1 110.0 195.0 110.0 120.0 30" 72, 46.0 46.0 110,0 120.0 110.0 120.0 37" - - 59.8 59.8 59.8 59.8 30' 97.1 97.1 110.0 195.0 110.0 120.0 32" 43,6 43.6 110.0 120.0 110.0 120.0 37" 77" - - 56.3 56.3 56.3 56.3 * *X 32' 48• ' 91.1 91.1 110.0 120.0 110.0 120.0 36' - - 60.0 60.0 60.0 60.0 36" 80.9 80.9 110.0 120.0 110.0 120.0 32"- - 60.0 60.0 60.0 60.0 * LIMIT MAX. LOADS TO 171.0 PSF LOCK BY 'INETRLOCK' 98 Co""'" 98.0 -cv ,0 c n o s o 4O' 72.8 72.8 110.0 120.0 lTO.0 12U.0 se 76' - - 6u.0 00.0 80.0 00.0 WHEN MULTI POINT IS USED 42" 69.4 69.4 110.0 120.0 60.0 60.0 20" 52.0 52.0 110.0 120.0 110.0 120.0 20" 110.0 129.5 110.0 195.0 110.0 195.0 24" 43.8 43.8 110.0 120,0 110 �• �i-i- ** SIZE 37' X 77" APPLICABLE TO FLANGE FRAMES ONLY • • 24" 107.9 110.0 195.0 110.0 195.0 28" 78" 38.1 38.1 110.0 120.0 1.0.0 120.0 • • • SIE•SHEET 1.0.6“211“ o LL 0. _ -, 28' 88.2 92.5 110.0 120.0 110.0 120.0 30" - - 110.0 120.0 8Z1i 60� : • r .^ `el 4. Q li v A `g ,_„' _---1 9 5 30' ' 84.4 86.3 110.0 120.0 110.0 120.0 32" - - 60.0 60.0 60.0• 60.0• • • 1 3 ' S4 80.9 80.9 110.0 120.0 110.0 120.0 20' 41.5 415 110.0 120.0 1,� IA.S • • • • • • • Oki C71.9 71.9? 110.0 120.0 110.0 120.0 24" 34.9 34.9 110.0 120.0 110.0 120.0 (ago DAVM AHMAO 40' 64.8 64.8 110.0 120.0 110.0 120.0 28' 84" - - 110.0 120.0 54.5 54.5 CML FlA. PE i 70592 PRODUCT REVISED onlplying wish •1e Florida ' 42" 61.7 61.7 110.0 120.0 60.0 60.0 30' - - 51.2 51.2 61.2• • •51.2 • • • C.A.538 a Building Code 05)2,-1 - - 48.3 48.3 1.8.3 • 48.3 • • • • t Acceptance No i5' 32' • • • • • • • • • Bspireli, 1 Dale 41Mir./. 0 f8 • • • NOTE: •• • CAPACITIES ON THIS SHEET ARE NOTE: • • • • • • • • • • • • • \ 61' A/......(4... 'Aiir drawing no. 1 oO J GLASS • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) LOAD/AREA LIMITS • • • • • • • • • AND FLORIDA BUILDING COMMISSION FOR +110.0, -120.0 PSF = 16.34 SQ. FT. DECLARATORY STATEMENT DCA05-DEC-219 +110.0, -195.0 PSF = 10.00 SQ. FT. • ( 015 Mi • Dade Product ,1W98_ sheet Sof 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 1/8" TEMP. AIR GLASS SPACE 1/8" INTERLAYERS- ?�®�1XL ANN. �`� GLASS 1/8" ANN. 0 1/8" TEMP. GLASS AIR SPACE 1/8" TEMP. .075" Saflex CP With PET Core By 'Eastman Chemical Co.' _ .090" Saflex Clear And Calor Class By 'Eastman Chemical Co INTERLAYERS- _ SentryGlos By Kuraray America, Inc.' .090" Bulacite PVB By 'Kuraray Americo, Inc.' GLASS 4E1GE-1200, 995 B99➢DW EDGE SPACER GLASS 1/8" TEMP. ➢OW ! .075" Saflex CP With PET Core ^ By 'Eastman Chemical Co.' _ .090" Sall. Clear And Color Class By 'Eastman Chemical Co.'ot _ .090" SenlryGlas By Kuraray America, Inc.' _ .090" Butacite PVB By 'Kuraray America, Inc: SQUARE BEAD GLASS OPTIONAL ALL GLASS TYPES 1� 995Q 09911101 Iljj���`�TTTy'''��, '_` ��/ � o O _ Z n Q F $ LI C .090" Q 0 m a G 0 y � 7 � O w mSILICONESILICONEC >IGE-1200 R < pDOW N n ^DOW K p p N NW IL z y;'1 o .J lyYt j Q tZ jag 2 3 J 1 p U XL EOCE SPACER 'CARDINAL' ST. STEEL BY 'CAROINAR041.2111M L� BLOCKSali a ST. STEEL BY OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 3/4" GLASS ZERujE BLOCKS 2ETTL' E EPDM DURASEAL BY 'QUANEX' EPDM DUROMETER 85±5 OR DUROMETER 85±5 INSULATED SUPER SPACER BY 'QUANEX' 3/4" INSULATED TYPE '2A' GLASS TYPE '3A' r 7 z w LJ ,-, z_ So � 'm" in_ isi ZtoN ^, O n O L a 0 K H to 1 N o (n VIN n r 1 3 . r`Mn Oo 3 Z J N Z 3o -R 0 5 •-' 00 Q 0.-50 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 0 SHUTTERS REWIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 114T. (-) EXT. (+) 1NT. (-) WIDTH HBGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 11.R. (-) 20" 110.0 194.3 110.0 195.0 20' 98.8 112.6 110.0 195.0 19-1/8' 110.0 195.0 110.0 195.0 24" 110.0 161.9 110.0 195.0 24' 85.8 95.4 110.0 120.0 28-1/2"28" 110.0 203.0 110.0 195.0 26' 110.0 138.8 110.0 195.0 28" 76.7 83.3 110.0 120.0 37' 110.0 145.4 110.0 195.0 30" 110.0 129.5 110.0 195.0 30" 73.2 77.7 110.0 120.0 42' 110.0 128.1 110.0 195.0 * 32' 36„ 110.0 121.4 110.0 195.0 32' 60" 70.2 72.8 110.0 120.0 19-1/8' 110.0 190.6 110.0 195.0 36' 107.9 107.9 110.0 195.0 36• 64.8 64.8 110.0 120.0 26-7/2" 38-3/8' 110.0 137.5 - 110.0 195.0 40' 97.1 97.1 110.0 _ 120.0 40' 60.0 60.0 - - 37' 98.5 98.5 110.0 120.0 42• 92.5 92.5 110.0 120.0 42' 60.0 60.0 - - 42' 86.8 86.8 110.0 120.0 ( a 0 o c s0 b g E s `� ' S g c. c 5 L ) ' a o h E 41 b 20' 110.0 166.5 110.0 195.0 20' 86.7 86.7 110.0 169.0 19-1/8' 710.0 144.5 110.0 195.0 24" 110.0 138.8 110.0 195.0 24' 73.4 73.4 170.0 120.0 26-1/2'/ 99.7 104.3 110.0 195.0 28' 110.0 118.9 110.0 195.0 28' 64.2 64.2 110.0 120.0 37' 50-5 8• 74.7 74.7 110.0 120.0 30" 110.0 111.0 110.0 195.0 30' 66" 60.6 60.6 110.0 118.2 42' 65.8 65.8 110.0 120.0 32" 42" 104.1 104.1 110.0 120.0 32' 67.5 57.5 110.0 112.2 19-1/8' 96.7 104.2 110.0 195.0 36' 92.5 92.5 110.0 120.0 36' 60.0 60.0 - - 26-1/2• 74.9 77.9 110.0 120.0 40' 83.3 83.3 110.0 120.0 40" 60.0 60.0 - - 37' 63' 60.0 60.0 110.0 117.0 42' 79.3 79.3 110.0 120.0 20" 66.4 66.4 110.0 120.0 42" 60.0 60.0 - - 20• 110.0 145.7 110.0 195.0 24" 56.1 56.1 109.3 109.3 19-1/8• 63.0 63.0 110.0 120.0 a 24' 110.0 127.4 110.0 195.0 28' 48.9 48.9 95.3 95.3 26-1/2" 74-1/4" 46.6 46.6 90.9 90.9 28" 104.1 104.1 110.0 120.0 30' 72" 46.0 46.0 89.8 89.8 37" 59.8 59.8 - - NOTE: 0'6 's " o " ^ CI 11 !; " "' r o d X 30' 97.1 97.1 110.0 120.0 32' 43.6 43.6 65.0 85.0 37' 77' •yE.3 • • •6.4 • - •• -• • • • GLASS CAPACITIES ON THIS SHEET ARE 32' 48• 91.1 91.1 110.0 120.0 36' 60.0 60.0 - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) • °1 .. " " - ' 36' 60.9 80.9 110.0 120.0 Jz' 60.0 60.0 - - * UM MAX. LOAlS TO 1ll1 P AND FLORIDA BUILDING COMMISSION LOCK Y ' iETP • •DECLARATORY m n - .s6 - 1 •• y .--•.--' - v Y 40• 72.8 72.8 110.0 120.0 38' 76' 60.0 60.0 - - WHEN MULTI POIti :' ® • • STATEMENT DCA05-DEC-219 IS USED •• •• ••• • 69.4 69.4 110.0 120.0 20' 52.0 52.0 1013 101.3 • • • •• 42• 20' 110.0 129.5 110.0 195.0 24'^43.8 43.8 65.4 85.4 'k# SIZE 37' X 77" APPLICABLE TO FLANGE FRAMES ONLY Eng r: JAVAD AHMAD CML PRODUCT REVISED 24' 98.0 107.9 110.0 195.0 28' 78" 38.1 38.1 74.3 74.3 SEE SHEET 1 FLA. PE 1 70592 CAN. 3538 as complying with the Florida 28' 92.5 92.5 170.0 120.0 32' 60.0 60.0 - - • • • • • • • • • • Building Code Acceptance No 15 o6J2.19 30" 84.4 86.3 110.0 120.0 20' 41.5 41.5 80.6 80.8 • • • • • • • • • • : •: •: p •- . tion Dote TY.3R7i• 20/21 32' S4• 80.9 80.9 110.0 120.0 24' 34.9 34.9 88.0 68.0 • • • • • • • • • • ��"� i 1 drawing no. W98-100 36' 71.9 71.9 170.0 120.0 28' 84" 54.5 54.5 - - NQS: • • • • • • • • • • • • •� 20�� �' -�' SKI , 40' sa.6 fi4.8 10.0 1zo.o 3o s1a s1a - - LOA MEA LIMITS • FT. • I I 42^ 61.7 61.7 110.0 120.0 32' 48.3 46.3 - _ FOR +110.0, -120.0 PSF = 16.34 SQ. +110.0, -195.0 PSF = 10.00 SQ. FT. sheet 4of 7 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALT. FOUR SIDES U� ^ ��YY ' o _ I ' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION FOR ANCHOR PERFORMANCE !`-� � VALUES SEE SHEET 6`A� TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES ,/B' THK. MIN. O f. tg f ia 6 0 m IZ t] d oaa�a.g Q 3 a yg IL Z: H L'� f.4 Q aI x m -t u �?� SEALANT SEALANT iL i_;i i_1 -i •/ \ �Y V. / a s .'. v £' ^ �. o a .'. v 6 g P MIN. •__ IR. < v=i 4. 2-1/2 1• MINT MIN. .. 2-1/2• _1" IN. MIN. - INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' J X . z L� o , gi i w wN z_ 1 O � 8 I` of F N ,n t0 h O1 3 N M g 3 M n Z Z -- o g U E MATFRIAI ' PRESSURE TREATED MATERIAI: PRESSURE TREATED TYPICAL INSTAI1ATION DFTAII TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES 11 / TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION •Fie TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION `- -1/8" MIN. — T TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ,� ff 3/8" I � SEALANT = ��� Tai I I SEALANT a r 1 rr� `�i,` 3 �I I:; _iii10 \ `h;' AY:1` � \ -�1 .ratan iatmannmt�i 1 c o`_ g g 2 v o 4 W g' o a � g IS't4 g 9 III va . ` .° v BUCK INSTALLATION BY OTHERS " MIN. , v BUCK INSTALLATION BY OTHERS ATTACHMENT TO 1• MIN' l' MIN' INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' APPROVED MULLIONS MATTA& PRFSSUR r • t -' . - •:ESSU8E_I8FATF0 TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL 0 o F o o " r r a g g ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/AltG VIDtD• • • • • • • ALUM CHANNEL • • • • • • • • • • • • • • • • • • I o r V -- v • t . �CAN. ,,.' o � a .'WOOD SFIN- 3/4• X 1' X 3/4' X 1/8" 2-1/2" LONG AT ANCHOR LOCATIONS • ••• • • • • VAD MAD Eng: JAµCML FLA PE / 70592 3536 PRODUCT RE=VISED ae complying with the Florida Auilding Code Acceptance Cod O [$' 0512, 19 • • • • • • • • • • • • • • • • • • • Ex, nation Dale !91111V. 1018 i 1 drawing no. W98-100 • • • • • • • • • • TTY A.,/,:A.,/,:f4.... A.-.2.. , BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER u • • • • • • • • • N ALT •ANCHOR LOCATION • • • • • • 9 M Miami Dade Product •. • if THEM TO THE BUILDING STRUCTURE. I' WITH SHEAR CLIP sheet 5 o 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) U p p ' _u TYPICAL ANCHORS11 SEE ELEV. SEE SHEET F6 FOR OR SPACING FOR ANCHOR PERFORMANCE VALUES A.L. SEE SHEET 6 TYPICAL ANCHORSSEE ELEV. OR SPACING SEE SHEEP F6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION STRUCTURES 1/e' THK. MIN. 0 k m j. 15 � Q 6 23 g d at. �i o .i 0 0 > a 8 a •° o rg IL N n J(Z7ttry+Vl_J Q W c1 f F ml q� j. a o. O rilr 1 1 3/8' 81±1 L..1.0_,........,,,,,,...� �'oi �ii� I` ; � Wp, M I ° ° N r z \N 2 1/B' 1 _ II a �m 2 1/8' Ti7T � ay.° - c 2-1/2' a 1' MIN MIN. I'�s. ° �^^-III ay.` < 2-1/2" a..<U�,s. 1' MIN. MIN. <. MIN. g Z SSS � N i ci1 ti Z n � 0 - w 0� rV LL = N , n rn 3 N H7 Ci • 'O E z � ^ Z Z t,J. 5' o V. ¢ 0 o111i INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAI: PRESSURE TREATED MATFRIAI : PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL TO,..., ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD Air.AGHMENT METAL STRUCTURES . TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION KM TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION --- �rT—T —1/8' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING j SEE SHEET 6 FOR DESCRIPTION NN .J 1 3/8' 1 .J —rrt II l h dII �1� Il, I _ N 11 II I- Ln CS p u N u v 2 F ..0 i u 4 . U 1 _ _ �r to v.' : av .° -.. •• ay.`. MIN. = ATTACHMENT TQ BUCK INSTALLATION 8Y OTHERS e BUCK INSTALLATION BY OTHERS APPROVED MULLIONS 1' 1.•• INSTALLATION TYPE '3' WOOD BUCK TYPE '3' ,1' MIN. INSTALLATION TYPE '4' 4#OQD TYP, '4.' `o N '5I o 0 p g n " r 3 $ MATERIAL: PRESSURE TREATED • • • • 4,OUCIL • • • A�t ,THtIA4l PRRSSLRE TREA D • TYPICAL INSTALLATION DETAIL • •• • • ••• •• TYPICAL INSTALLATIOV Y� �_ $En9 H $ -� t � .. w v a v i j 4.0k7AIL ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING 1N0•OU • • • • • • • • • • • • • • • JAVAD AHMPD CML FLA. PE CAN. 3538 • PRODUCT REVISED with the as complying wiw Florida Building Code Acceptance ce Nn 15-0512: q • • • • • • • • • • • • • • • • • • .p t. 'ration Dale �S �_ • I)�j WOOD BUCKS NOT BY CGI CORP., MUST • • • • • • • • • 1 `ct � � r drowin no. 1 1'Y 9 W98 9 oo� SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • ••• • • • • • • • • • • • • • • ^ 0 15 (✓lion D is Product Col Ph (sheet 5.1 of 7) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • It • •• •• • • • •• •• ••• • • • ••• • • • PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR OETNLS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLAT ON ANCHORS REFER TO SHEET 5 FOR DETAILS U1 � u p cc ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS 11/0 SHEAR CLIP ANCHORS TOTH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP � WINDOW DINS. AT 17" O.C. AT 10' O.C. AT 17' O.C. AT 10" O.C. WINDOW DINS. AT 17" O.C. AT 10' O.C. AT 17' O.C. AT 10" O.C. 11I7/001T DINS. AT 17' O,C, AT LO" O,C. AT 17' O.C. AT IO" O.C. J t WIDTH HEIGHT EXT.(+)/INT,(-) EXT.(+)/INT.(-) EXT,(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EM.(+)/INT.(-) EXT.(+)/INT.(-) EJCT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) Ooo 20' 185.0 195.0 154.8 195.0 32' 133.2 195.0 76.4 122.2 19-1/8' 195.0 195.0 149.4 195.0 a 6 e J id 24' 195.0 195.0 129.0 172.0 36' 76" 118.4 189.5 67.9 108.6 26-1/2' 26' 195.0 195.0 107.8 161.8 f Q E " 28' 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 37' 195.0 195.0 77.2 115.9 Q al O 30' 180.0 195.0 103.2 137.8 24' 173,1 195.0 99.2 158.8__ 19-1/8' 195.0 195.0 151.9 195.0 O g IO.LSuj U 32' 36"168.8 195.0 96.8 129.0 28' 78' 148.4 195.0 85.1 138.1 26-1/2' 3E-3/8' 191.2 195.0 109.6 146.1 36' 150.0 195.0 86.0 114.7 30' 138.5 195.0 79.4 127.0 37' 136.9 182.6 788 104.7 CC in u. 0 {3 40' 135.0 180.0 77.4 103.2 32' 129.8 195.0 74.4 119.1 19-1/8' 185.0 195.0 153.5 191.9 n 0 p m 42" 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2" 50-5/8" 193.2 195.0 110.8 138.5 arc 2 g 20' 195.0 195.0 132.7 176.9 24' 195.0 195.0 110.8 185.9 37' 138.4 173.0 79.3 99.2 8.n 0 24' 192.9 195.0 110.8 147.4 28" 84' 165.3 195.0 94,8 142.2 19-1/8' 195.0 195.0 123.3 195.0 04,1',32i 0 4 • g 28' 165.3 195.0 94.8 126.4 32' 154.3 195.0 88.5 132.7 28-1/2" 155.3 195.0 89.0 155.8 g2 N Q Le K 3 I�: G 30' 42" 154.3 195.0 88.5 117.9 37" 63' 111.2 194.6 63.8 111.6 u' z 32' 144.6 192.9 82.9 110.6 42" 98.0 171.4 56.2 98.3 N s t a 36' 128.8 171.4 73.7 98.3 19-1/8' 195.0 195.0 130.8 195.0 ZgZ tmV Q to ~ E 40 115.7 154.3 66.3 88.5 26-1/2" 74-1/4' L 42' 110.2 146.9 63.2 84.237' 164.7 117.9 195.0 188.6 94.4 67.6 151.1 108.1 20' 195.0 195.0 154.8 193.5 J N 24' 195.0 195.0 129.0 181.3 3 Z I 28' 192.9 195.0 110.6 138.2 Lal '- 30'4,5"180.0 195.0 103.2 129.0 wIR 32' 168.8 195.0 96.8 120.9 TYPICAL ANCHORS: Ct OO a 38' 150.0 187.5 86.0 107.5 SEE ELEV. FOR SPACING R «cc7��� O L 40' 135.0 168.8 77.4 96.8 1/4" DIA .WIK-CO` BY 'HILTI' (Fu=163 K51, Fy=157 K51) z ul 42' 128.8 160.7 73.7 92.1 / 4 II, � � N 20' 195.0 195.0 137.6 195.0 ; Et •' F 177 KSI, Fya155 KSI) � o In to J` Q 24' 195.0 195.0 114.7 172.0 INTO 2:Y WOOD BUCKWOOD STRUCTURES o p N M cd 28' 171.4 195.0 9a.3 147.4 1-1/2" MIN. PENETRATION INTO WOOD O 3 n 30' O 160.0 195.0 91.7 137.6 THRU 1BY BUCKS INTO CONC. OR MASONRY 150.0 195. 86.0 29.0 14iA, 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 oL,_.. o 8' 133.341S 76.a 114.7 o40' 120.0 teo.D sa.6 103.2FO DIRECTLY INTO CONC. OR MASONRYU 42' 114.3 171.4 65.5 98.3 PIO 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I 20' 195.0 195.0 tz3.e tes.a #14 SMS OR SELF DRILLING SCREWS (GRADE 2 cRs) z4' 180.0 195.0 103.2 tsb.s INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ 2e' 154.3 195.0 ee.s 32.7 .090") INTO METAL STRUCTURES 3 ' " 30' 60" 144.0 195.0 82.8 123.8 STEEL 1/8" A o 32' 133.0 19s.0 77.4 116.1 VICHORS N/0 SHEAR CLIP !ANCHORS 1TITH SHEAR CI1P THK. MIN. (Fy = 36 KSI MIN.) o - 36' 120.0 180.0 68.8 103.2 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - LS � t' : W 40' 108.0 162.0 61.9 92.9 o u Ir . W 42' 102.9 154.3 59.0 88.6 TYPICAL EDGE DISTANCE X,Th § ' 195.0 -20' 24' 195.0 197.0 146.7 195X, INTO-CONCRETE ANO-MASONRY = 2-1/2" MIN, INTO WOOD STRUCTURE a 28' 775.3 195.0 195.0 117.3 100.5 164.2 140.7 = 1" MIN. INTO METAL STRUCTURE - 3 - /4" MIN. `% a „ g N N 30' 66' 163.0 195.0 97.9 131.3 •• ••• • • • • • •6 • T7o a c 3 32' 153.4 195.0 88.0 123.1 •• C:NC$ET AT•F7EAD, SILL OR JAMBS f'C 3000 PSI MIN...,0._, • c 36' 136.4 190.9 78.2 109.5 • • • • • •COV& OVNILLED BLOCK AT JAMBS f'm . 2000 PSI MIN. • • • • • • • • • _ ^^ 40' 122.7 171.8 70.4 98.5 •• ••• •• • • • •• •o 20' 795.0 195.0 129.0 180.6 Eogr. JAVAD CMLµMAD 1v 24" 187.5 195.0 107.5 150.5 "6/1. PRODUCT REVISED as complying wilh the Florida \ a 28' 72" 160.7 195.0 92.1 128.013uilding • • • • • • • 538592 Code 15-051 .' - n 30' 150.0 195.0 86.0 120.4 • • • • • • • • • • • Acccpta ce No ICI Expiration lade r�Sl�/- /22), t o 19 " 32' 140.6 195.0 60.6 112.9 • • • • i • • • • Q A )5 $ ,_, �r , t `J 1 36' 125.0 173.0 71.7 100.3 • • • • • • Y • • • • • • • I " Oy ! <✓a..