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WS-2-16-479Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 1255 NE 95 Street Miami Shores, FL 33138 - Permit NO. WS -2-16-479 Permit Type: Windows/Shutters ermoris Classification: Window/Door Replat;em Permit Status: APPROVED Issue Date: 212612016 Expiration: 08/2412016 Parcel Number 1132060144000 Block: Lot: Applicant BLAINE AND LORI WILLENBORI Owner Information Address Phone Cell BLAINE AND LORI WILLENBORG 1255 NE 95 ST MIAMI SHORES FL 33138-2549 (305)754-2604 Contractor(s) THE COMPANIES OF R&S INC Phone 305-256-6666 CeII Phone Valuation: Total Sq Feet: $ 44,999.86 00 Type of Work: REMOVING AND INSTALLING 41 WINDOWS No of Openings: 45 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $27.00 $8.25 $8.25 $9.00 $550.00 $12.00 $36.00 $650.50 Pay Date Pay Type Invoice # WS -2-16-58766 02/22/2016 Cash 02/26/2016 Check #: 51535 Amt Paid Amt Due $ 50.00 $ 600.50 $ 600.50 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issua ce pertaining thereto and in stric co accepting this permit I assn`' required for ELECTRICAL, .LII me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations rmity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are ING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I c'i'that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F more, I authorize the above-named contractor to do the work stated. 14,4 Authorized Si. j' u :Owner / Applicant / Contractor / Agent e February 26, 2016 Building De a ment Copy Date February 26, 2016 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253360 Permit Number: WS -2-16-479 Scheduled Inspection Date: December 23, 201 Inspector: _ ZOS•e__ c)� Owner: WILLENBORG, BLAINE AND LORI Job Address: 1255 NE 95 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: THE COMPANIES OF R&S INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)754-2604 Parcel Number 1132060144000 Phone: 305-256-6666 Building Department Comments REMOVING AND INSTALLING 41 WINDOWS AND 4 DOORS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments Ick December 22, 2016 For Inspections please call: (305)762-4949 Page 4 of 32 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 ABY: FE13 2 2018 FBC 20/ V J5- BUILDING Master Permit No./j/5 JU — G�9 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 Z 55 'NE C15 ST City: Miami Shores County: Miami Dade Zip: 331 Folio/Parcel#: 11'.6 Z()(0 • 014 400 0 Is the Building Historically Designated: Yes NO X Occupancy Type:010i Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 131 re i ne. ,1VVi 1 I e, nhor-c Phone#: 3,e, -i1 •6V2. Address: I2& 3 Nt. q6 5T City: M iQm ( S V10 i --CS State: FL Zip: 3-1 3 g Tenant/Lessee Name: ✓ j Phone#: Email: 6/ CONTRACTOR: Company Name: S --{e199f -ts LotiM`/y 0 rr' Re S..tAq Phone#: 305 • Zo(D • (00 00 Address: g115 50/ (2G Tcrr -c City: M 1'(Jl'1'li State: T L Zip: 331�%(O Qualifier Name: j61(10 DDw►�lP,� State Certification or Registration CAI 010 150 Certificate of Competency #: DESIGNER:©Architect/Engineer: AZ - FA00061 CvrP I ''�; �� /�/W4 Phone#: 30s o 26q- U /00 Address: 9360 ?A 0 220 City: /i'G/ State: tL Zip: 33/'73 JI cep Value of Work for this Permit: $ 44 ` / y Square/Linear Footage of Work: Phone#:.k9h5 9(10'1(40(0 Type of Work: ❑ Addition ❑ Alteration ❑ New IM Repair/Replace ❑ Demolition Description of Work: Como C, n c/ 1;16+c 1 ,nj INIr DW 5 Q- Doo r V �J (41) (4) Specify color of color thru tile: Submittal Fee $ SC) • en Permit Fee $ � ' CO CCF $ • co/cc $ Scanning Fee $ I Z 43 Radon Fee $ 9 • 2 5 DBPR $ 8 25 Notary $ Technology Fee $'36 • ir> Structural Reviews $ (Revised02/24/2014) 0 Training/Education Fee $ 9 • Q Double Fee $ .( ` Bond $ TOTAL FEE NOW DUE $ Cb .J • So Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address A/7 City State AZip 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 —19-00,:re (\cl • L.)31 OWNER or AGENT The forreej oing instrument was acknowledged before me this lU day ofJG'0a , 20/ ' , by &CCM Lege) 0 , who is personally known to me or who has produced w 9V -0X -000—°°" as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 4_04 4 We4/,K c&2 Seal: �"•P /e LAURA HERNANbl3Z '� * MY COMMISSION Il EE 864425 4 EXPIRES: January 10, 2011 kaFS BoidedTboBull&.0 SeK ****************************** ************** APPROVED BY (Revised02/24/2014) Signature CONTRACTOR Th foregoing instrument was acknowledged before me this day of J a Mai In/ / • 0 Uphill I • 00,01/u-€7,wlispersonallyl me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: (1,011 k al 2 - Seal: Seal: *.o.:'::•°14‘,,, LAURA HERNANDEZ MY COMMISSION 1 EE 864425 * E�XyP;IIREESk:yJJ�aanuary10,2017 ***************** FOF FIOP�*0110EU ITIN 6W,"°'7'StiS!***�c***************** as Plans Examiner Structural Review Zoning Clerk CONTRACT # Date: 12/10/15 1 E S Since 1954 Delivery is included on this contract 8715 SW 129th Terrace, Miami FL 33176 PH: 305-256-66661 FAX: 305-256-6700 Billing Name: Mr. & Mrs. Willenborg E-mail: mpress@rscompanies.com Attn: Lori Billing Address: 1255 95 th street City: Miami Shores, FI. Zip: Job Name: same Job Address: City: Zip: A Whole House in this Coversheet jib de) c'{�/ frt�f , 4. $ TNdAa4 ,yhiA-*/,4 fd1 Fumish & Install CGI Windows & Doors. Subject to revision with changes or corrections. stucco patch, drywall patch and buck included. Permitting, engineering & applicable fees are included at total co t. CG$ (i,e -�J' ) '�r��;E'/v/f to f/?'V ' /, cifeetaAr fs Initial Deposit: Front Door not included in this quote. Paint by others.y_ Product At R & S: Home: Office: Cell: 305-778-5812 Fax: E-mail: willenborgl@bellsouth.net If Columns need replacing price tbd at remeasure... Final Payment: All custom, made to order products are non cancelable, non returnable and non refundable once order is pl NO STUCCO, DRYWALL, PAINTING, ELECTRICAL WORK OR WINDOW CLEANING IS INCLUDED IN THIS CONTRACT G. ' THE COMPANIES OF R&S Inc. is not responsible for damage to walls, floors, sills ,window treatments or alarm systems caused by the removal of windows, doors or shutters. New construction jobs perimeter caulking is done by Others. Heat strengthened laminated glass may show signs of waviness. x_tt rr' ✓ 'R & S is not responsible for damaged goods in deliveries unless noted in writing upon delivery by purchaser or agent.• In the event that the amount stated herein shown is not paid when due, interest at the highest legal rate per annum shall accumulate on the total amount remaining f151l' All costs of collection shall be paid by the customer including reasonable attorney's fees. * Title to materials delivered and/or installed pursuant to the order shall remain in the name of THE COMPANIES OF R&S Inc. until same is paid in full, and the purchaser waives all right to homestead and other exemption under state law applicable. 'Finish color is NOT an exact match. (Finish color is as similar as possible.) I7t4T Ciel6 • THE COMPANIES OF R&S Inc. shall not be responsible for delay in delivery resulting from strikes, labor difficulties, fire or other casualty, or any causes dtef Y whatsoever beyond it's control. • Concealed issues, damage or rotten wood is not the responsibility of R&S unless detailed in this contract. R & S assumes it is installing into a structurally sound opening any requirements by building department, including but not limited to new bucks and poured cells are not included and at extra charge. R&S will not be liable for any engineering cost that may be incurred for any reason. ' The use of these products may not be in compliance with your local building codes. Correct usage of this product to be determined by an architect or engineer. Check with your local building official for final usage. • WARRANTIES: THE COMPANIES OF R&S Inc. warranties their labor for one (1) year. Our manufactures supply their own warranties. Customer has received at warranty and maintenance information for the above products. 'WARRANTIES" DO NOT BECOME ACTIVE UNTIL FULL PAYMENT HAS BEEN MADE. Final payment can not be withheld due to incomplete warranty work. • IT IS THE RESPONSIBILITY OF THE HOMEOWNER/CONTRACTOR TO PROVIDE ACCESS TO THE PROPERTY FOR ALL INSPECITIONS AND MUST BE AVAILABLE FOR PERMIT INSPECTIONS AT THE JOBSITE • Contract price does not include installation, permit fees, or delivery unless stated herein. Balance for materials will be due within 10 working days upon their arrival at THE COMPANIES OF R&S Inc. Any materials not paid for and delivered within that time frame are subject to a weekly storage fee of 10% of the contract value or $100.00 per week whichever is greater. ' This is the whole contract! No verbal discussions nor alleged or assumed salesman's promises wiN be honored unless stated herein. • Acceptance of this contract subject to review and approval by an officer of THE COMPANIES OF R&S Inc. $ $ $ 800.00 Sub Total: 50% 40% 10% $ 44,999.86 $ 22,499.93 $ 17,999.94 $ 4,499.98 Purchaser's Signature: Salesperson: PLEASE READ BEFORE SIGNING Accepting Officer of R&S Inc. 12/10/2015 1:52 PM 1 Last_Willenborg_Coversheet_12102015_whole house Property Search Application - Miami -Dade County Page 1 of 8 Address Owner Name Folio SEARCH: 1255 NE 95 St PROPERTY INFORMATION Folio: 11-3206-014-4000 Sub -Division: MIAMI SHORES SEC 2 Property Address 1255 NE 95 ST Miami Shores, FL 33138-2549 Owner BLAINE J WILLENBORG &W LORI Mailing Address 1255 NE 95 ST MIAMI SHORES, FL 33138-2549 Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 2 Living Units 1 Actual Area 3,980 Sq.Ft http://www.miamidade.gov/propertysearch/ 2/23/2016 Property Search Application - Miami -Dade County Living Area Adjusted Area Lot Size Year Built 3,070 Sq.Ft 3,333 Sq.Ft 13,100 Sq.Ft 1941 Page 2 of 8 Featured Online Tools Comparable Sales Non -Ad Valorem Assessments Property Record Cards http://www.miamidade.gov/propertysearch/ Glossary PA Additional Online Tools Property Search Help 2/23/2016 Property Search Application - Miami -Dade County Property Taxes Report Homestead Fraud Tax Estimator Value Adjustment Board ASSESSMENT INFORMATION Year Land Value Building Value Extra Feature Value Market Value Assessed Value Page 3 of 8 Report Discrepancies Tax Comparison TRIM Notice TAXABLE VALUE INFORMATION COUNTY Exemption Value Taxable Value SCHOOL BOARD Exemption Value Taxable Value CITY Exemption Value Taxable Value REGIONAL Exemption Value Taxable Value BENEFITS INFORMATION Benefit Type Save Our Homes Cap Assessment Reduction Homestead Exemption 1 Second Homestead Exemption x Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). 2015 $399,595 $644,163 $416,782 2015 $50,000 $366,782 $25,000 $391,782 $50,000 $366,782 $50,000 $366,782 2014 $248,479 $239,160 $1,000 $488,639 $413,475 2014 $50,000 $363,475 2013 $165,315 z $241,042 $1,008 $407,365 $407,365 2013 $50,000 $357,365 $25,000 $388,475 $50,000 $363,475 $50,000 $363,475 $25,000 $382,365 $50,000 $357,365 $50,000 $357,365 2015 2014 2013 $227,381 $75,164 $25,000 $25,000 $25,000 $25,000 $25,000 x $25,000 http://www.miamidade.gov/propertysearch/ 2/23/2016 Property Search Application - Miami -Dade County w . FULL LEGAL DESCRIPTION MIAMI SHORES SEC 3 PB 10-37 LOTS 29 & 30 BLK 84 # LOT SIZE IRREGULAR OR 19323-2343 10 2000 1 SALES INFORMATION Page 4 of 8 Previous Sale Price OR Book -Page Qualification Description 10/01/2000 $482,500 19323-2343 Sales which are qualified 04/01/1995 $0 16771-2021 Sales which are disqualified as a result of examination of the deed 03/01/1995 $0 16742-1260 Sales which are disqualified as a result of examination of the deed For more information about the Department of Revenue's Sales Qualification Codes. 2015 2014 2013 LAND INFORMATION Land Use Muni Zone GENERAL GENERAL R-25, R-26 R-25, R-26 PA Zone Unit Type 1400 - SGL FAMILY - 3001-3250 SQ Front Ft. 1400 - SGL FAMILY - 3001-3250 SQ Front Ft. BUILDING INFORMATION Units 75.00 25.00 Calc Value $299,696 $99,899 Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1941 3,620 2,710 2,973 $217,267 1 2 1962 360 360 360 $26,309 s EXTRA FEATURES t Description Chain-link Fence 4-5 ft high Patio - Concrete Slab ADDITIONAL INFORMATION http://www.miamidade.gov/propertysearch/ Year Built 1969 1962 Units 100 255 Calc Value $456 $536 2/23/2016 Property Search Application - Miami -Dade County • Page 5 of 8 * The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: Community Redevelopment Area: Empowerment Zone: Enterprise Zone: Urban Development: Zoning Code: Existing Land Use: NONE NONE NONE NONE INSIDE URBAN DEVELOPMENT BOUNDARY R25 - 10 - SINGLE-FAMILY, MED. -DENSITY (2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District Miami -Dade County Bulletin Board Non -Ad Valorem Assessments School Board South Florida Water Mgmt District Tax Collector The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortal/ContactForm/ContactFormMain.aspx. Version: 2.0.3 EXEMPTIONS B BENEFITS Deployed Military http://www.miamidade.gov/propertysearch/ 2/23/2016 Property Search Application - Miami -Dade County Disability Exemptions Homestead Institutional Senior Citizens REAL ESTATE 40 Yr Building Re -Certification Appealing Your Assessment Defective Drywall Folio Numbers Mortgage Fraud TANGIBLE PERSONAL PROPERTY Appealing your Assessment Assessment Information Search Exemptions Extension Requests Filing Returns Page 6 of 8 More > More > More > http://www.miamidade.gov/propertysearch/ 2/23/2016 Property Search Application - Miami -Dade County Page 7 of 8 PUBLIC RECORDS Address Blocking Change of Name Change of Address Change of Ownership & Title Declaration of Condominium More > ONLINE TOOLS Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability More > TAX ROLL ADMINISTRATION Appealing your Assessment Reports http://www.miamidade.gov/propertysearch/ 2/23/2016 .4 AL-FAROOQ wo CORPORATION • • .•• •••• •• ••••Page 1 of •••• l • • • • • • ••• • ••••••• • • • .• • • SITE SPECICIG:VITINDLVAVCERtIFICATE • • :•• :.• ••• • ••. •1• .• .. . • •.• :. • • . .• 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 I T. 305.264.8100 1 •F, 3U�.+G2;69a6 i•www.afceng.com alfarooq@afceng.com • • • •, • ;1 • • • • • • •• • • Project Number: 18244-1147 Date Requested: 1/24/2016 8:05:54 PM Client: Jose Eduardo Perez Mailing Address: Jose Eduardo Perez 1735 sw 8 st apt 17 Miami, FL 33135 1735 sw 8 st apt 17 Miami, FL 33135 Project Address: 1255 ne 95 street Miami Shores FL 33138 Job Name: Blaine Willenborg Residence 1255 NE 95 STREET MIAMI SHORES, FL 33138 Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category D Roof Type Sloped Mean Roof Height 25.00 ft Elevation of Opening 25.