� • �. drawing no. • • • • • • • • • • • • • • . • 'E Mian' 4 udc Product C0000l W98-100 (sheet 6of 7 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • It • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS ,� U �� a . OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. WINDOW DIMS. WINDOW DIMS, WINDOW DIMS. O Of Of r.6 1 a O g 0 �[uj re 00F n O ? h 0 m 6 Q Q 0 n C i re K • 3 ry u. 2 N u g .,tl 0 M � Q �j � f �I p� .. ti U WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) 20' 110.0 195.0 20' 105.8 120.0 19-1/8' 110.0 195.0 24" 110.0 195.0 24' 90.9 120.0 26-1/2" 110.0 185.0 28' 110.0 186.5 28' 00.5 110.3 37' 26• 110.0 184.2 30' 110.0 182.4 30' 76• 76.3 104.7 42' 170.0 152.4 32" 36' 110.0 179.5 32" 80.0 60.0 19-1/8" 110.0 195.0 36' 110.0 177.3 36' 60.0 60.0 26-1/2" 110.0 172.6 40' 105.8 145.1 20' 102.7 120.0 37" 38-3/8' 110.0 156.3 42' 97.0 120.0 24' 88.2 120.0 42' _ 95.7 120.0 20' 110.0 179.5 28' 78' 77.9 120.0 19-1/8" 110.0 195.0 24' 110.0 159.6 30' 73.9 101.3 26-1/2" 110.0 154.7 28" 106.9 146.6 32' 60.0 60.0 37' 50-5 B" / _ 94.0 120.0 30' 103.5 141.9 20' 110.0 120.0 42' 89.8 120.0 32" 42" 100.7 138.7 24' 97,0 120.0 19-1/8' 109.3 149.9 Pi 36' 97.0 120.0 2B' 84' 85.5 117.3 26-1/2" 64.B 716.2 I ( ) 40' 95.2 120.0 30' 60.0 60.0 37' 63' 67.9 93.1 #14 SMS ^42'95.0 J 3 c� 'o = I m ., U Z h S2 � 'a O O � 1- = N o42' � � ,g 3 N M I O •M ', Z Z 3 o32'S4'91.9 ,--,,,,go 120.0 32' 80.0 80.042•60.0 60.0 {y� AT 6• FROM ENDS 4O 20' 110.0 195.0 19-1/8" 110.0 154.81��l 17" O.C. MAX. AT JAMB� 24" O.C. MAK. AT HEAD SILL��`' � 24' 110.0 177.3 26-1/2" 74-1/4' 86.4 118.5 �� �� a6SMROM 28' 110.0 160.9 37' 60.0 60.0 AT ENDS 30' 170.0 154.8 19-1/8' 709.9 120.0 4itif�`' Ut1�LJ In1�LJ 17' O.C. MAX. AT JAMBS 32' 48' 109.1 120.0 26-1/2" 76' 84.0 115.2 i � _ .fes`. ��J 44 24" O.C. MAX. AT HEAD/SILL 36' 103.5 120.0 37' 60.0 60.0 v (2ii < vi � I 40'99.0 120.019-1/8' 108.3 120.0 - iiiikitill �I 95.0 llll�i��Y`-JJJ � 720.1 26-1 2' / 77' 82.7 I-Y_� y 3i /4 2D' 110.0 174.1 37' 60.0 60.0 60.0 v=i 24' 110.0 152.0 11111 tEill aul d x. 28' 99.8 120.0 =��TVi� =��T�� 30' 95.5 120.0x, y ) -- 120.0^p7-36' oa poi 86.2 118.2• - '' TYPICAL ANCHORS TYPE 'A' OR 'B' 0\ TYPICAL ANCHORS TYPE 'C' 40• 82.2 172,7 AT 6' FROM ENDS AND AT 6" FROM ENDS AND ( 0 c / 8 V v 9 g b W m • a 3 H Q N Q ' g 9 42' 80.6 110.5 2 1/2" MIN. 17" O.C. MAX. AT JAMBS I AT 17' O.C. MAX. AT JAMBS 17' O.C. MAX. HEAD/SILL EDGE DIST. 1' MIN 24' O.C. MAX, AT HEAD/SILL 20' 24' 110.0 97.0 153.2 133.0G INSTALLATION TYPE '5' '6' 28' 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING INSTALLATION TYPE 30' 82.0 113.5 2BY WOOD BUCK OR WOOD STRUCTURES A - 1!4" DIA KWIK-CON II BY 'HILTI 3z' 60' 7s.a 1oe.e (Fu -783 K51, Fy.157 K51) TYPICAI INSTAL I ATION DFTAp 36' 739 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM ao 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. DR MASONRY `'a 42' 600 60.0- 20' 107.8 171.0 B-- 144 Dln. uLIRAGOrrBr iLAL (Fu -177 KSI, Fy-155 KSI) 0 O Eo,ui •..• o ~ryg v o n M r 0 r o 3 S - 24" 107.8 120.0 DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4 ' 2.500 • • • • • -�' .845 • 28' 95.9 120.0 MIN. EMBED INTO CONCRETE 2-1/4' MIN. • 845 • • • • • • • • 069• • • 30' 66' 81.3 120.0 EMBED INTO GROUT FILLED BLOCKS 065 e2tl- • • • • •• • ---, $ q gg $ ,--,ter--. r qq 8 i }' �8 . �, $ 32' 87.3 119.7 1- C - 414 SM$ (GRADE 2 CRS) • • • • • • • • • • 36" 60.0 60.7 562 1 • • •• • •1.1•2y 40' 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES - 1-1/2" MIN. PENETRATION INTO WOOD 1.436 Env: AHMAD CML PRODUCE RE,VISBD 20' 110.0 154.5 .125 .903 I-- FLA. PE `// 70592 CAN, 3536 ne tomplyioy with Iho Florida Building Code 24' 97.0 720.0 TYPICAI FDGE OIC7ANCF • • • • • Acceptance No J.fr'•�512.Ia 28' 66.0 117.9 • • L • • INTO CONCRETE AND MASONRY = 2-1/2" MIN. A UMMUM•VUCK 011110NAL Cr/ER •}• 5 `""'L'°"D'I`•• fir" 2Olg 30' 72 61.7 112.0 INTO WOOD STRUCTURE = 1" MIN. •6063-4 • • • •6063676 • • : : 0 •' ZI By / /,r•„••. i' ( -- , drawing no. W98-100 32' 77.9 106.9 • • • • Dade Product 36' 60.0 60.0 CONCRETE AT HEAD, SILL OR JAMBS Fc v 3000 PSI MIN. • • • • • C-90 HOLLOW/FILLED BLOCK • ' / AT JAMBS I'm m 2000 PSI MIN, sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts Publications FBC Staff Product Approval USER: Public User Product Approval Menu > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL15210-R5 Revision 2014 Approved Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com PEN1 NOME' ADOUL_ORPR' 08PR 01a1811Wr BCIS Site Map I Links I Search • ••• • • • • •••• • • • •• • •• • • • • •• • Authorized Signature Vivian Wright • •••• • • • • • rickw@rwbldgconsultants.com •••• • • • • Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email Category Subcategory Compliance Method 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies • • •• •• • • • • • • • • • • •• • •••• • • • • •• • • • • _CONTACT 08PR •• • • • • • .• • • ••• • • • • • •• 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 Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. l�' Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G155 2005 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL15210 R5 Eouiv Equivalency Of Standards.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPquBgbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 1/4 V8/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/24/2015 04/26/2015 04/29/2015 06/23/2015 Model, Number or Name a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door Description 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third:Parte yes Evaluation Reports • • • FL15210 R5 AE Eval 15210.1.2df Created by Independent ThircfraW/es •••• •• •••• •• • • • • •• • •• • • • 15210.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 6'8 "Impact" Opaque Fiberglass•Single Door withoSideliie or SicVtes " Inswing/Outswing (OX or X0;t6X4).Anfiguratiinsl• ••••• • •••• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions • • FL15210 R5 II Inst 15210.2 pdf Verified By: Lyndon F. Schmi:tI15r13409 Created by Independent Thir. Party: Yes Evaluation Reports • FL15210 R5 AE Eval 15210Q • .0d4 • Created by Independent Third pdrty: Yes • • • • ••• • • •• • • .• • • • • 15210.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.3.pdf Created by Independent Third Party: Yes 15210.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.4,odf Created by Independent Third Party: Yes 15210.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R5 II Inst 15210.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any additional FL15210 R5 AE Eval 15210.5.odf use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.6.pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRCFPgu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 2/4 8/8/2017 Florida Building Code Online 15210.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.7.pdf Created by Independent Third Party: Yes 15210.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R5 II Inst 15210.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings, any additional FL15210 R5 AE Eval 15210.8.pdf use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. •••• • Installation Instructions • • • FL15210 R5 II Inst 15210.9.pd>• • Verified By: Lyndon F. Schmidt!P.:.•48409 Created by Independent Thirdrlia-tc,4es Evaluation Reports FL15210 R5 AE Eval 15210.$ pat• • • Created by Independent Third Rams Yes • •• • • • • •• • • • • • • • • • •• 15210.10 j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 8'0 "Impact" Opaque Fibergla5,s,S1rygjp•Door - oyotiv4ig/(X - Configuration) • • • • • • ■ • Installation Instructions FL15210 R5 II Inst 152104).04 • • Verified By: Lyndon F. Schmid"f.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.10.pdf Created by Independent Third Party: Yes • • • ••• • • • •• • • • • • 15210.11 k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.11.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eva115210.11.pdf Created by Independent Third Party: Yes 15210.12 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.12.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.12.pdf Created by Independent Third Party: Yes 15210.13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.13.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eva! 15210.13.pdf Created by Independent Third Party: Yes 15210.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with Surface Bolts on Active Door panel - Outswing (XX - Configuration) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPgu8gbCgp%2bzCgAjPwi20vD2Tk%2fmQBUw%3d%3d 3/4 8/8/2017 Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.14.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.14.odf Created by Independent Third Party: Yes 15210.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door utilizing the WINDSERT•" an operational window insert - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.15.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.15.odf Created by Independent Third Party: Yes Back! Next •••• Contact Us 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824• • •• •••• The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibilite9batement :: Refunc Vte`nent • • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-record!:Elti•s, •o not send ila6ttro•ic mail to thik�r�i�,� • Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 459.275(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 pVildtdrital be used for offi•al communication with • the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the DepartwV•with an email address which can be•npr♦e• • • available to the public. To determine if you are a licensee under Chapter 455, F.S., please r�ic a e•. • •• • • • • • •••• •• ••• Product Approval Accepts: ® IeL Mck Credit Card Safe securitvAtErittcs• •••• • • • • •• •• •••• • •• • • • • • • •• • • • • • •• • ••• • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPgu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 4/4 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Certificate of Independence 0,1•11 • • • • ..,10 • •• • • •• RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will apaitrp.financial interest in the company manufacturing or distributing the product or in any other entity iowlved in the approval process of the product named in the accompanying Florida Product Applaal. •••, • • • .• •0 •,00 ••• ••• 4p. • •• • • • • Lyndon F. Schmidt, P.E. • • • • • • • • •. • • • • • FL No. 43409 April 1, 2015 RAAdmin Docs\FBC Templates\Certificate of Independence.doc Sheet 1 of 1 R W R W Building Consultants, Inc. April 23, 2015 BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 To Whom It May Concern: FL -15210 Equivalency of Standards .•• • • • • •••• • • • •• • •• • • - - • - • • �• • • •••• • • • • • •• • • ••• •• ASTM D 635-98 Equivalent to ASTM D 635-06 • • The products referenced in this Product Approval have been tested in accordance with AIM ti 635-98.* If bas been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM.0 635-98is: * • • equivalent to ASTM D 635-06, which is the reference standard and year that has been adOtet1 by the r Eclition • (2014) Florida Building Code. • • • • • • ••• • ••• • •• •• ASTM E 84-05 Equivalent to ASTM E 84-09 The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM E 84-05 is equivalent to ASTM E 84-09, which is the reference standard and year that has been adopted by the 5'' Edition (2014) Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM G 26-95 is equivalent to ASTM G 155-05a, which is the reference standard and year that has been adopted by the 5'11 Edition (2014) Florida Building Code. ®cB01815espse�s `.%%tae V., �G1-1({,p4)i, sr epo ee !.'c. °a 0. • �;. oY2}/S'=,a No 4309 . Lyndon F. Schmidt P.E. .:° y 101•Xz, FL No. 43409`..1:13°°,STATE OF :,<t1© CA No. 9813 mC1( A°• °°�-- % �1>+ f.c'° . Co P. i 0, �. leo � .5 i °>.... > 'tib e ®'`as `,C7 ki Aa �a %% R W B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board or Professional Engineers Certificate orAuthoritation No. 9813 Product Evaluation Report Report No.: FL -15210.1 Date: Apri123, 2015 Product Category Sub Category Manufacturer Product Name Exterior Doors Swinging Exterior Door Assemblies Plastpro, Inc. 5200 W. Century Blvd. Los Angeles, CA 90045 Phone 440.969.9773 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door Inswing/Outswing - "Impact" Scope: Limitations: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the gdfipdgy manufacturing or distributing the product or in any other entity involved in the approval procets oifhp product ?titled herein. • • • • • • • • • • •• • 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code(PB4),structural requirements • including the "High Velocity Hurricane Zone". ••••• • • • 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material SliSItbe beyorld•walll:dressimg • • • or stucco. •••• 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Cade and doeStiot P• equire anumpect resistant covering.• • • • • 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies•With Stiction Irma of the • FBC and does not require an impact resistant covering. This product meets missile level "D" and includis Air%Zone 4 as defined in. • ASTM E 1996 and Section 1609.1.2.2 of the FBC. • • • • • • • • • 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry constructioA! 6. Site conditions that deviate from the details of drawing FL -15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL -15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01390365 ETC -05-255-16776.0 ETC -06-255-17412.0 ETC -07-209-19303.0 2. Drawing No. No. FL -15210.1 3. Calculations Anchoring 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Test Standard TAS 201-94, 202-94 & TAS 203-94 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ASTM G 26-95 ASTM E 84-05 ASTM D 635-98, 638-03, 1929-96 & 2843-99 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Testing Laboratory Testing Evaluation Lab., Inc. ETC Laboratories ETC Laboratories ETC Laboratories ,tO c.. o., I ,,_1,+r} OR,` .:4 dr..**7:C. r 1' s°•., 0 � ''. := e. 1 /'?.... ';';-r3 e STf E. 0 l•b •s• hN n` , w' ? _ %°• tD t S®O AC+•+,., ;'i• .+i .'.. 6yvLa-.+ Signed by Lyndon F. Schmidt, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E. Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 4/24/2015 5210 (2014) \ FL -1521 R:\Clients\Plastpro, Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass - Impact Opaque and Glazed\C - Dra p� plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTS WING "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT'requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHT'. All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEETS DESCRIPTION 1 Typical elevation, design pressures, 8 general notes 2 Door panel details 3 Horizontal cross section 4 Vertical cross sections 5 3 -point lock details 6 3 -point lock details 7 Buck and frame anchoring 8 Components 9 Bill of materials •• • • • • •• • • • 37.50" MAX. OVERALL FRAME WIDTH 82.0" OVERALL FRAME HEIGHT- INSWING 81.13" OVERALL FRAME HEIGHT - OUTSWING \ >' / \ \ / \ X \ / s \ / \ \ i •�.,..t11 MAX. • •• •OliM 1Sl N DESIGN PRESSURE (PSF) � POSITIVE NEGATIVE • • • • •3766x'• • .1gSWI%it • I • • •+75.0 -75.0 37.50'• — OUTOING.•. X•• tno -75.0 • • •_ 81134 • • • _...------ • • ••• • • citrons Y UPDATE TO 5TH ED. (2014) FBC REVISIONS 0 0 0 z DATE: 02/16/ 2 Sova: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.1 SHEET 1 OF 9 ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • c PERMANENT\ Florida Product Approvals \FL -15210 HVHZ Fiberglass - Impact Opaque and Glazed\C - Drawi 0.7' EXTERIOR HINGE STILE (LVL) 35.75' MAX OA. WIDTH D x i DOOR PANEL Mostar° Hberglass INTERIOR 2), HORIZONTAL CROSS SECTION SEE HARDWARE TABLE SEE HARDWARE TABLE LATCH STILE (LVL) CAP (PVC) HARDWARE TABLE MANUFACTURER -.:- MODEL _...... _ MAX. DESIGN .PRESSURE (PSF) KWIKSEI KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) ± %5 SCHLAGE KNOB: "F' SERIES (F51) DEADBOLT: "B" SERIES (B60/62) ± 75 PAMEX LEVER: FL3B SERIES DEADBOLT: FD7 SERIES ± 75 HOPPE MULTI -POINT LOCK: 3 -POINT TONGUE t 50 W i F MULTI -POINT LOCK: TRILENNIUM "3000" SERIES } 75 See sheets 5 and 6 for multi -point lock details. • • •• •• TOP RAIL (COMP.) 9 1 INTERIOR EXTERIOR FOAM CORE </. (POLYURETHANti s 1.9 PCF MIN.) FIBERGLASS SKIN (0.125' MIN. THK.)�` • • •• • ••• • .p • • BOTTOM RAIL�F� • • • • • • • (COMP.) • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • F4 VERTICAL CROSS SECTION U 0 O K a DOOR PANEL DETAILS Y j- OD UPDATE TO 5TH ED. (2014) FBC h �w m Q �o z DATE: 02/16/ 2 U..F N.T.S DWG. BY: JK GHK. HY: LFS DRAWING N0: FL -15210.1 SHEET 2 OF 9 REVISIONS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • AFL-15210 (2014)\FL R:\Clients\Plastpro, Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass - Impact Opaque and Glazed \C - Dra >° d a 1-1/4" MIN. EMB. (TYP.) 0 3 ee v / \ a d X ISI, vO r D 0.15' __, I-- 'SINK os (O pC Ili�� O 4 II 1. Wry - ill( ..., A do O o e O EXTERIOR 4 e0 INTERIOR 3 lO HORIZONTAL CROSS SECTION Outswing shown - Inswing also approved INTERIOR 1-1/4" MIN. EMB. (TYP.) EXTERIOR O3 HORIZONTAL CROSS SECTION Shown w/ 1X sub -buck •• ••• • • • • • • •• • •• • 0 0.15' C'SINK (TYP.) INTERIOR 1-1/4" MIN. EMB. (TYP.) o a No �e •• ••• •• • • • •• EXTERIOR • ••• • • • • • • • • •• ••• HQRI:0I1TAL CROSS SECTION • • • • • • • • • • Putswilig n•-insng • • • aliP pprcered uri ••• • • ••• • • SS SECTIONS HORIZONTAL C >> m �� nn� �O Z GATE 02/16/ 2 SCALE: N.r.S DWG. ev: JK CNK. BY: LFS DRAWING NO.: FL -15210.1 SHEET 3 OF 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -15210(2014AFL-15210.1-6.d 5210 HVHZ Fiberglass - Impact Opaque and Glazed \C - Orawi RAClients\Plastpro, Inc PERMANENT\Florida Product App INTERIOR O VERTICAL CROSS SECTION 4 Shown w/1 X sub -buck °VERTICAL CROSS SECTION Outsving shown - inswing also approved EXTERIOR INTERIOR °VERTICAL CROSS SECTION Outswing confirguration Oq VERTICAL CROSS SECTION Shown w/ ADA threshold .• •• • • EXTERIOR f MW ,r �� '% INTERIOR • • • • • • • • • • • • .. a• • • • • • < • • • • a• • • 46 a • •• ••• •• 8 • •• d • d d o • • • • • • CD • VERTICAL CROSS SECTION • • • • • • • M Mswirig configuration • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • 17) 0 a • 0 O 2 p K J SFLSL5 `1 m < CCS a VERTICAL CROSS SECTIONS U m a 0 N ;w W Q r Z DATE 02/16/ 2 SCALE: N.T.S DWG. BY: JK CHK. 6Y: LFS DRAWING NO.: FL -15210.1 SHEET 4 OF 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • RKlients\Plastpro, Inc PERMANENT\ Florida Product Approvals \FL -15210 HVHZ Fiberglass - Impact Opaque and Glazed\C - of MANUAL RAISED TONGUE GEAR SYSTEM 12 HOPPEMULTI-POINT LOCKSET 3 -Point 'Tongue" 0 23 MULTI -POINT STRIKE PLATE N m m •• • • • • • • • • O l� 0 • • • • • •• • • ••• •• • • • •• • ••• • •• • • • • • • • • • • • • 0 LA0 AND:DEAD,DOL:STIVE NITE • • • • QS • • • • Tongue systeir» • • • • • • • ••• • • ••• • • 2X BUCK IX BUCK 2X BUCK 1X BUCK 2X BUCK IX BUCK C• `•. ' un _=ty * _ n cu,�qj � n o z' z m d- z 013 o m' U N •: Z ii � E i mz(1 Z =o ° °cw n y o m °v m0:di c° z u� c IJ \♦\• \ J ;1; W ♦ = NI STRIKE JAMB U a a C O Z O O K cr) J 1j CCDM Wfw%) Cl CO 1n a O 3—POINT LOCK DETAILS Y Y ,m U m v N N z 0 0_ h 0 t - w f- 0 a m � \ o n Z DATE: 02/16/ 2 SCALE: N.T.S DWG. By: JK CHK. B1: LFS DRAWING NO.: FL -15210.1 SHEET 5 OF 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RAClients\Plastpro, Inc PERMANENT\ Florida Product Approvals \FL -15210 HVHZ Fiberglass - Impact Opaque and Glazed \ C - Drawings \FL -15210 (2014)\ FL -15210.1 W & F Trilennium 3000 SERIES 3 pt. Lock • •• ••iX ei1C • • •• • • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • : •• 4IKC.IAMB DETAIL • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • PART OR ASSEMBLY: 3—POINT LOCK DETAILS UPDATE TO 5TH ED. (2014) FBC Le) 1±1_ n o O Z DATE: 02/16/ 2 SCALE N.T.S DWG. BY: JK CHK. BY: LES REVISIONS DRAWING NO.: FL -15210.1 SHEET 6 OF 9 201 2 R.W. BUILDING CONSULT/AN • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 210 (2014)\FL-15210.1-6.dwg, 7.1 R:\Clients \Plastpro, Inc PERMANENi\Florida Product Approvals \FL -15210 HVHZ Fiberglass - Impact Opaque and Glazed\C - Dra d MASONRY OPENING 2X BUCK TYP. HEAD & JAMBS •• ° a BUCK ANCHORING � CJ o CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR Irvf TAPCONa 1/4' 1.1/4" r 4" ELCO e ULTRACON 1 4' / 1.1/4" 1" 4" ITW ® TAPCON 3/16' 1.1/4" 3" 1.1/2" I WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8" edge distance, rend distance, a I"o.c. spacing of wood screws to prevent the spiitting of wood. a STRIKE JAMB SEE HINGE DETAIL (TYP.) MASONRY OPENING (TYP.) FRAME 2X BUCK 2X BUCK 1X BUCK TYP. HEAD & JAMBS ADA SILL ONLY m x;11; 2X BUCK ig' 0 1X BUCK© •• ® ill •2X BUCK i4BUCK . • • • • • • LATCH 6 DEADOT DETAI4 •• • ••• • • FRAME ANCHORING Masonry construction 1X BUCK 2X BUCK Y SUCK* • • 2xgrK• • • • • • • • • • ••• •• • • • • • • •• ••• :HIATPEBk7IIL • • inswing • • • • • • • HINGE JAMB 1 X BUCK 2X BUCK HINGE DETAIL Outswing U 0 0 o: a O U O 2 p e New 5wcn ama 0 O K a a BUCK AND FRAME ANCHORING Y >- � m a 0 to Z W O N o � 0 N �w mQ n p _O Z GATE: 02/16/ 2 SEALE: N.T.S DWG. er: JK CHK. ar: LFS DRAWING NO.: FL -15210.1 SHEET % OF 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Impact Opaque and Glazed\C - Drawings\FL-15210(2014)\ft- ANENi\Florida Product Approvals \FL -15210 HVHZ Fiberglas RKlients\Plastpr OUTSWING THRESHOLD 30 DLP (QOSR( 4.68" kr C 32 OUTSWING THRESHOLD DLP (QOSH( �I1�iti-e— 5.67' OOUTSWING THRESHOLD Endura (Z -Series( 5.625' r®% viii%. 36 INSWING THRESHOLD Endura (Z -Series( OUTSWING THRESHOLD Columbia High Dam (581( 31OUTSWINGTHRESHOLD Columbia (575( 38 INSWING THRESHOLD Columbia 0 INSWING THRESHOLD DLP (LSCS( LC N 4.56" I- I~ 2.44" 2.13" OPOLY FIBER JAMB Plastpro r 4.56" I I iy 2.36" 2.2' 0 WOOD JAMB OWEATHERSTRIP Endura Force 5 PE650 cn o. 2.088" --- O ODOOR BOTTOM SWEEP • ••• • • • • • • • • • • • • t • • • • • • • • • • • • • • • • ••• • • ••• • ADA . ' ESHO DlP • • • • It • • • ••• COMPONENTS 0 h 0 w �- 0 a h � W A Q M � �O Z DATE 02/16/ 2 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.1 SHEET 8 OF J ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R:\Clients\Plastpro, Inc PERMANENT\ Florida Product Approvals \FL-15210 HVHZ fiberglass - Impact Opaque and Glazed\C - Dra BILL OF MATERIALS REM ♦ DESCRIPTION MATERIA! A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL H 3/16" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL L #8 X 2-1/2" PFH WOOD SCREW STEEL M #8 X 1-1/2" PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 22 3 POINT 'TONGUE' MULTI -POINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 #10 X 1-1/2' PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 2' PFH WS STEEL 60 MULTI -POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL •• ••• • • • • • •• • • • • A . %. 0:•-• u� 0 0 F BILL OF MATERIALS �m • • • • ^o • Z • • • • • • • • • • coo Dare 02/1 6/ 2 SCALE: N.T.S DWG. BY: JK • ••• • • • • • • • • • • • • • • CNK. er: LFS • • • • • • • • • DRAWING NO.: • • • • • • • • • • • • • • • • • • • • FL -15210.1 ••• • • ••• • • SHEET 9 or 9 REVISIONS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 thphtithority Having Jurisdiction (AI -IJ). MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economy •• • •••• This NOA shall not be valid after the expiration date stated below. The Miami -0134e County eroduct• • Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Mia4tlr ode Coutily.).ieservei the right to have this product or material tested for quality assurance purposes. I'f'tme product or material. fails to perform in the accepted manner, the manufacturer will incur the expense of : i.Fh'testing and tip AH3 • may immediately revoke, modify, or suspend the use of such product or material ti 1;Ln their��riMiction. • • de RER reserves the right to revoke this acceptance, if it is determined by Miami-DaWily Proaa �:Control Section that this product or material fails to .meet the requirements of the applicable.bail ing code. •• • This product is approved as described herein, and has been designed to comply:with the Florida Building • Cod .. : • - : _ . city -Hurricane -parte. • • DESCRIPTION: Series "Sentine1120" Aluminum Horizontal Sliding Window L. YU. •• •• •• • • APPROVA 1 1 ' 1 : Drawing • o. i - : , - . me 0 Alum. Horiz. SIiding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance member and expiration date by the u . 11 • ISSILE IMPACT RATING: Large and Small Missile Impact Resistant LI IITATI 1. Glass lites wider than 36 -inch shall have two setting blocks and anti -Lift devises per FBC requirements. 2. The Day Lite Opening's (D.L.O.) of maximum 495/8 -inch (Width) by maximum 553/4 -inch (Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement; "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number- preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.05 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 Jorge M. Plasencia, P. E. M1AMI-DADE COUNTY APPROVED NOA No. 15-0929.13 xpiration Date: September 22, 2020 Approval Date: May 19, 2016 Page 1 • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • •• •••• • • • ••• ••.. . •• B. TESTS • .• .• . 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 • • 2) Uniform Static Air Pressure Test, Loading p�� �C, TSS 20Z-94 • 3) Water Resistance Test, per FBC, TAS 202-L ... .. • • • 4) Large Missile Impact Test, per FBC, TAS 2044 .... 5) Cyclic Wind Pressure Loading, per FBC,111.Sn(13--94 • . • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-9! • • • along with marked -up drawings and installation diagram eta. series 12 ....: aluminum horizontal sliding window, prepared by Certified Test LaboratoxiCs, Test • Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NDA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) E-1 Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratorie , Test•a ort No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesk{'. Patel, RE• • ••• (Submitted under previous NDA No. 15-0512.05) • • • • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 •• 2) Uniform Static Air Pressure Test, Loading•par.Z BC, T4K12-94' 3) Water Resistance Test, per FBC, TAS 202=94... •••• 4) Small Missile Impact Test, per FBC, TAS 2b 1•-94 •••••• 5) Cyclic Wind Pressure Loading, per FBC, A'S22)3-94 • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-0 • along with marked -up drawings and installation diagram •ar seri@$•"Sgntinei" aluminum horizontal sliding window, prepared by Hurricane Test Laboratbal, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. • CALCULATIONS 1. ho erificati • 4 calculations and structural analysis, complying wi epared by Al-Farooq Corporation, dated 09/17/15 revise ci on , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite0 PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasU (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP -- Saflex and Saflex HP Composite Glass InterIayers with PET Core" dated 06/19/14, expiring on 12/11/18. E-2 Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1, Statement letter of conformance, of complying ith FBC 5th F{ditiQn (2014). of no financial interest, dated 08/17/15, issued by Al arooq Corport.tiah,• ' §n4 sealed by Javad Ahmad, P. E.• ••• ••.. . • .• 2. Laboratory compliance letters for Test Report No. CTLA-31/621T, dated @7/07/15b, . issued by Certified Test Laboratories, signed and sealed by Rar rill. C. Patel, P.. • • 3. Testing Proposal issued by the Product Control Section, dated.Q4/08/15 signed bY: • •. •.... Jaime Gascon, P. E., Section Supervisor. • • • • .. .... 4. Laboratory compliance letters for Test Reports No.'s C riVt;3056 VLA, dated . • 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056;WC;dated:Q4M15, ail} ••:• issued by Certified Test Laboratories, all signed and sealed V R.tmrsh Ci rpteli P. E' • (Submitter) under previous NOA No. 15-0512.05) •.•. • 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. E-3 Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 .TYPICAL ELEVATION 6' MAX. HEAD/SILL FLANGE WIDTH BUCK WIDTH 5' MAX. TIP. MTG. STILE 5 1/2' MAX. HEAD/SILL 5' MAX. VP. MTG. STILE 8 FALSE MUNDNS (SURFACE APPUEO) OPTIONAL ii alk II II u II II 0 ________ I R n il ®, _____ N j{ I 1 ice____ 1 5 D 1 _ / // ,/ __ II 6 ___ ____ it TI D 8 5 6 a O o FALSE MUNDNS (SURFACE APPUEO) OPTIONAL ii alk II I1 II 0 ________ I R n il ®, II X.T A --. 6 O — I 1 /./4a /I •/ , - AANCHOR ATT CENTER OF ALL ALL PANELS ^ ^^^ FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS /SILL O.L. OPG. FALSE AIUITTINS (SURFACE APPLIED) OPTIONAL - I 32 7/8 - BUCK WIDTH 5 1/2' MAX. HEAD/SILL 0 A 0 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 13 5/16' MAX. HEAD/SILL 5' MAX. — TYP. MTG. STILE _ ` VENT WIDTH ' 32 7/8' D.L OPG. FIN FRAME VENT WIDTH L. OPG. EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW ADDL. ANCHOR READ. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SRL FAX. (305) 593-6592 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR S10E BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. _ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH ID8104 06ILDIN% CODE • • • INCLUDING HIGH VELOCITY HURRICANE ZONE (1�MZ� • • • • • • WOOD BUCKS BY OTHERS, MUST tF•ANCHOIiEQ PROPERLY t0 !PANNIER • LOADS TO THE STRUCTURE. • • • • • • • • ANCHORS SHALL BE AS LISTED, g,, CED A5•5}IOWN AM DETA{IS A4CH• GeS • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDYLIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS IjSED C tESIGN TiF•lIICHQl%NTO W •OS.NL . • ALL SHIMS TO BE HIGH IMPACj, JON-!ETALLIC ARD RON-CDMPRESSIBAE. • • MATERIALS INCLUDING BUT IAT LIMITED•TB STEELAMETO.L SCREWS, °THA • J.94 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Syfit•MEET TA • REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDS. ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • j • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with tha Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/2212020 By Miam a e Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT • H c N v R P S s 6 a :: a 8 r. s 0 S a it 201 r '•. STA E`OF S`NAL drawing no. W10-18 (sheet 1 of 11 ii II D II II . -----iY 8 O {p�,' 6 =_-_- i{ I DII li N 6 O I /. l' '/ l T • 1•473•1 • i• •.• r VENT WIDTH ' 32 7/8' D.L OPG. FIN FRAME VENT WIDTH L. OPG. EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW ADDL. ANCHOR READ. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SRL FAX. (305) 593-6592 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR S10E BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. _ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH ID8104 06ILDIN% CODE • • • INCLUDING HIGH VELOCITY HURRICANE ZONE (1�MZ� • • • • • • WOOD BUCKS BY OTHERS, MUST tF•ANCHOIiEQ PROPERLY t0 !PANNIER • LOADS TO THE STRUCTURE. • • • • • • • • ANCHORS SHALL BE AS LISTED, g,, CED A5•5}IOWN AM DETA{IS A4CH• GeS • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDYLIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS IjSED C tESIGN TiF•lIICHQl%NTO W •OS.NL . • ALL SHIMS TO BE HIGH IMPACj, JON-!ETALLIC ARD RON-CDMPRESSIBAE. • • MATERIALS INCLUDING BUT IAT LIMITED•TB STEELAMETO.L SCREWS, °THA • J.94 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Syfit•MEET TA • REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDS. ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • j • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with tha Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/2212020 By Miam a e Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT • H c N v R P S s 6 a :: a 8 r. s 0 S a it 201 r '•. STA E`OF S`NAL drawing no. W10-18 (sheet 1 of 11 TYPICAL ELEVATION 6" MAX. HEAD/SILL Aft FLANGE WIDTH 5- MAX. TYP. • MTG. STILE MEM= FALSE MUNTINS (SURFACE APPUED) OPTIONAL 5 1/2" MAX. ARIMM D.L. OPC. OPG. VENT WIDTH D.L. ry ADDL. ANCHOR REOD. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110" HEAD/SILL N FALSE MUNTINS (SURFACE APPUED) OPTIONAL BUCK,WIDTH 5" MAX. TYP. MTG. STILE 13 5/16" MAX. HEAD/SILL • '•• `• 7 7 II ffI__/ D I / _ ./ 1 I I I I 8 I I I I I /. // `vim O o -.- O - O L __JL___ n II 0 5 S I FALSE MUNTINS (SURFACE APPUED) OPTIONAL 5 1/2" MAX. ARIMM D.L. OPC. OPG. VENT WIDTH D.L. ry ADDL. ANCHOR REOD. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110" HEAD/SILL N FALSE MUNTINS (SURFACE APPUED) OPTIONAL BUCK,WIDTH 5" MAX. TYP. MTG. STILE 13 5/16" MAX. HEAD/SILL • '•• `• 7 7 ' 11 II -'•- • II J . ___JL___ --�r-- /11 6 0 _ / _ F=.=-7/ __} Ir 6 I 1 1 1 I / // •./ P t T •f" 5`�I• f• • `,• d''. 24 1/2" D.L OPG. z6" VENT WIDTH 49 5/8" D.L OPG. FIN FRAME m m 110• 5 1/2" MAX. HEAD/SILL N • s n N E1 a FALSE MUNRNS (SURFACE APPUED) OPTIONAL 1 FLANGE WIDTH 5" MAX. TYP. MTC, STILE II II -'•- ___1L__17 II6 i e ®! ••4•••• __3C I I I I /_ I I I I I 6 / "/ a r O.L. OPG. 28' VENT WIDTH • 49 5/6" ` D.L. OPG. EQUAL LEG FRAME .•• ••• • • • • • • • • • • •• • •• ••• •• • • • • • •• PRODUCT REVISED as complyyIn with the Florida • • Co • jiOA-No. • a04919.13 • • • • )aplrallo • . 09/22/2020 • • • • • •Y �• • Miami-• . e Prod • •ntrol • MAI. • 1 •i 201 • m ADDL. ANCHOR REOD. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABODE 30" PANEL WIDTHS AT HEAD/SILL 03y"u ••• • ••• • • • ••• • • • • • ••• • • • •• ••• •• •• • • •• • • ••• • •• a drawing no. W10-18 sheet 1.1 of 11 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES FLANGE DIMS. BUCK DIMS. 'A'&M%'13'&'81' '0' &'al' WIDTH HEIGHT WIDTH HEIGHT EXL(+) INT.(-) EXT.(+) INT.(-) 26-1/2' EXT.(+) 25-1/2" EXT.(+) 65.0 65.0 80.0 90.0 37"'26. 54-3/4" 36" 25" 65.0 65.0 80.0 90.0 53-1/8" 78-15/18" 52-1/8" 77-15/16' 65.0 65.0 80.0 90.0 74' 65.0 73" 83-1/2' 65.0 65.0 80.0 90.0 ...2..6(-23' � 25-1/2" 36' 37-3/8' 65.0 65.0 90.0 90.0 60 65., 80.0 90.0 53-1/8" 65.0 52-1/8" 78-15/16" 65.0 65.0 80.0 90.0 74" • 80.0 73" 85.0 65.0 65.0 80.0 90.0 26-1/2' 65.0 25-1/2" 80.0 65.0 65.0 80.0 90.0 37' 0-5/e 36' 49-5/8' 65.0 65.0 80.0 90.0 53-1.8' 78-15/16' 52-1/8" 77-15/16' 65.0 - 90.0 90.0 - 65.0 73' 83-1/2" .0 65.0 80.0 90.0 26-1/2" - 25-1/2' 65.0 65.0 65.0 80.0 90.0 37'63, 65.0 36' 80.0 65.0 65.0 80.0 90.0 53-1/8' 77-15/16 52-1/8" fit, 65.0 65.0 80.0 90.0 74' 83-1/2" 73' 82-1/2" 60.2 60.2 80.0 90.0 .(1/2W) OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH Yi" i BUCK DIMS FLAN h FLANGE DIMS DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) STD. MTG. RAIL MD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES MASS TYPES FLANGE DIMS. DUCK DIMS. 'A'&'Al', 'B'&'EI' 113' & 181' 'D' & 'CI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(*) INT.(-) 55-3/4' 54-3/4" 55.0 65.0 80.0 90.0 65.0 65.0 78-15/18" 26' 77-15/16' 25' 65.0 65.0 80.0 90.0 65.0 65.0 83-1/2' 82-1/2' 65.0 65.0 80.0 90.0 65.0. 