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 1.13 Velocity Pressure Coefficient (Kz) 1.13 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 75.0 psf Velocity Pressure (Qz) 75.0 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2016 , Copyright Al-Farooq Corporation Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2014 FBC. Design Wind Pressures (PSF) Trib. Area (ft 2) 10 Zone 4 +53.1 -57.6 Zone 5 +53.1 -71.1 ZONE 4 En ZONE 5 C:=1 d=10% OF LEAST HORIZONTAL DIMENSION HEIGHT 'H' FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT d � <t Valid Only with Engineer's Seal I JAN L`2 6 2016 CAN (EB) #3538 PROPERTY OWNER. PROPERTY ADDRESS: BLAINE J. WILLENBORG RESIDENCE 1255 NE 95TH STREET MIAMI SHORES, FL 33 38 WINDOW/DOOR SCHEDULE DATE 01115116 OPENING DESCRIPTION OF WINDOW/DOOR UNIT TYPE PRODUCT ACCEPTANCE NO. FRAME GLASS NOA PRESSURE OPENING PRESSURE OPENING MULLION REO MULLION MULLION SHUTTER REO COLOR TYPE IMPACT COLOR THICKNESS (+) PSF (-) PSF (+) PSF (-) PSF SIZE YIN NOA SIZE YIN W-1 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 314"LIG 75 -75 53.1 -57.6 37x79 - - - N W-2ab SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 1 -LIG 75 -75 53.1 -71.1 28x79 YES 15.0420.08 1x2%x82 N W-3ab SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 1 -LIG 75 -75 53.1 -71 1 28x79 YES 15-0420.08 1x214x82 N W-4 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 - 53.1 -57.6 19x4U - - - N W-5 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 314"LIG 75 •75 53.1 -71.1 37x52 - - - N W-6 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 314"LIG 75 -75 53.1 -71.1 37x52 - - - N W-7 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53 1 -57.6 19x40 - - - N W-8 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 314"LIG 75 -75 53.1 -71.1 39x41 - - - N W-9 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -71 1 39x41 - - - N W-10 SINGLE HUNG 15-0512 10 WHITE FLANGE YES CLEAR LOE 314"LIG 75 -75 53.1 -57.6 31x60 - - N W -11a HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE YES CLEAR LOE 314"LIG 60 -60 53.1 -57.6 111x54 YES 15-0420.08 2x6x113 N W -11b HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE YES CLEAR LOE 314"LIG 65 -65 53.1 -57.6 111x26 YES 15-0420.08 2x6x113 N W -12a HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE VES CLEAR LOE 3/4"LIG 60 -60 53.1 -57.6 111x54 YES 15-0420.08 2x6x113 N W -12b HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE YES CLEAR LOE 3/4"L1G 65 -65 53 1 -57.6 111x26 YES 15-0420.08 2x6x113 N W -13a HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE YES CLEAR LOE 3/4"LIG 60 -60 53.1 -57.6 111x54 YES 15-0420.08 2x6x113 N W -13b HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE YES CLEAR LOE 314"LIG 65 -65 53.1 -57.6 111x26 YES 15-0420.08 2x6x113 N W-14 HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE YES CLEAR LOE 3/4"LIG 61.6 -61.6 53.1 -57.6 81x60 YES 15-0420.08 2x6x60 N W-15ab HORIZONTAL ROLLER OXXO 15-051205 WHITE FLANGE YES CLEAR LOE 314"LIG 60.2 -60.2 53.1 -57.6 69x60 YES 15-0420.08 1x21/ --x60 N W-16ab HORIZONTAL ROLLER OXXO 15-0512.05 WHITE FLANGE YES CLEAR LOE 3/4 -LIG 60.2 -60.2 53.1 -57.6 69x60 YES 15-0420.08 1x2'/,.x60 N W-17 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -57.6 37x79 - - - N W-18 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 314'LIG 75 -75 53.1 -57.6 37x79 - - - N W-19 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4 -LIG 75 -75 53 1 -57.6 37x79 - - - N W-20 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53 1 -71.1 37x53 - - - •• • • W-21 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -71.1 37x53 - - - • N 4 •••• W-22 CASEMENT 14-0506.01 WHITE FLANGE YES CLEAR LOE 314"LIG 64.8 -64.8 53.1 -57.6 37x53 - - • •• • N • W-23 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"110 75 -75 53.1 -57.6 37x53 - - • • - • • N • W-24 INGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR WE 3/4"LIG 75 -75 53.1 -57.6 37x39 - - .... • • • • •• N W-25 W-25 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 3l4"UG 75 -75 53.1 -71.1 37x53 - - ...... •-- N W-26 CASEMENT 14-0506.01 WHITE FLANGE YES CLEAR LOE 3/4"LIG 64.8 -64.8 53.1 -57.6 37x53 - - • • ••• • • • • •N • W-27 SINGLE HUNG 15-0512 10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -71.1 37x53 - - • • • •-• •N • W-28 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -57.6 37x39 - - * ..... r• I W-29 CASEMENT 14-0506.01 WHITE FLANGE YES CLEAR LOE 3/4"LIG 64.8 -64.8 533.1 -57.6 37x53 - - • 41. • •• it • W-30 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -71.1 37x53 - - • W-31 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 314"LIG 75 -75 53.1 -57.6 37x53 - -• - • • ' - • Baa-•• f• W-32 SINGLE DOOR 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4 -LIG 75 -75 53.1 -71 1 37x53- W-33 SINGLE HUNG 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -57.6 19x39 - - • • • • •• • N • • • W-34 SINGLE HUNG 15-0512.10 WHITE FLANGE VES CLEAR LOE 3/4"LIG 75 -75 53.1 -71.1 19x39 - - - • • • D-2 DOUBLE DOOR 14-1015.04 WHITE FLANGE YES CLEAR LOE 7116"Lauri 80 -80 531 -57.6 47x80 - - - N D-3 SINGLE DOOR 14-1015.04 WHITE FLANGE YES CLEAR LOE 7116"Lauri 80 -80 53 1 -57.6 37x86 YES 15-0420.08 2x6x87 N D-4 SINGLE DOOR 14-1015.04 WHITE FLANGE YES CLEAR LOE 7116"Lami 80 -80 53.1 -57.6 37x86 YES 15-0420.08 2x6x87 N D-5 SINGLE DOOR 14-1015.04 WHITE FLANGE YES CLEAR LOE 7116"Lami 80 -80 53.1 -57.6 • 33x92 YES 15-0420.08 2x6x60 N Confidential JOSE E. PEREZ Permitting Coordinator •• •••••• •• •••••• • • • ••••• • • ••••• •••••• • • • • •••••• • • • • •••••• • • • • • Page 1 • •••• • • • ••. •• •• • • •• • •• •• • • • • • •• •• •• •. • • . •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RERR • BOARD AND CODE ADMINISTRATION DIVISION • • • ▪ NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 251h Street • Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY • PRQDUCJ CONT•ROLAECTION • : • • 1:1865 $V1i 26 $tre4t•Room 208 • • T (7331) 30-2590 3 (16X315-2599 1010. 1010. 1010. 1010. • www.miamidade.gov/economy •• • • • •• ••• •. • • • • • • • •• • • • • • 0010 00 • DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of '9, dated 02/02/10, with revision C 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 starnp 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, modeUseries, 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 cotnply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0915.06 and consists of this page 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. MIAMIDADE COUNTY APPROVED NOA No. 15-0512.10' Expiration Date: September 22, 2020 Approval Date: August 06 2015 Paee.l CGI Windows & Doors NOTICE OF ACCEPTANCE: A. DRAWINGS 1. Manufacturer's die drawings and sections. .. .. . .. ... .. 2. Drawing No W10-03, titled "Series Sentinel 110 After;�L:I.;dw sheets 1 through 9 of 9, dated 02/02/10, with revisions:datetl.44e10/1;t,.pr tared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. . •• . .. • . • . . . • • • .• . . •• • ... . . . •. .. •• . ... •.. •• .... EVIDENCE SUBMITTED • • • .... .... .. . .. .. . . . . . . • • • • • ... ...... ... . 13. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.1 0-0510.11) E-1 Manuel P , P.E. Product Contro E. miner NOA No. 15-0512.10 Expiration Date: September 22, 2020 Approval Date: August 06 2015 CGI Windows & Doors NOTICE OF ACCEPTANCE: • . ... . . . ... .. .. . • • . .. .. • • . . •. . . •. • . . . . ... . . •. •. • . • • • • • •• • • • ... EVIDENCE SUBMITTED • .. .. .. . .. ..• .• . . . . . • • • • • . •... ... ... ... . C. CALCULATIONS 1. Anchor verification calculations and structural analyris,.comBlyiug with,F$C-5" Edition (2014), dated 09/08/14, prepared by Al-FarovPQrio;at;;x, iigned and sealed by Javad Ahmad, P.E... •. . . .. ..... (Submitted under previous NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Departtnent of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 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. F. STATEMENTS 1. Statement letter of conformance, complying with F.BC-5'h Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-05.10.11) 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 P Product Control NOA No. 15- .E. iner 12.10 Expiration Date: September 22, 2020 Approval Date: August 06 2015 MIAMI= COUNTY • .•.. . . • ••• •• .• . • .• • •. .• . • . . •. • •. •. • . • • • :VIIZMD-13ADC COUNTY ' PRdb11Ct CONTROL %Er1'ION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) • • Miami, jitorida 33175-24W4 BOARD AND CODE ADMINISTRATION DIVISION • 'F (7.4)345%590 X590 • I (W8451315?*5.9, NOTICE OF ACCEPTANCE (NOA) '.':.evn'iv}ui3nlidade.agyiexoflQrnv 'CGI Windows & Doors, Inc. 10100 N. W. 25' Street Miami, F1.33172 '• •• 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 Miatni-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, • e one. DESCRIPTION: Series "160 Sentinel" Aluminum Outswing glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Ai-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, Signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: l" 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 -l& 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 Approval Date: August 13, 2015 Pa'c 11 CGI Windows &Doors, Inc. • • . • • •'• • • • •• • ••• . • ••.• • • . . NOTICE OF ACCEPTANCE: EVIDENCE SUBMTI D.; M IAM IDDADE COUNTY ... .•. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES;1ZtrR) . BOARD AND CODE ADMINISTRATION DIVISION • • • • • NOTICE OF ACCEPTANCE (NOA) • . . . ... • . .. .. . • • . • . . . ... • . •. • . . . . • • . . • .. . MIAMI-DADE COUNTY .PRt1I UCT.CON.' OL SECTION . .1185 St/ 24 gireet, Room 208 :6(7$0)315-4190 F'(786)315-2599 www.miamidade.eov/economy CGI Windows &Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 .. SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (hn Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code includin: the Hi_h Veloci Hurricane Zone. ESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.I. • .. • • • • .. ••• • • • .. • • • ••• .. • . PROVAL DOCUMENT: Drawing No. W98-100, titled "Series -238 Aluminum Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I dated 04/25/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall -be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-1220.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MANMADE COUNTY APPROVED NOA No. 14-0506.01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 Page CGI Windows & Doors, Inc. • .... • . . ... .. .. • .. .. .. . • • • . . •. •. • . . • . • • . • . ... • . • • •....... • .... NOTICE OF ACCEPTANCE: EVIDENCE SUM/TTM) .. .... .... .. . .. .. . .. . .. • • • • • . •... ...... ... . A. DRAWINGS 1. Manufacturer's die drawings and sections. .. . . .•. :•. ... .. l 2. Drawing No. W98-100, titled "Series -238 �tlpr niu C nient �Y dw. (L.M.1.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7,•dteda2,0449S, ivith.r8vision I dated 04/25/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 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. ATLOSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under previous NOA # 12-1220.14) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) Mdnueit-Ifferz, P.E. Product Control 441E''�' miner NOA No. -0506.01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: ... .. . . . • .. • .. .• .• . .. .. . • • • . ... • . . . • . •. . . . •. ....... •.... EVIDENCE SUBMITTED .. .... .... .. . .. .. . .. . .. • • • • • . • •... ••• ••• ... . B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test ?ax FSG`, TAS 201.- 4 .. 2) Cyclic Wind Pressure Loading ilei: F, ,A 203 9;1 along with narked -up drawings and installatiotAiagr�am of an:aLrniim 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) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0917.03 and # 01-1002.03) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 . 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement • window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E-2 Manuel Peyez,PiE. Product Control Exani er NOA No. 14.0506.01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 CGI Windows & Doors, Inc. • .... • . . ... .. .. . • .• .. .. • • . . •. •. . •. • . . • . •.... • . • • •• • • • ...... •• ... . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .. • . . •. . . . . .. • • . • . • •. •. • • •. •. . . • • • ... ... ... ... . E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De. moors & Co. Inc. for their "DuPont SentryGlas© Interlayer" tlate413/25711, tiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to. tastima C3litniiacjil.Ompany (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5'h Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) G. OTHERS 1. Notice of Acceptance No. 12-1220.14, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 03/21/13 and expiring on 10/26/18. Manuel Perp .E. Product Control R`xa ner NOA No. 14- 6.01 Expiration Date: October 26, 2018 Approval Date: June 26, 2014 • E-3 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25t Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or tnaterial tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCRIPTION: Series Cli ed Extruded Aluminum Tube Mullion — APPROVAL DOCUMENT: Drawing No. M95 -13A, titled "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-1220.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • .. . • . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION • • . 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 . www.m is mid ad e.Eov/economy MIAMI-DADE COUNTY APPROVED 15 • • • .� . • .. .. • • . • .1 .. • • . . NOA No. 15-0420.08 Expiration Date: March 28, 2018 Approval Date: August 13. 2015 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95 -13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. • • .... • • .. • . • •• • ... B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t'' Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 ManuelP, P.E. Product Control! xa ' iner NOA No. 1 - 1420.08 Expiration Date: March 28, 2018 Approval Date: August 13. 2015 •• • • • .. • ••• .. • . • • • • .. CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. • • . .. •• •• • • • • • • • • • • • , •• • • • • • • • • • • ••• F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted udder NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted cinder OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion -- L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manuei'Per' E. Product Control E ner NOA No. 15- 20.08 Expiration Date: March 28, 2018 Approval Date: August 13. 2015 E-2 • • • • •• . • ••• • • • • • • •• • • • •••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• •• •• • • • •• • • •• •••• •• • • •• •• • • • • • ••• • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER). BOARD AND CODE ADMINISTRATION DIVISION : : • : . • : • • • .MIAMI—DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION . .11805 SW 26 Street, Room 208 • 2' (756) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA}. • • • • •• • • • ••• ••• ••• • • • www.miamidade.gov/economy ••• • CGI Windows & Doors 10100 NW 25 Street Miami, FI. 33172 SCOPE: • .• • . . .. .•. .. • • • .. . • • . • ... •• • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window -. L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision "E" dated 04/10/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miarni-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 LIMITATIONS: Glass lites wider than 36 -inch shall have two setting blocks and anti -Lift devises per FBC requirements. 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. 14-0915.07 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. MIAM1•DADE COUNTY APPROVED NOA No. 15-0512.05 xpiration Date: September 22, 2020 Approval Date: August 20, 2015 Pa.• CGI Windows & Doors • .••• . • . ... •. .. . • .• . .. .. . • • . . •• •. •. •. • . . •• • . •. ••.. •. • •. • . •. •. . •. •. •• • •..•. •• • •. • ..• . NOTICE OF ACCEPTANC r:• ,. EVIBENCE SUBMITTED • ••• • .. . .. . . •. . •. •.. . . . . ... •.....• ... • . A. DRAWINGS 1. Manufacturer's die drawings and seetion:s.• • • • • • • • • (Submitted under NOA No. 10-0510.:14 . ... .. • • 2. Drawing No. W10-18, titled "Series Sentinet 120 •Actin HOriz. Sliding Wdw. (L.M.I. /S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision "E" dated 08/04/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 13. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 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 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL--0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted tinder NOA No. 10-0510.12) E-1 Manue P[� a '. E. Product Control ►ner NOA No. 1 12.05 Expiration Date: September 22, 2020 Approval Date: August 20, 2015 • CGI Windows & Doors .... . . . ... .. .. . • .• . .. .. . • • • . • •• •. •• • . . . • . •• ••. •. • • • •• •• •• • •• • •• • •..•. •.. •. •• ••• NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED ••.. •••• •• • • .• . • .• . . • .• • •• •. .•• • •• •• • . • . . . . .• ..• ••• •.. .••• . C. CALCULATIONS 1. Anchor verification calculations aid ftructitraL.anaLy�is�. complying with FBC 5th Edition (2014), prepared by Al-Parc5 Co ppottipn, dAted 09/05/14, signed and sealed by Javad Ahmad, P. E. • ai I» ,iiled irndee.praui'ous NOA No. 14-0915.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP -- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. ' F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and of no financial interest, dated 05/29/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 14-0915.07) 2. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 14-0915.07, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/05/15 and expiring on 09/22/20. E-2 Lir Manuel Perez, ' 9. Product Con Ex. r NOA No. 15-0 .05 Expiration Date: September 22, 2020 Approval Date: August 20, 2015 W-8 SH 39x41 PSF +53.11-71.1 NOA: 15-0512.10 W-7 SH 100•- 19x40 PSF +53.11-57.6 NOA: 15-0512.10 W-6 SH 37x52 PSF +53.11-71.1 NOA: 15-0512.10 1 11 1 r GARAGE DOORS TO REMAIN STORAGE BATH W-5 SH 37x52 PSF +53.11-71.1 NOA: 15-0512.10 D-2 DD 47x80 PSF +53.1 -57.6 NOA: 14-1015.04 KITCHEN W-4 SH --- - - 19x40 PSF +53.11-57.6 NOA: 15-0512.10 W-3ab SH 28x79 PSF +53.11-71.1 NOA: 15-0413.03 • BATH • . ••• •. •• • • • • • • • • • • • • ••• • W-9 SH 39x41 • PSF +53.11-71.1 • • NOA: 15-0512.10. • • • • w-10 SH 31x60 PSF +53.11-57.6 NOA: 15-0512.10 / • FOYER • • • • • • • ••• • • ••• •. • •w •• • • • • • .. ••• • . • • • • • ••• • • • • • • • • • • • • • ••• • • ••• • •• •• • . •• • • • • • • • ••• • •. • • ••. .•. ••• •:• • ••••..., • • •ID.S • • • : : • •• •• ESD• 37x86 PSF +53.1 -57.6 NOA: 14-1015.04 W -11a HR 111x54 XOX PSF +53.11-57.6 NOA: 15-0512.05 MULLION NOA: 15-0420.08 SIZE: 246387 OFFICE MILLION NOL. 154420.08 SIZE: 1+2',4+60 W-2ab SH 28x79 PSF +53.11-71.1 NOA: 15-0413.03 7 i W -11b NR 111x26 X04 PSF .58.1112.6 NO, 15-0512 05 • • W -12a HR 711x54 xox PSF +53.11-71.1 NOA: 15-0512.05 MULLION NOA: 15.0420.08 SIZE: 2+6+112 DINING ROOM ENTRY D-1 TO REMAIN w-1 SH 37x79 PSF +53.1/-57.6 NOA: 15-0512.10 W -12b, W -13b NR 111x26 1 PSF 6511 5 .1. NOA: 150512. 005 MULLION NOP: 15-0420.08 SIZE: 246,112 MULLION NOA: 15-0420.08 SIZE: 246487 • W -13a HR 111x54 xox PSF +53.11-71.1 NOA: 15-0512.05 rl� LIVING ROOM W-19 SH 37x79 PSF +53.11-57.6 NOA: 15-0512.10 • W-18 SH 37x79 PSF +53.11-57.6 NOA: 15-0512.10 FIRST FLOOR ALL NEW WINDOW SHALL MEET EGRESS REQUIREMENT AS PER F.B.C. 2014 • ALL NEW WINDOW & DOOR SHALL COMPLY WITH SAFE GUARDS REQUIREMENT AS PER F.B.C. 2014 D-4 D-5 SD SD 37x86 33x92 PSF +53.1 PSF +53.1 -57.6 -57.6 NOA: 14-1015.04 NOA: 14-1015.04 • W-14 HR 81x60 xOx PSF +53.1/-71.1 NOA: 15-0512.05 MULLION NOA: 150420.06 SIZE: 2+6460 FAMILY ROOM MULLION NO0. 154420.08 SIZE: 1+271+60 RECEIVED FEB 2 2 2016 BY•J(3O v- C - - 15a HR 69x60 OXXO PSF +53.11-71.1 NOA: 15-0512.05 15b - 16b HR 69x60 OXXO PSF +53.1/-57.6 NOA: 15-0512.05 W-17 SH 37x79 PSF +53.1/-57.6 NOA: 15-0512.10 16a A Project: WILLENBORG RESIDENCE 1255 NE 95TH STREET MIAMI SHORES, FL 33138 COUNTY and CITY: Miami -Dade County MIAMI SHORES Drawn by: Jose Eduardo Perez Permitting Specialist LEGEND: All escape windows shall provide a Clear opening of not less than 5.7 SQFT. The width shall be not less than 20" and The height shall not be Tess than 24". The bottom of the opening shall not be More than 44" above finished floor Notes: Remove and Replace existing windows/doors • SD: Single Door DD: Double Door SGD: Sliding Glass oor GD: Fiberglass Door • SH: Single Hung • HR: Horizontal Roller • CSMENT: Casement • FIXED: Fixed • PO: Project Out • ST: Store Front A 1 N.T.S. W-29 CSMENT 37x53 PSF +53.11-57.6 NOA: 14-0506.01 EGRESS W-24 SH 37x39 PSF +53.11-57.6 NOA: 15-0512.10 W-27 SH 37x53 PSF +53.11-71.1 NOA: 15-0512.10 EGRESS 11 W-30 SH 37x53 PSF +53.11-71.1 NOA: 15-0512.10 EGRESS B E D R 0 0 M BATH BEDROOM • .. • . • . . . .. ... • .. .. . . • . •. • . •. • ... •. . • . • •. •. • • . • . •• •. • . . . • • • . . .. •... .... • .. •. ..... .. . •.• • • . . . . .• •.. . . . • .. • ... •...... •• • • • • .. • . . .. ... .. • .• . . . . . .. . • . . . ... ..• W-31 SH 37x53 PSF +53.11-57.6 NOA: 15-0512.10 EGRESS W-25 SH 37x53 PSF +53.11-71.1 NOA: 15-0512.10 EGRESS W-33 SH 19x39 PSF +53.11-57.6 NOA: 15-0512.10 BATH ALL NEW WINDOW SHALL MEET EGRESS REQUIREMENT AS PER F.B.C. 2014 ALL NEW WINDOW & DOOR SHALL COMPLY WITH SAFE GUARDS REQUIREMENT AS PER F.B.C. 2014 W-28 SH 37x39 PSF +53.11-57.6 NOA: 15-0512.10 W-23 SH 37x53 PSF +53.1/-57.6 NOA: 15-0512.10 W-26 CSMENT 37x53 PSF +53.1/-57.6 NOA: 14-0506.01 EGRESS MASTER BEDROOM W-22 CSMENT 37x53 PSF +53.11-57.6 NOA: 14-0506.01 EGRESS W-34 SH 19x39 PSF +53.1/-71.1 NOA: 15-0512.10 MASTER BATH W-21 SH 37x53 PSF +53.1/-71.1 NOA: 15-0512.10 EGRESS 1 1 W-32 SH 37x53 PSF +53.11-71.1 NOA: 15-0512.10 EGRESS W-20 SH 37x53 PSF +53.11-71.1 NOA: 15-0512.10 EGRESS SECOND FLOOR Project: WILLENBORG RESIDENCE 1255 NE 95TH STREET MIAMI SHORES, FL 33138 COUNTY and CITY: Miami -Dade County MIAMI SHORES Drawn by: Jose Eduardo Perez Permitting Specialist LEGEND: All escape windows shall provide a Clear opening of not less than 5.7 SQFT. The width shall be not less than 20" and The height shall not be less than 24". The bottom of the opening shall not be More than 44" above finished floor Notes: Remove and Replace existing windows/doors • SD: Single Door • DD: Double Door • SGD: Sliding Glass Door • FGD: Fiberglass Door • SH: Single Hung • HR: Horizontal Roller • CSMENT: Casement • FIXED: Fixed • PO: Project Out • ST: Store Front A 2 N.T.S. 1- w X w U 1w - J X li O 0 co 53 1/8" FLANGE WIDTH 47 7/16" D.L.O. (FIX. LITE) •• 20 9/16" • _ MAX. D.L.O. (FIX. LITE) 20 9/16" * MAX. • HEAD/SILL Al HEAD/SILL 1 A 6 � I •• • • • - 1 l� — O 14 I 1 — L/ co, 1+- ,7,-;/,_ .'/ ti 1 I 1 I I - o 1 I I I /. I , _ C // .'/ tt-- I I I I --r1 I I o I e a 4 1 11 50 1/4" VENT WIDTH • • ••• • • • • • • • • • • • • • • • I • • • • • • • • • • ••• • • • • • • • • • • • 090 • • • • FALSE MUNTINS (SURFACE APPJ IED; • OPTIONAL • • • • • • • • • • • • /0* M • ••6 4/:" :: • • H00/SILL 52 1/8" • BUCK WIDTH — • • •• 47 7/16" D.L.O. (FIX. LITE) •• 20 9/16" • _ MAX. 9_________ - • HEAD/SILL Al •• 6 � I •• • • • - 1 II I / 1 tt - — +, ,/ B O I I a II I 1 1 1 // / / II 1 i o 1 I I I , ••• CORNERS••• •. •• •• • • • ••• • • • • • • T ••• lu Po E to M O 1 0 • VENT HEIGHT z > O J 0 FALSE MUN11NS (SURFACE APPUED) OPTIONAL MTG. STILES FLANGE & FLANGE ADAPTOR FRAME W-1,W-4,W-7,W-5,W-6,W-8,W-9,W-10,W-17,W-18,W-19,W-20,W-� 1,W -23,W -25,W-27 w SERIES SENTINEL 110 ALU INU SING E 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 M1AMI—DADE COUNTY APPROVED WINDOWS USING MIAM1—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 (HVHZ). 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 IN 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 BUILDING CODE. f ** EQUAL LEG FRAME CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" 5 1/2" MAX. 52 1/8" BUCK WIDTH 47 7/16" D.L.O. (FIX. LITE) 20 9/16" MAX. HEAD/SILL CORNERS r BUCK HEIGHT X 0 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL TYPICAL ELEVATION HEAD/SILL D.L.O. (VENT) 50 1/4" FIN FRAME In CO Z 0 LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT Engr: JAVAD AHMAU CML FLA. # 70592 C.A 3538 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No f?-o74D d 'ration Date Miwn Dade 'roducl tr{ D vi J V) O V) IX O • w *411 Z• 10 • cV Z z El 0 O� U -� FAX. (305) 593-6592 0 N (13ton rn 0 0 M 0) c 0 c 0 0. U V) a w 3 0 0 U CD w UPDATED 10 2014 PBC NO CHANCE THIS SHEE1 • T .0 m a 0 0 a 0 0 0 0 0 Q m 0 0 0 4.0 drawing no. W1 0-03 sheet 1 of 9 9_________ - I 1 /. I I ,./ I a � �/ ' 1 i , e a C2 II 1/ // tt— II /. 1 I• 11 � o a r T— o I e a D.L.O. (VENT) 50 1/4" FIN FRAME In CO Z 0 LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT Engr: JAVAD AHMAU CML FLA. # 70592 C.A 3538 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No f?-o74D d 'ration Date Miwn Dade 'roducl tr{ D vi J V) O V) IX O • w *411 Z• 10 • cV Z z El 0 O� U -� FAX. (305) 593-6592 0 N (13ton rn 0 0 M 0) c 0 c 0 0. U V) a w 3 0 0 U CD w UPDATED 10 2014 PBC NO CHANCE THIS SHEE1 • T .0 m a 0 0 a 0 0 0 0 0 Q m 0 0 0 4.0 drawing no. W1 0-03 sheet 1 of 9 4444446110140444446 ti 4,W-7, 33,W-34 W24 W-2 W-8. W-� W-10,W20W-2 25, W-27, ,1/-30 W -1,W-17 18,W-1 4 EQUAL LITES WINDOWS - DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'A1' GLASS TYPES '8'&'81' WIDTH HEIGHT WIDTH HEIGHT EXT.(4-) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8" 26-1/2" .37" 49' 53-1/8" 26" 18-1/8' 25-1/2' 36' 48" 52-1/8" 25" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2" 37" 49' 53-1/8" 38-3/8" 15-1/8" 25-1/2" 36" 48" 52-1/8" 37-3/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0• 26-1 2" s 0-5/8 > 18-1/8' 25-1/2' 36" 49-5/8' 5.0 75. 80.0 85.0 75.0 75.0 80.0 85.0 75. 80.0 85.0 I ► 53-1/8" 48' 52-1/8" C7r> 80.0 85.0 75.0 75.0 80.0 85.0 19--1/8' 26-1 2' 51 49" 53-1/8' 2 18-1/8' 25-1/2" 36" 48' 52-1/8" 62" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 1•.0 75.0 75. 75.0 80.0 - 85.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2" 37" 49' 53-1/8' 76" 18-1/8' 25-1/2' 36" 48' 52-1/8' 75" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 60.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2' 46-1/2' 18-1/8" 25-1/2" 36" 45-1/2" 84 75.0 75.0 80.0 85.0 75.0 ".•.. 75.0 �y 80.0 85.0 80.0 85.0 75.0 75.0 80.0 85.0 W-6 NOTE:. CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 • •. • • • . • ••• • • • • . •• • • • • • ••• • • • • • ••• • • • • •• ••• • • • ••• • • • • • •• • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• ••• ••• ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• UNEQUAL LITES 'WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. MAX.TOP TATE GLASS TYPES 'ATA l' GLASS TYPES 'B'&'Bl' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) ANT.(-) EXT.(+) 1NT.(-) 53-1/8" 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 26-1/2' 31' 33' 37" 43" 85" 25-1/2' 30' 32' 36" 42" 84' 70-5/8' 75.0 75.0 80.0 85.0 63-5/8" 75.0 75.0 80.0 85.0 60" 75.0 75.0 80.0 85.0 53-1/2" 75.0 75.0 80.0 85.0 45-1/4" 75.0 75.0 80.0 85.0 BUCK DIMS FLANGE FRAME FLANGE DIMS BUCK DIMS EQUAL LEG FRAME BUCK DIMS FIN FRAME BUCK DIMS -------� FLANGE ADAPTOR FRAME FLANGE DIMS W 1 UNEQUAL LITES (ORIEL TYPE) Engr: JAVAD AHMAD CML FLA. E 170592 C. . 3538 0 7.015 PRODUCT REVISED as comp!ying with the Florida Building Code Acceptance No i5..O5l7. 10 iliac'iration Date . 2,020 By Mita» 1 ado Product Caobroil, JO z O 1- 6 - Z W Q S O. ed 0 o -I 0. w o � 0 M • w M o a<a o �r-a • W Lie Z N 3ry4rya_ Q W cix O • w csj CV o• ma. ZzG o UQ� 0 rn w ix) U) 0 M v J C > C 0 N 43 0 c. U N 0 x x W U U 0 z UPDATED TO 2014 MO NO CHANGE THIS SHEET 4) 0 o_ ri 0 0 os 0 d O a m c) J O 0 N 0 0 a b 1 D c � drawing no� i W10-03 sheet 2 of 9 (S.M.I.) 1/8" ANN. GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Kuraray SentryGies By 'Kuraray America, Inc.' OR .090" Interloyer Kuroray Butacite PV8 By 'Kuraray Americo, Inc.' SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS • • ••• •• •• • • • • • • • • • • • • • • • ••• • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• •• •• •• •• •• • • • 1/8" HEAT • • •• • • •• • • • • •• • • • • • • • • ••• ••• • •• ••• •• • • • • • 11 • • (L.M.I & S.M.I. • • • ••• •• �w r • STREN'D GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Kuraray SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Kuraray Butacite PVB By 'Kuraray Americo, Inc.' 1/8" HEAT STREN'D GLASS 0 X SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'B' 5/16" OVERALL LAM. GLASS 1/4" AIR SPACE 8" ANN. GLASS z N m 0 1/8" ANN. GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Kuraray SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Kuroroy Butacite PVB By 'Kuraray America, Inc.' 0 h k 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/8" HEAT XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL. LAM. GLASS (L.M.I ONLY) IN ORDER TO QUAUFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'A1' & 'B1' MUST BE TEMPERED. " AIR SPACE REN'D GLASS z N 1/8" HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Kuraray SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Kuraray Butacite PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS 0 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 0 X XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Bi' 0.70" OVERALL INSUL. LAM. GLASS Engr: JAVAD AHMAD CML FLA. P70592 C. ,. 538 3 0 2015 PRODUCT REVISED as complying with the Florida Building Code �O Acceptance No 4 •piral ion Dale By Mien Dade Product vb.u' Z n V < 2 N G w a� ce G o el' • O M paaa ri G 4t'o'E i O <• W)LL i 11 z In _ 0 : C(t 0 o_ o_ c ,' in JY O O 0 w (305) 593-6592 c 0 .5 L_ ) C 0 Y 0. 0 z 0 0 O 0 0m a UPDATED TO 2014 FBC ThJTERUYER k SPACER REV. .0 0 D 0 ri ca O 0 O 0 0 c m 0 0 0 A .c c drawing no. W10-03 sheet 3 of 9� sheet 4 of 9 J e TYPICAL ANCHORS SEE ELEV. FOR SPACING 'EDGE./.DIST. • SCREENS OPTIONAL SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL °• ° b TYPICAL ANCHORS SEE ELEV. FOR SPACING • • ••• • • •••• •• •• • • • •• •. • • • • • • ••• • • • • MUAL • • • • • S?•RUCTICE • • • • •• • • • • ••• N• • • • • • • • • • • , • • ••• • • •• • • • • •• TYPICAL ANCHORS SEE ELEV. • • .•• FO • R �PASING • • •• Dlti�. • • • ••• • diunal ••• LANGE & FLANGE ADAPTOR FRAM \_ TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8" MIN. 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23/$". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. 4 4. TYPICAL ANCHORS SEE ELEV. FOR SPACING r 1 r MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA J, 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 129 KJ Fv=V2 l 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #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) #14 SMS OR SELF DRILLING SCREWS (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_ INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr; JAVAD AHMAD CML FUS. PE • 70592 C.A.N. 538 0 1O1c) PRODUCT REVISED as complying with the Florida Building Code 1 ' D5�2,10 Acceptance No 'ration Dale -77, U, ade Product Cot By Miami 2020 to so vi J 0 0 N FAX. (305) 593-6592 0 0 N d) UPDATED TO 2014 EBG NO CHANGE THIS SHEET .0 0 v 0 of a 0 0 0 0 C U 0 0 N .n v u , c drawing no. W10-03 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS • ; ••• ,•,,;,a•ake;• FLANGE & FLANGE ADAPTOR FRAME • • • • • •SHIM6 • • • • . • • • • • • .•• . . • • •.. TYPICAL ANCHORS • SEE ELEV. '• •. FOR SPACING • • • D v • •••• • 1/4" MAX. SHIMS BUCK WIDTH BUCK WIDTH MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH 1/4" MAX. SHIMS W ONI �o i1I 1 1 / V 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING Y WOOD BU OR WOOD STRUCTUR L __J #14 X 1" FH. SMS. FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. Engr: JAVAD AHMAD CML FLA. PE #70592 C.AN i 538 2015 PRODUCT REVISED its complying with the Florida Building Code Acceptance No !y'O5 J ?• iD iration Date By M' ade Product • tr a 4. V 0 O J b FAX. (305) 593-6592 SERIES SENTINEL 110 io c 0 N 0 0. co v r 0 0 u 0 0 m W ?i a UPDATED TO 2014 FBC NO CHANGE THIS SHEET 1> 0 0 0 0 0 a 0 0 O c m 0 0 0 0 N t drawing no. W10--03 sheet 5 of 9 4 • • 4 .° 4 1BY WOOD BUCK - ° 4 4 • - 4. 4. a -r— 4^ ° TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE°. DIST... ° 4 a • ...aa 4 o l 55 ilD r. 0 SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL 1 SCREENS OPTIONAL S4 x 0 h 3 INIF4 s 41) • -i 4 111111 _ 1 � n,, , � D D - .EDGE DIS D 1BY WOOD BUCK 9 BUCK HEIGHT 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE • • ••• •• •• • • • • • • • TYPICAL ANCHOR: SEE ELEV. • • • • • ' FOR SPACING 1 RIME TISIESISWirw E DIST. •• • •••• •• • • • • • •!• • • • %• • • ••• ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS w 0 w s 1 1/4-0 9 '4 •• • • • •• x o • BUCK WIDTH • • • v 9 9. EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. • 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH EQUAL LEG FRAME rr �1 MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA JJ TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH .2 a 44 . Engr: JAVAD AHMAD CML FLA. PE # 70592 CA . 3538 2015 4 4 4 ° a TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida 13uilding Code Acceptance No / • ' Isxpiratiog Dale ly- Product Cantroi By Lla.- Miom1 ade Z In 0 0 ce 0v 0 re z 2 O c 121 o o e1 M M • W o.4el 03 Ce • 3 O Lit 5 el • Q W ri f J 0 —J O J UJ z w V) CC w In 0) 0, cD rn u1 • LI M O w i aki Cn 4' =N o V) LoN O . en Z�J li ^ Q Q 5 v r• j ¢ w U' 1- r-, c 0 c O .il 0. U y v N 2 0 0 0 0 0 Lei UPDATED TO 2014 FRC NO CHANGE THIS SHEET Jra 0 0 -0 0 1,1 0 .4 0 0 0 0 CO 0 02-02-10 • 0 drawing no. W10-03 (sheet 6 of 9 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI O W x TYPICAL ANCHORS SEE ELEV. FOR SPACING SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL ENT HEIGHT HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING BACKBED CAULKING BUCK HEIGHT c8 WOOD STRUCTURE NOT BY CGI 5 a 0 1/4" MAX. GAP 1/2" MIN. • .