65.0 55-3/4' 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 78-15/16" 38-3/8' 77-15/16" 37-3/8' 65.0 65.0 80.0 90.0 85.0 65.0 83-1/Y 82-1/2" 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 78-15/16' 50-5/8' 77-15/16' 49-5/8' - - - - 65.0 65.0 83-1/2" 82-1/2' - - - - 65.0 65.0 55-3/4' 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 78-15/16' 63' 77-15/16 62".••• - - - - 65.0 65.0 83-1/2" 82-1/2" - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' )i" TP. BUCK DIMS EQUAL LEG FRAME BUCK DIMS rm �� FLANGE ADAPTOR FRAME FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME ••EQ�JiI= �EG• •FRAMF• • • • • • • • •• ••• •• • • • • •• PRODUCT REVISED as complying with the Florida • •pt•ding Code GLASS CAPACITIES ON THIS SHEET AREA?-NOi • i6 O912�.13 • • • • • • BASED ON ASTM 131300-09 (3 SEC. GUSiTt OcPirayon:at •09}2 !2020 ••• • • ;0'e ATE OF AND FLORIDA BUILDING COMMISSION • • • • •• ORAD) .•' G\ DECLARATORY STATEMENT DCA05-DEC-219•• 1t• ••f40•1•1 4U IU ���i Tj'��' , ``JP)A,{TSII Ibi Mlam - o Protluot onlrol 777 �A` 45 � 1111111\\ i COMP-ANLVW107 c 0 n c 0 c 11 Y a .5 r 9 S as C I C 8 k drowfng no. W10-18 (sheet 2 o111) ••• • • a • ••• •• • t • • • • • • • • • ••• • • • • • • • • •• • • • • • • •• •• •••• • • • • • •• •• • ••• • • DESIGN LOAD CAPACITY - PSF (XOX S EES) (1/3w) i M P� (1/3W) %. STD. MTG. RAIL H.D. MTG. BAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES FLANGE DIMS. - BUCK DIMS. "A'&M% Vial' 'B" &'BF WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" EXT.(+) 73" EXT.(+) 65.0 65.0 80.0 90.0 106-1/4" 26" 105-1/4' 25" 65.0 65.0 80.0 90.0 111" 105-1/4" 110" 65.0 65.0 65.0 80.0 90.0 74' 111" 73" 110" 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 90.0 111" 80.0 110' 65.0 65.0 65.0 80.0 90.0 74' 65.0 73" 80.0 65.0 65.0 80.0 90.0 It.1/4 50-5 105-1/4" 49-5/8' C5.0 65? 80.0 90.0 111" 74" 110" 7.3' 65.0 65.0 80.0 90.0 74' _ 73" 106-1/4" 65.0 65.0 80.0 90.0 106-1/4' 63' 105-1/4" 62' 61.6 61.6 80.0 90.0 111" - 110' - 60.0 60.0 80.0 90.0 0/3W) •i (1/3w) i M P� (1/3W) %. OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH DESIGN LOAD CAPACITY - PSF (COX SIZES) STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES GLASS TYPES FLANGE DIMS. BUCK DIMS. "AI AI", IFI/BF IP & "Bl' 'C' & 'Cl. WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 73" 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4" 26" 105-1/4" 25" 65.0 65.0 80.0 90.0 65.0 65.0 111" 110" 65.0 65.0 80.0 90.0 65.0 65.0 74" 73' 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4" 38-3/8" 105-1/4" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 111" 110' 65.0 65.0 80.0 90.0 65.0 65.0 74" 7.3' 65.0 85.0 80.0 90.0 65.0 65.0 106-1/4" 50-5/8" 105-1/4" 49-5/8" - - - - 65.0 65.0 111' 110' - - - - 65.0 65.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4" 63' 105-1/4" 62' - - - - 65.0 65.0 111' 110" - - - - 65.0 65.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH FLANGE DIMS 'XOX' BUCK DIMS ._ao I FLANGE ADAPTOR FRAME 41_ FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME • •••••••• •VIVA LEG FR SME • • •. • •• ••• •• • • • • • •• PRODUCT REVISED NOTE: • • 4 psgding Complylnod• with the• Florida • • GLASS CAPACITIES ON THIS SHEET ARE • 10A -No. • •5-0929.13 • • • • BASED ON ASTM E1300-09 3 SEC. GUST9t • o • • • • • • c ) e, ira«on�at• 0912/204) • • AND FLORIDA BUILDING COMMISSION • •� DECLARATORY STATEMENT DCA05-DEC-219 • • SY Mlaml-Dit a roduct ontrol �Q: ' VOENSF'• Mk/ /O//, No 0592 • =1 i7 *2 TATE OF Y111111i1111 •• 41Aii 1 201 • ro ‘u z Fig Fw z� JG 04'1 o NAy'1, IN n! O C 81HM O�M �aoa8 8 yyy0{ y 2 1 q 6 <622 U O I 0 3 V N 120 ALUM MORE SLIDING 6DW. i e C ! l X a drawing no. W10-18 sheet2,1of 11) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) STD. MTG. RAN. N.D. MTG. BAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES BUCK DIMS. 'ATM.. 'ETB1' 'B' k 'Dr WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2' M(+) 65.0 65.0 80.0 80.0 36'25. 65.0 65.0 65.0 80.0 80.0 52-1/8' 77-15/16" 65.0 65.0 80.0 81.0 73' 65.0 85.0 65.0 80.0 80.0 25-1/2' 80.0 65.0 65.0 80.0 80.0 36'37-3/8" 65.0 65.0 65.0 80.0 80.0 52-1/8' 77-15/16" 65.0 85.0 80.0 80.0 73' 65.0 65.0, 65.0 80.0 80.0 25-1/2' 80.0 65.0 65.0 80.0 80.0 36- 49-5/8. 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 52-1/8" - 73' 65.0 65.0 65.0 80.0 80.0 25-1/2' - 65.0 65.0 80.0 80.0 36' '62„ 65.0 65.0 80.0 80.0 52-1/8" 77-15/16" 65.0 65.0 80.0 80.0 73. 65.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS 'TYPES GLASS TYPES GLASS TYPES BUCK DIMS. 'A'4'A1 , '13TBI' 'B' 8 'E1' 'C' k 'Cl.' WIOTH HEIGHT EM.(+) INT.(-) M(+) INT.(-) EXT.(+) INT.(-) 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 77-15/16" 25' 65.0 65.0 80.0 80.0 65.0 65.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 65.0 65.0 60.0 80.0 65.0 65.0 77-15/16" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 77-15/16" 49-5/8" - - - - 65.0 65.0 82-1/2' - - - - 65.0 85.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 77-15/16" 62' - - - - 65.0 85.0 82-1/2' - - - - 65.0 65.0 BUCK DIMS FIN FRAME 0/3w) P-1 (2/3W) 1 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' • • • • • • • • • •FIN FRAME ••••••• • • • • • • • • • • • • • • • • • • • \`,454"PP, p1�1,1 • AN. 46,75,..„ )rJ V0EN.,••.. V / . PRODUCT REVISED ryp Mpg O. 77..92 ;1 B$ dlnyddewith thj Florid • �* : i : u - NOTE: Np No 15-�32�.1� • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • : ;�� BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• • /ATE OF �ll AND FLORIDA BUILDING COMMISSION • �xplratl��at�09T22 L02D• • • • • • • • • NI °1 I �/ 2oR10�.• DECLARATORY STATEMENT DCA05-DEC-219 Mlaml-D • roduct Control t444 fa'69 Z q n O qm��py g2 d 2 g F4 NN; as � ao� O%1gam+ o Og � Cg9a a �Nw F 21 r1 .1 Q W W f V 8 0 3 J f a U SERIES sEriNEl 120 kW HOW. YIOIRG WOW. 0.11.1/S1.1.) U C 1 M UIJ CI id K 2 -0. C O = N o % N v 3 LT! 55- a c O 8 4 B r 0 T Y N k a 5 drowing no: Wi o-18 shoot 3 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) (1/ v) si ETD. MTG. RAT H.D. MTG. RAIL H.D. MTG. RAH. GLASS TYPES GLASS TYPES BUCK DIMS. 'A'LAI . WON! '8' k 'BI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73' EXT.(+) 65.0 65.0 80.0 80.0 105-1/4' 25' 65.0 65.0 60.0 80.0 110' 105-1/4' 65.0 65.0 80.0 80.0 73• 65.0 65.0 65.0 80.0 80.0 105-1/4" 37-3/8" 65.0 65.0 80.0 80.0 110' 65.0 65.0 65.0 80.0 80,0 73" 105-1/4" 65.0 65.0 80.0 80.0 105-1/4' 49-5/8" 65.0 65.0 80.0 80.0 110• 80.0 65.0 65.0 80.0 80.0 73" 65.0 65.0 65.0 80.0 80.0 105-1/4' 62" 61.6 61.6 80.0 80.0 110' 65.0 60.0 60.0 80.0 80.0 (1/3W) =4> (1/ v) si 0/,3w) a C5 H.D. MTG. RAH. ft OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' DESIGN LOAD CAPACITY - PSF (COX SIZES) STD. MTG. RAIL H.D. MTG. RUL H.D. MTG. RAH. GLASS TYPES GLASS TYPES GLASS TYPES HUCK DIMS. "A'k'Al . 'Blear 'B' k 'Be 'C' & T1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Ca.(+) INT.(-) 73' 65.0 65.0 80.0 80.0 " -65.0 65.0 105-1/4' 25" 65.0 65.0 80.0 80.0 65.0 65.0 110" 65.0 65.0 80.0 80.0 65.0 65.0 73• 65.0 65.0 80.0 80.0 65.0 65.0 105-1/4" 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 73' 65.0 65.0 60.0 80.0 65.0 65.0 105-1/4" 49-5/6' - - - - 65.0 65.0 110' - - - - 65.0 65.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 105-1/4' 62" - - - - 65.0 69.0 110' - - - - 65.0 65.0 (1/4W) i 0/2W) %% (I/i4W) o - b OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xox' NOTE: GLASS CAPACITIES 'ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • 0. ••• •• . • • • • FIN FRAME • •• OOOOOO • • • • •• ••• •• • PRODUCT REVISED as complying with the Florida BAIIdIttg8011de • • • NIA -NA 1543920.V • 6xplratl•n Dais 0;127:2021 • ••ia • sf Mlaml-D • • • • • • • • • • • • • • • • '��i '' OF IAAY 1 1 iOl6 O��� cc s• 70592 ra‘V 0 `01 n w lb 9 a� opt,. a g v, gaO ga 4Q gyb^ EREe aas^,f NIP-ANL\W10-03CGI HOW_ SIDING WOW. (LLU/SILL) U C N L F p 0 �(J) O SN o FF N NM1 ro p • ' n U 3• `C Z % 0 U. 05 (3 p FAX. (305) 593-6592 a A r p i drawing no. W10-18 sheet 3.lof 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • r 1/8" ANN. GLASS 075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Soflex Clear And COlor Glass By 'Eastman Chemical Co.' OR .090' Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Kuraray Butacite PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES 'IOEB`TFIPN 36" LASS TYPE 'A' 5/16" NOMINAL LAM. G 1/4' AIR SPACE 1/8" ANN. GLASS 1/8' ANN. GLASS 075' Interlayer Saner CP With PET Core By 'Eastman Chemical Co: OR 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co: OR .090" Interlayer SentryGlue By Kuraroy America, Inc.' OR 090" Interlayer Kuraray Butacite PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS 075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass O'Eastman Chemical Ca: R 090" Interfoyer SentryGlas O 'Kuraray America, Inc.' 090" Interlayer Kuraroy Butacite PVB By 'Kuraray America. Inc.' 1/8' HEAT STREN'D GLASS a o w SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 ®AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'B' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GL/SS 075" Interlayer Saflex CP With PET Cara By 'Eastman Chemical Co.' OR 090" lntedayer Saes Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Inlerloyer SenlryGlos OR Kuraray America, Inc.' 090" Interlayer Kuraroy Butacite PJB By 'Kuraray America, 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 w XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE, -'AI' 0.70" OVERALL NSW.. LAM. CUSS z SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/8" HEAT STREN'D GLASS 075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer SentryGlas By 'Kuraray America, Inc' 1/8" HEAT STREN'D GLASS a W SILICONE GE 1200 DOW CORNING 699 00W CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'C' 5/16" NOMINAL IAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OLAND(' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE. 'Bl' 0.70' OVERALL INSUL LAM. GLASS IN OROEFi TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' dr 'C1' MUST BE TEMPERED. 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP Wlth PET Care By 'Eastman Chemical Co.' OR .090' Interlayer SenlryGios By 'Kuraroy Americo, Inc: 1/8" HEAT STREN'D GLASS SRICONE GE 1200 DOW CORNING 899 DOW CORNING 995 ••• • • • • • X! EIDE SPAC•R • • • STEZL•BY CARCINA@ • • 'ue• •• • • • • • • •'_' i" CNACEX • • SUPER SPACER BY 'OUANEX' w AT 1/4 POINTS ALL SIZES • ••• • GLASS 71PE 11' •• • 0.70' OVERALL 4NSUL LAII. GWS • • • •• • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 B pa ami— de Product Control • 1010 `At�ltulAH 4,. ;��.•' � 6 ASF •. i s •• • • • • • • • • • • • • • • • :.. la7.1.1 i Z qn 0 q £ S O p � EL19�.. app G yj ei 0108 a11 r4 in n 462E P 0 .y 41 1 ` g § a d ooag4W WOE.' u a »I a s 8 n E ci g 0 2 s. u drawing no. W10-18 sheet 4 Of 11) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • 410 • • 000 • • • 1000 • • 1BY WOOD BUCK a TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE. DIS(: V W2 W1 EDGE VLSI• IBY WOOD BUCK W3 TYPICAL ANCHORS' SEE ELEV. FOR SPACING 6 METAL STRUCTURE TYPICAL ANCHORS -.SEE ELEV. FOR SPACING J 0 N TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME 2 3/8' MIN. 2-3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 216". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMnTED. PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 15-0929.13 Expiration Date 09122/2020 By TYPICAL ANCHORS -SEE ELEV. FOR SPACING FI MIAMI-DADE COUNTY APPROVED 11 I MULLION h MULUON ANCHORS 1 SEE SEPARATE NOA I EDGE DIST. LI I 1 TYPICALSEE ANCHORS SPACING -FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. T C •L__ s+�S FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu 77 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY . 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY M14 SMS OR SELF DRILLING SCREWS (Fu -74 KSI, Fy=58 KSI) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.-1/8") 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 8E PLATED OR PAINTED) TYPICAL EOGT_D14TANCF INTO CONCRETE ANO MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN._ Miami -El oduct Control CONCRETE AT HEAD, SILL OR JAMBS Fe o 3000 PSI MIN. C`-$0 FlOIL2W4ILLE. NO MAL WEK1 : BL :K. T JAMBS f'm - 2000 PSI MIN • • • • = 1/4" X 1-1/2" WEEP SLOT•AT 4-18/81• FRAM /AC: •• •• • END WITH PLASTIC COVE1! • • • • • • • • • • • W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END • • • • • • • • •• ••• • WEEP$OLES., wt • • • • • • • • • • • • • • • • • • • •• • • • .' • • • 11b1.1.1 i49 `�INUnllil .14Hg 'P •'1. GENS.' 7 •92 ATE OF ��'sS�aMAL‘ /IIIIIIIILI lo4a,u Z 0 y m R P4 re o ro wo16O Y. �N° � N I 082.0 a tll °oL o� aol O79c 0 3NM •``' z 0 _ n CI o .- Uo¢ FAX. (305) 593-6592 a u i v° S d 8 8 a oc r 5 l drawing no. W10-18 (sheet 5 of / 1) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH VENT WIDTH 1 114' - 1/4' MAX. n.•—SCREENS OPTIONAL 1 B WOOD BUCKS BUCK WIDTH XOX LAYOUT < D.L. OPG. MIAMI-DADE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME 1/4' MAX. SHIMS EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE WOOD B K WOOD STRUCTUR SWEEP LOCK OPTENAL TO SPRING LOCK VENT WIDTH - SCREENS OPTIONAL XO LAYOUT 1/4' MAX, SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L OPG. v FLANGE ADAPTOR FRAME O INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND Is* • • • • • •" • • • ELRIGE:DA:TO�'FRAMES. • • • etel fee* •• • • • \\ttttunullT/ilii �O PRODUyCTgREVISED 18Y •• Bu IIMs••replyengewljl the Florida • W000 BUCKS• NOA•No. 85-99V.i3 • • • • • • .ate • • Expjklonba 012%2820 • • • O �' OF Mloml . •': product •ontrol 1 3 R1 ' tin „''6s1OAL1".0G\\ N•.7 +'2 T L Z .-7•2g o m N � y• �1 mot O pm oQw�0 pp.co Got¢ ; O 4m p� .lom� a6mf U O O 3 a 8 O c v v 6 !2 i a 0 p S s E r. s 2 a 6 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 1 drowing no.1 W10-18 sheet 6 of 11 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE- DIST: • TYPICAL ANCHORS SEE ELEV. • FOR SPACING U x m N METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME r T MIAMI-DADE COUNTY APPROVED MULUON & MUWON ANCHORS N SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/6' MIN. 2-3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 276'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMRIED. BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA BUCK WIDTH • • • • • • •• ••• •• • • • •• • • PRODUCT REVISED as complying with the Florida VOA-tio. dal§ eq2 9`is• • . • • • Expiration D to 6812E12020 • • • • • + r� • MAI • • • • Jami- a Froddtt GoatIll• (9A F •t ••• O. • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z m pgg • m W FE z g O p V p ape O▪ G,2+ Ogg Oaop 0,4a IYitZg N etN=Y zio-r e aWg1f0 n q 3 J a U FAX. (305) 593-6592 C a o d W d. o 222 ro 3 a a drawing no. W10-18 sheet 7 of 11 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING HOUSE WRAP NOT BY CGI HOUSE WRAP NOT BY CGI P TYPICAL ANCHORS SEE ELEV. FOR SPACING BACKBE0 CAULKING z i WOOD STRUCTURE NOT BY CCI FIN FRAME TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SM$ (Fu - 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD HOUSE WRAP NOT BY CCI EXTTyE.IOR • • • • • • • • • • • • • •• • • •• ••• •• • • • •• PRODUCT REVISED a•compahyongg with tlia Florid* • B• lding.Code N••-Nv 1543939.':3 • • • • ExplratIriVat• 0$124201010 • • • • ••• By nemb04lte Product Control • ••• PAT i'[`s �' F�ORID1': �°�� Yrj9:1 AlA4 T3. ,N\. o� q� gO O .t'. i Egl a 0gotl o1 ° 0 LA O o 41 G. <HE I a U Inc �O v i 3 4 VI �€ 1 22 T r s d 9�0 a o o „c i S .b. drawing no. W1O-18 (sheet 8 all) ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• ITEM PART # QUANTITY DESCRIPTION MATERIAL MANY./SUPPLER/REMARKS E1 CGI -100 - FRAME JAMB CO FIXED GLASS 6063-T6 CGI EXTRUDER E2 CGI -113 - FRAME SILL 6063-76 CGI EXTRUDER E3 CCI -102 - FRAME HEAD 6063-T6 CGI EXTRUDER E4 CGI -103 - MEETING RAIL 6063-T6 CGI EXTRUDER E5 CGI -104 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 CGI -105 - HANOI E RAIL 6063-76 CGI EXTRUDER E7 CGI -106 - SASH RAIL 6063-T6 CGI EXTRUDER E8 CCI -107 - 5/16" GLAZING BEAD 6063-15 CGI EXTRUDER E9 CGI -108 - 0.700" GLAZING BEAD 6063-T5 .CGI EXTRUDER El CGI -109 - FRONT FLANGE ADAPTOR 6063-16 CGI EXTRUDER Ell CGI -110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER E12 CCI -135 - TF FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER E13 CCI -136 - TF FRAME HEAD 6063-T6 CCI EXTRUDER El CGI -139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER El CGI -140 - 1" MUNTIN 6063-15 CGI EXTRUDER El CCI -141 - 2.5" MULLION 6063-T6 CGI EXTRUDER Ell GCI -605 - SCREEN FRAME 6063-T5 CCI EXTRUDER El CCI -114 - SILL SNAP IN 6063-T6 CCI EXTRUDER El CGI -115 - SILL FILLER 6063-T6 CCI EXTRUDER E20 CCI -116 - FRAME JAMB 6063-T6 CCI EXTRUDER E21 CGL -117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 CGI -136 - TF FRAME SILL 6063-76 CGI EXTRUDER E23 CGI -109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER M1 CGI -382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CCI -111 - SCREW COVER (OPTIONAL) PVC - M3 CGI -112 3' O ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700" X 0.040" BEAD GE1200 SILICONE SILICONE GE M5 - 0.700" X 0.040' BEAD DOW 995 - SIUCONE DOW MB - 0.700" X 0.040" BEAD DOW 899 SIUCONE DOW M7 - 2/ LRE SETTING BLOCK EP OM OUROMETER 80±5 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUN. - - , M9 684 - ROLLER TRACK PVC - M10 CGI -128 2 PER SASH ROLLER HOUSING NYLON - M11 W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 C01-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTILIFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - M16 CGI -134 - JAMB SPACER PVC PROTOTYPE OR EQUN. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI -132 2PER WD. 2" SASH STOP PVC PROTOTYPE 1.119 C0I-111 CO FR. HEAD SCREW COVER PJC PROTOTYPE M20 C0I-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EOUN S2 - 2 OR 3 PER CORNER j'' 10 X 1 1/4" LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - S3 - 1 1/4" EMBED. 11 B X 1 1/2" LG. PHL PH. SMS. FIN ANCHOR SCREW - - S4 - 4 PER W0. / B X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW - - S5 2 PER WD. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - 56 - - / 6 X 1/2' LG. FH. SMS. O CGI -133 & CAM LOCK - - S8 - 4 OM. RAIL / 10 X 4' LG, PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - 59 - 2 PER ANULIFT t 10 X 5/e' LG. PHL PH. SMS. ST/ST. ANTILIFT SCREW - - • • .• • • • • • • • • • •• • •• ••• • PRODUCT REVISED as complying with the Florida Building code Now -No. 15-0929.13 Expiration Date 09/2212020 By MI •• • • ••• • • • • • • • • • • • • • • • •• • • ••• •• • Product Control • •111111 �IApp AHA //'. GENS '•"., • • • • • • • •rp •• •• • •••• • i'O • • • MAY•1 t tat. 7 2 1 TE OF ' <( sso ......��` /" FdALl 1�\ u, 0 g0.i 6 0 o`0 wg mat 0U).� 0 4.4 0 o&o08 04NOc71G Qrn�3 "r7. t a Q W W E 0 V 0 I a V R i N 0 .n v FAX. (305) 593-6592 a a 'a g g a u a a 0 D 4 8 g 0 i N 0 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • drawing no. W10-18 sheet 9 of 11 FLUSH FRAME HEAD E22 FLANGE FRAME SILL FLUSH FRAME SILL 2.737 2.505 065 2.613 - 1.000 --.991-- 3.237 FLANGE FRAME JAMB (MOVING) 2.737 r 2.505 2.613 .500 I- .991 2.737 FLUSH FRAME JAMB (MOVING) FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) 2.113 1.220 1.015 r `I1.007 - .065 TIP. --1.368-- .745 MEETING RAIL LOCK RAIL HANDLE RAIL NAIL FIN ADAPTER .490 .705 II�i�.050 TYP. -i .864 Ee 5/16' GLAZING BEAD .120 .705 ,050 TYP. .064 Ea .700" GLAZING BEAD 2.264 i 1.255 .0130) s TYP. SILL FILLER OFLANGE ADAPTOR .180 .050 T .180 N3 FLUSH FRAME COVER 1.449 293 .0601 11.413 M2 SCREW COVER O SASH RAIL • • • • • • • • • •• ••• • It • • • .•• •• -••• •• • • • •• PRODUCT REVISED s e& In1 oewlt6Fiorll a OA- 19• ••29. 3• • • Explrar r Mita •9/x/2029 ••�y • ••• Mlam(- de product Con: • • • • • • i1 O / ATE OF • • ,'�'• FtoR1vR:'G� ���� �MA1 X1111 11111111111 p`D ..�.Q.NM 7jI, •' GENSF'I'.7,0 �14,v Z q O 'OP d ' O oil a� 06,7“,2 O g g r 0108 u. z _ a 02322% a a O v° s s 2 B 1 e drawing no. W10-18 sheet 10 of 11) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l VENT TOP/BOTTOM CORNER$ FIXED Mt, RAIL CORNER • • • • • • • • • • • • • • • • • • FRAME BOTTOM CORNER • • • • • • • •• PRODUCT REVISED as complying with the Florida 05' Buirciltag SAO Expirat▪ ion Rate QPI2C2020 • • • •• • �� � • • • • • •)U OF ((�� • • • • • pp � ORION.•' \�� MI ml-➢ Product Control • • • MAY •1 1 Ls' 1 �,,/;SSi.Q�'� >G'�''` iiillllll1 • • • •• Ok „ �= s z 001-a g �t O t l'1 0g evoeR paoa§ 1:21.1E21 C o Q nd z• J aRs j Q 6irnf COMP-ANIAW10-03CGI ( j u J C 1 - P N Q w 2' � oh. f\ O c 3 J 3 cZ�o 0 05:3 -(3 5 C 0 n `u v >r a NO CHANGE THIS SHEET e O O C I a a t k .g' (rawing no. 10-18 sheet 11 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25th 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 (A1-.14.• • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Comity Uftyiuct Control Section • • • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the righf t4 have this • product or material tested for quality assurance purposes. If this product or material fails.to.pgr.form in the accepted•••• manner, the manufacturer will incur the expense of such testing and the AHJ may immetliAtgly revoke, modify, �y. • suspend the use of such product or material within their jurisdiction. RER reserves .tlre'right'tRre.o- ke tSis•••• acceptance, if it is determined by Miami -Dade County Product Control Section that this•pr�ock et or material fails to • • meet the requirements of the applicable building code. • • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208' Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy •••• This product is approved as described herein, and has been designed to comply with the FJafiOafiuilding Code, _Velocity Hurricane Zone. • • includ' 1 • • • ESCRIPTION: Series "160 Sentinel" Aluminum Outswing glazed Doors w/wo SitteJiJes ; LMI• • • • • • • . .... . _ 1 ! titled "Series 160 Sentinel Outswin: Do.: ','sheets 1 thru 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 ex.iration date by the Miami -Dade County Product Control Section. SILE 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, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this 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 # 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. MIAMI•DADE COUNTY APPROVED NOA No. 14-1015.04 Expiration Date: August 08, 2018 Approvai 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 thio 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. 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-q4 • •••• - 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94. • : • • • • Along with manufacturer's parts and section drawing marked -up drawings•ef gi!uminurn•out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. AT.Sk"1218.0142 dated . . 02/11/2013, signed and sealed by Henry Hatem, P.E. • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBG TAS.202-94, •. 2) Large Missile Impact Test per FBC, TAS 201-94 •••••• •.... • • .• 3) Cyclic Wind Pressure Loading per FBC, TAS 203-.74*: •: • . • Along with manufacturer's parts and section drawing marked -up drawing; of aluminum ri33�lites, • issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample ,#13),dated,Q1/16/201 S, signed and sealed by Ramesh Patel, P.E C. CALCULATIONS 1. A or rification calculations and structural analysis, complying , prepared by Al Farooq Corporation, dated 10/06/2014, 05/19 an as revised on 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 DeNemours & Co., Inc. for. their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of confor na e to FBC 2014 (5th Editi • • . nd letter of no financial interest, prepared by Al Farooq Corp • • • . • ! • signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. Lt���� Ishaq X. Chanda, P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 .• E-1 . 6" MAX. HEAD/SILL CORNERS 37-1/4" DOOR FRAME WIDTH m \ 1. — LAM. or INSUL-LAM. FRAME WIDTH '...:_ y/ Q. I `^ +� EXT.(+) _ 37-1/4" 35" 11 II II li __1L./ --i y/ / / \ M b J 0/ - 6 - n. o a 0 J _ _ M -- i2, tEi!'+ !/ /1 / Lyy \ \ \ __-1t_% 1 1 - ""q N. \ \ \I 1 1� / E O LOCK OPTIONS SEE SHEET 9-\„ .1,2 \\%/ \ \11 \ \\ \ ACTIVE IINAC NE 23 1/2" D.L. OPG. TYPICAL ELEVATION ( X ) 2 ANCHORS TYPE 'A', 'B' OR 'C' AT STILE ENDS m m b g 2 ANCHORS TYPE 'B' AT STILE ENDS DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAM. or INSUL-LAM. FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 37-1/4" 35" 96" 80 80 72• 6" MAX. HEAD/SILL CORNERS DOOR FRAME WIDTH 3" 6" _ DOUBLE (XX) �/\ I 1 1 FRAME WIDTH / FRAME HEIGHT EXT.(+) / / / / // \ 11 \ II 1.1L_ --\7^- ii _ =-_-_ x� __ _le/ -R ___RF_= --LI // i I \ u, -\ u' \\ I / { j/ I — II II 96" 60 _,12">7 ,,_ C - _ a 0 - 1/2"7 // / 7 / E O LOCK OPTIONS SEE SHEET 9-\„ .1,2 \\%/ \ \11 \ \\ \ 1 1 C) I IINAC NE - ACTIVE -�/I`` SEE CHART FOR QUANTITY N Q� 0 DOOR OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 23 1/2" D.L. OPG. 23 1/2" TYPICAL ELEVATION ( XX ) D.L. OPG, 4 ANCHORS TYPE 'B' AT STILE ENDS 1 ro� Z o: a � SURFACE APPLIED FALSE MUNTINS MAY BE USED DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAM. or 1NSUL-LAM. FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 72" 35"...- 96" 60 80 ESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' 'B' 'C' 1/4" 4 4 4 3/8" 6 6 6 1/2"7 7 - PRODUa REVISED ' amolt•IH r►eM Y M• N-IC/5".0'F pq KUSoQ1?0I& �sL _ Slob SERIES SENTINEL 160 ALUMINUM OUTSINING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. •• • •••A:OAT?DURATION IfICREIISE IS•liED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • • • MATERIALS INCLLIDINO BlR NOi LIMITED TO STEEL/METAL SCREWS, THAT COME INTO • • •; C;ITIT MTH OTHfR+WSSIMIIAR MATERIALS SHALL MEET THE REQUIREMENTS • • • • • OF•�l1RE,T.FLORI A DOOR D.L.O. DIMS • 000 D.L.O. HEIGHT = FRAME HEIGHT - 11E.8754 • • • 1.• D.L.O. WIDTH (X DOORS) = FRAME.F21DTH •- 13.75'x• • • D.L.O. WIDTH (XX DOORS) = (MOE WIDTH. 2542 •• • • • ••• • • .. DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Enqr: JAVA° AHMAD CML FLA. EE + 70592 CA. . 3538 • 2015 to4"u Z 1' ot2 g IX 0 u. 08 OB M caQo8 O ct-,3cgD �� et n oe d Q f � COMP -ANL\W13-01CGI SERIES SENTINEL 160 ALUM OUTSMING DOOR (LM.I./S.M.I.) (n o o w o N N o VT L }�NM� O 1n D3 h zz�o 0 Ooa 1 C.) FAX. (305) 593-6592 0 .o U v �6 0 a A 1 T n v v 72. H c n i .i a drawing no. W13-01 sheet 1 of 11 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 41 • • • • • • 0 • • 000 • • • 0041 • • 8" MAX. HEAD/SILL CORNERS 37-1/4" DOOR FRAME WIDTH 2 ANCHORS TYPE 'A', B' OR 'C' AT STILE ENDS 72" 6" MAX. HEAD/SILL CORNERS D.L. OPG. DOOR FRAME WIDTH 33"" 6" 3" -I-- ANCHOR TYPE /- a S' \ / 'C' / / II n II __1LY --1 I / / // / g ' ,4 o n O /LOCK OPTIONS SEE SHEET 9- \ i -"e \ \ \ \ 1 _ / __I / x1// / II II \ I ..,.=�F=== \ H \ii I I \ \ \ .,,. INA E az ACTIVE 1,sis, D.L. OPG. DOOR FRAME WIDTH 33"" 6" 3" -I-- 2 ANCHORS TYPE 'B' AT STILE ENDS TYPICAL ELEVATION FOR 3 HINGE DOOR ( X-) 23 1/2" D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED SEE CHART FOR QUANTITY N TYPICAL ELEVATION FOR 3 HINGE DOOR ( XX ) NOTE: SEE SHEET 1 FOR DOOR CAPACITIES HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE -1'11 1\' 1 1 S' \ / 'C' / / y/ / / / / /It\ /ii,, / \ \ __,_ --V- —V- ___- ____0 / // I ;I n 11 I\ I _ _\ ii, -\ \ X( \ tr� / i/ n II II II \\/ O /LOCK OPTIONS SEE SHEET 9- \ i -"e \ \ \ \ 1 i I I GI''' I I ' ACTIVE 1-1\1/ .,,. INA E 2 ANCHORS TYPE 'B' AT STILE ENDS TYPICAL ELEVATION FOR 3 HINGE DOOR ( X-) 23 1/2" D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED SEE CHART FOR QUANTITY N TYPICAL ELEVATION FOR 3 HINGE DOOR ( XX ) NOTE: SEE SHEET 1 FOR DOOR CAPACITIES HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' 18' 'C' 1/4" 4 4 4 3/8" 6 6 6 1/2"7 7 - •• ••• • • • • • •• • • • • •• • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• Engr: JAVA° AHMAD CML FLA. PEA 70592 CAN. 3538 • • • • • • • • • A i 0 5 2015 PRODDC r REVISED as comply* with the Florida biddy Code Aereptl•tt No O/ O o.t. 1 s Cow n34u COMP —ANL\W13-01CGO FAX. (305) 593-6592 0 a N O a G N O L. c 2 date; 01-03-13 n J K drawing no. W13-01 (sheet 2 o111) • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 37 1/8" 6" MAX. HEAD/SILL CORNERS SIDELITE WIDTH O O u J d O DESIGN LOAD CAPACITY - PSR SIDEUTE STATIONARY PANEL (0) SIDELHE FRAME HEIGHT (SEE NOTE BELOW) WIDTH INCHES INCHES EXT.(+) INT.(-) 24 6 80.0 80.0 30 7 80.0 80.0 33 80. 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 39 73.8 73.8 42 68.6 68.6 24 80.0 80.0 30 80.0 80.0 33 90 80.0 80.0 35 80.0 80.0 37-1/8 77.6 77.6 39 73.8 73.8 24 80.0 80.0 30 80.0 80.0 33 96 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 O G 31 1/8" D.L. OPG. TYPICAL ELEVATION ( 0 ) 144" MAX 36" 72" SIDELITE WIDTH DOOR FRAME WIDTH 36" SIDELITE WIDT 5" MAX. HEAD/SILL CORNERS SEE CHART FOR QUANTITY HEAD ANCHORS AT ST LE & MULLION ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' 'B' 'C' 1/4" 4 4 4 3/8" 6 6 6 1/2" 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEETS 1 & 2 ====g==== INACTIVE 31 1/8" D.L. OPG. SIDELITE OPTIONS 23 1/2" D.L. OPG. 31 1/8" D.L. OPG. TYPICAL ELEVATION ( OXXO ) 4 ANCHORS TYPE '8' AT STILE AND MULLION ENDS 5 m m U SURFACE APPLIED FALSE MUNTINS MAY BE USED 51D 1T DI}!5• •• • • • • • • • D.L.O. HEIGHT = FRAT4 H�I)jF� 1}••87 • • D.L.O. WIDTH•= SIDE OE MDT. -•6**ST!{14:L0%SIDELITE ONLY D.L.O. WIDy-1•= SIj1 QE AIST: -•x.2175:ID:IT=:4 DOOR ONLY • •••• • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • ••• • Engn JAVA° AHMAD ' CML FLA. PE i 70592 • CA :3538 • • • "• O. • • • 2015 IRODUC f REVISED as eumplrley wllY 6e FlorWA Minn Code Aeeeptsoee No lM -(060 tepfnelee Delo 81ta I t Fj Mira/ M. Evaded Coellol ra‘u Z o6 / F4 a ^z g LL E of < v " a� R o ..c o4;Ei LL„,›E e aag", H 0 E1 8ry 8 c� FO2 W i i .1 U drowing no. W13-01 sheet 3 of 1 1 ) •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF WIDTH t ( DOOR SIDELITE SIDELITE 70 DOOR MULLION SIDELITE LEAF FRAME (SEE NOTE BELOW) WIDTH INCHES WIDTH INCHES HEIGHT INCHES EXT.(+) INT.(-) 24 / 0- 80.0 80.0 30 //' `\ 80.0 80.0 33 35 84 80.0 80.0 36 r*\11 , 80.0 80.0 37-1/8 \ r 77.6 77.6 39 \ \ICU 73.8 73.8 42 / , 68.6 68.6 24 / 80.0 80.0 30 \ / 80.0 80.0 33 35 90 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 39 77.8 73.8 24 80.0 80.0 30 80.0 80.0 33 35 96 80.0 80.0 38 80.0 80.0 37-1/8 77.6 77.6 O O DOOR FRAME WIDTH SINGLE (X) 37" MAX. DOUBLE (XX) 72" MAX. SIDELITE. TO DOOR INSTRUCTIONS. USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES ON SHEET 1, 2. SELECT LOWER OF SIDELITE TO DOOR MULLION CAPACITY FROM TABLE ABOVE. 3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. DOOR FRAME SIDELITE WIDTH , I` WIDTH SIDELITE DOOR FRAME WIDTH ,I WIDTH IDEUTE DOOR FRAME SIDELITE WIDTH WIDTH t ( 1. r / (y 0 (- ;; „0- \ / '�i 're / 0 i., / .4 \\ 0 / 0- \ \ / //' `\ \ / / 0 \ \ 0 \ r*\11 , SIDELITE DOOR FRAME WIDTH ,I WIDTH IDEUTE DOOR FRAME SIDELITE WIDTH WIDTH t ( WIDTH -- (y WIDTH (- ( / \ %} / 0 .��� / 0 i., / .4 / `p- / 0- \ / //' `\ • / / 0 j \ 0 \ \ / \ / / \ r w ry , / \ \ICU \ / , N l{ X%� \_ DOOR STILE END ANCHORMULLIOS 1 END ANCHORS SEE SHEET 3 SEE SHEET 1 ( 0X0 ) SIDELITE DOOR FRAME 000R SIDELITE FRAME e WIDTH ( WIDTH t ( \; /\• / _ / (- \ / \ %} 0 0 .��� / 0 i., / .4 / `p- \ 0 \ / \ `\ \ / / � \ \ / \ / \ / / r w ry , / N l{ X%� \_ DOOR STILE END ANCHORMULLIOS 1 END ANCHORS SEE SHEET 3 SEE SHEET 1 ( 0X0 ) SIDELITE DOOR FRAME 000R SIDELITE FRAME e WIDTH ( WIDTH t ( \; WIDTH / _ / (- \ \� / /,'' %} .. Vii} \ / % / \ \ 0 - o / \ `\ 0 - / \ � / \ \ / \ / / r ' , r 7 , / DOOR FRAME SIDELITE WIDTH WIDTH ( WIDTH (- ( ",' .. / \ - o /6 `\ 0 - ii/ / � 'moi \ \ \ / \ / \ / \- / \ / - ( OXXO ) IBgDUC r REVISED •a amply/iv wllh the FlorNc Code Amp Mac No y -I D)S .DIf •y •wrai Dote _,%_. 9.1 14 DWr iodocl Coatral NOTE: • • • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • USED ON ASTM E1300-09 (3 SEC. GUSTS) •• • AN. FLORIDA BUILDING COMMISSION • • • • • • • • • • • DiVRATORY STATEMENT DCA05-DEC-219 • ••• • • • • • • • •• ••• • • • • • • • • • ••• Engr. JAVAD AHMAD CML FU. PE 70592 • • CAN 3538 • • • • • • • • • n' " ••• 0341.9 Z p o F a O o °aa CC O O Y r V °o 2 oy°°Ni Lap▪ 0 d fy c� Ow 0, N o N LO r a 3 N1.1 0 . 6 Zz�� El„ p o r 1 (305) 593-6592 8 0 n u v v 8 a Lrg U y�3 b 2 a C 0 �41 i 72. 0 b 8 g c a .i .r L drawing no. W13-01 (sheet 4 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • It • •• •• • • • •• •• ••• • • • ••• • • sheet 5 of 11) z a 3/16" ANN. GLASS _ .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Soflex Clear And Color Glass _ INTERLAYERS- B' 'Eastman Chemical Co.' _ .090" Kuraray SentryGlas By 'Kuraray America, Inc .090" Kuraray Butacite PVB By 'Kuroray Americo, 3/16" ANN. GLASS SILICONE DOW CORNING 995 DOW CORNING 899 GE -1200 c ce o� o• \ O / AT 1/4 POINTS 7/16" LAM. GLASS 3/16" HEAT STREN'D GLASS _ .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass _ By 'Eastman Chemical Co INTERLAYERS- _ .090" Kuraray SentryGlas By 'Kuraray America, Inc.' .090" Kuraray Butacite PVB By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 995 DOW CORNING 899 GE -1200 z C "i . m �I \ I I� Ili� 6 \ / 8 / i AT 1/4 POINTS 7/16" LAM. GLASS GLAZING OPTIONS 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/16" ANNEALED GLASS INTERLAYERS .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass _ 8y 'Eastman Chemical Co.' _ .090" Kuroray SentryGlas By 'Kuraray Americo. Inc.' .090" Kuraray Butacite PVB By 'Kuroray America, Inc.' 3/16" HEAT STREN'D GLASS • SILICONE DOW CORNING 995 DOW CORNING 899 GE -1200 ' XL EDGE SPACER �ST. STEEL BY 'CARDINAL' ` OR / DURASEAL BY 'OUANEX' / OR / SUPER SPACER BY 'QUANEX' AT 1/4 POINTS 1" OVERALL INSUL. LAM. GLASS • • • • • • • • • • • • • • • • • • •• ••• •• • • • • •• • •••• • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • ••• rey6U z O gE a F o a R o$ v v 'o .11 D�CQ48 8021 ad3dG a6EV PREMIX f REVISED an uplyeaW11� LM Platys i Cade Ateepuate .4.40/1-,0 t•pineles Dalt ..L�Sr�� 1Rb�aed.et Central S d V M1 l J Z Q I a V M 0 n N 9 n O N S O C n 0 .e..: 3/a• a ". v drawing no. W13-01 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. 