••. • • •.•. •• •• . • • •• .• • • • • • • • • • • • • • • .•. . • • • . • . • • • • ... . • . . .. • FIN FRAME • • .. •• •• •• • ▪ •• •• •• •• •• • • • . . • • • •• TYPICAL' ANGir1QIS:• SEE ELEI/.• FOR SPACING • ••• ••• ••• ••• • #8 SMS (GRADE 2 CRS) INTO 28y • WOOf: INc112.Or 4VQ1315 STRUCTURES 1-1 /2" LN.: E IdN:1NT0• WOOD .. • • • • • .•. .• BUCK HEIGHT HOUSE WRAP NOT BY CGI 11 1/4" MAX. GAP 1/2" MIN. BACKBEO ▪ -- CAULKING EXTERIOR D.L. OPG. Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N 3538 JL ?m5 �4J PRODUCT REVISED as complying with the Florida Lhiitding Code Acceptance No /5.0512.10 E tion Date By Muni n ade Product Z co G V w N Q f N O O o M ▪ 0 0 t 0 G awp o 2 O Q W3` IL N J at''I< QL1f TEL (305) 264-6100 eeTh 0 N) o_ J 0 U 0 ALUM S.H. WDW. (L.M.I./ J C 0 C 0 0 'L 0 N G) UPDATED TO 2014 PBC NO CHANGE THIS SHEET n 0 E1 0 0 0 0 0ai .11 0 0 0 c 4 m v 0 N O 0 v b i. a drawing no. W10-03 (sheet 7 of 9 ITEM PART # . QUANTITY • pEsq.iPar MATERIAL MAN F./SUPPLIER/REMARKS El CGI -100 : • • • s 1 i : : FRAME HEAD • • • 6063—T6 — E2 CGI -101 • • • ••• • • 1 •• •• •• . . ••• • • FRAMC S4.. 6063—T6 — E3 CGI -102 2 FRAME JAMB 6063—T6 — E4 CGI -103 1MEETINC4 • • • • RAIL,• 6063—T6 — E5 CGL -104 ! : • :1 . • : • LOCK MN& : • 6063—T6 — CGI -105 --r •E6 • • • 1 • • • ••• •sem HANDLE* RAIL • •h• • 6063-76 - E7 CGI -106 ••• 2 SASH RAIL 6063—T6 — E8 CGI -107 AS READ. 5/16" GLAZI.NG BEAD ••• • 6063—T5 — E9 CGI -108 •• • • • •i • •AS EQD« :: VDT CAZING BEAD 6063-75 — E10 CGI -109 4s Et D: : :•6R4NT FLANGE ADAPTOR 6063—T6 — Ell CGI -110 **AS REQD.. NAIL FIN ADAPTOR 6063—T5 — E12 CGI -135 1 FLANGE 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) PVC — M2 CGI -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 OUROMETER 80±5 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE — BSI OR EQUIV. M10 — 2/ WDW. BLOCK/TACKLE BALANCE — BSI OR EQUIV. Mi 1 W23201 NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -129 1/ WDW. EGRESS LOCK ALUM. SULUVAN M13 CGI -131 2/ WDW. HANDLE RAIL END 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 EQUN. M16 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. 5/T BALANCE TAKE OUT CUP — BS! OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUN M23 CGI -134 — SILL SPACER PVC PROTOTYPE OR EQUIV. S2 — 2 OR 3/CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW — — S4 — 4/ WOW. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW -- -- 55 — 2/ WDW. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY — — S6 — 2/ LOCK # 6 X 1/2" LG. FH. SMS. 0 CGI -133 & CAM LOCK — — Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 PRODUCT REVISED as complying with the Florida Building Code Acceptance No I 'Q Lhx iration Date ` Iir4, By Miam ade Product I 00 N 0 ., z a 0 0 ( ) S. -0, v) 0 J w UJ (j) w w v) FAX. (305) 593-6592 to C 0 N S O a c) (0 UPDATED TO 2014 FEC NO CHANCE THIS SHEET T G) 4.+ 0 0 A 108.13.10 0 0 m C 104.10.15 0 I N 0 0 0 0 \U . lr U a S: 0 ( Browing no. W 10--03 sheet 8 of 9 2.505 2.505 V M O 1.745 FLANGE FRAME HEAD 1.015 I -- 81 1 1.550 1.6801 4 • • • • • •• .065 • • • i • • • �i i• i TYP. t • • • • •• • • • i i .050 J • • ' 1 ••• <•• ••• ••• • 1.395 E1 FLUSH FRAME HEAD NAIL FIN ADAPTER O U 1.007 r_ 3.675 1.429 .065 TYP. 1.368 2.113 1.015 VENT TOP CORNER t 1.220 -b- E4 MEETING RAIL FRAME TOP CORNER ., - 2.505 fn Ow 0 H LI) FLANGE FRAME SILL .500 1.3011 FLUSH FRAME SILL FAX. (305) 593-6592 1.301 .065 TYP. .065 1-TYP. LOCK RAIL VENT BOTTOM CORNER 1- 2.846 Imo-- 2.346 FLANGE FRAME JAMB - 2.195 1 eTh FLUSH FRAME JAMB .120 --1 r .70 5 .050 TYP. --I .864 .065 1.043 -. TYP. -«I 1.015 L. 0) 0 HAND RAIL E8 5/16" GLAZING BEAD 0 0 0 a m U .700" GLAZING BEAD 1.395 - b--1.449 (1 3 .060rI` ` -1.413--�I 1.450 PRODUCT REVISED Its complying with the Florida Buildingcode A Acceptance i=ncc No l E pirat.on Date -_ 11'L ?020 r Mi Dade Produc s 0 FLUSH FRAME COVER SCREW COVER LA GE ADAPTOR a u drawing no. W10-03 (sheet 9 of 9 ) TYPICAL ELEVATION .111". 0110 • • • ••• RAVE. MTI -C •. . •• • • • •.• • • • • •.. • • • • • • • .10" MA)t.. • • • • • • N ED VENT HEIGHT MTG. STILES •, • • j..• 5" • • 011. �. • •• •• • Ir • •t• • • �•• .F F. ••• • • FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 5 1/2" MAX. 32 7/8" D.L. OPG. 36 3/8" VENT WIDTH } 32 7/8" D.L. OPG. ADDL. ANCHORS AT CENTER OF LITES & MTG. STILES AT HEAD/SILL SEE NOTE (*) ON SHEET 2 FLANGE & FLANGE ADAPTOR FRAME 110" BUCK HEIGHT 110" BUCK WIDTH 10" MAX. MTG. STILES 5" r_ 26 5/8" MAX. HEAD/SILL D. L. OPG. ezi, L _ 1 1 1 ii• 41 11 1I jj • • •• •11 . . IR •F• • •.. . • •• .• • • ;I t// Ii ••x a 0 • • 6 • Y I Tr 11 II II B1 • ... •/ // a O II MI 1. ------- ---------- ;1/ / IT ti II B f 0 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 5 1/2" MAX. 32 7/8" D.L. OPG. 36 3/8" VENT WIDTH } 32 7/8" D.L. OPG. ADDL. ANCHORS AT CENTER OF LITES & MTG. STILES AT HEAD/SILL SEE NOTE (*) ON SHEET 2 FLANGE & FLANGE ADAPTOR FRAME 110" BUCK HEIGHT 110" BUCK WIDTH 10" MAX. MTG. STILES 5" r_ 26 5/8" MAX. HEAD/SILL D. L. OPG. ezi, L _ 1 1 1 ii I 11 1I jj II II II 6 )1' ____ - if — -- I 1 1 I I 1 1 1 1 1 _ =- / i% I Tr 11 II II B1 o- D.L. OPG. 4- (305) m II MI 1. ------- ---------- ;1/ II FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 32 7/8" ▪ D.L. OPG. 36 3/8" LTJ VENT WIDTH W-1 1 ab,W-12ab,W-13ab,W-14,W-15ab,W-16ab HEAD/SILL 5" MAX. MTG. STILES A2 BUCK WIDTH 5" MAX. MTG. STILES 13 5/16" MAX. HEAD/SILL FALSE MUNTINS • (SURFACE APPLIED) OPTIONAL a In rn mw act 0 0 32 7/8" D.L. OPG. 36 3/8" VENT WIDTH 32 7/8" D.L. OPG. FIN FRAME �a { 32 7/8" { D.L. OPG. EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. ADDL. ANCHORS AT CENTER OF LITES & MTG. STI AT HEAD/SILL SEE NOTE (*) ON SHEET 2 PRODUCT REVISED as complying with the Florida Building Code ... , Acceptance Ni Ex• aliou Date r "/V 13y Miami ' ade Product Control APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATI S 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 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 THS APPROVAL. A LOAD DURATION INCREASE IS USED IN 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. G 4.2.OS /20X7 S LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT Engr: JAVAD AHMAD CML FIA PE / 70592 C.A.N. 538 015 z O f- Q2 • 0 a. O w rta O t 0 Fel 010ui O aao O �� 0 a Es3e y .; Q Weil 0 0 0 I o J z a I O 0 0 a N z (J) (305) 593-6592 0 to to M N N 0 M w 1- revisions UPDATED TO 2010 FBC UPDATED TO 2014 FBC NO CHANGE THIS SHEET NO CHANGE THIS SHEET O ., I- 0 0 .00 o O 0 O 0 oa m D 104.10.15 E 104.10.15 m N 0 0 S. m ii S 0 Y 0 0 0 0 C f drowing no 1W10-18 (sheet 1 of • II II II F tl II 11 BUCK HEIGHT 58 1/2" o- D.L. OPG. 4- (305) m II MI 1. ------- ---------- ;1/ II x __ _= y / j� '/ 0 I IT 1} 111 " /32 Lk - 1 1 1 1 8 1 FALSE MUNTINS • (SURFACE APPLIED) OPTIONAL a In rn mw act 0 0 32 7/8" D.L. OPG. 36 3/8" VENT WIDTH 32 7/8" D.L. OPG. FIN FRAME �a { 32 7/8" { D.L. OPG. EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. ADDL. ANCHORS AT CENTER OF LITES & MTG. STI AT HEAD/SILL SEE NOTE (*) ON SHEET 2 PRODUCT REVISED as complying with the Florida Building Code ... , Acceptance Ni Ex• aliou Date r "/V 13y Miami ' ade Product Control APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATI S 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 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 THS APPROVAL. A LOAD DURATION INCREASE IS USED IN 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. G 4.2.OS /20X7 S LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT Engr: JAVAD AHMAD CML FIA PE / 70592 C.A.N. 538 015 z O f- Q2 • 0 a. O w rta O t 0 Fel 010ui O aao O �� 0 a Es3e y .; Q Weil 0 0 0 I o J z a I O 0 0 a N z (J) (305) 593-6592 0 to to M N N 0 M w 1- revisions UPDATED TO 2010 FBC UPDATED TO 2014 FBC NO CHANGE THIS SHEET NO CHANGE THIS SHEET O ., I- 0 0 .00 o O 0 O 0 oa m D 104.10.15 E 104.10.15 m N 0 0 S. m ii S 0 Y 0 0 0 0 C f drowing no 1W10-18 (sheet 1 of DESIGN LOAD CAPACITY - PSF • • ... (XO OR OX SIZES) ;'.'; • ; FIANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'Al' GLASS :YPEs 8ni}'' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37"36" 53-1/8" 74" 26" 25-1/2" 52-1/8" 73' 25" 65.0 65.0 800 • 90.0 • 65.0 65.0 Cox:' :9Q.0' ' 65.0 65.0 • . BU.� • ••.• • s 90.0. .• 65.0 65.0 80.0 90.0 26-1/2" 37" d3-1 /8" 74" 38-3/8" 25-1/2" 36" 52-1/8" 73" 37-3/8"•• 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0• ••' • 65.0 65.0 80.0 : :91.0; 65.0 65.0 80 A ' '95.0 • 26-1/2" 37" 53-1/8" 74" 50-5/8" 25-1/2" 36" 52-1/8" 73" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2" 37"63" 53-1/8" 60.0 25-1/2" 36" 52-1/8" 73" 62" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 �,, 0.2 60.2> 0.2 74.3 74.3 4' 63" 73" 62" - - 80.0 90.0 * • . ..•• • • • • • • • . •... DESIGN LOAD CAPACITY - PSF ; DESIGN LOAD CAPACITY - PSF• , (X0 OR OX SIZES) • • •' • • I BUCK DIMS. GLASS TYPES 'A'&'Al' GLASS TYPES 481' i WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2" 36"25" 52-1/8" 73- 25" 65.0 65.0 80.0 80.0 • • 65.0 65.0 80.0 :81.0• ; 65.0 65.0 80.0 :8fi.0•• 65.0 65.0 80.0 80.0 •.. 25-1/2" 36"37-3/8" 52-1/8" 73" 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0• 65.0 65.0 80.0 80.0: 65.0 65.0 80.0 881 25-1/2" 36"49-5/8" 52-1/8" 73" 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36°65.0 52-1/8" 73° 62" 65.0 65.0 80.0 80.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH 'XO OR OX' • ••• • • • ••• • • . • • • • • • • . • • • • • ••a • • • • • . • • • ••• • . • • ••• • • • • • • • •• • • • • • • • • • 1 • • • • • ••• ••• ••• • • •• ••• •• • • • • • • • • • • • • • ••• •• DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. GLASS TYPES 'A'&'AI' GLASS TYPES 'B'&'Bl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73" • 105-1/4" • • 110" 25" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 62" 65.0 65.0 80.0 80.0 61.6 61.6 80.0 80.0 60.0 60.0 80.0 80.0 (1/3W) (1/3W) (1/3W) GLASS TYPES 'B'&'Bl' WIDTH 7 EXT.(+) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' BUCK DIMS FIN FRAME STD. MTG. RAIL: H.D. MTG. RAIL: LIMIT MAX. LOAD TO ±65.0 PSF I "I LIMIT MAX. LOAD TO ±80.0 PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. GLASS TYPES 'A'&°Al' GLASS TYPES 'B'&'Bl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 105-1/4" 110" 25" 65.0 65.0 80.0 80,0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 49-5/8" 65.0 65.0 80.0 80.0 73" 62" 65.0 65.0 80.0 80.0 (1/4W) (1/2W) (1/4W) ii •/ I = C`1 .. OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH PRODUCT REVISED as complying with the Florida Building Codc Acceptance No Exp. orlon T ate By Ai Product Co rol 'XOX' 54.2.06 FIN FRAME /2o2 ' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 0 r Q2 R,O O w c o f 4 as W M • ��E Q w'• � 1i J ?5 FAX. (305) 262-6978 0 0 I O z a~ 0 0 (!7 O N Q) 0 0 (n 0 0 z W liJ (305) 593-6592 O `u v 0 r x x x r r- 0 0 __ U U 0 0 Z z UPDATED TO 2014 FBC NO CHANGE THIS SHEET NO CHANCE THIS SHEET T G) O 0 0 a 0 - 00 0 0 of 0 cn 0 0 u) 0 0 0 0 0 0 a U tal 0 O b A N U ) drawing no. W10--18 sheet 3 of 11) (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & '131' MUST BE TEMPERED. z iv 1/8" ANN. GLASS • • • • • • •• •• • • • • .075" Interlayer • • • ••• Saflex CP Witt PEs Cs:tfa By 'Eastman Chemical Co.' OR .090" Interlayer • • • Soflex Cleo £3 Ici- ells • By 'Eastman Chemical Ca. • OR • • • • • • ••• ••• ••• ••• .090" Interlayer Kuraray SentryGlas By 'Kuroray Anaeri4a, 'Inc;•• ••• OR • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • •• • •• • • • • .090" Interlayer Kuroray Buta%ite P'B. • By 'Kuroray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'A' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS 1/8" ANN. GLASS .075" Interloyer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" lnterloyer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interloyer Kuroray SentryGlas By 'Kuroray America, Inc.' OR .090" Interloyer Kuroroy Butecite PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 • • ••• • 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. GLAS •• •• • • 1/8" HEAT STREN'D GLASS .075" Interloyer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Kuraray SentryGlos By 'Kuroray America, Inc.' OR .090" interlayer Kuraray Butacite PVB By 'Kuroray Americo, Inc.' 1/8" HEAT STREN'D GLASS z N w m N g x 0 W Ec X W SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'B' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS z 5 N 1/8" HEAT STREN'D GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Kuroroy SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Kuraray Butocite PVB By 'Kuraray Americo, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 EXTERIOR XL EDGE SPACER ST. STEEL 8Y 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE `B 1' 0.70" OVERALL INSUL. LAM. GLASS PRODUCT REVISED a. complying with the Florida Building Code Acceptance N Exi iratio Date By .4i 542. 05 /2020 ade Product o Engr: JAVA) AHMAD CML FLA. PE • 70592 C.A.N. 3538 O ,- 0 Q2 et O O W C 0 't vo m • W tq o • Na0 �3u W 0 _1 t7 M O r1 in 0 r 0 0 o_ z 0 0 0 b to O ~ O w CI CC = N c 0 .5 L_ (305) 593-6592 c 0 w a '0 rn at b x m 0 z U 0 z NO CHANCE THIS SHEET UPDATED TO 2014 MC INTERLAYER do SPACER REV. PER RER COMMENTS (1) 0 0 ro 0 o_ d 0 0 U) 0 0 0 o¢ m 0 0 IO 03-29-10 r-� A u; 0 VVI r .0 V drawing no. W10-18 (sheet 4 of 11) 18Y WOOD BUCK . - • :d. -ea a 4 n 4' 4 4 a a 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4EDGE. DIST. 4 4. • • d e I v=i••• •••• •••• •••• ••i •�•EOGE DIST. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• METAL STRUCTURE 0 H W 11 11 1 BUCK HEIGHT • • • • • • • • • • • • • • • • • • ••• ••• ••• ••• • •• • • • •• • • • • • a• • • • a • ••• •• TYPICAL ANCHORS SEE ELEV. FOR SPACING LANGE & FLANGE ADAPTOR FRAME X i _ri 1 a 0 J rr � MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE IS v. 18Y WOOD BUCK v' TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 a 4. )( TYPICAL ANCHORS SEE ELEV. FOR SPACING J 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 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY WHEN USED THE MIN. WOOD BUCK DEPTH SHALL 8E 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. PRODUCT REVISED x as complying with the Florida cn Building Code Acceptance No Ex) • 'tion ► ate .y By Miami 7' le Product oat 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 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 BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN, Eng r: JAVAD AH MAD CIVIL FLA. PE # 70592 C.A.N. 3538 AUG /,�►° Z01.` O 1- Z W Q2 0 W a. r Q V 4 v O 0 a Q O N t CC • O aw�u. w w J �LAa 4 O 3 E COMP-ANL\W10-03CGI IV CC L.1., Cr) c 0 0i FAX. (305) 593-6592 c 0 a 0 N v -o w 0 U 0 0 (23ccw a NO CHANGE THIS SHEET UPDATED TO 2014 FBC NO CHANGE THS SHEET REV. PER RER COMMENTS 0 0 0 0 0 0 0 sr 0 0 0 0 0 0 0 m 0 0 w r r 0 I p Cr) N I 0 0 O V v w) C-- >' V U drawing no. W10-18 (sheet 5 of 1 1) FLANGE & FLANGE ADAPTOR FRAME 1/4" MAX. SHIMS 'YPICAL ANCHORS SEE ELEV. FOR SPACING BUC WID 1 /4" MAX. SHIMS VENT WIDTH VENT WIDTH FLANGE ADAPTOR FRAME 171••—SCREENS OPTIONAL WOOD 8 K aR WOOD STRUCTUR 1BY WOOD BUCKS XOX LAYOUT EXTERIOR O.L. OPG. TYPICAL ANCHORS SEE ELEV. — FOR SPACING BUCK WIDTH MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH OALTERNATE SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIM BUCK WIDTH PRODUCT REVISED as complyingwith the Florida 13cccpt nccding Dov 1 /4" MAX. Acceplancc N SHIMS Ex.'ration Datc • '7!I' ie -40 _114° .9i Dade Product Ca aro/ TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH TYPICAL ANCHORS SEE ELEV. ti FOR SPACING METAL STRUCTURE INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. EXTERIOR XO LAYOU D.L. OPG. 1 BY WOOD BUCKS AUG ' 1111 drawing no. W10-18 1 BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. METAL S•TRNCTNtE• • • • • • . • • • • • • • •tYPICAL ANCHORS • • • • • • :FE ELEV. FOR SPACING EQUAL LEG FRAME ••• •• liD• CI�=. ••• • • billigliell • • •• • •• •• • •• •• • • • • • • • • • • •• • • • •• •▪ • • •• •• •• • :irr-P11411 I • R• • • • • ••• • • •••• •.y MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. \\\_TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIMS 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 3/8" MIN. BUCK WIDTH 2-3/6" MIN. ..I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMfTTED. MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH PRODUCT REV1SD a. complying With the Honda Building Code �. = Acceptance No E • Indio r Datc TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 35 6 . 