1BY WOOD BUCK SEE .OTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 8 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING i WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 1/4" DIA. ULTRACON BY 'ELCO' (F8=177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'B'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'— 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 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) u z ggs mN O iEOCE DIST. anoricra AN METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING r MIAMI—DADE COUNTY APPROVEDn, CLIPPED MULLION SEE SEPARATE NOA 0 a w cc. v� 010 $ Q a Q g H o°1tbC 5�Q} 1L 3 1n f C OHO COMP -ANL\W13-01CG1 S ut a TYP CAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • • • • •• • WOOD AT HEAD OR JAMBS SG - 0.55 MIN. • • • • • CONCRETE AT HEAD, SILL OR JAMBS f'c = 300 SSI M11S. C-90 HOLLOW/FILLED BLOCK AT JAMBS Cm • 6000 691 MIN. • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ANCHORS MAY BE HEX OR FLAT HEAD. • • • •• £ngr: JAVA° WAD C L FIA. PE 70592 • CAN. 138 • • • • • •_ • • SEALANTS: • • • • • • • ALL JOINTS AND FRAME CONNECTIONS SOLED rWITH • • • GE SCS2000 SILICONE SEALANT. • • • • • ••• • • ••• • • 1 • • ••• DOOR DETAILS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mmaoUCFREV13Eo r e mplyiq witr Ire Florlr Aplpt•iete No I cqd/S:O y �1iarM//w11 w Owe S—N}S I• �4 91l!f1odoet Carnet co_ c 0 U O T a 0 D i� O c 5 201! i drowing no. W13-01 sheet 6 of 11 3/8" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING O 3/8" MAX. SHIM w a METAL STRUCTURE 3/8" MAX. • , SHIM. CONCRETE • OR ' MASONRY TYPICAL ANCHOR'S •. SEE ELEV. ' FOR SPACIN2 ACTIVE LEAP LEAF WIDTH 1 r DOOR FRAME WIDTH EXTERIOR l 1BY WOOD BUCK SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1r Fr s _ � >r • 0 ACTIVE LEAP O O a 3 POINT LOCK WITH DEAD BOLT SEE SHEET 9 3 POINT LOCK WITH DEAD BOLT SEE SHEET 9 FLUSH BOLT LEAF WIDTH EXTERIOR O.L. OPG. LEAF WIDTH INACTIVE LEAF O DOOR FRAME WIDTH • • •• ••• • • • • • •• PRODUC t REVISED r erpb'ri wink He renal Wirt Car Mrrasee N0/54-70/C.0V Eritrea Dote Is. -1 `l O Mail Mt P Corral 3/B" MAX. SHIM 28Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 • • • • • • •• ••• •• • • • •• Eng r. JAVA° AHMAD CML RA PE 170592 • • • • • • *CAN 3F78 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • 052015 DOOR DETAILS TYPICAL ANCHORS SEE ELEV. FOR SPACING ni ‘u ?n1 SERIES SENTINEL 16D ALUM OUTSWING DOOR (LL4.1./S.14.I.) S n c u 0 a w v h d O i c 8 a Eats: 01-03-15 drawing no. W13-01 (sheet 7 of 11) ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • EDGE "DIST. s 6 CONCRETE . TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CONCRETE, Jo d m - 3/8" HAS. - MATING JAMB FASTENERS FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEETS 1 h 2 0 FRAME WIDTH DOOR FRAME WIDTH 37" MAX. SINGLE (X) 72" MAX. DOUBLE (XX) TYPICAL ANCHORS 4" LONG SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING APPLY SEALANT BEFORE MATING •• ••!•• • !'• • • •• NOTE: LIMIT SHIM TO METAL STRU:TURE AT .1�MErS•t) y8'� • •• • • • • ••• • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • ••• Engr. JAVAD AHMAD CML FLS PE 70592 • C.A.N.'e 38 (0411U Z p 0 p i g a� cg 0 < Vg 11 DaQ,;,o 0.301 J LL'=Nf L COMP-ANL\W13-01CGO • a ►RUDUCI' REVISED Welding Cad. w1M tie MAY Artrpunee No/ —, 31,1 bi E.pkrtiw Dale o .y er. SL.—„c . L .,,5 89*o/ RNe. Pmdret Castro. 0 v D w 0 i 0 la m b 6 drawing no. W13-01 [sheet 8 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 31LL OF VATERIALS ` ..V ITEM A PART Na. DESCRIPTIO4 MATERIAL HANUF. REHARXS 1 CGI -189 FMK HEAD AND SILL 6063-16 CGI EXTRUDER USED BY ALL OPTIONS 2 CGI -190 FRAME JAMB 6063-T6 CU EXTRUDER USED BY ALL OPTIONS 3 CGI -196 SIDELITE HEAD AND SILL 6063-16 CGI EXTRUDER 3 PER CORNER 4 CGI -197 FREE STANDING SIDELITE JAMB 6063-16 COI EXTRUDER OPTI(NAL 5 CGI -198 HATING SIDELITE JAMB 6063-T6 CGI EXTRUDER 25 6 CGI -193 PANEL TOP AND BOTTOM RAIL 6063-16 CGI EXTRUDER pT7A� � T� �p IN--1411X42'1THH if? 7 CGI -194 PANEL VERTICAL STILE 6063-16 CGI EXTRUDER HAGER HAGER 9 CGI -199 SHEAR BLOCK 6063-T6 CGI EXTRUDER OPTIONAL 12 C61.191 FRAME HEAD AND SILL CREW COVER 6063-15 CGI EXTRUDER 13 CLI -192 FRAME HEAD AND SILL SLANTED SCREV COVER 6063-T5 CGI EXTRUDER 14 C61-121 7/16' GLASS GLAZING BEAD 6063-15 CGI EXTRUDER OPIIONAL 14A CGI -123 V GLASS GLAZING BEAD 6063-15 CGI EXTRUDER 15 CGT -200 SHEAR BLOCK PLATE 6063-T6 CGI EXTRUDER 16 C6I-195 ASTRAGAL 6063-15 CGI EXTRUDER 17 CGI -508 SCREW COVER 6063-T5 CGI EXTRUDER `V v - PART No DESCRIPTION MATERIAL UDE. REMARKS 18 CGI-4503PL 3 POINT LOCK ASSEMBLY (ACTIVE LEAF) XC -1947 CGI-CUSTON USED BY ALL OPTIONS 19 CGI -1204 FLUSHB(LT ASSEMBLY UNACTIVE LEAF) 116 [GI -CUSTOM USED BY ALL OPTIONS OPTION 1 5455 PASS ACTIVE LEVER (ACTIVE LEAF) 23 BALDVIN 3 PER CORNER .187 x .320 WEATHERSTRIP PILE V/ CENTER FIN 5455 FD MY LEVER (INACTIVE LEAF) BALDVIN OPTI(NAL V33321NG 8231 NAIMOLI (ACTIVE LEAF) LLTRAFAB OR EOUIV BALDWIN 25 OPTION 2 J060 DCADDELT (ACTIVE LEAF) ALUMINUM DEXTER BY SCH pT7A� � T� �p IN--1411X42'1THH if? 25A J10 TOROS ACTIVE LEVER (ACTIVE LEAF) HWCC (4 I/2' X 4') DEXTER BY SCH. HAGER HAGER 077211-ppZL[iFFxEETO8? TOP 412-14x1/2W NMS) JI0 111605 DUMMY LEVER (INACTIVE LEAF) ABri-IS3 DEXTER BY SCH. OPTIONAL OPTION 3 DB2410 DEADDELT (ACTIVE LEAF) VINYL COPPER CREEK 27 112220 ACTIVE LEVER (ACTIVE LEAF) 3/8'-16 FULLY THREADED ROD - SECURED WITH 3/8' HEX MUT COPPER CREEK BL2290 DO91Y LEVER (INACTIVE LEAF) COPPER CREEK OPIIONAL v „ ITEM A V PART No. DESCRIPTION DESCRIPTION MATERIAL REMARKS 18 21 114 X 3/4' HEX ICAO TEKS - KLEIN ATTACHMENT XC -1947 FRAME GASKET FOAH 19 A 6 X 1/2' PAN HEAD SNS - ASTRAGAL ATTACHMENT 116 32084 12' FROM ENDS 20 AMESBLRY OR EOUIV A 10 X 11/4' PH SNS - ASSEMBLY 23 M5 3 PER CORNER MISCELLANEOUS ITEM N CODE PART Na DESCRIPTION MATERIAL MAMF, REMARKS 21 HID XC -1947 FRAME GASKET FOAH AMESBURY OR COON 22 116 32084 .350 FOAM GASKET FOAM AMESBLRY OR EOUIV 23 M5 V33321NG .187 x .320 WEATHERSTRIP PILE V/ CENTER FIN VOOL ULIRAFAB OR EOUIV 24 M8 V33321NG 187 X S00 HIGH PILE V'STRIPPING VOOL V/ FIN LLTRAFAB OR EOUIV 25 N9 CH -108-B HINGE (4 1/2' X 4') ALUMINUM CGI -CUSTOM pT7A� � T� �p IN--1411X42'1THH if? 25A RIO AB800-US32D HWCC (4 I/2' X 4') BRASS S/S HAGER HAGER 077211-ppZL[iFFxEETO8? TOP 412-14x1/2W NMS) 25B All ABri-IS3 HINGE (4 1/2' X 4') 26 114 C6I-382V GLAZING BEAD BULB VINYL CGI-CUSION 27 M7 3/8'-16 FULLY THREADED ROD - SECURED WITH 3/8' HEX MUT ZINC PLATED 28 - SETTING BLOCK (2 PER LITE) EPDM DIURONETER DOTS SHORE A NOTE: ITEM NUMBERS 8. 10 & 11 ARE NOT USED •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • •• • • • ••• • • ••• Engr. JAVAD AHMAD CML F•IA PE + 70592 CAN. e ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC F REVISED tvhp(XrMss with the Florid{ Aetepesoce Na Q .O Y 6Ap4rrABew 4te Bt, (SLa- Wad fhW C Owl (4y"u 0 U 'G d t3 FAX. (305) 593-6592 0 n N b R� o � a0 `i i a ri 9 T a 0 R 99 0 CO LI n drawing no. W1.3-01 sheet 9 of 11 CGI CUSTOM 3—POINT LOCK Bdl Homing 1/121=11111 (4�! 111 3/4' PH SMS Flushbdt TIP flushboit Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 111: 1/2' PH MS Flushbolts (Inactive Ponel) Top & Bottom •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • Engn JAVAD AFIMAD CML FTA. PE 7 92 • • • • • • • C.A.N. 3g3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •� ci�E i 5 ••• • • ••• PRODUC f REVISED r complying with Ik noddle WNIq Cm. tL Annum, No � y- /a/ r' U r 6ylrcNn Dctt S3 I I 1 War IwU Control Z 0 g°- F �g e Fel a � o paao �S rei2g aW3S� LLzP$a a6�A 2 s (n o 0_ O N L �•No In tern 3 N rr1 O .M n 03 _Z z p .8 ooQd (305) 593-6592 co n U d 0 0 K 5 n 0 v 0 c 1 s drowing no. W13-01 sheet 9.10( 1� ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O DOOR FRAME HEAD/SILL tz FRAME COVER 3.825 2.458 6.438 J 1.6125 P a .075 O SIDELITE TOP & BOTTOM FRAME r1.587 1.625 6 .062 13 SILL COVER O TOP & BOTTOM RAIL .465 .075 _ 1.063 17 SIDELITE JAMB COVER O HINGE & LOCK STILE O tfi ASTRAGAL ADAPTER 135 .625 L1.622 SHEAR BLOCK 1.500 .185 d .115 SHEAR BLOCK PLATE 8 DOOR FRAME JAMB SIDELITE FRAME JAMB 1.061 .250 080 �{� 1120 F1--�� .505 1.4165 1F-----•' d .870 SIDELITE MATING JAMB 4.000 1 r—.675 .995[1:050.• • • • • • • • 1.-!. • • 1.184 I� •• •• •• •• 814 • • • GLASS STOP (LAA,GLASS/• T -11—.120 • •a• 995 • • • • 050 • • b • • • • 4040 • --1 1.184 • • • GLASS STOP (INSUL. LAM. GLASS) • • • • • •• • • • ••• • •• • • • •• • • • • • •• • • • • • ••• Emr. JAVAO WAAL' CML FLA. PE 70592 • CAN. 38 • •i • • rts‘U RODUC f REVISED u e°•MYIK with Ih• nod& INldteil Cod. tn!!',.r. No ��(7/:96)Y y4yDatt gL�8 N. ISS - Wartqrlif osg Cytht c 0 a a a v° S c i 4 1 a drowing no. W13-01 (sheet 1001 11) • • • • • • • • • • • • • • • • • • • • • • • 0400 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS / :Ts ,A 1 \\iLi / r£ / / /- .:� / �,,J II 11 HOLE CAP MATING JAMB FASTENERS SEE SHEET 8 FOR DETAIL DOOR FRAME TOP & BOTTOM CORNER ACCESS HOLE ./o LEAF TOP Sc BOTTOM CORNER ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS SIDELITE JAMB CORNER TOP Sc BOTTOM • • SIDELITE MATING JAMB CORNER TOP 8c BOTTOM • • • • • • • • • • • • • • • • • • •J ••• •• • • • •• Engr: JAVAD 4WD CML - FLA. PE # 7 592 •CALN. 7 • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • ••• (5y"U Z p P11 a 0 O d �o 0 Ga O g ,1", o&Qo s o0,t;,Eci 0 ig iu d F .io` s.," COMP-!WL\W13-01Cq0 OW CI CC N =No (n Nn N O . n 03 Zz� 3 o.0C 034 J FAX. (305) 593-6592 V1 O 0 n a a O V 2 O C l M 0 n n x a S'. drawing no_ W13-01 (sheet 11 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 2511' Street Miami, FL 33172 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv •••• This NOA is being issued under the applicable rules and regulations governing :the use of dgn,44utt;tion materials. The documentation submitted has been reviewed and accepted by Miartitah Couuty RER - Product Control Section to be used in Miami Dade County and other areas where altned by ttie•A•uthority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dada bounty ProOct,CQntrol • Section (In Miami Dade County) and/or the A,HJ (in areas other than Miami Dade co; 11) reserM me right to have this product or material tested for quality assurance purposes. If this prci414.or mate:iif tails to perform in the accepted manner, the manufacturer will incur the expense of such toistio,g,and the 4fIJ 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;ColV Prolri8 Control, Section that this product or material fails to meet the requirements of the applicable btiildiflg code: •• : • . This product is a • •ro . • - 11'4 herein and has been designed to comply with the Florida Building , ' c u. ung the High Velocity Hurricane Zone. • • • • • • • DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window — L.M.I. APPROVA v i ' : - • tt .win, No. W10-03, titled Series Sentinel i Alum. S.H. Wdw. (L.M.1./S.M.I.)", sheets 1 through 9 of 9, date. t , revision dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 14-0915.06 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. MIAMI-DADE COUNTY APPROVED NOA No. 15-0512.10 Expiration Date: September 22, 2020 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) Air Infiltration Test, per FBC, TAS 202-94 '' • .. . 2) Uniform Static Air Pressure Test, Loading pet InCTAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 . . 4) Large Missile Impact Test per FBC, TAS 201. -SA• • • 5) Cyclic Wind Pressure Loading per FBC, TAS '.... • 6) Forced Entry Test, per FBC 2411.3.2.1, TAS:202 /4 • along with marked -up drawings and installation diagram of a selies ` gentintl". •:. aluminum single hung window, prepared by Hurricane Test Labtv.atoty, LLguTqt Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. •.; Abraham, P.E. (Submitted under NOA No.10-0510.11) C. CALCULATIONS 1. ation calculations and structural analysis, complying wi dated 09/08/14, prepared by Al-Farooq Corporation, signe and sea ed by Javad Ahmad, P.E. (Submitted under previous NOA No.19-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E-1 M. nuel z, P.E. Product Cont l E aminer NOA No. -0512.10 Expiration Date: September 22, 2020 Approval Date: August 06, 2015 . . . . . • • . CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring ma 12/11/16. •' • 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemiawl Compagy {,AVIA) " for their "Saflex CP -- Saflex and Saflex HP Composite Glass•Itrtrrlayers with' . • •„• PET Core” dated 06/19/14, expiring on 12/11/18. ..• 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Cheariaseompa N MA) ' ....• for their "Saflex Clear and Color Glass Interlayers" dated 06119414, expiriggon ..... 05/21/16. ••• • • •� • • • F. STATEMENTS • • • 1. Statement letter of conformance, complying w FBC-5th Edition (2014),'a o of no . financial interest, dated 08/26/14, issued by A arooq Corporation, si . > :. lid 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. E-2 Manuel Pe , P.E. Product Control xa bier NOA No. 15-0512.10 Expiration Date: September 22, 2020 Approval Date: August 06, 2015 6' MAX. HEAD/SILL CORNERS 53 1/8' FIANCE WIDTH 47 7/16" D.L.O. (FIX. UTE) 20 9/16" * * MAX. 1 Q HEAD/SILL v I �I IT 0 /. � - j 1 I I u 1 I I / i% _ TI I I I • - - C1 O / // R-- Ti , 1 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 5 1/2' MAX. HEAD/SILL CORNERS 52 1/8" BUCK WIDTH 47 7/16' D.L.O. (FIX. LITE) 20 9/16' * * MAX. 1 ® HEAD/SILL 1 I J ' B 0 R-- � -iI I I _ ' / i% _ TI I I I • - - C1 6 / // I I I. , 1 FALSE MUN RIS (SURFACE APPLIED) OPTIONAL 5 1/2" MAX. HEAD/SILL CORNERS 52 1/8' BUCK WIDTH FALSE MUNFINS (SURFACE APPLIED) OPTIONAL SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (18VH2). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16° TYPICAL ELEVATION •• ••• • • • • • • • • • •• ••• •• • • • •• Engr. JAVAD AMMO CML FLA i 70592 C.A.3538 • • • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • ••• • • • m tiny ZZ S 48 LAMINATED GLASS •INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCT REVISED az complying with the M e Building Code toJ Acceptance No,?'" o•!0 nation Date Mi(GV roduct , , LIC i • • 1 Y. • • • Mini • (5I4U Z F r W as a m gie 8 argi a LL N J a ml 6.- a .- 0 z a U 3 VI 0 N fn Oce O � �=N o In 17)1e 3NM , 03M n Zz� 30 •„ o •• 0 oQ Ur FAX. (305) 593-6592 o` a v 8-4 in g� OA 0 A 0 0 s a_ a a a < m u c , i Y l 5 drawing no. W10-03 sheet 1 of ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • B 7 8--��-TI '/ • - --- cz / i% _ TI I I I • FALSE MUNFINS (SURFACE APPLIED) OPTIONAL SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (18VH2). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16° TYPICAL ELEVATION •• ••• • • • • • • • • • •• ••• •• • • • •• Engr. JAVAD AMMO CML FLA i 70592 C.A.3538 • • • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • ••• • • • m tiny ZZ S 48 LAMINATED GLASS •INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCT REVISED az complying with the M e Building Code toJ Acceptance No,?'" o•!0 nation Date Mi(GV roduct , , LIC i • • 1 Y. • • • Mini • (5I4U Z F r W as a m gie 8 argi a LL N J a ml 6.- a .- 0 z a U 3 VI 0 N fn Oce O � �=N o In 17)1e 3NM , 03M n Zz� 30 •„ o •• 0 oQ Ur FAX. (305) 593-6592 o` a v 8-4 in g� OA 0 A 0 0 s a_ a a a < m u c , i Y l 5 drawing no. W10-03 sheet 1 of ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. HUCK DIMS. GLASS TYPES 'A YAI' GLASS TYPES 'STK' 610171 HEIGHT WIDTH HEIGHT Ca.(+) 1NT.(-) Ca.(+) 1NT.(-) 19-1/8' 1NT.(-) 18-1/8• 76' 75.0 75.0 80.0 85.0 28-1/2' 80.0 25-1/2' 49' 75.0 75.0 80.0 85.0 37' 28' 36' 25• 75.0 75.0 80.0 85,0 49' 75.0 48' 80.0 75.0 75.0 80.0 85.0 8• 63-5/8' 52-1/8' 75.0 75.0 75.0 80.0 85.0 9-1/8' 84' 18-I/8' 75.0 75.0 7511 80.0 85.0 28-1/2' 36' 25-1/2• 53-1/2' 75.0 75.0 80.0 85.0 37' 38-3/8' i. 36' 37-3/8' 75.0 75.0 80.0 85.0 49' 48• 75.0 75.0 80.0 85.0 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 19-1/5• 18-1/8• 75.0 75.0 80.0 85.0 26-I/2' 25-1/2' 75.0 75.0 80.0 85.0 37' 50-5/8' 36' 49-5/8' 75.0 75.0 80.0 85.0 49' 46' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 28-1/2' 25-1/2' 755 75.0 80.0 85.0 37' 63' 38' 62' 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 80.0 55.0 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 19-1/8' 15-1/6' 75.0 75.0 80.0 85.0 28-1/2' 25-1/2' 75.0 75.0 80.0 85.0 37' 76' 35' 75' 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8• 75.0 75.0 80.0 85.0 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 25-1/2' 25-1/2'75.0 75.0 80.0 85.0 37' �• 38' 84_ 75.0 75.0 80.0 85.0 46-1/2' 45-1/2' 75.0 75.0 80.0 85.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCADS-DEC-219 )4" TYP. UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSP FLANGE DIMS. HULK DIMS. MAK.TOP LITE GLASS TYPES 'l'8'AI' CUSS TYPES '13.031' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EKT.(+) 1NT.(-) EXT.(+) 1NT.(-) 53-1/B' 76' 52-1/8' 75' 36-1/4' 75.0 75.0 80.0 85.0 49' 79' 48• 78' 39-1/4' 75.0 75.0 80.0 85.0 28-1/2' 25-1/2' 70-5/8' 75.0 75.0 80.0 85.0 31' 30' 63-5/8' 75.0 75.0 80.0 85.0 33' 85' 32' 84' 60' 75.0 75.0 80.0 85.0 37' 36' 53-1/2' 75.0 75.0 80.0 85.0 43• 42' 45-1/4• 75.0 75.0 80.0 85.0 BUCK DIMS CFIANGE FRS RANGE DIM Ye- TYP. BUCK DIMS !Er'-i:=:jjA EQUAL LEG FRAME •• BUCK DIMS WIDTH \z ml3 o� UNEQUAL LITES (ORIEL TYPE) •• • • • • • •• • • • • • ••• •• • • • ••• • • • • • • • ` 6" • • • • • FLANGE ADAPTOR FRAME• • • • • • • • •• • • • FLANGE DIMS • • • • • • • • •• Engr. JAVAD AHMAD CML Fit C �E up" Q 2015 PRODUCT REVISED 65 complying wills the Florida Building Coda Acceplanm No �S'�� �. lQ E .ir0lionDole 1;ort7 10020 Minn' Iado ProduM . r ro�u Z n 0 w tu yHy F £ N Q o 8 a� cc 0 o V 0 (g O w(0 8'�aQ 0.,1161 (i QQ j 5zNfCI abf SERIES SENTINEL 110 ALUM S.H. WDW. (L.M.I./S.M.I.) V O 3 O. FAX. (305) 593-6592 9 A 2 a • v° 0 c i ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • _ • 1 3 .g• drawing no. W10-03 sheet 2 of 9 (sheet 3 of g) 1/8' ANN. GLASS 075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer Saflex Clear And Color Glass O'Eastman Chemical Co.' R 090' Interlayer Kuraray SentryGlas By 'Kuraray America, Inc.' OR 090" Interlayer Kuraray Butacite PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36' 5/18" OVERALL LAM. GLASS (L.M.I 8c S.M.I.) 1/8" HEAT STREN'D GLASS 075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co: OR 090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Kuraray SentryGlatt By 'Kuroray America, Inc.' OR 090" Interlayer Kuraray Butacite PVB By 'Kuraray America, Inc: 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LRES WIDER THAN 36' GLASS TYPE 'B' 5/16" OVERALL tAAI. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS 1/8" ANN. GLASS .075" Interlayer Saflex CP With PET Core 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer Kuraray SentryGlas By 'Kuroray America, Inc.' OR .090' Interlayer Kuraray Butacite PVB By 'Kuraray America, Inc.' 1/8' ANN. GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 O 1/4" AIR SPACE 1/8' HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL LAM. CUSS IN ORDER TO OUAUFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'AI' St '81' MUST BE TEMPERED. (L.M.I ONLY) 1/8" HEAT STREN'D GLASS .075" Interlayer Saflax CP With PLT Core By 'Eastman Chemical Co.' OR 090" Intertoyer Saflax Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer Kuraray SentryGlas By 'Kuraray America, Inc.' OR .090" Interloyer Kuraray Butacite PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE r GE 1200 DOW CORNING 899 DOW CORNING 995 •• ••• XL EDGE SPAC•R ST. STEEL BY CARDINAL' • OR • • DURASEAL BY 'QUAfEX' OR •• ••• SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES _GLASS TYPE 'B1' 0.70" OVERALL INSUL. LAM. GLASS • ••• •• • • • • • • •• ••• • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • ••• • • • • • • • • ••• Env: JAVA() ANIJAD CML FIA. Pt 70592 C - 538 •• • • • • • • 3 0 2015 PRODUCT REVISED as complying with the Florida Lhilding Coda Acceptance No I 'O i .1 pirotion Dale :1711#/#' By M1Oan Dade Product ..trod. roy"U Z n O $ N a. g O � n a MO OG ogh cY W1 8 N 46 sr SERIES SENTINEL 110 ALUM S.H. WDW. v 0 0 Q I a `o n c m b S 6 8 n 0 v 8 8 oc i T 0 000 • • • • 000 • • • • • • • • • • • • • *ISO • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • u drawing no. W10-03 EXTERIOR TYPICAL ANCHORS SEE ELEV. 1 B FOR SPACING WOOD BUCK - . . 4WNIi o LW-ri ll — it I` I 0 0 O EDGE, DIST. SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL 1 B WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING v ut 2 6 g A 2 d � METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. `.1111111 �11I1i FLANGE & FLANGE ADAPTOR FRAME \_ TYPICAL ANCHORS SEE ELEV. FOR SPACING r -11 MIAMI-DADE COUNTY APPROVED s MULLION dr MULUON ANCHORS = I SEE SEPARATE NOA N 1 ujilfa I EDGE DIST. __1_] 2 3/8" MIN. 2 3/8" MIN. y I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 236". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. ,, TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING Fu=120 KSI, Fy=92 KSI) " 1 1 s" •� •• ••• • • • • • •• • • •• ••• (Fu77 KSI, Fy=153 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 4;14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) „ •L 1: :a. (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. ,NTQ MET�L ST•RUiTUR E. t 3/4" MIN. • • • • • • • VAN IO A1T HGADI•Sllf 01 JAMBS SG = 0.55 MIN. to110RLVE fi' MEAN" SILL•OR JAMBS Ye = 3000 PSI MIN. 64:0 I104LtW41LID laL.Qft AT JAMBS f'm 2000 PSI MIN. Ergr. JAVAD AHMAD CML ° d A.FUC. .A.N. PE 70592 • ••• ' • • • • -• • • • • • • • • • • • • • • • TYPICAL ANCHORS • • • • • • eSPA�QWa ••• ••• • l+10?.015 PRODUCT REVISED as complying with the Florida Building Code , .o5i�tc Acceptance No iration Date yT•YWV 2020 Br // �Oi Muunl rade Product r�U Z N Q 'E N Q o s a GI 0 of 02 ri c&Qoa N ih,c4A J�r3 aarf� M 0 6 a 8 N cc Ow 0De NDe W N o (n n N 3 N r7 Ot'1 n 03N Z Z ii k- 5 E. Uo p FAX. (305) 593-6592 N C 2 0 N v UPDATED TO 201, SBC T a D 9 8 8 0 o I 0 0 r .m J b • 'drawing no. W10-03 (sheet 4 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL_ STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS ,/4• IA. FLANGE & FLANGE ADAPTOR FRAME SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS BUCK WIDTH BUCK WIDTH 1/4" MAX. V SHIMS MIAMI—DADE COUNTY APPROVED MULUON h MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING Y WOOD BU WOOD STRUCTUR 1/2' TYP. •• ••• • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. •—• •• • • • • • • ••• • • • • • • •• • Enon JAW) AHMAD CML FLA. PE # 70592 C.AN I 539 2015 PRODUCT REVISED as complying with the Florida Building code /5.0517. ID Acee innce No .imtioDate "i4,41 202D 4111- M' ' r Ade Product •. tr l ZF 0 }.1- w Q a N ten ,L OG • o c r� gaQp a„3�� 11.2‘44.4; Jagt to 461121 0 3 0 3 N 0 F N g N i0 I a N cc N o 3 N M 0 . ZZ� 30 O_� ff- U— P i 4 N ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 4141 • • • • • • • • • 000 • • • 000 • • Q� i Ti k 5 drawing no. W10-03 sheet 5 of g 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EQUAL LEG FRAME v• o: g A TYPICAL ANCHORS SEE ELEV. FOR SPACING Fr N 1 MIAMI—DADE COUNTY APPROVED MULLION h MULLION ANCHORS I SEE SEPARATE NOA I I EDGE DIST LL 'i �J \_ TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. BUCK WIDTH MIAMI—DADE COUNTY APPROVED MULLION h MULUON ANCHORS SEE SEPARATE NOA BUCK WIDTH SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL w /14 XI" FH. SMS. EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8' MIN. 1 2 3/8" MIN. r 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 3 WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. a I •• •• ••' ' •' 6 ..5•} • •y •. r . • • . • 1 • ••"• 6 • •• • • •.4 • • • • • • • . 4 • • • • • • ••• •• •• • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: JAVAD AHMAD CML FLA. PE 70592 C.A. 538 • PRODUCT REVISED as complying with tho Florida Building Code Acceptance No i l�•�� lfic iraaoDale �•1�� e& Product By Munni 2015 drawing no. W10-03 (sheet 6 of 9 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATNE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI a a w TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD STRUCTURE 1/4' MAX. NOT BY CGI HOUSE WRAP NOT BY CGI 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING FIN FRAME TYPICAL. ANCHORS: SEE ELEV. FOR SPACING NB SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD GAP 1/2' MIN. BUCK HEIGHT HOUSE WRAP NOT BY CGI O EXTERIOR •• ••• • • • • • •• • • Oft.. t#G. • • yr • • • • • •• ••• •• • • • •• • •••• • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • ••• 1/4' MAX. GAP 1/2- MIN. BACKBED CAULKING Engn JAVAD AHMAD CML FU. P # 70542 CAN 538 • • • L?m5 PRODUCT REVISED as complying with the Florida Building Cede 15• 0512. fO Acceptance No _ R Iion Data 171eMiM� I • Mi b it Miami r :. PradlMep - Z g C m of 0 u• gE0 041 C•10:2' LL Z_ q Q6�E'g N N I m N CC N oN • v Ow O i =N p 3NM b O n z_• z�N 3 0 •n O53 U-�� c v O d V 0 6 x 4 a 0 0 8 0 c U s drawing no. W10-03 sheet 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CCI -100 1 FRAME HEAD 8063—T6 — E2 CGI -101 1 FRAME SILL 6063—T6 — E3 CGI -102 2 FRAME JAMB 6063—T6 — E4 CCI -103 1 MEETING RAIL 8063—T6 — E5 CCI -104 1 LOCK RAIL 6063—T6 — E6 CGI -105 1 HANDLE RAIL 6063—T6 — E7 CCI -106 2 SASH RAIL 6063—T6 — E8 CCI -107 AS REQD. 5/16" GLAZING BEAD 6063—T5 — E9 CGI -108 AS REQD. 0.700' GLAZING BEAD 6063—T5 — E10 CGI -109 AS REQD. FRONT FLANGE ADAPTOR 6063—T6 — E71 CGI -110 AS REQD. NAIL EN ADAPTOR 6063—T5 — E12 CGI -135 1 FIANCE FRAME HEAD 6063—T6 — E13 CGI -136 2 FLANGE FRAME JAMB 6063—T6 — E14 CGI -137 1 FLANGE FRAME SILL 6063—T6 — E17 CGI -605 OPTIONAL SCREEN FRAME 6063—T5 — M1 CGI —382V AS REQD. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PJC — M2 C6I-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI -112 AS REQD. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC — M4 — 2/ LITE SETTING BLOCKS EPDM DUROMETER BOOS SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE — BSI OR EQUIV. M10 — 2/ WOW. BLOCK/TACKLE BALANCE — BSI OR EQUN. Mit W23201NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CCI -129 1/ WDW. EGRESS LOCK ALUM. SULLNAN M13 CGI -131 2/ WDW. HANDLE RAIL ENO CAP NYLON M&M M14 E26018WN — D BULB—T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI -133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI -130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI -132 2/ WDW. SASH STOP, 2' LONG PVC PROTOTYPE OR EQUIV. M20 CGI -125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 — 2/ WDW. B/T BALANCE TAKE OUT CLIP — BSI OR EQUIV. M22 148-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EOM M23 CGI -134 — SILL SPACER PVC PROTOTYPE OR EQUIV. 52 — 2 OR 3/CORNER 8 10 X 1 1/4' LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW — — 54 — 4/ WDW. / 8 X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW — — 55 — 2/ WOW. jl 8 X 1' LG. FH. SMS. ST/ST. SPIRAL. B. ASSEMBLY — — 56 — 2/ LOCK # 6 X 1/2' LG. FH. SMS. O CCI -133 & CAM LOCK — — •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • ••• Engr: JAVAD ARM) CML FLA. PE i 70592 C.A.N. 7538 PRODUCT REVISED as complying with the Florida Building Code Acceptancc No / Bx•iralion Date -7FNAje a a By J�[ .. . , Miom' a ado Product (0y"U SERIES SENTINEL 110 ALUM S.H. WDW. G 9 T D O V 8 N C N N >T bo drawing no. W10-03 (sheet 8 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 4114 •• 000 • • • ••• • • -tet I - ,065 , FRAME FRAME 81 1� . .��� TOP BOTTOM --- 1,14 • 4141 CORNER CORNER 4141 •• •^�--�^^' 111.11 I • • • • I / >/ 0°-'. /_ � �riliroi I 1I© • • • "�i • • • • • • 41..41• I I u S2 • • 4141 • • •• 4141 �•,i. /� / / VENT TOP /0 VENT BOTTOM I CORNER 1111 ( ,'� I CORNER 52 / /�1 lv yam. A� ^� �Y o o 2.505 2.505 1.745 811 1.550 l L 14"- 1 680 J Z f �' ti,' Q f 3 a �Gj U 0 0 V U 0 o fi�g}} LL RJ g` i a 8 �i jVSj m LL p y LL g V,YftC��3.175 w eV F3.675 t .745 .065 NP. 1.245 .745 .065 TYP. .811 ' .OSO- I f--1.395 ® NAIL FIN ADAPTER - ® FLANGE 1.015 FRAME HEAD - E1 FLUSH 1.015 FRAME - HEAD - 1.583 - 1.583 .065 _ NP. 1.007 063 - TYP. - .745 1 1.368Q 085 T'P. - 2.113 t.ot5 1429 1.429 3.t75 `--• 3 • v=S o N W g N e M N K " O W R 0 � 43 Cr) x V) r j � s 0 3 n065 ONMA065111110110 Z Z..065 •TYP.1.015 `�'2.440 U p'- 0 E4 MEETING 1.220 - RAIL 1.D00 i - '500 .500 z5o5 E2 FLUSH FRAME SILL 1.220-- 2.505 ® FLANGE FRAME SILL 1.043El 1.768 - 1.301 .500 I 1.301 - TYP. 2.440 E5 LOCK RAIL '0115 ' 015 I i 2195 .745 ..- - .745 P. 1Q 0 a 1 a e E A o 1 2.846 ® FLANGE FRAME JAMB 2.346 E3 FLUSH FRAME JAMB 1.043E2 7.892 .°65 065 .490 I I .120 -1 4170E E9 .700" r 050 T'P. esa GLAZING BEAD .70j 5 Ea 5/16" GLAZING .050 TYP. 864 4 BEAD 1.015 E6 HAND RAIL C O n om pc $ a o S < m V -1.395 .745 o- o S N e b o - 1 "`/`J7 v 3 t 1_1.395 -.1 -.180 ------{{{ 1.449C �JI I d 293 --r •• ••• •• • • • •• 1.450 180 • • • • Engr. JAVAD AHIAAD L M. PE 70592 C.AN. • PRODUCT REVISED vs complying with the Florida Acceptance N G Acccplancc No IS • ]� • ]Q 7.025 .065 1.015 •5 • •050 • • • • • • • • • • • • • 7 • • L' ,iml'onD:Rc �1510i 202D BY 1/ • %� .050 .065 0 FLUSH FRAME COVER 7- ,O60J 79 SCREW 1 - 1.4t3 COVER C Browing no. W10-03 • • • •• • 1:11) FLANGE ADAPTOR • • • • • • • • ' 1301015 Mie Dade Produc O SASH RAIL sheet 9 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 4114 •• 000 • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25'6 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-DadeCounty ProddrtcQntrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Comity)•reserveathe•right to have this product or material tested for quality assurance purposes. If this prodtibt Xh'material. tails to perform in the accepted manner, the manufacturer will incur the expense of such tesfnrdnd the AI•IJ may immediately revoke, modify, or suspend the use of such product or material within tHirlarisdictton,. 1ER reserves the right to revoke this acceptance, if it is determined by Miami -Dade WALD,. Prodrr f Cdhtrol Section that this product or material fails to meet the requirements of the applicable hi>,itaigg codec •�. This product is approved as described herein, and has beeri designed to comply with. tl4e, Florida building MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy ••••.• .••••. ••.•. • ••••• •••••• Co : . +' . • + - . ' : . Velocity Hun-icane Zone. • •••••• ...... 1 ESCRIPTION: Series "Sentine1130" Aluminum fixed Window- L.M.I. -) : • •• • ••• . •• APPROVAL DOCUMENT: Drawing o. - r e erns entinel 130 Alum Fixed Window: (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15, prepared by Al-Far•ooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Produc • 1 • . _ evision stamp with the Notice of Acceptance number and expiration date by the 1— ade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile I • • . P • • ant 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 'nay be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM.DADE COUNTY APPROVED NOA No. 15-0413.03 iration Date: September 22, 2020 Approval Date: June 25, 2015 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 29;z•94 2) Large Missile Impact Test per FBC, TAS 201:94 • •. • • • • • • •... 3) Cyclic Wind Pressure Loading per FBC, TAS.2Qa.9,4. along with marked -up drawings and installation diagram of a serias+i500 PVC fixed ••" window, to qualify DuPont "Butacite" PVB interlayer, DurasealVattd.Super Fpacer® ; • • • •; insulating glass spacer, prepared by Certified Test Laboratories, TesrReport Nt�. • • ..... CTL�A-3056 WA, dated 03/03/15, signed and sealed by Ramesh �,P!atel, P.P•. • • .... • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading par•rBL TAS !194 9.4 •;•• 2) Large Missile Impact Test per FBC, TAS 20±-94 •3) Cyclic Wind Pressure Loading per FBC, TAS 203 • • along with marked -up drawings and installation diagram of a series 7400 PVC4rrpject .... out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Supex• Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) Manuel Product Contr, P.E. aminer NOA No. -0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS _ 1. Anchor verification calculations and structural analysis, complying wit FBC-5th ated July 18, 2014, prepared by Al-Farooq Corporation, signe and Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. Edition (2014), 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 DeReippjrrs & re, Inc. i • • •. • for their "DuPont SentryGlase Interlayer" dated 08/25/11, expiiiiag on 01/j4717. ....: 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNem�ours &.GB.Ane. , • for their "DuPont Butacite© PVB Interlayer" dated 04/11/13, iltng on, +2406...:.. • 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chenli �compahY (MA) • • • • •. for their "Saflex Clear and Color Glass Interlayers" dated 0619/I4; expirjng on • • 05/21/16.• • •• 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemtea1 Company (LIVIA) :.... • for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers witirPET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying ith FBC-5'h Edition (2014), a • of no financial interest, dated July 18, 2014, issued . A - . • .. . • : ' : , signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGT Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. E-2 Manuel Per '.E. Product Control E er NOA No. 15-0 3.