4"e EDGE 9.0 9 • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING y O G ✓ ° -c7 u ( J ) drawing no. ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES . NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING HOUSE WRAP NOT BY CGI BACKBED CAULKING BACKBED CAULKING BUCK HEIGHT X a • . ... . • • ••• .. .. . • • •• •• • • • • • • • • • • • • • • •.• • • • • . • • . • • • • • ••• • • • • ... • • • . . .. • • . . • . . . .. • • . • • . . • . •• •' •' : TrP.ICAL ANCHORS: SEE ELEV. FOR SPACING • ... ••• ••• ••• • #8 SMS (GRADE 2 CRS) •• • • • •• ••• 1100 2BY WOOD BUCKS OR WOOD STRUCTURES • • • ' 1'–.1 /2" MIN. PENETRATION INTO WOOD • .• • • • • . •.• •. WOOD STRUCTURE 1/4" MAX. NOT BY CGI HOUSE WRAP _�_�.---- NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING GAP 1 /2" MIN. • BUCK WIDTH FIN FRAME BACKBED CAULKING HOUSE WRAP NOT BY CGI PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex • nation Datc di -ir By if i„ • Miam i : de Product Contr, EXTERIOR 05 Engr: JAVAD AHMAD CML FLA. PE # 70592 CA.N. 3538 z O 1- F; z w 2 re O O w CC O 1 O G •y 0 w o ��°-� • N 0 Q LU J -aM4 Qw12 TEL (305) 264-8100 COMP-ANL\W10-03CGI ) p -J 0 w G 4l C O C 0 L 0 a U (1) U iv W 11) v M 0 z Q U 0 z NO CHANGE THIS SHEET UPDATED TO 2014 FBC NO CHANGE THIS SHEET NO CHANGE THIS SHEET T .o 0 'D 0 0 0 0 _ a O of -- 0 0 of .- o 1) o_ .2; 0 0 O C 0 U O 41 m N 400 O .13 O U Y v a v `u L ) drawing no. woo -18 (sheet 8 of 11 ITEM PART # QUANTITY DESCRIPTION • • • • • • • • • •. M M • • - Y - MATERIAL MANF./SUPPLIER/REMARKS El CG1-100 - FRAME JAMB 0 FIXED GLASS • • • • • •. • • • •6063-T6 FRAME SILL •• • • • • • • • • • • • • •• 4 6063-T6 CGI EXTRUDER CGI EXTRUDER E2 CGI -113 - E3 CGI -102 - FRAME HEAD 6063-T6 CGI EXTRUDER E4 CGI -103 - MEETING RAIL• • • • •063-T6 CGI EXTRUDER E5 CGI -104 - LOCK RAIL : : • : • • : • : • • HANDLE RAIL • • • • • • • • • •.• ••• ••• • : • • •6063-T6 4063-T6 • CGI EXTRUDER CGI EXTRUDER E6 -- CGI105 - E7 CGI -106 - SASH RAIL 6063-T6 CGI EXTRUDER E8 CGI -107 - 5/16" GLAZING BEAD 6063-T5 CGI EXTRUDER E9 CGI -108 - 0.700" GLAZING BEAD • • • • • • • • • 6063-T5 CGI EXTRUDER El0 CGI -109 - FRONT FLANGE ADAPTOR ' • ; NAIL FIN ADAPTOR • • • • •—• • • • • ••6063-T6 6063-T6 CGI EXTRUDER CGI EXTRUDER El 1 CGI -110 - E12 CGI -135 - TF FRAME JAMB @ FIXED GLASS 6063-T6 CGI EXTRUDER E13 CGI -136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI -139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER E15 CGI -140 - 1" MUNTIN 6063-T5 CGI EXTRUDER E16 CGI -141 - 2.5" MULLION 6063-T6 CGI EXTRUDER E17 CGI -605 - SCREEN FRAME 6063-T5 CGI EXTRUDER E18 CGI -114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 C01-115 - SILL FILLER 6063-T6 CGI EXTRUDER E20 CGI -116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI -117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 CGI -138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI -109 - FRONT FLANGE ADAPTOR 6063-T6 CG1 EXTRUDER M1 CGI -382V - GLAZING BULB VINYL (DUROMETER 75--80 SHORE A) PVC - M2 CGI -111 - SCREW COVER (OPTIONAL) PVC - M3 CGI -112 3" @ 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 SILICONE DOW M6 - 0.700" X 0.040" BEAD DOW 899 SILICONE DOW ~ - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A -,M7 M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - 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 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI -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 EQUIV. M17 A30730401-32 1 PER WO. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI -132 2PER WD. 2" SASH STOP PVC PROTOTYPE M19 CGI -111 0 FR. HEAD SCREW COVER PVC PROTOTYPE M20 CGI -125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUIV 52 - 2 OR 3 PER CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - S3 - 1 1/4" EMBED. # 8 X 1 1/2" LG. PHL. PH. SMS. FIN ANCHOR SCREW - - S4 - 4 PER WO. # 8 X 1/2" PH. 5M5. ST/ST BALANCE BRACKET SCREW - - S5 2 PER WD. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - 'S6 - - # 6 X 1/2" LG. FH. SMS. CO CGI -133 & CAM LOCK - - S8 - 4 @M. RAIL # 10 X 4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - S9 - 2 PER ANTIUFT # 10 X 5/8" LG. PHL. PH. SMS. ST/ST. ANTILIFT SCREW - - PRODUCT REVISED as complying with the Florida Building Codc Acceptance N Ex. S ion Dew -141.7401".-.04" By !Miami ado Product Con rot 5 X12. C /2020 Engr: JAVAO AHMAD CML FLA. PE # 70592 C.A.N. 3538 8 rlM C9 0 c 0 z 0 0 0 0 0 "CI 0 0 z 0 U revisions 0 = a. .L U Ian) v 2 0 0 U 0 U U CO 0 a NO CHANGE THIS SHEET UPDATED TO 2D14 FSC NO CHANGE THIS SHEET NO CHANGE THIS SHEET a .0 0 0 0 0 0 0 u, 0 0 0 0 0 c CO 0 0 0 t 0 cr. 0 0 0 O l � r � N 0 U T a r Q U ) drawing no. W10-18 (sheet 9 of 1 ij 1 2.846 FLANGE FRAME HEAD 4.430 3.685 1.015 rz- I-1.140 .065 TYP. 2.885 2.440 7 c FLANGE FRAME SILL 2.440 1.601 .065 2.346 1.155-4 1.015 I- E3 FLUSH FRAME HEAD TYP. 1.301 2.440 FLUSH FRAME SILL 2.885 • • • • • • • 2.j13 •• •• • • •• •• • • • • • • • • • • • • • . • •1 1!22.0 • • • • • • 2.505 2.737 2.613 1.000 - .991 3.237 FLANGE FRAME JAMB (MOVING) 2.505 2.737 2.613 .500 -.991 2.737 E20 FLUSH FRAME JAMB (MOVING) E12 FLANGE FRAME JAMB (FIXED) 2.505 E1 FLUSH FRAME JAMB (FIXED) .065 TYP. •• • • . •• ••• •• • ••• .1• ! •.745 • MEETING RAIL • 1.680 NAIL FIN ADAPTER 1.496 2.264 1.255 .080 TYP. SILL FILLER .4901.1 .705 II -4 --.050 TYP. .864 F� EB 5/16" GLAZING BEAD 1 .050 3 1.395 --a �r- .065 M3 FLUSH FRAME COVER .180 .12.1r .705 .050 TYP. V .864 L- .700" GLAZING BEAD -1.449 U '1_293 .060-1 1.413--a SCREW COVER 1.788 2.310 1 015 .065 1 TYP. 1.220 1.043 ALT. LOCK RAIL 1.015 1.892 .065 TYP. 2.195 J 1.043 HANDLE RAIL SASH RAIL 1.395 PRODUCT REVISED as complying with the Florida Building Coda Acceptance No E. siraiio Dale , - By i/I.Ll. 'Ai lade Produce Can of 05 Engr: JAVAD AHMAD CML FLA. PE > 70592 C.A.N. 3538 (305) 593-6592 w N N W CC c ire 0 N .> 4) O U a.) NO CHANGE THIS SHEET UPDATED TO 2014 FBC NO CHANGE THIS SHEET NO CHANGE THIS SHEET .0 a� 48' 0 0 0 0 0 0 O 0 0 o_ 0 0 0 0 0 0 0 0 wl N N .]F V drawing no. W10-18 (sheet 10 of 11) VENT TOP/BOTTOM CORNERS • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • . • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • ••• ••• ••• ••• • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• FIXED MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER PRODUCT REVISED as complying with the Florida I3uilding Code Acceptance A slaw Ex . iration Date 40.1;/i0" BY ///.GL...!: pA, ade Product Contr. Engr: JAVAD AHMAD CML FLA. PE # 70.92 • r 1l Z 0 pi Q2 0 OJ W cc 0 ✓ o m 0c, 'Z O rt.;z • • 0 et In ,Ij (') < Q 6 00 N w V1 J C7 eTh 0 v r • 01 l0 O7 O • w O1 O • V) o� ZZLTN O O v ii O Q NO CHANGE THIS SHEET UPDATED TO 2074 F8C NO CHANGE THIS SHEET • NO CHANGE THIS SHEET O v 0 0 0 0 0 0 0 0 0 0 0 oQ c m U 6 W 0 N 0 0 O • i N u .o r .0 drawing no. 1 W10-18 (sheet 1 1 of 11) 2 ANCHORS TYPE 'A', 'B' OR STILE ENDS 2 ANCHORS TYPE '8' AT STILE ENDS TYPICAL ELEVATION D-3, D-4, D-5 ( X ) •• •• • • • • • • • • •• •• s• • 72" • ••• • • • • • •• • • •1 • • • • • • • • • 1 DOUR FRAME WIDTH • ••• 3" 3" • •• • • • • (• FRAME HEIGHT 94 1/8" • .••— / .••.--.- •• �/\� LEAF WIDTH 1 1 1 II / II 11 / 11 __ _LL I I / _ 2 / LEAF HEIGHT 83 1/8" •• . • •• • D.L. OPG. AT HINGES,_ I 13-5/16" - - \ II \, II 1L_ I11 II II kl '1.1' -- -If -=Z-11-_= Z / / /I I LEAF HEIGHT 83 1/8" .4 / \ _===-L- 7 1i 1t --II---- \ \ ==_/ / , 1 1 I t'L 1 1 1 1 \ \ \ Q 1— OPTIONS SEE SHEET 9 / - \ /� \ \ \ \ ACTIVE e ..-- '\ 2 ANCHORS TYPE '8' AT STILE ENDS TYPICAL ELEVATION D-3, D-4, D-5 ( X ) •• •• • • • • • • • • •• •• s• • 72" • ••• • • • • • •• • • •1 • • • • • • • • • 1 DOUR FRAME WIDTH • ••• 3" 3" • •• • • • • (• FRAME HEIGHT 94 1/8" • .••— err .. . .••.--.- •• �/\� LEAF WIDTH 1 1 1 EXT (+) _ 2 / • • • •• . • •• • y ••• ••` • •• ! • / • • •••/•• /r / 35' \ II \, II 1L_ I11 II II kl '1.1' -- -If -=Z-11-_= Z / / N \ _ 1 \\ U'/ -�- / 1� i} 1 II 11 II II LEAF HEIGHT 83 1/8" .4 •• • • • ••• •• • ; CO _ 0 _ — 7 / / //LOCK OPTIONS SEE SHEET 9 / - \ /� \ \ \ \ I I INAC IVE —\ 44 ACTIVE - I — 23 1/2" D.L. OPG. TYPICAL ELEVATION (XX)D-2 23 1/2" O.L. OPG. 4 ANCHORS TYPE 'B' AT STILE ENDS SEE CHART F N�} SURFACE APPLIED FALSE MUNTINS MAY BE USED DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAM. or INSUL-LAM. FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT (+) INT.(-) 72" 35",....- ,. /4" 35' 96" 80 80 DOOR OPTIONS D-3, D-4, D-5 DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAM. or INSUL-LAM. FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 72" 35",....- 96 80 BO w NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 D-2 R QUANTITY 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 - PRODUC C REVISED as easkIIRS with Ott Florida WA% Cada w l`t-/61S.Oy- AoN, L4uLo6l2.0lg sk Cadre' SERIES SENTINEL 160 ALUMINUM OUTSWJNG 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 LOAD DURATION INCREASE IS USED IN 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 CURRENT FLORIDA BLDG. CODE. DOOR D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH (X 000RS) = FRAME WIDTH - 13.75" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 25)/2 DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Enqr: JAYAD AHMAD CML FLA. PE # 70592 CA. . 3538 2015 0 0 z 0 0 0 (1) O O 0 w FAX. (305) 593-6592 0 0) co M 01 J) 0 0 J w 1- C 0 UPDATED TO 2074 FBC NO CHANGE THIS SHEET PER RER COMMENTS T G) 0 0 N u 0 Oda 0 0 N 0 0 0 v r� 0 O 0 it; a 0 0 0 u drawing no. W13-01 sheet 1 of 11 RAME HEIGHT 66t - EAD/SILL ORNE/ 37-1 /4" DOOR FRAME WIDTH 3" • •••• • • • .•• •• •• • • •• • •• •• • • • • • • • • 041* • • • • ::• 2•A•-rIZCHORS • • • • • • • • t 'A', :g' OR 'C' • At 491-ILE !MOS "' • 23 1/2" D.L. OPG. •• • • • •• •• •• 6: tux. 72" 1iEA15/SILL CORNERS ••• •• • • ••• . • • • • • • • • •• • • (0 y CII m Z 0 0 2 ,ri' S TYPE '8' AT STILE ENDS TYPICAL ELEVATION FOR 3 HINGE DOOR ( X —) D-3, D-4, D-5 DOOR FRAME WIDTH 3" 3" • • • •• 10, ANCHOR TYPE / 'A' \ II / II II / - _LL i ---Tr- I / /i LEAF HEIGHT 83 1/8" 1 1 / \ _�_ ��_ / 1K/ \\ -ii---= r rsl II 1 II II I! \ \ 0 \ `,1\ k LOCK ONS SEE SHEET \ \ \ \ \ 1 1/I • .- '- V) W QU z 1 = NA TIVE ACTIVE -----, 23 1/2" D.L. OPG. •• • • • •• •• •• 6: tux. 72" 1iEA15/SILL CORNERS ••• •• • • ••• . • • • • • • • • •• • • (0 y CII m Z 0 0 2 ,ri' S TYPE '8' AT STILE ENDS TYPICAL ELEVATION FOR 3 HINGE DOOR ( X —) D-3, D-4, D-5 DOOR FRAME WIDTH 3" 3" • • • •• 10, ANCHOR TYPE / iI\ 1 1 1 'A' \ 'C' / / / / / / / / / ,I \ \ \._1L_ �r- -77-=4=-\- / / / U 11 II II 11� it \ II XI 4 1 1 / LEAF HEIGHT 83 1/8" D.L. OPG. 7 1 1 1 1 ► ► \i k LOCK ONS SEE SHEET \ \ \ \ \ 1 1/I 7 - ACTIVE __KA_ _ NA TIVE 23 1/2" D.L. OPG. 23 1/2" D.L. OPG. 4 ANCHORS TYPE `B' AT STILE ENDS SEE CHART FOR QUAN 1TY N mw aZ 0 0 SURFACE APPLIED FALSE MUNTINS MAY 8E USED TYPICAL ELEVATION FOR 3 HINGE DOOR ( XX 1• D-2 NOTE: SEE SHEET 1 FOR DOOR CAPACITIES 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 - Engr: JAVAO AHMAD CIVIL FLA. PE fi 70592 CAN. 3538 P'RODUC f REVISED as �Codt the Florid. Aeesp. IMo ss! nate `a c. Coatr I J z • I- w I a PI 2 N re O p O. CC G u. O 1 aa>cr) o 0 D.< tri O ca t• d' Ce O CC cl Q Fc). LL Zviuu3_ o c7 c(�� c')i a t Q W ei 1 h 0 z 0 0 0 ALUM OUTSWING DOOR (L.M_L/ m Cr) FAX. (305) 593-6592 0 co co M 0 M w w c 0 0 0 2 0 U W K UPDATED TO 2014 FBC NO CHANGE THIS SHEET REV. PER RER COMMENTS T -0 4 0 O N O O' N 0 N 0 N N O 0 0 C U 0 M 1 N 0 L 4.1 C droving no. W13-01 sheet 2 of 11 37 1/8" • • • ••• .. •. •• ••• •• .• • • • • • • • • • • .. .•• • • . . . • • . • • • • ••• • • • . ••• SIDELITE WIDTH 6" MAX. HEAD/SILL CORNERS • • • • • • •• • . • • • • • . . . • • • • . • . • 6; MFE(! •• ••• ••▪ • HE ORNAD 9 L• R a 0 0 DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH INCHES SIDELITE FRAME HEIGHT STATIONARY PANEL (0) (SEE NOTE BELOW) INCHES EXT.(+) INT.(-) 24 ii \ ii II --\�Ir- -__- )o0 =14 -7-W- -_-/-Ay-_-_,2 / / ( 80.0 80.0 30 / / / LOCK SEE \ \ 80.0 80.0 33 84 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 36 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 77.5 77.6 • •` • • • _-_• • • • • ••• • • . • • • . • • . • • 31 1/8" D.L. OPG. TYPICAL ELEVATION ( 0 ) 144" MAX. 36" SIDELITE WIDTH 72" DOOR FRAME WIDTH 11 3" 36" SIDELITE WIDTH •••• •• • •• • • ••• •• - •• •1 •• • . •• •.• 0 G 31 1/8" O.L. OPG. SIDELITE OPTIONS / / \ \ ANCHOR TYPE SHIM 'A' '8' 'C' 1/4" ii \ ii II --\�Ir- -__- )o0 =14 -7-W- -_-/-Ay-_-_,2 / / ( 1t\ �� \ II If I,1* o: / •;yam D.L OPG. • / / / / LOCK SEE \ \ z og 'W / /a) OPT 'SHE V7 // \ \ /\ _/ 2 ONS cT 9 \ \ \ 0•� I 1 4 1/ _ - INACTIVE ACTIVE .144 1rt 23 1/2" O.L. OPG. B 23 1/2" D.L. OPG. TYPICAL ELEVATION ( OXXO ) D-4 1 31 1/8" 4 ANCHORS TYPE AT STILE AND MULLION ENDS D.L. OPG. SEE CHART FOR QUANTITY HEAD ANCHORS AT STILE & MULLION ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' '8' '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 v cn Q SUfil-ACE APPLIED FALSE MUNTINS MAY BE USED SIDELITE D.L.O. DIMS. D.L.0. HEIGHT = FRAME HEIGHT -- 12.875" D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE 10 DOOR ONLY Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A . 3538 2015 z O 1- 1- g$ tL O O el C O � t30 M ,. 0 w co 0 O a<a O 0� Q O W'LLG LL Zvi.: 0 •I ((((� -! • Weil FAX. (305) 262-6978 COMP-ANL\W13-01CGI (1) O 0 N W Q l � PkODi1C if REVISED as complying wit. sLe Florida baiting Code Aeetptaeigo fy-10/)':0t, Zip&+'itlra Date /dnar1 Miff frainci Control 0 o. 0 `,1.1 0° 0 cELa UPDATED TO 2014 FBC NO CHANGE THIS SHEET PER RER COMMENTS a D a .D 0 OC 0•i 0 0 0 c Q 0 O 4+ O ` drawing no. W13-01 sheet 3 of 11 . DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH INCHES DOOR LEAF WIDTH INCHES SIDELITE FRAME HEIGHT SIDELITE TO DOOR MULLION (SEE NOTE BELOW) INCHES EXT.(+) INT.(-) 24 0 0 ; /�i 80.0 80.0 30 / ,/ '* 80.0 80.0 33 35 84 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 35 90' 80.0 80.0 36 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 35 96 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 • • • • • • •••• • • • •••• •• •• • •• • •• •• • • • • • •• •• •••• • •• •• FRAME • • • • • • • • ••• • • • •WIDTH • D-4 • • • • ••• • • .• • • • • • • • •• • • • • ••• 0 w ••• •• • • • •• • • • •• • LEAF WIDTH 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. • • • • SIDELITE WIDTH .• • • t • •• IIIIIIMMIIrl-' WIDTH -1 I. / •• • •/ ./ / i I• •\ \ \ �I A--) Akt / / (XO ) ( OX ) SIDELITE WIDTH Ila\ DOOR FRAME WIDTH DOOR SIDELITE FRAME SIDELITE WIDTH WIDTH WIDTH -1 (` �I A--) Viiil / / \p 0 0 ; /�i / \ \ /c / �i \ \ \ 0 / ,/ '* ;/ 0\ \ 1 MULLION END ANCHORS SEE SHEET 3 ( OXX (XXO) DOOR STILE END ANCHORS SEE SHEET 1 ( oxo ) SIDELITE DOOR DOOR WIDTH '-\ WIDTH 'L\ WIDTH 1 .a { -TV- / /\ \,a \ \p �. %ji \ / / Viiil iiP. i \p 0 0 ; /�i / \ \ /c / �i \ \ \ i; \ / / / / / 1-3\AIMER MULLION END ANCHORS SEE SHEET 3 ( OXX (XXO) DOOR STILE END ANCHORS SEE SHEET 1 ( oxo ) SIDELITE DOOR DOOR WIDTH '-\ WIDTH 'L\ WIDTH 1 ( I , ( \,a \ \p �. %ji \ / / Viiil iiP. i / / / \ \/ '!i /,E / //i I ':i \ \ \ \ �© i/i 4i 1-3\AIMER DOOR FRAME ( X 0 X ) SIDELITE WIDTH WIDTH 4 WIDTH 1 I IPilMini / Viiil \ \ iii \ i / / / / '!i /,E / //i I ':i \ \ \ \ �© i/i 4i 1-3\AIMER ( OX XO ) PIODUC 1' REVISED +i canapiyhig with IIx EIori4e brt+idiay Code Acceptaace No f 1-1-1 Dl j OL/ itapitwiw, Ikate ;3 1 l nwir Induct t toie} NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 Engr: JAVAD AHMAD CML FLA. PE #70592 CAN 3538 m 4. u O Z }- w Q2 - o • J rt O t • OM OLL, M O QQQ O ° E Q (E2 3 O • Z N 2 Q Eat - °o N 0 0 rlN 0 w r COMP-ANL\W 13-01 CGI�� • vi _J 0 0 0 co SERIES SENTINEL (305) 593-6592 t 0 • c 0 0. .L 0 as tra z z 2 0 V LJ CC CY"8! 10 UPDATED TO 2014 FBC NO CHANGE THIS SHEET NO CHANGE THIS SHEET .13 G) 0 0 0 0 k-0 N l C drawing no. W13-01 0 C A 105.02.13 Na- ai 0 1) 0 0 D 108,05.15 ) 0 11 U 0 x T D sheet 4 of 11 • • .•. . ••• • • • • • • . . .•• • . • • . • . • • • . • • • ••• • • • • ••• • • • . •• • • • • • • • • • •.• •• • • • • ' • • • • ••• •••• .•• ••• ••• • •..• • • • •. • •• ••• • • •• • • .• ••••••• • • a_ w m 5 3/16" ANN. GLASS 1 INTERLAYERS .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Soflex Clear And Color Glass By 'Eastman Chemical Co.' .090" Kuroroy SentryGlas By 'Kuroroy Americo, Inc.' .090" Kuraroy Butacite PVB By 'Kuroray America, Inc.' 3/16" ANN. GLASS SILICONE DOW CORNING 995 rDOW CORNING 899 J GE -1200 0 IL 8 AT 1/4 POINTS (::::::7/16" LAM. GLASS z Ear 3/16" HEAT STREN'D GLASS INTERLAYERS II .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090" Soflex Clear And Color Glass By 'Eastman Chemical Co.' .090" Kuroray 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 28 AT i,4 POINTS 7/16" LAM. GLASS GLAZING OPTIONS 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/16" ANNEALED GLASS INTERLAYERS- 2 NTERLAYERS- .075" Saflex CP With PET Core By 'Eostman Chemical Co.' .090" Saflex Clear And Color Gloss By 'Eastman Chemical Co.' .090" Kuroroy SentryGlas By 'Kuraray Americo, Inc.' .090" Kuroray Butacite PVB By 'Kuroray Americo, Inc.' 3/16" HEAT STREN'D GLASS 2 r) 1- m 11 \ 8 SILICONE DOW CORNING 995 DOW CORNING 899 GE -1200 ti XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR / DURASEAL BY 'QUANEX' / OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS 1" OVERALL 1NSUL. LAM. GLASS Engr: JAVAD AHMAD CML FLA. P. # 70592 CA 3538 52015 PRODUC f REVISED as comply$s1 with the Florida badman Code Ateepta+te No 4-./Ors•0 Ifo pielttis. Date won �+ f ` d,ct Coertnel J Z 0 w CO 1- ( cc 0 o = N u tt r p Z z6-2 FAX. (305) 593-6592 0 rn M m 0 w 1- 0) c 0 0) '5 e UPDATED TO 2014 FBC W w 0 a 0 N U 5 zr REV. PER RER 1 -V 0 -o O O Of 0 O N O O 0 m U 0 J Y1 0 0 0 Co U > s.0 ( drowing no. W13-01 sheet 5 of 11 EDGE DIST. CONCRETE, . TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • 0 rti H X l •�. t.. CONCRETE S EDGE DIST. _-El rO� • • • •;001E DI&T. • tONCREA • ,_ a ' 4' , PilliAl it.. ilii •• .• ) Illg11a - •• . • • • • • •.• • • • • • • •• . • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • �3 •m •.• •. ••• • • • • • •• •• • • • • • • ••• • • • • • •• 1BY WOOD BUCK SEE OTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING z -±- a a 0 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 EDGE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE -BUILDING STRUCTURE. PICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=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) EDGE DIST. METAL STRUCTURE ar 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ce 0 w rMIAMI-DADE COUNTY APPROVED CLIPPED MULLION SEE SEPARATE NOA L TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 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) 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 = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. DOOR DETAILS Engr: JAVAD AHMAD CI L FLA. PE 70592 C A.N. .538 5201` PRODUC r REVISED so e.aplyites wit► the Florida Isohilos Code Aceeptsoce Wo � y-// G/ S .. o / �/ BapirMisu Dale a(S Z,•, ! �.. a ti ■NNWPrOdiet COO Wel Lift COMP-ANL\W13-01CGI) L0 6 ao co0,71 ceo o� 0 m ceRvi Oaao y�c O -w Ul .1 C.MQ aw42 FAX. (305) 262-6978 0 .-I a EIfi1NEL 160 ALUM Cn fn Ooft =N o • M to Z z1 O _ O CoQ U �►- FAX. (305) 593-6592 cn c 0 a) 0 a U U UPDATED TO 2014 FBC REV, PER RER COMMENTS REV. PER RER COMMENTS a -o -, 0 O n 0 0 Q 8 109.29.14 0 U D 108.05.15 d W13-01 sheet 6 of 11 3/8" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING w 0 w O METAL STRUCTURE •• •• '•' •'• • ••• • .• •• •• • • ••• • • • • • • • • • • • • • • • ••••••• •••• • • • • • • • • • 3/8" MAX. • SHIM. -. CONCRETE 4 CO MASONRY TYPICAL ANCHORS SEE ELEV... FOR SPACING: 4 •. ACTIVE LEAF • • • • • • • ••• •• • • • . .• • • • • •• • • • • •• ••• ••• ••• • • • • • • • •v • • •• • • •a • . • • ••• ` `• D.L. OPG. LEAF WIDTH DOOR FRAME WIDTH 3/8" MAX. SHIM 1BY WOOD BUCK .SSE£ NOTE SHEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR _ ACTIVE LEAF 0 w 0 0 W 3- O .4 D.L. OPG. LEAF WIDTH 3 POINT LOCK WITH DEAD BOLT SEE SHEET 9 3 POINT LOCK WITH DEAD BOLT SEE SHEET 9 FLUSH BOLT EXTERIOR DOOR FRAME WIDTH J PROLUC t REVISED as eowplyIafi *Ilk the Florida bahleoi Cads j,, est ArctytIite Na r7 EL ir•Kw Date 5.15 1 i t 1►1►ar1 fa* P Coatrd 3/8" MAX. SHIM 28Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 D.L. OPG. LEAF WIDTH INACTIVE LEAF Engr: JAVAD AHMAD CML FLA. PE # 70592 CAN . 3538 05?ON TYPICAL ANCHORS SEE ELEV. FOR SPACING z O� Q i • O a M o o °. ( C Fe- ed ‘12 O Q w 3 u, LL zoi Q AX_ (305) 262-6978 L\' c d CD a u) ah 0 0 J 1- m c 0 N N L ) W M O `1 0 c w wO O r. nt 0 U a w aN1 � 2 13 W 7 4- F z W T -F' O D O 1c 0 O vi 0 3 109.29.14 in a 0 0 D 106.05.15 drawing no. W1 3-01 sheet 7 of 11 >. iEDGE'DIST. 0 c_ a 0 •a CONCRETE . 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CONCRETE.• II II II I I II Ii CONCRETE. ' EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • ••• • • • • • • •• • • • • • • • • •• • • • • • • • • • •3 •• • • • • • • • • • • • • • • • ••• ••• ••• ••• • •• • • • •• ••• •• • • • •• • • • • • • • • • • • ••• •• 3/8" MAX.. SHIM'•'. CONCRETE OR MASONRY • s W O w 4 D.L. OPG. SIDELITE WIDTH MATING JAMB FASTENERS FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEETS 1 & 2 FRAME WIDTH EXTERIOR LEAF WIDTH DOOR FRAME WIDTH 37" MAX. SINGLE (X) 72" MAX. DOUBLE (XX) TYPICAL ANCHORS 4" LONG SEE ELEV. FOR SPACING APPLY SEALANT BEFORE MATING NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" SIDELITE DETAILS Engr: JAVAD AHMAD CML FLA. PE 70592 C.A.N. L538 2015 PRODUC f REVISED as MNdies Cods withfle Florida Accepts -re No / Df S'0V Earirntiot Dote M,.I P.4, Ptadtrel CooWi COMP-ANL\W13-01C b C/) 0 N C!1 N t N 1t V1 rn u� U) o O OIi CI ( LL LL 0,10 z(NI 0 �inN� 0 in to Z z L ,, O O Q U >- c 0 c O 47, 0 LO v 0 0 z W 0 U 0 0 a UPDATED TO 2014 FBC NO CHANGE THIS SHEET PER RER COMMENTS >, .n 0 U 0 0 0 8 109.29.14 C 105.14.15 D 108.05.15 11 ai 0 0 • dr. by: HAMID drawing no. W13-01 (sheet 8 of 11 3LL • OF • V•ATE31Ai5• `ITEM' 11 _ - PART No. DESCRIPTION %/"El ifti• J 41y1F.• 1 • 4 • REI(ARXS 1 CGI -189 FRMAE HEAD AND SILL i 6163 -Ti • • C6 FEXTRU9ER 1 • • 2 CGI -190 FRAME JAMB . «^63-70FE • MINIPUMP .11 • 3 CGI -196 SIDELITE HEAD AND SILL 6063-T6 CGI EXTRUDER 3 PER CORNER 4 CGI -197 FREE STANDING SIDELITE JAMB 6064-J6 • • CGI•EXTFIUIER • • 4 • • • • • • • • 5 CG1-198 HATING SIDELITE JAMB 601016:01 •) C21 1:11/102 • • • • 6 CGI -193 PANEL TOP AND BOTTOM RAIL 6Q - 6 : : Ce144Elk.4114 : • • ••1 7 CG1-194 PANEL VERTICAL STILE 6063-T6 CGI EXTRUDER 25B 9 CGI -199 SHEAR BLOCK 6063-T6 C61 EXTRUDER OPTIONAL _ 12 CGI -191 FRAME HEAD AND SILL CREW COVER 6063-15 CGI EXTRUDER 147 13 CGI -192 FRAME HEAD AND SILL SLANTED SCREW COVER 6063-T5 CGI EXTRUDER 28 14 CG1-121 7/16' GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER OPTIONAL 14A CGI -123 1' GLASS GLAZING BEAD 6063-15 CGI EXTRUDER 15 CGI -200 SHEAR BLOCK PLATE 6063-T6 CGI EXTRUDER .16 CGI -195 ASTRAGAL _ 6063-15 CGI EXTRUDER 17 CGI -508 SCREW COVER 6063-15 NI EXTRUDER ARE v ITEM 1 PART No. DESCRIPTION MATERIAL MANUF. REMARKS 18 CGI-4503PL 3 POINT LOCK ASSEMBLY (ACTIVE LEAF) XC -1947 CGI -CUSTOM USED BY ALL OPTIONS 19 CGI -1204 FLUSHBOLT ASSEMBLY (INACTIVE LEAF) 146 CGI -CUSTOM USED BY ALL OPTIONS OPTION 1 5455 PASS ACTIVE LEVER (ACTIVE LEAF) 23 BALDWIN 3 PER CORNER .187 x .320 WEATHERSTRIP PILE V/ CENTER FIN 5455 FD DUMMY LEVER (INACTIVE LEAF) BALDWIN OPTIONAL • 8231 DEADBOLT (ACTIVE LEAF) ULTRAFAB OR EQUIV BALDWIN 25 OPTION 2 JD60 DEADBOLT (ACTIVE LEAF) ALUMINUM DEXTER BY SCH. Tjp�N�p 1T� �g OI72-24HxTn/2WFlTHHM�Sg) O1T�Tp�4HxET�/2VIFTHM�Sp) gIz-24I /2WFH HS) 25A J10 TOR605 ACTIVE LEVER (ACTIVE LEAF) HINGE (4 1/2' X 4') DEXTER BY SCM. 25B 1111 J10 10R605 DUMMY LEVER (INACTIVE LEAF) 26 DEXTER BY SCM. OPTIONAL 3 DB2410 DEADBOLT (ACTIVE LEAF) COPPER CREEK 147 _OPTION 012220 ACTIVE LEVER (ACTIVE LEAF) COPPER CREEK 28 - BL2290 DUMMY LEVER (INACTIVE LEAF) EPDH COPPER CREEK OPTIONAL v ITEM 1 v PART Na DESCRIPTION DESCRIPTION MATERIAL REMARKS 18 21 1 14 X 3/4' HEX HEAD TEKS - MULLION ATTACHMENT XC -1947 FRAME GASKET FOAM 19 1 6 X 1/2' PAN HEAD SHS - ASTRAGAL ATTACHMENT 146 32084 12' FROM ENDS 20 AHESBURY OR EQUIV, 1 10 X 1 1/4' PH SKS - ASSEMBLYL 23 M5 3 PER CORNER MISCELLANEOUS ITER 1 CODE PART No. DESCRIPTION MATERIAL HANUF. REMARKS 21 1118 XC -1947 FRAME GASKET FOAM AHESBURY OR EOUIV 22 146 32084 .350 FOAM GASKET FOAM AHESBURY OR EQUIV, 23 M5 W33321NG .187 x .320 WEATHERSTRIP PILE V/ CENTER FIN VOOL ULTRAFAB OR EQUIV 24 H8 W33321NG 187 X .500 HIGH PILE V'STRIPPING WOOL V/ FIN ULTRAFAB OR EQUIV 25 149 CH -108-B HINGE (4 1/2' X 4') ALUMINUM CGI -CUSTOM HAGER HAGER Tjp�N�p 1T� �g OI72-24HxTn/2WFlTHHM�Sg) O1T�Tp�4HxET�/2VIFTHM�Sp) gIz-24I /2WFH HS) 25A M10 AB800-US32D HINGE (4 1/2' X 4') BRASS S/S 25B 1111 AB800-0S3 HINGE (4 1/2' X 4') 26 H4 CGI -382V GLAZING BEAD BULB VINYL CGI -CUSTOM 27 147 3/8'-16 FULLY THREADED ROD - SECURED WITH 3/8' HEX NUT ZINC PLATED 28 - SETTING BLOCK (2 PER LITE) EPDH DURDHETER 80±5 SHORE A NOTE: ITEM NUMBERS 8. 10 & 11 ARE NOT USED Engr: JAVAD AHMAO CML FLA. PE # 70592 CA.N. 3538 PRODUC r REVISED bddio�lr)d•with the I•IorMA 4IvoQ oy •:A L t. N)i a,1 U_ o J r•) Zoa O z ( F. w 1 Q M O:O o 0 E fY O 3 't O O M (h W O p a °4 O a W§a u. N Q Weil h J � l FAX. (305) 593-6592 n 0 u) V 0 0. U 0 0 tqi 0 it a UPDATED TO 2014 FBC NO CHANGE THIS SHEET NO CHANGE THIS SHEET a) O U n 0 0 N 0 0 0 0 0 m 0 O 01-03-13 0 0 0 r' d .0 O -c U r �J\M -lV drawing no. W 13-01 `sheet 9 (1 11 6 O 0 Bolt Assembly Bolt Assembly •••• • • • ••• • •• • • •• • •• •• • • • •• •• •• •• • • • •• • •• •••• •• • •• • •• •• • •• •• •• • ••• • • •• • • ••• • • • • •• • •• • •• • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • Linkage Assy. linkage Assy. • •• • • • • • • •• • • • •• ••• •• • • • • • • •• • • • • • ••• •• • • 1/2" Bolt Housing x'10 x 3/4" PH SMS Flushbolt Pp Connection Wheel Connection Wheel d Cylinder/Deadbolt 11I !!I—, Cylinder Assy. ` Tailpiece Keyed Cylinder Tailpiece Deodbolt Assy. 8 x 1/2' PH MS Flushbolt Activator ?RODLIC C REVISED es cowplyt.g with the (Florida Yellin Code Aaew..ce no / 7--/O/ f- V GapastI e D.tr (� 1 l L52, Wad T '* Ca■Arl Wheel Clips YJneel Clips TOP SECTION SHOWN (BOTTOM SIMILAR) Flushbolts (Inactive Panel) Top & Bottom Engr: JAVAD AHMAD CIVIL FLA. PE # 7 92 C.A.N. 353 o °7 O y - ao v u N. N. ( ) drowing no. CGI CUSTOM 3—POINT LOCK (sheet 9.1of 11_) 3.825 .125 .750 r_J 1.590 .100 DOOR FRAME HEAD/SILL L1.587 �1 FRAME COVER 6.438 SIDELITE TOP & BOTTOM FRAME 1.625 .06 r_1.587_i 2 13 SILL COVER .080 5.500 O TOP & BOTTOM RAIL 17 SIDELITE JAMB COVER HINGE & LOCK STILE .326 o- 70 .805 c .245 1.0605 is ASTRAGAL ADAPTER 4.000 0 500 - .125. t .120-1 1-*-- 2.388 - 1.225 DOOR FRAME JAMB .625 L1.622 SHEAR BLOCK 3.005 2.000 �{ 0 SIDELITE FRAME JAMB SHEAR BLOCK PLATE 1.061 .250 .080 .1 20 }Jii5 1.465 -1.870 I- 0 SIDELITE MATING JAMB 4.000 • • • •• •• • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • . • • • ••• • • • •• • • • • • • • • •• • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • ••• ••• ••• ••• • • •. • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• -�{ {.675 .995 050 1.184 GLASS STOP (LAM. GLASS) -11--.120 .995 _ - ,050 1.184E GLASS STOP (INSUL. LAM. GLASS) Engr: JAVAD AHMAD CML FLA. PE 70592 CAN. •38 i c ) PRQDUC P REVISED �b ng C> wIfL the Florida Empiratil. e?,ode ( St, I1� Woo! Nato tr radon Coe ritW FAX. (305) 593-6592 C 0 4) .5 Q) C 0 a 0 to 0 v 4 W 0 U 0 cca a UPDATED TO 2014 FBC PER RER COMMENTS NO CHANGE THIS SHEET .0 Q) 0 0 0 O of O N O N V) O 0 m U O I-) 0 0 0 t."4;463 tI v M d drawing no. W13-01 (sheet 10 of 11) • ••• • • . ••• •• . .• • •• . •• • • • •• •• •.• • • • •.• •• • •• • • • • • • • • • • • • •• • • • ••• ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS • • • • ,•' i • • • • • • • • s• • • • • • • • •• • • • • • • • • • • • • • • • • • ••• \••• • ••• • IIS I. I II II `/ •• ••• •• • • • • • • • •• • • ••• •• HOLE CAP ACCESS HOLE MATING JAMB FASTENERS SEE SHEET 8 FOR DETAIL DOOR FRAME TOP & BOTTOM CORNER SIDELITE JAMB CORNER TOP & BOTTOM SIDELITE MATING JAMB CORNER TOP & BOTTOM drawing no. LEAF TOP & BOTTOM CORNER GENERAL TYIr Q0Y0:sge•TtP S•;• FLAN G'M - •: ' ' •• • • ••• 1" SNUBBER AT IMPACT WINDOWS ONLY VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. O k WINDOW HEIGHT STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 WINDOW HEIGHT w DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. • • 0 a 0 J • • •• •• • • • • •• • •• • • •• • • ••• • ••• •• • • •• • • •• •• FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. D.L. OPG. CAM LOCKS 2 LOCK POINTS ALL SIZES 9 2 1/2" VENT WIDTH WINDOW WIDTH WINDOW WIDTH VENT WIDTH WW— 2" D.L. OPG. O MY -7" A z ✓ II14, I \ W -22.W-26 W-29 MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS VENT HEIGH MAX. WDW. LOCK HEIGHT POINTS 42" 2 63" 3 84" 4 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS SURFACE APPLIED FALSE MUNTINS OPTIONAL 0 0 •0 W CASEMENT WDW. U z O Oww FAX. (305) 593-6592 F.4AX. WDW. HEIGHT LOCK POINTS 38" 2 56" 3 74" 4 84" 5 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUSS 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 IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. Engr: J,W,SD 7,71 -1 -MAD CML FLA, PE d 70592 C.A1.1. 35:18 Anz,fail 201 F'.:ODUCT REVISED ac cAtuptying will' the Florida lilt:Ming Code Acceptance No rr ;�x}riration bite • r By _4:1._ f ;� --_.. Mianu;Oade Product Control': in G 0 �Up L o n o r0 Q o N O o Z w U S 0 (/1 a8 0 -0 04 N .D N 0 0 N ro 0 0 ui 0 0 0 S m 0 csi w 0 x D drawing a v no. W98-100 (sheet 1 of 7 -o SNUBBER 'AT IMPACT WINDOWS ONLY 3/4" VENT WIDTH D.L. OPG. _ WINDOW WIDTH EXTERIOR • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• GENERAL WINDOW SECTION •• . . . . . . . .. . EQUAL ;IAC;• FRVIVIV • WINDOW HEIGHT w _ z VENT HEIGHT • • • • • • • • • ••• ••• ••• ••• • 0 0 J O 0 n 0 J 0 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. Ke - 6 v CAM LOCKS 2 LOCK POINTS ALL SIZES r L J WINDOW WIDTH QC WINDOW WIDTH VENT WIDTH 4� WW -1 1/2" D.L. OPG. 1'A'/-6 1/2" 6" MAX. TYP. WINDOW HEIGHT IIII / Ir / µ-- 11/ HEAD/SILL CORNERS ItO La U m a(x �0 SURFACE APPLIED FALSE MUNTINS OPTIONAL MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS G c - MAX. WDW. LOCK HEIGHT POINTS 42" 2 63" 3 84" 4 TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS 24" MAX. TYP. AT HEAD/SILL MAX. WDW. HEIGHT LOCK POINTS 38" 2 56" 3 74" 4 84" 5 Engr: JAVAD AHMAD PRODUCT REVISED CML FLA. PE # 70592 C.A.N. 338 as complying with the Florida Building Code R r i ;r 'v r; r xpi.atio+r Date ' . ` 4. t i 1iantU Dade Product Control%` w t m J c9 0 0 O co J Q 0- 2 2 0 0 2 w w U crr J CO M cV W uJ w N C 0 0) .j 0 0. U at v w w F w 0 0 U 0 z LOCK OPTION ADDED REV. PER RER COMMENTS NO CHANGE THIS SHEET T 40, 0 N N N 0 0 O N n 0 N O 0 2 date: 12-04-98 N o U U drawing no. W98-100 (sheetl.lof 7 VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. • • •4 •• •• 4 • • • 4 • • 4 s • 4 • • •4 • • •••• •• •• • • • • . • • ••• ITEM 1A 2 •• • • • • • • • • • • PART # CGI -373 CGI -397 CGI -378 • • • • • • V RWER • KEY .060 THICK ST. STEEL • • • • • l_• • QUANTITY 28 2C CGI -381 CG! -385 3 CGI -375 3A 4 5 CGI -396 4 4 8 DESCRIPTION FLANGE FRAME EQUAL LEG FRAME .625 1 VENT (5/16" LAM. GLASS) 6 7 8 9 9A 98 10 11 11A 12 13 AP -425 Q250 -K-190 35-10-00-101 24-13-00-202 30175 FRAME CORNER AS REQD. AS REQD. 2/ VENT 2/ VENT 1/ VENT 1/ VENT 2/ VENT 1 1 1 2/ CORNER VENT (INSUL. LAM. GLASS) VENT (7/16" LAM. GLASS) OGEE GLAZING BEAD SQUARE GLAZING BEAD .060 THICK CORNER KEY .060 THICK CORNER KEY FRAME WEATHERSTRIPPING VENT WEATHERSTRIPPING CO N r 2.075 1.757 1 .768 1.307 .090 TYP. 1,875 2215 2.465 .080 TYP, b-1,222 1 1.438 O CORNER KEY .062 THICK ALUMINUM 4 BAR HINGE, AT TOP AND BOTTOM FACE MOUNT LOCK MULTI POINT LOCK MULTI POINT LOCK .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK OPERATOR (OPTIONAL) OPERATOR (OPTIONAL) OPERATOR TRACK FRAME AND VENT ASSEMBLY SCREWS FLANGE FRAME ® VENT (5/16" LAM. GLASS) 4 VENT VENT INSUL. LAM. GLASS MATERIAL 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T5 6063-T5 ALUMINUM MANF./SUPPLIER/REMARKS INDALEX OR EQUN. INDALEX OR EQUIV. INDALEX OR EQUIV. INDALEX OR EQUIV. INDALEX OR EQUIV. INDALEX OR EQUIV. INDALEX OR EQUIV. ST. STEEL - STEEL STEEL STEEL STEEL STEEL STEEL SCHLEGEL APTUS SCHLEGEL 0-LON r-1.757 N tP to 0 0 .090 TYP, TRUTH, ATTACHED W/ (6) 18 X 3/8" SS SMS TRUTH, ATTACHED W/ (2) 18 X 3/8' SMS TRUTH INTERLOCK CGI, ATTACHED. W/ (2) 110 X 3/8" ss skis TRUTH, ATTACHED W/ (2) 18 X 3/8" SS SMS INTERLOCK TRUTH, ATTACHED W/ (2) 18 X 3/8" SS SMS Oto X 1-1/4" SS SIAS 1,875 .720 1 1.438 -1.347 0 VENT (7/16" LAM. GLASS) .754 .383 .8130 4 ,6(7 I--- 0 O CGI -375: OGEE GLAZING STOP .753 .808LiLf .830 YI .6171 -,- ®% 617I -,--3A CGI -396: SQUARE GLAZING STOP Ener: JAVAD AHMAD CML FLA. PE 1 70592 C.A.N. 3.(;38 PRODUCT REVISED as complying with the Florida 13ui ding Code Acceptance No 1411506. Ei'1 Expiration Date . r. ' Ck 1 131 -f ,i/ ;'' t- / ... .�. (a ' 3 � �+�I'Mialni Dade Product Glntro( revisions 0 CL 0 to N v LOCK OPTION ADDED REV. PER RER COMMENTS NO CHANGE THIS SHEET T 0 N N 0 04 4'; (V (V V 0 rn 0 v O N 0 H dr. by. HAMID drawing no. W98-100 (sheet 2 of 7 1/8" ANN. GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" ANN. GLASS 5/16" NOMINAL GLASS TYPE '2' SILICONE GE -1200 DOW 995 DOW 899 3/16" ANN. GLASS INTERLAYERS � • •:3M °Sap% Qloar• r1nd rotor Glass • ty'ost•:or hc+rnital to.' :07.5:„Scilea CP With iu Core By 'Eastman Chemical Co.' .090" DuPont SentryGlos • • • • • • • • • • 8y 'E.1! DUPent• •• De ttemou•►t & Co., Inc.' 3/16" IN:. GtSS • • • • • : :' • • • • • • • • • • ••• ••• ••• ••• • 7/16" NOMINAL GLASS TYPE '3' SILICONE GE•1.206 • • •• ••• •• DGS/ 9/4 DOW8 • • • •• •• • • • • • ••• ••• • • 3/16" HEAT STREN'D GLASS INTERLAYERS .090" Soflex Clear And Color Gloss By 'Eastman Chemical Co.' .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., 3/16" HEAT STREN'D GLASS 7/16" NOMINAL GLASS TYPE '6' SILICONE GE -1200 DOW 995 DOW 899 Inc.' SQUARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTAUAT10N DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED 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 DETALS 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 '8' WIDTH HEIGHT EXT. (+) 1 NT._(_ ) EXT. (+) 1NT. (-) EXT. (+) 1 NT. (-) _WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1NT. (-) EXT. (+) INT. (-) 20" 24" 28" 30' 32' 36" 40" 42" 36" 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 66" 86.7 86.7 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 64.2 64.2 110.0 120.0 110.0 120.0 60.6 60.6 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42" 26" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 128.1 110.0 195.0 * 110.0 195.0 * 57.5 57.5 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 92.5 92.5 110.0 120.0 60.0 60.0 20" 24" 28" 30' 32" 36" 40" 42" 42" 110.0 166.5 110.0 195.0 110.0 195.0 110.0 110.0 110.0 104.1 92.5 138.8 118.9 111.0 110.0 110.0 110.0 195.0 195.0 195.0 110.0 195.0 110.0 195.0 104.1 110.0 195.0 92.5 110.0 120.0 110.0 110.0 110.0 195.0 120.0 20" 24" 28' 30" 32" 36° 72" 66.4 66.4 110.0 195.0 110.0 120.0 19-1/8" 26-1/2" 37" 42" 38-3/8" 110M 190.6 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 48.9 48.9 110.0 120.0 110.0 120.0 46.0 46.0 110.0 120.0 110.0 120.0 43.6 43.6 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42" 50-5/8" 110.0 144.5 110.0 195.0 110.0 195.0 99.7 74.7 65.8 104.3 74.7 65.8 110.0 195.0 110.0 110.0 120.0 110.0 110.0 120.0 110.0 195.0 120.0 120.0 60.0 60.0 60.0 60.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 32" 36' 76" 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 79.3 79.3 110.0 120.0 60.0 60.0 20" 24' 28" 30" 32" 36" 40" 42" 48" 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 410.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 20" 24" 28" 30' 32" 78" 52.0 52.0 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42" 63" 96.7 104.2 110.0 195.0 110.0 195.0 74.9 77.9 110.0 120.0 110.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 69.0 43.8 43.8 110.0 120.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 19-1/8" 26-1/2" 37" 74-1/4' 63.0 63.0 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 59.8 59.8 59.8 59.8 60.0 60.0 60.0 60.0 37" 77" 56.3 56.3 56.3 56.3 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 72.8 72.8 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 60.0 60.0 20" 24" 28" 30" 32" 36" 40" 42" 54-" 110.0 129.5 110.0 195.0 110.0 195.0 20" 24" 28" 30" 32" 84" 41.5 41.5 110.0 120.0 110.0 120.0 34.9 34.9 110.0 120.0 110.0 120.0 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 48.3 48.3 48.3 48.3 98.0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60.0 20" 28" 32" 36" 40" 42" 60" 98.8 112.6 110.0 195.0 110.0 195.0 85.8 95.4 110.0 195.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 70.2 72.8 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 LOAD/AREA LIMITS * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 0 IS USED ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: GLASS CAPACIT IES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 FLA. PE 70592 PRODUCT REVISED vs complying with the Florida Building Code Acceptance No PNOtation Date MiarniDade Product Contra.-- '1 Ce ce o u. LP4 a LA Ft co csi 0 0 SWING CASEME -J CO CNI COM P—ANL\W98-100CGI 0 0 0 FAX. (305) 593-6592 c\I to co cn CD c:3 revisions: 0 -o co 0 0 LOCK OPnON ADDED REV. PER RER COMMENTS GENERAL REVISION cv 0 0 03 cn drawing no. (sheet 3 of 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS INTERLAYERS -1/8" ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 3/4" INSULATE GLASS TYPE '2A' PERFORMANCE .090" Soflex Clear And Color Glass By 'Eastman Chemical Co.' .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090" DuPont SentryGlas By 'E.I. DuPont De Nemours Sc Co., Inc.' SE! IING BLOCKS 2/ LITE EPOM OUROMETER 85±5 IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS 1/8" TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS INTERLAYERS • • 0400 • • • 000 •• •• • • • •• •• • •.000" .�aflg� 3ICar•Ald Oblor Glass B> 'F. �mpn�ClIemicsl Ci.' .075" Saflex CP With PET Core By 'Eastman Chemical Co.' • • • . 90" 111.113pnt •%entry.1os• • • • pUPo�N De Nemours & Co., Inc.' • 1/8" TEMP. GLa6S: • . • • • • • .640. .. • .. SILICONE GE -1200 DOW 995 •• • • • •• ••• •� DOW 899 • 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS • SETT1NG BLOCKS 2/ LITE EPDM DUROMETER 85±5 elJR SPACE CONSISTING OF: • •SPACER, • • • METAL. tPACER AROUND THE PERIMETER OF THE GLASS. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS SQUARE BEAD OPTIONAL ALL GLASS TYPES 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. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) f NT. (-) EXT. (+) 1W. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT._ (+). 1 NT. (--) J -26 1 20" 24" 28" 30' 32" 36" 40" 42" 36" 110.0 194.3 110.0 195.0 110.0 161.9 110.0 195.0 110.0 138.8 110.0 195.0 110.0 129.5 110.0 195.0 110.0 121.4 110.0 195.0 107.9 107.9 110.0 195.0 97.1 97.1 110.0 120.0 92.5 92.5 110.0 120.0 20' 24" 28" 30" 32" 36" 40" 42" 42" 110.0 166.5 110.0 195.0 110.0 138.8 110.0 195.0 110.0 118.9 110.0 195.0 110.0 111.0 110.0 195.0 104.1 104.1 110.0 120.0 92.5 92.5 110.0 120.0 83.3 83.3 110.0 120.0 79.3 79.3 110.0 120.0 20" 24" 28' 30" 32' 36" 40" 42" 48' 110.0 145.7 110.0 195.0 110.0 121.4 110.0 195.0 104.1 104.1 110.0 120.0 97.1 97.1 110.0 120.0 91.1 91.1 110.0 120.0 80.9 80.9 110.0 120.0 72.8 72.8 110.0 120.0 69.4 69.4 110.0 120.0 20" 24" 28" 30" 32" 36' 40" 20" 24" 28" 30" 32' 36" 32" 36" 20' 24" 28" 32' 20' 24" 28' 30" 32" 66" 86.7 73.4 64.2 60.6 86.7 73.4 64.2 60.6 110.0 110.0 110.0 110.0 169.0 120.0 120.0 118.2 19-1/8" 26-1/2' 37" 42" 26' 110.0 195.0 110.0 195.0 110.0 203.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 128.1 110.0 195.0 * 57.5 57.5 110.0 112.2 60.0 60.0 60.0 60.0 72" 66.4 66.4 110.0 120.0 19-1/8" 26-1/2" 37" 42" 38-3/8" 110.0 190.6 110.0 195.0 110.0 137.5 110.0 98.5 98.5 110.0 86.8 86.8 110.0 195.0 120.0 120.0 56.1 48.9 46.0 56.1 48.9 46.0 109.3 95.3 89.8 109.3 95.3 89.8 43.6 43.6 85.0 85.0 76" 60.0 60.0 60.0 60.0 60.0 60.0 78" 52.0 52.0 101.3 101.3 19-1/8" 26-1/2' 37" 42" 19-1/8" 26-1/2" 37" 42" 50-5/8" 110.0 144.5 110.0 195.0 99.7 104.3 110.0 195.0 74.7 74.7 65.8 65.8 63" 96.7 104.2 110.0 110.0 110.0 120.0 120.0 195.0 74.9 77.9 110.0 120.0 60.0 60.0 110.0 117.0 60.0 60.0 84" 43.8 38.1 60.0 41.5 43.8 85.4 85.4 38.1 74.3 74.3 34.9 54.5 60.0 41.5 34.9 54.5 19-1/8" 26-1/2" 74-1/4' 37" 63.0 63.0 110.0 120.0 46.6 46.6 90.9 90.9 59.8 59.8 80.8 80.8 37" 77' 56.3 56.3 68.0 68.0 51.2 51.2 48.3 48.3 20" 24" 28" 30" 32" 36" 110.0 129.5 110.0 195.0 98.0 107.9 110.0 195.0 92.5 92.5 110.0 120.0 84.4 86.3 110.0 80.9 80.9 110.0 120.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 20" 24" 28' 30" 32" 36' 40" 42' 60" 98.8 112.6 110.0 195.0 85.8 95.4 110.0 120.0 76.7 83.3 110.0 120.0 73.2 77.7 110.0 120.0 70.2 72.8 110.0 120.0 64.8 64.8 110.0 120.0 60.0 60.0 - 60.0 60.0 * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK 8Y 'INETRLOCK' 98 IS USED ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. .400411110001110000. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 Engr: JAVAD AMINO CML FLA. PE # 70592 C.A.N. 3538 APR 0 0 2014 PRODUCT REVISED as complying with the PIoritle Building Code Acceptance No,: -1. - Expiration Date y Miami Dade Product Control 4,4 Lra 4EN 0 1 -j co CV a7 UJ UJ DOORS INC. WINDOWS 5 U (305) 593-6592 .xa N 0 N .5 LL c 0 0. U 0) -o 0 0 0 0 11.110 a LOCK OPTION ADDED PER RER COMMENTS GENERAL REVISION .0 N 0 N N 0 N n N 0 v VI N 0 0 LL te; 12-04-9$ c dr. by: HAMID drawing no. W98-100 (sheet 4 of 7 3 SEALANT INSTALLATION CONDITIONS FLANGE FRAMEL,(XP1 LI.E • T0 ALL FOUR SIDES' FOR ANCHOR PERFORMANCE VAL:ES SEE:SHEET - • •' •• TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION v 1" MIN. 2-1/2" MIN. SEALANT X z •c INSTALLATION TYPE_ '1' 1 3/8" WOOD BUCK TYPE '1' MATERIAL,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION 8Y OTHERS INSTALLATION TYPE '3' 1 3/8" SEALANT • • • ••• • -RACAL A[ WAS. • •• ' SE' EEEV. FOR SRA(lIN6: : • • KE SHE61.6 FOR DESC:IPTIVN• • ••• ••• ••• ' • • • • • • • • 7• • . • • . • • • • • • • ••• •• • • . • •• • • • • • • • •,. Nt •• TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. Z . '- \(� C 2 1/8' MIN. j INSTALLATION TYPE '2' _ WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 7/8" WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4" X 1" X 3/4" X 1/8" 2-1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8" MIN. WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALT. ANCHOR LOCATION WITH SHEAR CLIP ATTACHMENT TO METAL STRUCTURES —1/8" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS Engr: JAVAD AHmA CML FLA. F'E 170592 C.A.N. 3538 'APR_ , 2014 PRODUCT REVISED as complying with the F!arida [1ukding Code AcctpIanc,, No NQ-; t ;iration Date eicl. 4.20 B mimp, Dade Product C mtr011 z ®h w fi 0 a O J o o O p m o o cr cg Qw02 O 3W U! 1�Mg 0 G 0 SERIES -238 ALUM OUTSWING CASEMENT WDW. (LM.L) revisions c drawing no. W98-100 COMP—ANL \W98-1OOCGI U z O w Oc i' = cV 0 O . t' , Z Z � ?y O _ p O 3 Q U . — (305) 593-6592 0 a 0 N o NO CHANGE THIS SHEET REV. PER RER COMMENTS NO CHANGE THIS SHEET .n a) 0 '0 N N 0 N 0 N 0 N 0 O a O 4-0 O L Y sheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRA11I�E•..(A3'P•�.4ES �'O •ALL FOUR SIDES) •• FOR ANCHOR PERFORMANCE VALsJES SEE• St-Wi& 6 ' • • ••• • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • T? CAL 14AiGH@R9 • •: • '.' SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ••• • • • •• ••. •• • • • • • • • 4 ° c 1" .MIN. 2-1/2" MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATERIAL,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD 2-1/2" MIN. • • - • • ••• •• ra- L • 2 1/8" MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION • • 2 • = D -• 4 1" MIN. N 2 1/8" BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' MIN. WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. ATTACHMENT TO METAL STRUCTURES -1/8" MIN. rT-l1 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS Engr. )AVPD AHMAD CML FLA. PE #70592 C.A.N. 338 PR-ODUCf REVISED as complying with the Florida Building Code Acceptance No 14--r'5';�o. 01 R 0 q s' 1 Byf'�f itt-t4i - 1 i %�`- • Mianh Dade Product Control rti V O Z I. w 62 Lt o ad Cg 0 0 8CY w O 2 aul whr .a �MQ QW2 co T N 0 co 0 N OUTSWING CASEMENT WDW. CO cV VN CC w U Z (305) 593-6592 0 '5 c 0 0. 0 to v NO CHANGE THIS SHEET PER RER COMMENTS NO CHANGE THIS SHEET T n 0 N N 0 c. ai 0 O 0 0 x C --- • r co 0 0 0 ii 0 x D r drowing no. W98-100 sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW ANCHORS W/0 SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP DIMS. AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 20" 24" 28" 30" 32" 36" 40" 42" 195.0 ; 195.0 195.0 154.8 195.0 • ••67.9 •• 195.0 195.0 129.0 172.0 195.0 • 192.9 195.0 110.6 147.4 99.2 180.0 195.0 103.2 137.6 36" 168.8 195.0 96.8 129.0 129.8 150.0 195.0 86.0 114.7 191.9 135.0 180.0 77.4 103.2 195.0 128.6 171.4 73.7 98.3 20" ` 24" 28" 30'42" 32" 36" 40" 42' 94.8 195.0 195.0 132.7 176.9 192.9 195.0 110.6 147.4 165.3 195.0 94.8 126.4 154.3 195.0 88.5 117.9 144.6 192.9 82.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3 66.3 88.5 110.2 146.9 63.2 84.2 20" 24' 28" 30"48" 32" 36" 40' 42' 195.0 195.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 195.0 110.6 138.2 180.0 195.0 103.2 129.0 168.8 195.0 96.8 120.9 150.0 187.5 86.0 107.5 135.0 166.8 77.4 96.8 128.6 160.7 73.7 92.1 20" 24" 28" 30" 32" 36" 0" 42" 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 195.0 91.7 137.6 150.0 195.0 86.0 129.0 133.3 195.0 76.4 i 114.7 120.0 180.0 68.8 103.2 114.3 171.4 65.5 98.3 20" 24" 28" 30' 32" 36' 40" 42" 60" 195.0 195.0 123.8 185.8 180.0 195.0 103.2 154.8 154.3 195.0 88.5 132.7 144.0 195.0 82.6 123.8 135.0 195.0 77.4 116.1 120.0 180.0 68.8 103.2 108.0 162.0 61.9 92.9 102.9 154.3 59.0 88.5 20' 24" 28" 30" 32" 36" 40" 66" 195.0 195.0 140.7 195.0 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.6 195.0 93.8 131.3 153.4 195.0 88.0 123.1 136.4 190.9 78.2 109.5 122.7 171.8 70.4 98.5 20" 24" 28" 30" 32" 36" 72' 195.0 195.0 129.0 180.6 187.5 195.0 107.5 150.5 160.7 195.0 92.1 129.0 150.0 195.0 86.0 120.4 140.6 195.0 80.6 112.9 125.0 175.0 71.7 100.3 PERFORMANCE VALUES OF INSTALLATI( Mf CMBRS. • • :. , REFER TO SHEET 5 FOR DETAILS • • • WINDOW DIMS. ANCHORS W/0 SHEAR CLIP '11NCHQ131 :191Tit SSIEAR CORP , AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" O.C.• WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.{ ) EXT.(+)/INT.(-) 32" 36" 76" 133.2 195.0 ; ; • 7145.4. • ` • • 1.2 �2 • 118.4 189.5 • • ••67.9 •• • ••108.6 • 20" 24" 28' 30" 32" 78" 195.0 195.0 • 119.1 ••• •0190.5 ••• 173.1 195.0 99.2 158.8 148.4 195.0 ••• 85.5 .•• :••13Q.f• •' 138.5 195.0 • 39.4 . . • . ••12j.G ' 129.8 195.0 • • . •• Y4.4 • . -• • •11b.i• •I 20" 24"84„ 28" 32" 191.9 195.0 195.0 132.7 195.0 195.0 195.0 110.6 165.9 165.3 195.0 94.8 142.2 154.3 195.0 88.5 132.7 ANCHORS. W/0 SHEAR CLIP •• • • • • •• •• • •• • • ••s • PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.C. AT 10" U.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 19-1/8" 26-1/2" 37' 26" 195.0 195.0 149.4 195.0 195.0 195.0 107.8 161.8 195.0 195.0 77.2 115.9 19 -1/8' 26-1/2" 37" 38-3/8" 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 136.9 182.6 78.5 104.7 19-1/8" 26-1/2" 37" 50-5/8" 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 138.4 173.0 79.3 99.2 19-1/8" 26-1/2" 37' 42" 63" 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.6 63.8 111.6 98.0 171.4 56.2 98.3 19-1/8" 26-1/2" 37" 74-1/4" 195.0 195.0 130.8 195.0 164.7 195.0 94.4 151.1 117.9 188.6 67.6 108.1 ANCHORS WITH SHEAR CLIP TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. KWIK-CON II BY 'HILTI' (Fu=163 KSI, Fy=157 KS1) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SIL, OR .AMEfS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr: JAVA() MIMI) CN1L FLA. PE. # 70592 C.A.N. 3538 APR 3 0: 2014 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1' F . -'' Expiration Date qtr Mount" Dade Product Control ` 2 0 cv a 0 0 0 0 co rn I 0 0 b SERIES -238 ALUM OUTSWING CASEMENT WDW. (LM.I.) FAX. (305) 593-6592 c in C 0 .N v 0 0. U rn v -o 0 is U 0 z U PER RER COMMENTS GENERAL REVISION 4) a D a N 0 N lV M N 0 N 0 0 0 1 c5 x co rn 0 N V O 5' drawing no'P W98-100 (sheet 6 of 7 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) 20' 24" 28' 30' 32" 36" 40" 42' 36" 110.0 195.0 110.0 195.0 110.0 186.5 110.0 182.4 110.0 • 179.5 110.0 177.3 WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) 20" 24" 28" 30" 32" 36" 76' 105.8 120.0 90.9 120.0 80.5 110.3 76.3 104.7 60.0 60.0 60.0 60.0 105.8 145.1 97.0 120.0 20" 24" 28" 30' 32" 36" 40" 42" 42" 110.0 179.5 110.0 159.6 106.9 146.6 20" 24" 28" 30" 32" 78" 102.7 120.0 88.2 120.0 77.9 120.0 73.9 101.3 60.0 60.0 103.5 141.9 100.7 138.1 97.0 120.0 95.2 120.0 - 95.0 120.0 20" 24" 28" 30" 32" 84" 110.0 120.0 97.0 120.0 85.5 117.3 60.0 60.0 60.0 60.0 20" 24" 28" 30" 32" 36" 40" 42" 48" 110.0 195.0 110.0 177.3 110.0 160.9 110.0 154.8 109.1 120.0 103.5 120.0 99.8 120.0 95.0 120.0 20" 24' 28" 30" 32" 36" 42 110.0 174.1 110.0 152.0 99.8 95.5 120.0 120.0 91.9 120.0 86.2 118.2 80.6 110.5 20' 24" 28' 30" 32' 36" 40" 42" 60" 110.0 153.2 97.0 133.0 86.8 119.0 82.8 113.5 79.4 108.8 73.9 101.3 60.0 60.0 60.0 60.0 20" 24" 28' 30" 32" 36" 40" 66" 110.0 171.0 107.8 120.0 95.9 120.0 91.3 120.0 87.3 119.7 60.0 60.0 60.0 60.0 20" 24" "28- 30" 32" 36" 72" 110.0 154.5 97.0 120.0 86.0 117.9 81.7 112.0 77.9 106.9 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 19-1/8" 26-1/2" 37' 42" 26" 110.0 195.0 110.0 195.0 110.0 184.2 110,0 152.4 19-1/8" 26-1/2" 37" 42" 38-3/8" 110.0 195.0 110.0 172.6 110.0 156.3 95.7 120.0 19-1/8" 26-1/2" 37" 42' 50-5/8" 110.0 195.0 110.0 154.7 94.0 120.0 89.8 120.0 19-1/8" 26-1/2" 37" 42" 63" 109.3 149.9 84.8 116.2 67.9 93.1 60.0 60.0 19-1/8" 26-1/2" 37' 74-1/4" 110.0 154.8 86.4 118.5 60.0 60.0 19-1/8" 26-1/2" 37" 76" 109.9 120.0 84.0 115.2 60.0 60.0 19-1/8" 26-1/2" 37" 77" 108.3 120.0 82.7 113.4 60.0 60.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING A -- 1/4" DIA. KWIK-CON II BY 'HILT!' (Fu=163 K51, Fy=157 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSi) DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2- 4" MI . M:I I it RI T C - 14 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. •,.4L• b T:M.:B'IVCK FRAMING DETAILS • • • • • • REF :0 SHRETS•3 THRU 6 FOR WINDOW CAPACITIES • • • • 1.16E 'LOWER P4P61:413LE VALUES. • • • • • • •• • •• • •• • ••.•• .• .. • •. • • . • •• • • • • ••. ••• ••• •.. • • • •• • • • • •• ••• •• •• • • • • • • • • • • ••• •• • A 2 1/2" MIN. EDGE OIST. • #14 SMS AT 6" FROM ENDS 17" 0.C. MAX. AT JAMBS 24" Q.C. MAX. AT HEAD/SILL #14 SMS AT 6" FROM ENDS 7-17" 0.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL A TYPICAL ANCHORS TYPE 'A' OR 'B' AT 6" FROM ENDS AND 17" 0.C. MAX. AT JAMBS 17" 0.C. MAX. AT HEAD/SILL INSTALLATION TYPE '5' 1" t.11N. TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17" 0.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD/SILL INSTALLATION TYPE '6' 2BY W000 BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM OPTIONAL COVER 6063-T6 E1gr: JAVA() AHJAO CM( FLA. PE # 70592 CA.N. 3538 PRODUCT REVISED as complying with the Florida Building Code Acceptance Na ` E piration Date By 111(1.1j: Miaj Dade Product Controt --PAPR 30 I?O14 z 0 0 re V 0 lid. J ti w 8 N w w V) 0. O a U � M� 0 La M � a)1x O w u. u.r• N C'3M< Q w�2 i 0 5 0 0 0 00 rn J a 0 0 FAX. (305) 593-6592 N 0 N .' c 0 0, 0 0) 0 T .0 L x 0 0 0 z U PER RER COMMENTS GENERAL REVISION 0 N N 0 0 M 0 0 0 0. 0 m 0 0 x v drawing no. W98-100 (sheet 7 of 7 1 1 1,000 -�j�,125 • • ••• • • .250"HOLE I. • • : • V y• oill •• • •• ••• • `ro 2.000 125 a000 i25 ' 1�\�\��\\\\111 \�\1` .11\\�1�1�\\\�\�1�1�i1l ___./c4 43 Z 4 O • • : • • • ig illrir Z Pla to ' -� • . • `x,000 • • • ;.. • •� � � TYPICAL GLAZING PRODUCT O: � 0 co 00 al Ix Sx=.3321N3 = 1X2 .332 IN \4 MULLION I 2.000 CLIP ANGLE `�6pe MSN, •• •• ':• • : : :•• E•• • •••%i in 1.000 Cg a h v 4 0 6063-T61 0 c �y, Ir..6,000 1 ti I■� I.1, 4L-FAROO, E'NGINEERS & PF L235 S.W. 87 A% MIAMI, FLORIDA TEL (305) 264-81C 6063-T6 2.000 1,000 125 1.___±. "' ‘111111101. 2.000 3.000 ,000 --- 3.000 . .125 W-7 1.. F. '''''......". lgowo-'. ,... , 'W' DIMENSION 2A00 MULLIONS CONTAINING TYPICAL GL4ZING PRODUCTS �� N m MULLION 'W' - IN. HORIZONTAL OR VERTICAL JD DETAIL' co 2" 1.688 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Cri 3" 2.688 o re) cc v Ix Sx = .9502 = 1X3 IN\4 .6335 IN\3 MULLION W -7R W -7L 4" 3.688 0 6" 5.688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED � 0 II w Sx = 1.4881 IN\3''Q IMPACT AND NON -IMPACT RESISTANT PRODUCTS. p E- N O H • rn - .715 - RECTANGULAR ALUMINUM TUBE MULLIONS --iN ``' V) it)'- c`no � on z J 0 USING MULLIO PROPERTIES ONLY 3 0 L_ ,•-i-,-...) M 6063-T6 6063-T6 I NOTES: MULLII o " -1.000-- I�.125 2.000 1.875 .125 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE C oQd 0 r M r x,125 REQUIREM NTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY r HURRICANE ZONE (HVHZ). 6,000 - 125 _l_ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. UPDATED TO 2010 FBC 0 I REV. PER RER COMMENTS 4.000 MULLION CLIP FOR 1 BY TUBES WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT C o a N R CGI --383 6063-76o TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ac, Loo v z 0 A 4,000 . - 125 - 1,700 - A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. .n MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT w r- - N COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE g_ '> IV 4,77 O N INSTRUCTIONS: REQUIREMENTS OF THE FLORIDA BLDG. COME. .� Yy 0 N •- r 0 r 0 USE CHARTS AND GRAPHS AS FOLLOWS. - w " 2.000 c - 125 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 (n•, i FOR PARTICULAR OPENING. Engr: JAVAD AHMAO PRODUCT REVISED N STEP USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING 2 o ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CML FLA. P # 70592 C.A.N. 3538 as complying with the Florida Building Code',. Acceptance No i -a' 20.08 • a Ix = Sx = 1 X4 2.0374 1.0187 MULLION 1N1\4 IN\3 Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 2X6 MULLION - APPROVAL. ,-. Expiration Date Z ilii: 20 w m 4,000 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH STEP + ' ' $ v` 11 u 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED By //CA •IW A C MULLION CLIP FOR 2BY TUBE$ IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS 2015 Mian radePraduct I. I •• - drawing no. SEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING 1 3A M95 -13A CGI -395 MORE THAN THEDESIGN 6063-T6 6063-T6 6063-16 LOADS SPECIFIED IN STEP 1 ABOVE. (heel 1 of 51 0 .D N to ..a .i a N LOAD CHART 38- 3/8" MUL, SP AN 1 50-5 /B" GL" 20 m 631 25 1 30 1 i 1 lo-kkabo 35 40 45 50 SS 60 65 70 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART :2x4x1/8 ALUM. TUBE :NO STEEL CGI2X4 56 2 m tsa m U) m MULLION_L€ AQ•LRT•;• lx3x1/8 ALUM. TUBE NO STEEL CGI1X3 • • • • • ', �• ' ' • ' • •.• • • ••• 3823/8"• 74-1/4" • • • . • . • . 11 • • • • • • •• . • . ••• • • • • 44 xvi fin' 84 ' MU _L SPAN . . • • • • •.. •. A..:b -� 50-5/8" N 96 56 61" NUIL SP. —/.9S 108- 74-1/4" 1 120" �.. ,,.. �4 .,., .... .. 75 80 85 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES 63' 74-1/4 84. 108" 96" MUL.. SPAN /8" PIT 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES N .a 0 N ON LOAD CHART 6x1/8 ALUM. TUBE 1 STEEL CGI .. 74-1/4" 44 xvi fin' 84 ' MU _L SPAN lik A..:b -� N 96 —/.9S 108- 1 120" 25 30 35 40 45 S0 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES N MULLION LOAD CHART lx4x1/8 ALUM. TUBE NO STEEL COI1X4 \05(8" 56- 63 m 74- 1/4" MUL _ SP N _ m= • . ; \120` 20 25 30 108" 96" 35 40 45 50 55 TRIBUTARY WIDTH 60 65 70 75 80 85 - INCHES GLAZING PRODUCT VERTICAL MULUON GLAZING PRODUCT z 3� 2 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (w) = W1 + W2 2 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) Engr: JAVAD AHMAD PRODUCT REVISED CIVIL as complying with the Florida FLA. E # 70592 Building Code C.At 538 Acceptance No 15-0420,08 ' Expitation Dale 3 �V'- 2018 f k 2 8 2015 13y Miai Dade Product ‘ui C MULLION ELEVATIONS AND DETAILS CI e? N v) in '0 o• NCr) m ZZ Li- --- in FAX. (305) 593-6592 0 a N NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0 0 0 0 N 0 N 0 0 N 0 0 0 w LL l7 t 0 w C 0 1 a L .o i `9J drawing no. M95 -13A feet 2 of 5 ) ) m N 2 ANCHORS AT MULLION ANCHORS TYPE CCIA2 1 1311 TT 20 25 •30 35 40 46 60 55 60 65 70 76 TRIBUTARY WIDTH - INCHES 2 ANCHORS AT MULLION ENOS B0 06 ANCHORS TYPE BH COIBH2 8-3/ 3' 0-5/ 20 26 30 36 40 45 50 55 60 65 70 75 TRIBUTARY WIDTH - INCHES N M 4 ANCHORS AT MULLIt1N £NDS ••• • • • • • • • • • 20 25 30 35 40 45 60 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES tj a as pi 0 m JO U Hm w m 4 ANCHORS AT MULLION ENOS 8-3/B ANCHORS TYPE BH CGI81i4 3 M L SPAN 4- 4' 4 6 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES CUP ANCHORS GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT 0 W1 CLIP ANCHORS W2 CUP ANCHORS HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE %--GLAZING —, C /' PRODUCT �,: . r \\\\\\\\\ GLAZING PRODUCT t ANCHOR ``` ETAIL 91 GLAZING PRODUCT CUP ANCHORS E0-518- • `11.349 • = • • \ \ • •• • • • \ .r.: • • • ' • • • 63i • U • SPAN • •� • 400 4 ^4-1 • • • • ••• • ••� •• • • •• • • • • • • • • • • • • • el 11111111114111111116... c6- \ 1 ANCHORS TYPE A = CGIA4 ••• • • • • • • • • • 20 25 30 35 40 45 60 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES tj a as pi 0 m JO U Hm w m 4 ANCHORS AT MULLION ENOS 8-3/B ANCHORS TYPE BH CGI81i4 3 M L SPAN 4- 4' 4 6 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES CUP ANCHORS GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT 0 W1 CLIP ANCHORS W2 CUP ANCHORS HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE %--GLAZING —, C /' PRODUCT �,: . r GLAZING PRODUCT t ANCHOR ``` ETAIL 91 GLAZING PRODUCT CUP ANCHORS MULLION SPAN TYPICAL MULLION ARRANGEMENTS W2 2 -9 ••• N ••gi •• • 11 • R' • • ^' u- M • •� • 0 •• z 0m N w 0 Ca M 20 25 30 35 40 45 60 55 60 65 70 75 TRIBUTARY WIDTH - INCHES 2 ANCHORS AT MULLION ENOS 38-3/8' 50-6/8- L SPAN ANCHORS TYPE B C0I62 2 ANCHORS AT MULLION ENOS 80 SS ANCHORS TYPE BF CGIBF2 20 26 30 35 40 45 60 65 60 65 70 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHARTS 76 80 86 .19 N fm7 m m 4 ANCHORS AT MULLION ENDS 63- ULL SPAN B0-5/8- £ 4' c 108 12•' ANCHORS TYPE 8 - COIN CGIB4 /8" 20 25 30 35 40 46 50 56 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS AT MULLION ENOS 20 26 30 8-3 3 - 4-1 1446 4 /8' UL ANCHORS TYPE BF CCIBF4 35 40 45 50 55 60 65 70 TRIBUTARY WIDTH - INCHES 75 90 85 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 5. OLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE OR THRU 1BY WOOD BUCKS INTO CONCRETE • APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BM: APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO MASONRY ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO MASONRY u J Z oZ I- w et 2 ce ow Q V 0 tl o d<Q o 0 • W U I Z to `r Q 6r12 PRODUCT REVISED as colnpiying with the Florftts Bu tg C0(1°15-0420.03 ode {5Acceplanee No am'�C 113 Expiration Date By Miran Dade Product Engr: JAVAD AHMAD CML FLA. PE # 70592 C.I4N. 3538 JUL4 18 2015 rn z 0 AND DETAILS to z O z 0 J C4 0 Lwil (P1 en t j 0 NM Z Z lL O O r U� FAX. (305) 593-6592 0 rn I M O) t!1 O w r 0 .y 0 a 0 to O ti 0 N 0 H w 0 0 z ANCHORS REV. UPDATED TO 2014 MC REV. PER RER COMMENTS to 0 D 0 N 0 0 N N 0 0 4) N 0 In m v • 'e 0 x h . v, L ) drawing no M95 -13A (sheet 3 of tY o c) VI u3 `- (oo c`l r41 J `n +�Z Z3LL u, O 'ra e� o 5a J FAX. (305) 593-6592 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE (, --MULLION -MULLION 2 X 2 X 1/8" ALUM ANGLE — 2-5/8" LONG - r 4/4" 0 ULTRACON . 1/ ANGLE 4• a 0 0 ri 1BY OR 28Y WOOD BUCK • 4 1 4 4 1.500 MAX. z 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MULLION 2 X 2 X 1/8" ALUM ANGLE 0 u� 2.000 MIN. PRECAST CONC' 4 \ SILL ' 4 d ii 4e . # 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 4 4 4. 1/4" DIA. ULTRACON 1/ ANGLE • • ••• • • • ••• •• •• • • • •• •• • • • •• • • • • • • • • • ••• • •• • • • • • • • • 000 • • • • • 2 X 2 X 1/8" ••• ••• ALU1�•F)4C .E• • • • • • • • 41.14 SAO. • • • ••2/ ANAL916166• !� .1/4" 0 ULTRACON 2/ ANGLE t•s_• • • • • 000 • • z • ti - MULLION - MULLION • • • • • 2 X 2 X 1/B" ALUM ANGLE — 2-5/8" LONG - r 4 4 4 4 • oIz 1BY OR 2BY WOOD BUCK 1 0 0 z 1.500 MAX. 4 4 4. 4 °. 4 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1 "X2" TUBE MULL 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE NOTCH WOOD BUCK TO ACCOMODATE • CLIP.. ANGLE TO MASONRY MULLION -MULUON 4 -1/4" 0 ULTRACON 1-3/8" MIN. EMBED 0 2/ ANGLE 0 ri z 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG ° CONCRETE OR NASONRY BLOCKS 0 0 0 ai z 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS Engr: JAVA') AHMAD CML FLA. PE 70592 C,A.N. 3538 UL 2820 PRODUCT REVISED as complying with the Florida Building Code 15 04, Q$ Acceptance No Ex i iration Date By ftptim l Sade Product 1.11. 2018 14. z _ H rn W ryry ry a 0 o o1 M R LL 0 0 ta;E 10 OC gO Q w r2 f LL11.3 s e--;1 J 0 0 Z d in z 0 1. MULLION ELEV 0 to cle L_ MULLION\M95-13A 0 0. U a) LY, r U 0 z UPDATED TO 2014 F3C A 0 • 0 0 0 M 0 N vsi 0 a 0 N 0 O 0 0 w U. 114 6 ol 0 s L .c drawing no. M95 -13A (sheet 4 of 5 3/4" 0 ULTRACON 1/ ANGLE 0IZ rei 1BY OR 2BY WOOD BUCK MULLION .4 • . PRECAST CONC.' n • •a SILL '$•• a 9 4 4 - . 4 44 . NOTCH CUPS TO —MISS MARBLE SILL 7.„7OR TRIM 4 4 4 1 1/4" DIA. ULTRACON 1-3/8" MIN. EMBED 1/ ANGLE • . .•. • . . •.• • •. • • . • .• .• • • . . •. •. . • • • •. • • • . •.• •. • — • •• • •• • • • • • •.. . •• • • • • . MULLION CUP • • • • • • • • • • • •• • • • • • • • • • • • • • ••• ••• ••• .•• . •. . . •...• V -41-71--r—.+--.e • • • I M • • • • • • I I • • • • —MULLION —MULUON • • 4. a • a .1 /4" 0 ULTRACON 2/ ANGLE 4 4 e 0 • 4 0 1BY OR 2BY WOOD• BUCK 4 r -r •4 .4 4 • z SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS MM (MMI, IM MULLION CLIP rP t --MULLION NOTCH' WOOD BUCK . TO ACCOMODATE •CLIQ••.ANGLE TD MASONRY 1/4" 0 ULTRACON 1-3/8" MIN. EMBED •2/ ANGLE 0 0 rfi z 4 ° CONCRETE OR NASONRY BLOCKS Engr: JAVAD AHMAD CML FLA. PE # 70592 5.A.N. 3538 % �UC 2 8 2015 z PRODUCT REVISED as complying with the Flrnida Building Code Acceptance No I • 0420. a P piration Date t �r f& By Miam ade Product Control MULLION\M95-13A C t!) z O 7.1 -J 0 O a L 0 to Q) REV. PER RER COMMENTS >, .0 N O 0 0 v 8 at u drawing no. M95 -13A (sheet 4.10 5j WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • TYPE 'A'— 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KS', Fy=155 K51) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY TYPE 'BF'— 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 K51) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY TYPICAL EDGE DISTANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • •••• •• • •• •• '• • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• ••• ••• ••• • •• • • • •• ••• •• •• • • • • • •• • • • • • ••• •• • • ACCESS HOLE #14 X 1/2" S.M.S. SEE CHART FOR QUANTITIES TUBE MULLION ANCHOR NO. OF CHART SCREWS TYPEA&D 2 TYPE B 3 TYPE C 4 THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 41, . 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION #14 X 3/4 FH SMS 1 PER CLIP AT 1X2 & 1X3 MULLION 2 PER CLIP AT LARGER MULLIONS MULLION 1BY OR 2BY TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION Engr: JAVAD AHMAD CML FLA. PE #70592 C..f.N. 3538 JUL'1 1 201! PRODUCT REVISED as complying with the Florida Ac tCode 15•o42O.OS Acceptance No Expiration Dates Y 2f) e, By Mi ' ' Dade Product Cot tr O W �Q2 Yr 0 p oat ag 0 VQ m o M c4 PciFi E2 Cd l a 4wee J38a-j J Q u61 2 0 c c 0 h 0 Y a 0 y 0 0 a x U 2 UPDATED TO 2014 FBC REV, PER RER COMMENTS a 0 0 0 0 N 0 v 0 5) N n 0 0 c 0 w 0 m 6 x drawing no. M95-1 3A sheet 5 of 5