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 6' MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPUED) OPTIONAL 46" BUCK WIDTH D.L. OPG. 7g. 501 .' • I n u II I I I I 1 it I j/ .. .1 1 it I I I I I Lt ir 1 I I I B1 ----- - n n _ - r, II JL ----ter II II II II II 1i SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FlX. WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE 0-1A/HZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 6" MAX. SHORTER SIDES EQUAL LEG FRAME WINDOW WIDTH r— I I V a 6" MAX. HEAD/SILL CORNERS 49' FLANGE WIDTH D.L. OPG. 78. Som 50 `\ee\\ fi t ITi- I i I 1 11 I /' // I // _____L 1L____ r _IL____ I II I II I II - I II LL r Tr--= II I I I I I I _ II i t- 11 16" MAX. SHORTER SIDES O m TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 96" BUCK HEIGHT D.L. OPG 4.•U 6' MAX. CORNERS WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I • • • •• ••• • L—L. — IW. WIDTH FON I U ••� 3 i$� • I • J THESE WINDOWS ARE RATED FOR LARGE & SMALL AY6S114•14PACT. SHUTTERS ARE NOT REQUIRED. `_:• •• • • • • •_• • • • • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS ?LOIN N AOR 5111114 CO BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE HIN A TARE OR BECTA/44E•AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. �J 17' MAX. STRAIGHT SIDES DAYLITE OPENINGS' D.L.O. HEIGHT = BUCK HEIGHT — 3.00" D.L.O. WIDTH = BUCK WIDTH — 3.00" •• •• • • • • • • • • ••• • Eng,: JAVAD AHMAD CML FLA. PE S5S8/ 70592 CAN. 2015 h la O N k r v o g Dana fY d.G u. z ,, et s � LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCT REVISED as complying with the Florida Building Coda Lh:Acc. enpi oanceDallote /5T04 Lu rr" Mnnrde Product CanVo� 0 o a_ U V1 ccW 0 N p (A N h 3NM 003M Zz� � 30 o. R �Oa 0 n N N 0 i i S b drawing no. W10-02 ••• • • •• ••• • • • • • ••• • • • • • • • • • • • • • ••• •• • • •• • • • ••••• • • ••• • • sheet 1 of 6 6" MAX. HEAD/SILL CORNERS 48' BUCK WIDTH D.L. OPG. 1 9' 16" MAX. STRAIGHT SIDES o 2ii = O V 0 6 0 m --It- J I tT--- I i nL it u u � u / !/ •� _ Jl II I r it- I I . I . n u u tL r-- I I , _ . C2 . , JL ----ter ir m 46" BUCK WIDTH D.L. OPG. —lr i� �r FALSE MUNTINS (SURFACE APPLIED) OPTIONAL k 16" MAX. STRAIGHT SIDES m g V U 6" MAX. HEAD/SILL CORNERS FIN FRAMES 48" BUCK WIDTH D.L. OPG. m T 11 4 -Tr Tr --- I 1 I I I I 11 _-11- �- I, 16" MAX. STRAIGHT SIDES "to �E3 TYPICAL ELEVATIONS 96" BUCK WIDTH ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES ••• ••• • ` •• • • .• • • • • • • • • • `• ` • • • • • Eogr: JAVA!) AMMO CML • ••• • • • • • . • • • • • • • • • ` •• • • • • ••• • • •• ••• • • ••• • •• ••• • . • FLA PE 70592 CAN. 3538 16" MAX. STRAIGHT SIDES PRODUCT REVISED na complying with tho Flmide Building Code �{ Acceptance No IS Ler, .0 Excretion Dale ^47,31114/ J. 4r Mint . Y ade Product Co (4y.0 0 O. 0 SERIES SENTINEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.I.)] to cr oce F- =N o toN� m 3NM� O .� n O - 4 per.. U��p FAX. (305) 593-6592 ••• • • • • • ••• • • • • • ••• • • • •.•• • •• • • • • • • •• •••• • • • • •• •• • • ••• • • c n U V �N 6 n n r � 99 UPDATED 10 2014 FBC n 1 9 O O � d o� s .o .c K drawing no. W10-02 sheet 1.1 of 6 DESIGN LOAD CAPACITY - PSF DINS. BUCK DIMS. CLASS TYPES 'C'te'CI• GLASS TYPES 'D't1D1' _FLANGE WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT 1NT.(-) EXT.(+) 1NT.(-) 161 23' .80.0 80.0 80.0 80,0 30' 29' 80.0 80.0 80.0 80,0 36"_ 35' 80.0 80.0 80.0 80.0 42'36' 41' 35• 80.0 80.0 80.0 80.0 48' 47" 80.0 80.0 80.0 80.0 54' 120' 53" 119• 80.0 80.0 80.0 80.0 60" 72.4 59' 80.0 80.0 60.0 80.0 80.0 61" 60" 80.0 60.0 60.0 80.0 24' 23" 80.0 80.0 80.0 80.0 30' 121" 29' 120" 80.0 80.0 80.0 80.0 36' 72.3 35" 80.0 800 80.0 80.0 80.0 42'48'41" 65.8 80.0 47' 70.2 70.2 80.0 80.0 48" 47" 61.3 81.3 80.0 80.0 54' 53' 61.3 81.3 80.0 80.0 60" 59' 61.3 61.3 80.0 80.0 61" 60' 61.3 61.3 80.0 80.0 24' 23" 80.0 80.0 80.0. 80.0 30' 29' 80.0 80.0 80.0 80.0 36" 35' 80.0 80.0 80.0 80.0 93-3/4" 80 41" 59• 58.0 70.2 80.0 80.0 61.3 61.3 80.0 80.0 48' 80.0 47" 80.0 54' 53" 54.3 54.3 72.5 72.5 50' 59" 48.8 48.8 65.1 65.1 61' 80' 62, 46.6 48.8 65.1 85.1 24' 23' 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0_ 36' 35' 80.0 80.0 80.0 80.0 42'72. 41" 71, 70.2 70.2 80.0 80.0 48' 47' 61.3 61.3 80.0 80.0 54' 53' 54.3 54.3 _ 72.5 _72.5 60" 79, 59' 75' 48.8 48.8 65.1 65.1 61' 60' 48.0 48.0 64.0 64.0 24' 23" 80.0 90.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 36' 35' 78.2 78.2 80.0 80.0 42B4. 41" 70.0 70.0 80.0 80,0 48' 47' 83. 61.3 61.3 80.0 80.0 54' 53' 54.3 54.3 72.5 72.5 56' 55" 52.4 52.4 69.8 69.8 24" 23' BOO 80.D 80.0 80.0 30' 29" 80.0 80.0 80.0 80.0 35'97" 35' 96' 75.6 75.6 80.0 80.0 42' 41' 65.2 65.2 80.0 80.0 48' 47' 60.6 60.6 80.0 80.0 49' 48' 59.6 59.6 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36' 102" 35' 101' 74.6 74.6 80.0 80.0 42' 41" 65.7 65.7 80.0 80.0 46' 45' 59.3 59.3 80.0 80.0 24' 23' 80.0 130.0 80.0 80.0 30' 29" 80.0 80.0 80.0 80.0 36" fog' 35' 107' 73.8 73.8 80.0 80.0 42' 41' 62.4 62.4 80.0 80.0 44' 43' 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSP FLANGE DIMS. BUCK DIMS. CLASS TYPES 'C'eC1' GLASS TYPES 'nal' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) DCT.(+) . 1M.(-) 24' 23' 80.0 80.0 80.0 80.0 30"114' 29'113• 80.0 80.0 80.0 80.0 36" 35' 73.0 73.0 80.0 a0.0 41' 40' 25, 61.4 81.4 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 61' 120' 29' 119• 80.0 80.0 80.0 80.0 72.4 72.4 80.0 80.0 35" 80.0 35' 80.0 39" 38' 65.9 65.9 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 30"29' 36' 121" 35" 120" 80.0 80.0 80.0 80.0 72.3 72.3 80.0 80.0 39' 77.1 38" 80.0 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY - PSP FIANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'CI' GIASS TYPES 'D'8'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8" 18-1/8' a0.0 80.0 80.0 80.0 28-1/2' 25-1/2' 80.0 80.0 80.0 80.0 37"26. 36' 80.0 80.0 80.0 80.0 48' 47' 25, 80.0 80.0 80.0 80.0 53-1/8" 52-1/8' 80.0 80.0 60.0 80.0 61' 60' 80.0 80.0 80.0 80.0 19-1/8' 18-1/6" 80.0 80.0 80.0 80.0 26-1/2' 25-1/2' 60,0 80.0 80.0 80.0 37'38-3/8" 36" 80.0 80.0 80.0 80.0 48' 47" 37-3/8' 77.1 77.1 80.0 80.0 53-1/8" 52-1/8" 77.1 77.1 80.0 80.0 61' 60' 77.1 77.1 80.0 80.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 26-1/2' 25-1/2' 60.0 80.0 80.0 80.0 37'50-5/9• 36' 80.0 80.0 80.0 80.0 48' 47"49-5/8' 61.3 61.3 80.0 80.0 53-1/8' 52-1/8' 58.0 58.0 77.4 77.4 61' 60' 58.0 58.0 77.4 77.4 75-1/4" 74-1/4' 58.0 58.0 77.4 77.4 93-3/4" 92-3/4' 58.0 58.0 78.5 76.5 t9 -1/a' 1a-1/9" 80.0 80.0 50.0 80.0 26-1/2' 25-1/2' 80.0 80.0 80.0 110.0 37"s, 36' 80.0 80.0 50.0 80.0 48" 47" 62, 61.3 61.3 80.0 80.0 53-1/8' 52-1/8' 55.3 55.3 73.7 73.7 61' 60' 48.0 4811 • •E•.• p 640 75-1/4' 74-1/4" 46.5 46.5 61.: a 64.9 • 19-1/8" 18-1/8' 80.0 sot 110 •.4.0 26-1/2" 25-1/2' ao.o ow. •go: ••to•I 37' 36" 78.9 78.9 80.0 80.0 48" 79, 47' 75' 61.3 61.3 60.0 80.0 53-1/8' 52-1/8' 55.3 73.7 73.7 61' 60' 49.0 X555..3�� •48.0: • 64.0 • 64.0 a • ANCHOR SPACING TO BE AS PER SHEETS • h 1.1 ••• NOTP W WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. BUCK DIMS EGUAL LEG FRAME BUCK DIMS FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS NOTE: G SS CAPACITIES ON THIS SHEET ARE • BVEC 0 •ASTM E1300-09 (3 SEC. GUSTS) • AND iL04?IDA BUILDING COMMISSION DMRATORY STATEMENT DCA05-DEC-219 • • • • • Ergr. JAVCAD AHMAD ML 538 FIA.A 3PE i 70592 Cea8 • • • • • • • • • • •• • • • • •• • • • •• a • • ••• • • • 015 PRODUCT REVISED as complying wilh the Florida Build' Coden^AA Acceptance No Jr'[ll!.Q LA; 'ration Dale 7J)A(/S/� Mien' a ode Product Co tral air w W m 0 I V p0p �.na11i g 6 Q Q 008E O Q ; LL N J41a aW�FE� N J Z SERIES SENTINEL 130 ALUM FIXED WINDOW (LMIXS.M.I.) s m a 8 9 a m v c R 0 S ••• • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • ••••• ••• • • • ••• • drawing no. W10-02 sheet 2 of 6 3/16" ANN. GLASS 075" Interlayer Satlex CP With PET Core 'Eastman Chemical Co.' OR .090" Intedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Inter -layer DuPont SentryGlue By .E.I. DuPont De Nemours & Co., Inc.' OR 090" Interlayer DuPont Butacile PVB By 'El DuPont De Nemours & Co.. Inc: 3/16" HEAT STREN'D GLASS W 1 (3) �� 0 ,� • �, ®AT 1/4 POINTS ON LITES WIDER THAN 3." SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 GLASS T'PE 'C' 7/18" OVERALL LAM. GLASS (L.M.I. & -3/16" HEAT STREWD GLASS .075" Interlayer Saflex CP With PET Core O'Eastman Chemical Co: R 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 090" Interlayer DuPont SentryGlas By 'E -I. DuPont De Nemours & Co., Inc.' OR 090" Interlayer DuPont Bulacite PJB By 'E.I. DuPont De Nemours & Co„ Inc.' 3/16' HEAT STREN'D GLASS z vm� 1 a ] SILICONE GE 1200 i o DOW CORNING 899 DOW CORNING 995 M \�� ® 0 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'D' 7/18" OVERALL LAM. GLASS 3/8" AIR SPACE 3/16' HEAT STREN'D GLASS Y 3/16" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Inledoyer Saflex Clear And Color Glass By 'Eastman Chemical Co: OR .090" Inter -layer DuPont SentryGlas By 'E.I. DuPont De Nemours OR 090" Interlayer DuPont Butocite PVB By 'E.I. DuPont De Nemours 3/8" AIR SPACE & Co., Inc.' 3/16" HEAT STREN'D GLASS & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 a "a W XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 PO NTS ALL SIZES GLASS TYPE 'C1' 1" OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cr & 'D1' MUST BE TEMPERED. (L.M.I. ONLY) 3/16" HEAT STREN'D GLASS .075" Inlerloyer Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interlayer DuPont Butacite PVB By 'El DuPont. De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS f SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 •• ••• • • XL EDGESPACER • • • ST. STEEL gY 'CARVIIL' • OR DURASEAL iil1•'010 • • OR SUPER SPACER BY 'OUANEX' AT 1/4 PONTS ALL SIZES • • • GLASS TYPE 'DI' 1" OVERALL INSUL. IAM. GLASS • • ••• SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 SIL CONE GE 1200 DOW CORNING 899 •DOW •ORIMNG 985S • • • • • • • OPTIONAL GLAZING DETAIL • • ••• • • • • • • • • • • • • • • • • • •• • • • • • ••• • •• .LASS TYPES 'C1' Sc 'A1' Engr: JAVAD AHMAD CML FLA. PES / 70592 C.A.N. 3 38 • • ••• .4 PRODUCT' REVISED es complying with tho ilorida Budding code t5=� D Acceptance No Hs: r. lotion Date '"ni/+A A BLiu...0 pn 41, Linde Pro ruct Can, fip Z h W l7 b te a 0 < 0,104 r, 0 L Oaao 0 e3WG i a of v 8 3 8 0 0 O O n `u v 6 9 2 nT O 0 s c i i 0 u 8 drawing no. W10—o2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet 3 of 6 40 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 6 • • • • • • • 0 • • 0010 • • • 6400 • • TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. V� �� \ � o TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. t Wp O p 1 IX° o q V P uTYPICAL �ryry°OR a Q®WOOD VTYPICAL O cz�©=)11740.7.113 Q � g 6 Z u�i —��N ((�� Jp QW eYf F�iii® i J 1 U INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE TYPICAL ANCHORS INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE 1/4• MAX. INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE SEE ELEV. SHIMS 2BY WOOD BUCK FOR SPACING . METAL ,Iili STRUCTUR ANCHORS S RUCTUREVd i FOR SPACSEE IQv v ® ANCHORSI®1/ SEE ELEV. FOR SPACING �® " O N O "J lel ® — ij y I " F'Y��dipp!=��wi�= i�i�� 1 K �II tT11i1 �����m� v 3 Sz . M m n F,{ z b Lo Lo N I `^ 0 OUJ O Ce (11 F N o (n �� 0, 3 N M r 2,"'R 3 Z Z R.0�o- 83go !►-N' I• MIN mEm ° • WOOD . P °: IFry BUCK TYPICAL MTCHORS SEE ELEV. FOR SPACING ® ® ° v 'v ° _ ® © i 1/4° MAX. .' EQUAL LEG EQUAL LEG SHIMS - EQUAL LEG ® EQUAL LEG v v' ® B 1 I I 2BY WOOD BUCK OR A l WOOD STRUCTURE C 1 v vleki METAL STRUCTURE ® TYPICAL ANCHORS H ® Pill.(0...:1\ l'' tic=1 ] SEE ELEV. FOR PACING 1-: r,1 �� o O d " v22 o P C' E ® ��"'�1�IIL-"� se3�=ice 1� RI. 1 �� :a immumismar--- 71111114rL'J ®TYPICAL ANCHORSc,:nRI Y\. ® SEE EPEC. 41� Zi WOOD > _' . P ,� BUCK 'TYPICAL ARICHORS SEE ELEV.` FOR SPACING © TYPICAL ANCHORS ,) I ® SEE ELEV. FOR SPACING FOR SPACING w ® a _n°- N › V1 m O _ v 2 d 6 • • • • • : • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING #14 SMS OR SELF DRILLING SCREWS (GRADE z c:s) • • • WOOD BLCKS•ANO MEi^i STRUCTURE NOT BY CGI WDW. yl�T �UfAI IAD/ IMPOSED BY GLAZING SYSTEM • AND Ti2ANDSF Ell j0 THE BUILDING STRUCTURE. m c o 0 • • ' • o 1 ^ k ^ ) 1/4" DIA TAPCON BY 'RW (Fu=120 KSI, Fy=92 KSI) INTO METAL STRUCTURES • • • • � • • • • • • • �f4" DIA. y-155 KSI ULTRACON BY 'ELCO' ( .177 KSI, F STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) • ) • 1010 Env:JAVPD AHMAD REVISED ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) INTO 2BY W000 BUCKS OR STRUCTURES (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1-1/2" MIN. PENETRATION INTO WOOD • ••• • • CML RA. PE yy 70592 CAN. S JB PRODUCT 09complying with the Florida Building Code Acceptance No 15 0419 D 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • • • • • ••• THRU 18Y BUCKS INTO CONC. OR MASONRY • • • • • • Ex ielionDate 771L<, /2D �! • • • 1-1 4" MIN. EMBED INTO CONC. OR MASONRY • • • • • / INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK•- .090'16 • • • DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) • • • • • • • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • A�, , M0 I tbi.� B7 r�/4r•• ' Miolni adcPro�uctC.ntrol , t_ - 1 drawing no. W1 0_02 (sheet 4 of 6 ) 40 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 6 • • • • • • • 0 • • 0010 • • • 6400 • • TYPICAL INSTALLATION DETAILS CU I U g o ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW m F ww $ p g a �ryry o8 "i Z cc Q O 8 0 °3 E {q� O Q " 3 4 lir Z us L^ Q W z z a 3 U INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLJONS FLANGE ADAPTOR TYPICAL ANCHORS 1/4" MAX. 2BY WOOD BUCK FOR SPACING SEE WOOD STRUCTURE OR SHIMS TYPICAL ANCHORS METAL STRUCTURE B3 ® IIIII��_---I�1Ljj� C. A3 �1- 5 . _ SEE ELEV. FOR SPACING '.v ® TYPICAL ANCHORS SEE ELEV. �' �i.l ® \ i , -_il\ 5 N C3 '' ;;� FOR SPACING ( 1,-c11-7-47 ��N�IIIIRi �� 1 Ili / S 3 B m = n d v, w a ^ �^ N ut O w tn- p ix - vl qS co o (AZ �m 3 N r) O �1 rn z_ Z� 5," 3 0 _ g, 0 Q ..1111111111 o 1 ��� © -np� w ii..„,..i.,, r ® MIN.. �'n R1 . _ ... FI ; ° � «i WOOD .. o ' ° Igy BUCK YYPICAL AIJI:HORS SEE ELEV. FOR SPACING ® ,I ® I < . 'v �.ir=7. 0 ® ® � \ y 1/4" MAX. BUCK HEIGHT 1/4 MAX, 2 3/8" MIN. GAP GAP a \ / u • WOOD STRUCTURE NOT BY CGI 1/2' MIN. 1/2" MIN. / \ \ ' \, E2 CI 2 3/8" MIN. S FIN FRAME '� n ® BACKBED CAULKING TYPICAL ANCHORS: SEE ELEV. FOR SPACING I J;----/ C ' N n h '8995.9 M ; ° W ) tU N 1 d 8 $1.48 (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES _\71J_ ENINEEM -_-=-_-_�� .:0, WHEN USED THE MIN. WOOD - se BUCK DEPTH SHALL BE 24§". THE USE OF DEEPER OR 1-1/4" MIN. PENETRATION INTO WOOD ® : IIIIIII BEVELED WOODBUCKS IS PERMITTED. NOIP TseY cci WRAP ® ® EXTERIOR BUCK WIDTH BUCK WIDTH F =_= Ir )I I it i MIAMI-DADE COUNTY 1 MIAMI-DADE CErQl• A�RO9ED •I 1 • • • • • • APPROVED MULLION I MULLION & MgLLION ANCHORS 1 I • 1• c o N y o V a' _ _ o o o E :-, o PE I I 7111I 1 4FIBI1'= "-•••=i111 Atil & MUWON ANCHORS SEE SEPARATE NOA SEE SEPARAT I NOA • • •Ii • • • • • • • • •I • • • • • •• . ... 1}. . . . .. I `e_ o vL__JI -. " dIS• Xbmss �, r-; Lill.q• _ JJ Engr: JAVA➢ AHMAD simfie� 3 ��CML YRODUCf'REVISGDIM. PE i 7D592us complying with llw Flundn I�3 • •• • • • • • • • CA 38Building • • • • • • Codc Acceplonce NoJ , -�I . �iretionDnle ?il }la X 1" SMS. • TYPICAL AIICH�25 • • • E LEV • • ••• •rVR SPACTFIg ••• •� •• I\',it 'Y''� I BY Li!., :411". ' ' Mias'Didc Pmducl on .1 drawing no. L 10_0'1 1��! G (sheet 5 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.505 EI FLANGE FRAME �2 E2 FLUSH FRAME/FIN FRAME O GLAZING BEAD (LAM. GLASS) r—.120 .9 .050 .050 I-^1.184--1 E4 GLAZING BEAD (LAM. INSUL. GLASS) 1.000 I .125 41.500 I M4 GLAZING ANGLE (LAM. INSUL. GLASS) NAIL FIN ADAPTER 1.450 qI e i (�{---�-.180 e r .550 .050 Es FLANGE ADAPTOR 0 8 .180 FLUSH FRAME COVER 1.119 .291 .OSOr 1.081 —r 8 SCREW COVER ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARXS E1 CGI -118 4/ WDW. FLANGE FRAME 6063-76 — E2 CGI -119 4/ WOW. FLUSH FRAME/FlN FRAME 6063—T6 — E3 CGI -121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-76 — E4 CCI -123 4/ WDW. GLAZING BEAD (LAM. INSUL. GLASS) 6063—T6 — E5 CGI -110 4/ WOW. NAIL FIN ADAPTOR 6063-76 — E6 CGI -109 4/ WOW. FRONT FLANGE ADAPTOR 6083-76 — M1 CCI -382V AS REOD. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI -124 AS REDD. SCREW COVER— OPTIONAL PVC — M3 CCI -112 AS READ. FLUSH FRAME COVER PVC — M4 — OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8") 6063—T5 — M5 — 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 #10 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST — CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• Engr: JAVAD AHMAD CML • ••• • • • • •• • • • • • • • • • • • • • • • • •• • • • ••• • • ••• PRODUCT REVISED as complying with the Florida Building Code Acceptance No 5' • • imnnn Date j /Q do Product Con By i Miam 03 goto ♦ra 2 p W dQ IO e p �, a 0 2 ei ga¢Q 0,03 y V. h - C N n No v 0 W W N 431,- m }! C.417; 0 3 M n N 2E Z 30 o 5 5.A `o - a U 0 UPDATED TO 2014 FBC 8 n 0 S 2 (�M� 01-30-10 n F. b drawing no. W10-02 sheet 6 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •