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WS-19-1155t Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 66 NW 106TH ST, Miami Shores, FL 33150 Contacts Permit NO.: VVS-05-19-1155 Permit Type-Windows/Shutters rk-Classification: Window/Door Reptacernent Permit stags: Approved issue Date.06/07/2019 Parcel Number 1121360050220 Expiration: 12/04/2019 Eleanor Downs Owner FLORIDA SOLAR & AIR INC Contractor 66 106 ALEXANDER MUSTELIER Business: 3054282555 Description: REPLACE 11 WINDOWS AND 7 DOORS Valuation: $ 36,581.00 Inspection Requests: 05-7&-049 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $22.20 DBPR Fee $4.20 DCA Fee $2.80 Education Surcharge $7.40 Scanning Fee $12.00 Technology Fee $7.00 Windows/Shutters Fee $230.00 Total: $335.60 Payments Date Paid Amt Paid Total Fees $335.60 Credit Card 06/07/2019 $285.60 Credit Card 05/21/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT:mortify II the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru and mg. Fut W ermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner Applicant / Contractor / Agent Date June 07, 2019 Page 2 of 2 BUILDING RECEIVED Miami Shores Village MAY 21 L62 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 �-� F BppC 20ti-1 V V J Master Permit NO. (3c—Iq PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 66 NW 106 St City: Miami Shores County: Miami Dade Zip: 3315'0 Folio/Parcel#: 11-2136-005-0220 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Eleanor Downs Phone#: •:` 1 �3 Address: 66 NW 106 St City: Miami Shores State: FL Zip: 33150 Tenant/Lessee Name: Email: e#: CONTRACTOR: Company Name: Florida Solar and Air Phone#: 15(p3 - (_ Address: 11912 Miramar Pkwy City: Miramar State: FL Qualifier Name: Alexander Mustelier Phone#: State Certification or Registration #: CGC1523572 Certificate of Competency #: _ DES Add p: 33025 one#: _State: - Zip: Value of Work for this Permit: $ Jk-P . JO l �5quare/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of work: Replacing 11 windows and 7 doors size for size to impact Specify color of color thru We: Submittal Fee $c Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ DBPR $ ❑ Demolition CO/CC $ Notary Double Fee $ Bond $ +� TOTAL FEE NOW DUE $ 6yT Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... , OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. M Signature OWNER or AGENT The f regoing instru n as acknowledged before me this day of J 20 by 1 <s -personally kno n to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: <`Y"•�•, TIMOTIIYGALLIVAN „ MY COMMISSION # GG 204910 "a oma: EXPIRES: May 12, 2022 Bonded Thru Notary Public Underwriters ######## APPROVED BY (Revised02/24/2014) CONTRACTOR The fgoing instrumen s acknowledged before a this day of i I 20 by ho is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ,,<�Pq.I TIMOTHY GALLIVAN MY COMMISSION # GG 204910 oma= EXPIRES: May 12, 2022 ''FOF F��,"•` Bonddd Thru Notary Public Underv+ bm ## ######################## O r, Plans Examiner Structural Review Ell i11 Zoning Clerk 1,114glitil U I Bit r1it" lu m Detailed Report Property Information Folio: 11 2136-005-0220 Property Address: 66 NW 106 ST Miami Shores, FL 33150- 246 Owner ELEANOR DOWNS Mailing Address 66 NW 106 ST MIAMI SHORES, FL 33150-1246 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,459 Sq.Ft Living Area 1,232 Sq.Ft Adjusted Area 1,340 Sq.Ft Lot Size 9,225 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2018 2017 2016 Land Value $198,007 $198,007 $166,118 Building Value $93,264 $93,264 $93,431 XF Value $474 $480 $486 Market Value $291,745 $291,751 $260,035 Assessed Value $101,799 $99,706 $97,656 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $50,000 Taxable Value 1 $51,799 $49,706 $47,656 School Board $189,946 $192,045 $162,379 Cap Reduction $76,799 $74,706 $72,656 Homestead Exemption $25,000 $25,000 $25,000 Second 1 $51,799 $49,706 $47,656 Regional Exemption Value Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Generated On : 4/10/2019 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $51,799 $49,706 $47,656 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $76,799 $74,706 $72,656 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $51,799 $49,706 $47,656 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $51,799 $49,7061 $47,656 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version Florida Solaref397—��3—�%5-3 �rr, Inc.I Job Num �1/� 11912 Miramar Pkwy. • Miramar.(77) F l o a r o A� CBC058952, CAC1816475 Ph: (877) 310-0310. Fu:; u CO SL 3 o25 : lar &air d CGG13115110017 3EC13004514 www.s/olaraAndair.com ,! Name. D (�-/-N�f— php,to Res: Address: g� City:/'/W Mobil ST: ZED This contract is made and entered into this day . 20/. by and between Florida Solar 6 Air. Inc., a Florida corporation ('FSA'). and owners) named above of the res dence local& at the address listed above ('Buyer or *Owner). viewed hom the inside. DO Work• FSA,a rees to perform the work described as follows: 9 Pe Directions la On sliding puss door active and fixed 1) Remove exustmg units to be replaced (NOTE: Removed items are likely to be damaged.) and panels an Identified On easements and single French doors, the hinge Is Identified 2) Prepare openings as necessary to receive replacement units. as either right hinge or left hinge. on French doors the mon active door Is 3) WINDO S. ❑ CWS Vinyl Insulated O Simonton Vinyl Insulated O Other_ identified. GI TM O ETI O PGT Aluntinum Insulated ❑ CGI O TM O ETI O PGT AIUrti i n Non -Insulated 4) S. Install O TM O CGI O PGT Aluminwz-Ww Iated �M O CGI O PGTAksnimm Nor"Insulated O 011ier Jmpact: ( )Nonimpact: ( Color. W -h te: =Tan: Bronze: _Grey:�mN ,�- other— Grids ther. ,ri s // Double Huna m le�Hu L Casement Picture Wine Yes( ) Nl.$/J- Qty tri➢ v' t>� Qh— oty— Standard _ $tIXil FA Af FA FA AF Sliding Glass Door Single French Doors Double French Doors FA RAAF AAF FAA RH(� ) RH( ) LH( ) Qty_ Qty ay_ Qy oty — Other Qtyj— Fid Geometric Glass: P!!f AK r0 Di W17'e"'7e- HERE ""g 5) Work NOT to be replaced: INITIAL HERE 6) If applicable, removing — shutteena�:, anNar T'� secuiry w� INIiULL HERE 7) Special Instructions: 8) Cleanup job debris and provide necessary permits and insurance. Should! FSA be unable to obtain proper permits (for whatever reason) prior to commencement of any work, FSA shall refund any previous payment and this transaction shall be automatically canceled. 9) Additional Work: (No finish work other than normal installation Is to be done unless noted here) Schedule: Contractor mall use best efforts to commence the work within _days after execution of the Contract (the'Commeruement Date") arta shah endeavor to complete all Work hereunder within _ days alter the Commencement Date. Installation dates cannot be guaranteed as Product(ii) availability may vary. Contract Price: The TOTAL PRICE for all Labor and Materials is $ ! 00 Contract Price i Down Payment (30% down) S 00 Sales Tax (_%) $ Balance Payable $ Total Contract Price $ Customer understands final payment due upon completion. INITIAL. HERE Financing; Circle one. (YES orNO] Owner elects to appy for financing of the above balance payable. 8 yes is circled, an furlong agreentard arta related document. Recelot of Final Payment: After receipt of final payment 1) the Inspection will be coordinated; 2) FSA will send Buyer the Manutachuer's Warranty; 3) FSA will provide Owner a Fatal Waiver and Release Lion and Contradoes Final Affidav4 to Owner. Skubsgrt8a8y similar to the forms in Chapter 713. Florida Statues (2005} BUYER'S RIGHT TO CANCEL: This is a home solicitation saN, and 9 you do not ward the goods or services, you may cancel this agreement by providing written notice to the sellar In person, by telegram, or by mail This notice must Indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign Nle agreement N you cancel this agreement are seller may not keep all or part of any cash down payment See attached notice of cancellation for an IN WITN L REOF, the ��� have..#ad this contact aider seat as of the day and year list above written. FSA By. q� k5gir4ir n o.mFr) i ts�prirur. a ormrn Home Owners Assoclation Name Phone s: YES ( ) NO VJ Building Name; Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowled ement: (5 l 5 15 fifes cs�el�ei� Qualifier/Owner Signature Date Print Name FR E, v� N/Ije�ol t�t� c Eleanor Downs 0 F L 0 R I D A Eleanor e /a, C a Pte' 1-;.q. ate:- i 0 see 0 �',�OolarmAo & air B, CIVMA"- t •• ••• ••• •�•i • ••� • • • • • • • •• •••_ •' Q�7012 * t A'PR's 0 : n .a STAT F AIL r(Do Specially Engineering Consultants, Inc. X61 sPEq Wind Velocdes in South Florida 51599 SW 30 Avenue, Suite #20 ., E ��c Dadc Broward Palm Beach > } Boynton Beach, FL 334328 g a Risk Cat. 1 165 156 156 Low to htunarvs f FL. CA # 009217 �. risk s .chins 5 of Risk Cat. 2 175 170 170 'Ingle Fandl Rtsidtaxs qui S,ay. Risk Cat. 3&4 186 180 180 E.con.l Facilities P = q h (CJCP - G'P i) ntstuctbns and limitations of Use 1 Charts rovide wind pressures based on the mean roof he' M. And shall net exceed 80'-0'. 2 Des n ressures are for an enclosed builindi shutters or other im d resistance protection required). V(mph) 175 1620 FBC for HVH4 or Fig. 26.5-1a 3 User shall determine the mean roof height, Eave height * Roof PeakY2. uCat gory 11 Table 1.5-1, page 2 4 End zone distance is the lessor of 10% o(le th, 10% of width, or 40% of the mean roof height and not less than T-0" Exposure C Section 26.7 5 If 50% of a component is in a rticular zone then that com nent is considered to be in zone whh the maor of the area. If questionable then lace in Zone 5 Kd 085 Table 26.6-1, page 250 6 Each component, window, door, mullion has a tribute area that b area to be used. Area of co vents to rounded down but shall not be less than 10 at. Kn 1 Figure 26.8-1, page 252 7 For NOA's that re zine a Kd=1.0 then multiply the values listed herein b 1.18. GCpi 0.18 -0.18 0.55 8 Wind pressures are based on Allowable stress design. pitchoft. 3/12 14.0 degree 9 Des n ressures listed herein are valid for E sures B and C and exposure D. mex roof he' ht 30' theta 14.0 degrees 10 Charts and values listed herein are onl valid when signed, dated, and sealed b Ga McDo le, PE #56214 or Mark LeBlanc PE #35883 or Adam D. LeBlanc, PE#77012 11 Wind des' n ressures are calculated in accordance with ASCE 7-10, Method 2. This calculation is vaild for FBC 2014 5th ed Rion and 2017 8th edabn 12 No reduction is taken for slopes less than 10 degrees Arca ofcom vent Armofomn nent Armofco nae Arra Sf nent Armofcom ncat Arca ofcom nae Arm ofcom Arcat ncal Arca ofcom nent Arworeom cat Arm ofeom nun 10.0 sf 15.0 sf - 20.0 sf 25.0 sf 30.0 sf 35.0 sf 40.0 sf 45.0 sf 50.0 sf 55.0 sf 60.0 sf Mean Roof Hc' t Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 • 35.0 15 -43.4 -53.6 42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -05.2 -38.6 -44.5 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 4.0 -54.4 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 -41.1 -08.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -41.3 -48.8 -40.8 -48.0 -40.4 -47.2 -40.0 46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 -40.5 -47.0 -40.1 -06.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 -42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 -48.3 -41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 43.1 -51.3 -42.7 1 -50.5 -42.3 -49.7 -41.8 -48.9 -41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -03.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 -48.5 -41.4 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 -47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 1 -42.7 -49.9 -42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 1 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 1 -52.8 -44.0 -52.0 -43.5 -51.2 43.1 -50.3 -42.6 -49.5 -42.2 -48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 46.2 1 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 1 -59.7 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 45.9 1 -54.6 -45.5 -53.8 -45.0 -52.9 44.6 1 -52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 • 40.8 40.8• • 4�4 • •40.4 39.9 39.9 28 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.3 -55.1 -45.8 -54.2 -45.4 -53.3 • -44.9 -5P4• • -44.4 • •-51e -44.0 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 •41.1 1.1• • 4 7 • •40.�,t3 +"db'f 11 II1P,0.2 29 -49.9 -61.6 48.5 -59.0 -48.0 -58.1 -47.6 -57.2 -47.1 -56.3 -46.6 -55.5 -46.2 -54.6 -45.7 -53.7 • -45!• -5P8# •44.8 • �5552�. -A -5 'F,, 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 0.9 �� , 0.9 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -0 Qe� :12 •4Q.5 .3•• ' •• ••• ••• •�•i • ••� • • • • • • • •• •••_ •' Q�7012 * t A'PR's 0 : n .a STAT F AIL Home Owner jEleanor Downs Address 66 NW 106 st Miami Shores Village Date 05/21/19 MARK Window/Door SGD, mull WIDTH (in) HEIGHT (in) Window/door replaced? (y/n) Product Approval # Allowable pressure see NOA + sf - psf Shutter required? (y/n) Product rated for impact? (y/n) Location of opening 1 SFD 37. 81. y 17-1226.05 70 70 n y Entry 2 SH 37. 50.625 y 17-1018.08 75 75 n y Living room 3 SGD 76.5 99.5 y 17-1218.20 60 60 n y Gara e 4 SFD 31.5 80. y 17-1226.05 80 80 n y Kitchen 5 SH 37. 38.375 y 17-1018.08 75 75 n y Kitchen 6 HR 74. 50.625 y 17-0918.09 65 65 n y Family room 7 SFD 39.5 82. y 17-1226.05 70 70 n y Family room 8 4 SGD 147. 83. y 17-1218.20 60 60 n y Family room 9 HR 74. 50. y 17-0918.09 65 65 n y Family room 9a Mull 1 x 4 50. y 17-0630.11 170 170 n y Family room 10 HR 74. 50. y 17-0918.09 65 65 n y lFamilyroom 11 SH 19. 38.375 y 17-1018.09 75 75 n y jBath 12 SH 37. 50.625 y 17-1018.08 75 75 n y 113edroom 1 Meets Egress 13 SH 37. 50.625 y 17-1018.08 75 75 n y Bedroom 1 Meets Egress 14 SH 37. 50.625 y 17-1018.08 75 75 n y Bedroom 2 Meets Egress 15 SH 37. 50.625 y 17-1018.08 75 75 n y Bedroom 2 Meets Egress 16 6PD 39. 82. y 16472.1 66 66 n y Garage 17 y n 18 y n 19 y n 20 y n 21 y n 22 y n 23 y n 24 y n 25 y n DownsTemplate Ledger.xls M IAM I•DADE MIAMI-DADE COUNTY Me 11151 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD IN1STI; A"TION DIVISION T (786) 315-2590 F (786) 315-2599 _ ICE OF AC _ T_ANCE (NOA) www.miamidad,e.gov/economy CGI Windows and Doors, In u _ 10100 NW 25" Street I+L 33172E:is NOA is being issued under the applicable rules and regulations governing'tif$ trSe of cbnstfiction••••,Miami, ate ls. The documentation submitted has been reviewed and accepted by Miami-IMde County RER-:....; Product Control Section to be used in Miami Dade County and other areas where allowed by tFieAuthorityo • .... . .. ..... Having Jurisdiction (AHJ). • ...... . . ..... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Vtygtty Proobtf Control• • • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Qvji y) 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 rpstilr%oand the A)'IJ may:... immediately revoke, modify, or suspend the use of such product or material within their jurisdttuhf.. RER• • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prodddt'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 ode, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W.10-03, titled "Series Sentinel 110 lum. S.H. Wdw. M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29 7, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufactur 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. TERNnNATION 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 reques wilding O.fficia . This NOA revises NOA# 15-0512.10 and consists of this page l and idence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P NOA No. 17-1018.08 MIAMbDADE COUNTY r Expiration Date: September 22, 2020 ® ` IIS Approval Date: December 21, 2017 Page I CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. *00000 (Submitted under NOA No.10-0510.11) • • • • 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 0.4J1 j:) 5, prepare d by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.... .. 0000 .. B. TESTS •••••• • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading ptrTiTt TAS' YV-094 2) Large Missile Impact Test per FBC, TAS 2(Cl'M': • 3) Cyclic Wind Pressure Loading per FBC, TAr 2Q*_94 • • • • along with marked -up drawings and installation diagram of a se'riGS 7500 PUC.fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and SupesWeere 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) Unifonn Static Air Pressure Test, Loading per FPC. 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, I)urascalck) and Super Spacer(V 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 CTAS 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 23 8 aluminum. fixed window, to qualify DuPont "Butacite" PVB interlayer. Durascal(') and Super Spacer( -R) insulating glass spacer, prepared by Certified Test Laboratories, West 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 FF3C T.%S 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, 'I'AS 202-9-1 along with marked -up drawings and installation diagram of a series "Scn'inel" aluminum single hung window, prepared by Hurricane Test Laboratory. ;_.LC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed b.y V'. i J. Abraham, P.E. (Submitted under NOA No.10-0510.11) Product t_ orntrol Exa finer ,No \ No. 1.018.08 Expiration Date: S, 2020 Approval Date: Dec 1 cr 21, 2017 E-1 0000.. 0000.. 0000.. 0000. 0000. ...... 0 .000:0 00.00. CGT Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBibIITTEl) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying 'o 11i 1 f C -;m Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, s112 .•.'rT(I. sealed by Javad Ahmad, P.E.• 0000 .. . . 000 0000.. .. (Submitted under NOA No.14-0915.06) . • 2. Glazing complies with ASTM E1300-09 *Goes* . 000000 0 D. QUALITY ASSURANCE *Go* • • 1. Miami -Dade .Department of Regulatory and Economic Resourct%(Ry' T, j :...:. E. MATERIAL CERTIFICATIONS :': 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,. c. r "SentryGlasg (Clear and White) Glass Interlayers" dated OS; 5/1:. c .; r iqg on 07/04/18. 0000 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 12/1 I / i 6. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Coo rl,iny (MA) for their "Saflex CP — Saflex and Saflex HP Composite Class Inter' with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman. Chemical 0, t .+ly (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/j'9/14, . i ring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511' Edition (2"' •' • { of no financial interest, dated 08/26/14, issued by Al-Farooq CorpornLlon, s. .1 sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0.10.1-10, by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and s;, led by Vinu J. Abraham, P.F. (Submitted under NO4 No. 10-0510. 11) 3. Test Proposal for the qualification of Butacite0 PVB glass -)!,.t as well as Duraseal® and Super Spacer® Standard warm -edge 11cx1b1c „ .g glass spacers, dated December 16, 2014, issued by RER, Product Control S� igned by Jaime Gascon, Supervisor. 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. .0000. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & '_)()ors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.T. appro, t r -1 02/05/15 and expiring on 09/22/20. E-2 P.E. Product l xaminer NC: 17-1018.08 Expiration Date: Sct•,' iiher 22, 2020 Approval D i te: D, t•, ., her 21, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. �L.'.' ." �'I'>A)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated G� f",�9/;�, : ; je%by �•�,�� Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. 1-0, :..... ' .. . ...... B. TESTS •••• •• 1. None •••• •• ••••• C. CALCULATIONS " • • • • • • • • 1. Anchor verification calculations and structural analysis, cornpl iii20pt!* ` f<' Edition (2017), dated 09/29/17, prepared by Al-Faroo Cor por •• t io • -; • • sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RI i E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray An,(2rica, Ir. ;heir "SentryGlas© (Clear and White) Glass Interlayers" dated 06/25/1 �i on 07/04/18. 2. Notice of Acceptance No. 16-11.17.01. issued to Kuraray America, In -. their "Trosifol@ Ultraclear, Clear and Color PVB GIass Interlayers" d; + /19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical C uv (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interl:+r lith PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical (. .".y (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09.!07/17.. on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Editiofi (20141; F13C 6th Edition (2017), and of no financial interest, dated September 14, 2017, is I- Farooq Corporation, signed and sealed by Javad Ahmad P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windo-,vs ,_,�,,. Do Series "Sentinel 110" Aluminum Single Hung Window - LAI J., apir- 08/06/15 and expiring on 09/22/20. l ,rr r Product t NC Expiration mate: w Approv::! Dal-: E-3 :c it Li c P.E. w miner 1018.08 2 2, 2020 er 21, 2017 53 1/8" FLANGE WIDTH 47 7/16- D.L.O. (FIX. LITE) 20 9/16' ** MAX. � 'p lF. C — u I z - i11 52 1/8' BUCK WIDTH I 47 7/16' FALSE MUNTINS D.L.O. (FIX. LITE) FALSE MUNTINS (SURFACE APPLIED)`(SURFACE APPLIED) OPTIONAL 5 1/2' MAX. 20M9/16" ** / OPTIONAL HEAD/SILL --REPO/SILL CORNERS � 1 I 'T I! II i J � II II ,.1iI II II T �vl n i -I D1 6 11 I I l i O to B I: a it U I n i n 1� II _ /_ me n O -__--I. A aIN 11 31� C11. _ - II I� II 1 47 7/16" 47 7/16" C.1-0- (VENT) Imo D.LO. (VENT) ciao 50 1/4' 50 1/4' VENT WIDTH r VENT WIDTH ^i rLANGF f FLANGE ADAPTOR FRAME EQUAL LEG FRAME SERIES SEN'PINF.L 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LCA', RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHCWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. 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 EN' DESIGNED AND TESTED TO COMPLY WITH THE -'�`�AENTS OL --. (5TH EDITION)/2017 (6TH EDITION) FLORIDA -,C . VEL—Y t".RRICANE 71"- ir.2). 16Y OR 26Y b' �__.:S do BUCK FASTENERS BY OTHERS, VUSI BE DESIGNED AND INSTALLED ADEOUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE PNC.CRS SHALL BE S•^ R M I TA, SPACED AS SHOWN ON D=N "ES .N .. R „-'S Iv ^N5-ECIFIED 4_EDVENT T ASE !P ., WjOD ONLY. OISSIMILAn M,. - REQUIrc 4'/2017 FLORIDA BLDG. ACIOPTED STANDARDS. THIS o - / RIC AND DOES t IN ORMATION NA1Ln INr,LI.kAfION RESISTANCE c CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" 52 1/8' 47 7/16- 20 9/16' ** 5 1/2' MAX. I MAX, HEAD/SILL 1 1 1 �� HFAO/SILL I5 V II II n s n I' ci II I 1 _- 'I 1 C1 :I D n I 11 • IJ o 52 1/8' BUCK WIDTH I 47 7/16' FALSE MUNTINS D.L.O. (FIX. LITE) FALSE MUNTINS (SURFACE APPLIED)`(SURFACE APPLIED) OPTIONAL 5 1/2' MAX. 20M9/16" ** / OPTIONAL HEAD/SILL --REPO/SILL CORNERS � 1 I 'T I! II i J � II II ,.1iI II II T �vl n i -I D1 6 11 I I l i O to B I: a it U I n i n 1� II _ /_ me n O -__--I. A aIN 11 31� C11. _ - II I� II 1 47 7/16" 47 7/16" C.1-0- (VENT) Imo D.LO. (VENT) ciao 50 1/4' 50 1/4' VENT WIDTH r VENT WIDTH ^i rLANGF f FLANGE ADAPTOR FRAME EQUAL LEG FRAME SERIES SEN'PINF.L 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LCA', RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHCWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. 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 EN' DESIGNED AND TESTED TO COMPLY WITH THE -'�`�AENTS OL --. (5TH EDITION)/2017 (6TH EDITION) FLORIDA -,C . VEL—Y t".RRICANE 71"- ir.2). 16Y OR 26Y b' �__.:S do BUCK FASTENERS BY OTHERS, VUSI BE DESIGNED AND INSTALLED ADEOUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE PNC.CRS SHALL BE S•^ R M I TA, SPACED AS SHOWN ON D=N "ES .N .. R „-'S Iv ^N5-ECIFIED 4_EDVENT T ASE !P ., WjOD ONLY. OISSIMILAn M,. - REQUIrc 4'/2017 FLORIDA BLDG. ACIOPTED STANDARDS. THIS o - / RIC AND DOES t IN ORMATION NA1Ln INr,LI.kAfION RESISTANCE c CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" 52 1/8' 47 7/16- 20 9/16' ** 5 1/2' MAX. I MAX, HEAD/SILL 1 1 1 �� HFAO/SILL � I5 V II II __- II o • • • ••• 11 • IJ o SII I � I5 V I 1 nIW nl __- II • • • • ••• • • FALSE MUNTINS (SURFACE APPLIED) OPTIONAL TYPICAL ELEVATION 47 7/16" ---.-- Ii D.LO. (VENT) ^i 50 1/4' -_. VENT WIDTH FIN FRAME LAMINATED GLASS T ^G F•LAM. GLASS •• ••• • • • •' • `SSILE IMPACT • • • • • • �•'e•L VISSILE IMPACT o •!Is ldi gCod Ailg the • • • I / . • • fi iIdmg Codd • • 1 - — • • •• •• • • •� `4`� W10 -03i V - ••• • • • • ••• • • • • • • • • • • • • ••• •• • • • •• •• ••• • • • ••• • • ECUAL LIT=S Tr_ _ ARE .._. _RAiORY STATEMENT OCFw5-GEC 219 I DESIGN LOAD CAPACITY - PSP I FLANGE DIPS. I BUCK DIMS.IMAX-TOP UTEIGIASS TYPES 'A'A'AI' GLASS TYPES '8'&'B7' 2B -i/2" 25-1/2" 70-5/B' 75.0 75.a" -8N3 _80.0 85.0 31' 30" 63-5/8' 75.0 75.0 60.0 .711 33• I a.1 32' B4' 60' 75.0 75.0 BD.D 85.0 37' I 36" 5}7/2' 75.0 75.0 80.0 85.0 43' i 42" 45-1/4" 1 75.0 75.0 1 80.0 1 850 Y TY' BUCK DIMS )i' TYP. EQUAL IPTES WIND0 DESIGN LOAD CAP - PSP siJ FLANGE DWS, BUCK DWS. GLASS TYPBS'A.VAI' G TYPES'B'A'BI' I I EQUAL LEG FRAME WIDTH HEIGHT .(+) IM.(-) T*/ 18-i/e" 25-1/2' 36• 48" S2-1 /8" 25' 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' i 38-3/8' I 18-1/8' 25-1/2' 36' 48' 52-1/8• 37-3/8' 1 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_ _ 75.0 75.0 80.0 _ _85.0 85.0 19-1/8" 26-1/2 37' 49' 53-1/8' S0 -5/B' 18-1/8" 25-1/2' 36' 48" 52-1/8' 149-5/8" I 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" 63' 18-1/8" 25-1/2" 36' 46' 52-1/e" i 62' 75.0 75.0 80.0 85.0 _ 75.0 75.0 80.0 - --85.0 75.0 ! 75.00 75.0 75.0 80.0 _ 75.0 75.0 80.0 _I _ 85.0 j 85.0 19-:/B• 26-I/2" 37 a9' 53-1/B" 76' 18-1/8' 25-1/<<' 36" 48• 52-1/6• I 75' 75.01 75.0 75.0 75.0 80.0 80.0 85.0 1 85.0 75.0 I 75.0 80.0 B5D 75.0 75.0 80.0 75.0 75.0 80.0 85.0 j SSG 26-1/2'75.0 37' 46-12" 85' i 36' 1/2 84' j I 75.0 75.0 80.0 85.0 75.0 75.0 80.0 _x_85.0 75.0 75.0 80.0 -75.0-- -75.0 BO.0 85.0 85A ECUAL LIT=S Tr_ _ ARE .._. _RAiORY STATEMENT OCFw5-GEC 219 I DESIGN LOAD CAPACITY - PSP I FLANGE DIPS. I BUCK DIMS.IMAX-TOP UTEIGIASS TYPES 'A'A'AI' GLASS TYPES '8'&'B7' 2B -i/2" 25-1/2" 70-5/B' 75.0 75.a" -8N3 _80.0 85.0 31' 30" 63-5/8' 75.0 75.0 60.0 .711 33• I a.1 32' B4' 60' 75.0 75.0 BD.D 85.0 37' I 36" 5}7/2' 75.0 75.0 80.0 85.0 43' i 42" 45-1/4" 1 75.0 75.0 1 80.0 1 850 Y TY' BUCK DIMS )i' TYP. FLANGE FRAME siJ 1 FLANGE DIMS _ BUCK DIMS I I EQUAL LEG FRAME BUCK DIMS q FIN FRAME _"'S: A' UNEQUAL LITES (ORIEL TYPE) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r P1rr�1„ _ • • •• •• • �•- • • �, YOU-.; JI ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /8' .075" Interlayer Saflex CP With PET Care By 'Eastman Chemical Co.' OR 090' Interlayer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By Kuraray America, Inc.' OR 090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' r-1/8' ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 MS AT 1/4 POINTS ON LITES WIDER THAN 3E" GLASS TYPE 'A' Ci" OVERALL IAM. GLASS I & S.M.I.) i/8" ANN. G 11 .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastmen Chemical Co.' OR 1/4" AIR SPACE- ,090" Interlayer } SentryGlas 1By Kuraray America, Inc.' /6" ANN. GLASS OR Intedayer \ \\ Trosifol PJB 1 8y 'Kuraray America, Inc.' 1 -1/8" ANN. GLASS SILICONE rn \ \ I GE 1200 DOW CORNING 899 DOW .,..RM1,u �L �--� XL EDGE SPACES ._i. {... ST STEEL BY .a. L % �A Y X w UAII f� / Sure SYALLk b1 JuANL, M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' /8' HEAT STREWD GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Interlayer 1 Saflex Clear And Color Glass 'Eastman Chemical Co.' OR 1 .090" Interlayer 1SentryGlas 1 ` By Kuraray America. Inc.' 1 OR ` 090' Intedayer 1 ; Trosifol PVB ` By 'Kuraray America, Inc.' 1 `I r-1/8" HEAT STREWD GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 C z �6 SFC M< AT 1/4 POINTS ON UTES La WInFR THAN .AS' GLASS TYPE 'H' 5/16" OVERALL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREWD GLASS - 0.70 OVERALL INSUL LAM. GLASS (L.M.I ONLY) (S.H T . ) i SLA; L MISSILE IMPACT RATING EXTERIOR PLY CF G:A.33 TYPE 'Al' & '61' MUST BE TEMPERED. 1/8" HEAT STREWD GLASS .075" Interlayer Saflex CP Witn PET Core By 'Eastman Chemical Co.' OR .090" lnterlcyer Soflex Clear And Color Glass I, By 'Eastman Chemical Co.' OR 'I .090" Interlayer SentryGlas l By 'Kuraray America, Inc' OR I .090' Interlayer Trosifol PVB 1 + By 'Kuraray America, Inc.' r-1/8' HEAT STREN'D GLASS m \ SILICONE rn GE DOW CORNING 899 DOW Ca ORNING .. XL EDGE SPACER F-� € ST STEEL BY CARDINAL' C V �� -1'T7� U:JS�L 'AN=X' _.. F W �Ai i/e POINT; ALL SIZES GLASS TYPE '131' 0.70' OVERALL INSUL. LAM. GLASS "ROINIIt"R SIsEp. ••• » ou"'plying 'Lth dit ••• Btte Building Co • • •�praduroT� "� ! • • • • F �� D�Re �L Tq• • • • • �,�/% • �\�1t 111171/// • \ FJi A,i,.nsA�O • :�, ate• • 00 �� 00 •• ••• ••• ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u i t,V 1 11,—U.3 IBY I WOOD BUCK \i C. O TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE. DIST. - -a ' Z TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME FOR SPACING FF____________ MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS 1 SEE SEPARATE NOA II I EDGE DISE. I II \TYPICAL ANCHORS SEE ELEV. FOR SPACWG 0 1 Z n r J O Z m 4 a Q f 2 H a G: O 11.pp,j 0 O W c0'/�... SIU a " O t O�y�LL voW� OaaF< O N W C C Q 10, c LL Z1qF� I; 1J o°ma J z 3/e" FAIN. —1 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WD'--' Q w m F «- ••• • • • • ••• • • • • • • • • • • • • 4, • • • ••• • • TY V T A NiGE & FLAN GE ADAPTOR FRAME 1/4" MAX. BUCK WIDTH 1/4` MAX. --SHIMS--- ; 'r'-'----- --- ---------------------- '--- sr.IMs TYPICAL ANCHORS SEE ELEV. FOR SPACING 1\\ c 1BY--,- WOOD BUCKS a a Ei MIAMI-DADE COUNTY APPROVED MULLKIN f-& MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH F- I i 1 1 I I I 1 L --J p14 X 1' FH. SMS. ANCHORS Y. ACING BUCKS :AL ANCHORS ELEV. SPACING FLANGE ADAPTOR FRAME 1/2 ..-_. _ Ir. I -' CATION DETAILS SHOWN ON PAGES a v T 1 -q.11011= AND � FLAAGE ADAPTOR FRAM -S. • ✓RT•on Da! t�� •` P�''i�i No. 7PM A • • ai • • • • • •• • •�� A7E OF <(� • • • • • • • Or.,.• , • • • • • • •% a+ ..i ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • z y h OF 2 W Qf Zm N a. a m O W�`" rm, U 0>m OCam8 OCO O -a N aL, O I 0 m C Q W 0 LL LL W tf O J00< Q wmi 0 a O_ tf] JUU s drawing no. W10-03 TYPICAL ANCHORS SEE ELEV. FOR SPACING SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL EDGE Df °^ °. 1BY WOOD DUCK TYPICAL ANCHORS SEEELEV. FOR SPACING 1/4' MAX. _ BUCK WIDTH EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8' MIN. 3/E.. �_ WHEN USED THE MIN. WOOD BUCK i DEPTH SHALL BE 2%'• THE USE OF DEEPER OR BEVELED WOODBUCKS IS T1P.I;AL ANCHORS - PERMITTED. SEE ELEV. FOR SPACING \ TYPICAL ANCHORS " \ TYPICAL ANCHORS \--SEE ELEV. -SEE ELEV. FOR SPACING FOR SPACING MIAMI -RADE COUNTY _APPROVED MULLION 1 do MULLION ANCHORS SEE SEPARATE NCA �I lY%C<._ _ -I ��°°-hI III 90 0 E><9i�tbn �jj• • • `•� PTY^°:.... ♦' ' �., i .. VOENS•F '•• Miami „& Product = No • • ,A` •• • • • • • • • • • • :• hOF !(/� drawing no. • • • • • 0ORID�•.: • �� yy 10-03 ♦♦♦\�:3dyALE���� sheer t R ofd ••• Y EQUAL LEG FRAME • • TYPICAL ANCHORS SEE ELEV. • • m f-r________________l ' I MWMI-DADE COUNtt APPROVED 1 FOR SPACING g EDGE 1 MULLION h MULLION ANCHORS I o � 1 i N II SEE SEPARATE NOA II EDGE DIST. • • • • • • • •• TYPICAL ANCHORS SEEELEV. FOR SPACING 1/4' MAX. _ BUCK WIDTH EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8' MIN. 3/E.. �_ WHEN USED THE MIN. WOOD BUCK i DEPTH SHALL BE 2%'• THE USE OF DEEPER OR BEVELED WOODBUCKS IS T1P.I;AL ANCHORS - PERMITTED. SEE ELEV. FOR SPACING \ TYPICAL ANCHORS " \ TYPICAL ANCHORS \--SEE ELEV. -SEE ELEV. FOR SPACING FOR SPACING MIAMI -RADE COUNTY _APPROVED MULLION 1 do MULLION ANCHORS SEE SEPARATE NCA �I lY%C<._ _ -I ��°°-hI III 90 0 E><9i�tbn �jj• • • `•� PTY^°:.... ♦' ' �., i .. VOENS•F '•• Miami „& Product = No • • ,A` •• • • • • • • • • • • :• hOF !(/� drawing no. • • • • • 0ORID�•.: • �� yy 10-03 ♦♦♦\�:3dyALE���� sheer t R ofd ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATIVE OTLS. ONLY EM. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI A2 TYPICAL ANCHORS SEE ELEV. FOR SPACING _0111�—STEEP IF11 I LOCK �II(� SWEEP AL 0 EGRESS LOCK n -r, T AT SILL WOOD STRUCTURE NOT BY CGI HOUSE WRAP X NOT BY CGI f i S� % IF1 CHORS . FOR SPACING 1/4" MAX. FIV FRAME TYPICAI. AP CHQI S: SEE ELEV. FOR SPACING #8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD ?RTOR •• ••• • • • • • •• I45u No. 2 • • ., • • 40 4b 0 Y • • • *• 16 47 • TATE OF :•{(�� drawing no. 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ean Exp ra ce `", 1 'g. •' '6E.�1SF • , ' f.1Me n .70592 If AW • • • • • �'•' ' • �`� l TATE OF r drawing no. • • • • • • •.._ civ: ' •••• sal. , i I ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1. 145 _ .811 j 2.505 �- 8 1 1.245 -_�. _ ..065 r 1.550 1.680 I , Z O HwTYProla 2 a. .745 .063 ' .745 _ .C65 Typ- / j. f n Q a e N 0 1.015 f- E� FLANGE FRAME HEAD 1.015 E7 FLUSH FRAME HEAD NAIL FIN ADAPTER + I C1 O N r ci p t,i .V Q IL p Q Nil 7.583 1.583- ;-007 .065 TYF.t13 I t w 3.675 I 1 a29 II i .065 1 T"P. I 3.175 1.429 1 imcw75 VENT TCP CORNER RZp � N� o 1 0 m M. IIQy p C--'--- II =1 I �- -: .065 2.113 TVP. 1.368 1.C15 j 1 .500 1.220 -• i J N t.000 1500 a 2.505 - 2.505----. MEETING RAIL FRAME TOP CORNER ! o o _ 6EJ FLANGE FRAME SIL' FLUSH FRAME SILL --1.220 1.043 II 1.788 ' ¢ I p p O w 4 p w ~ fit C p N .500 1.301 1.301 _..065 065 ,� 2.440 �( I .065 2.440 -�. i.015 52 j Z !n I(1 n � p 3 M N O - R 1.0115 --..745 1.015 . 745 O LOCK RAIL FRAME BOTTOM CORNER I VENT BOTTOM CORNER wi w f O- U -2. 2.195 2.846 2.346 r w m 3 FLANGE FRAME JAYS ES FLUSH FRAME JAMB Lj 1 I.H92 1.043 l4 �l o € Q o .490 �---1 I I .120 � r -.-1- �- J / .� M3 FLUSH FRAME COVER SCREW COVER i 45 L._ 550 v SASH RAIL I E 00 FLANGE ADAPTOR %o N� •• ••• v• ••• I• i I,j e ; LC c • • •• • •• • •"• ,���P,�;nf Oft r��� Iwio 03 drewing no. • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION PTANCE OA CGI WINDOWS and DO , INC. 10100 NW 25 Street Miami, FL 33172 SCOPE: • • -This. NOA-is ' ' sued under the applicable rules and regulations governing the use of corttakt4m matgrials.The • � • documentation submitted has been reviewed and accepted by Miami -Dade County RER-ProdwoUCentrol %wliA to ***a:* be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdicli *AHJ). • a • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyrR1t1bgt Cotj 91 Sgction • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve Ut right to Ifake this product or material tested for quality assurance purposes. If this product or material fails to-�&Ioikn in Cs•aoaepted * * * *: manner, the manufacturer will incur the expense of such testing and the AHJ may immedi�' I qly* evoke, mgdify, or • • suspend the use of such product or material within their jurisdiction. RER reserves the Tioht to .revoke this....;. acceptance, if it is determined by Miami -Dade County Product Control Section that this prQduct.or mattfiV Mils 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 Coele� including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Slidin ass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1.. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. For Doors w/ corners, see limitation note 4, below. 3. Max shim not to exceed %2" at Head/jambs &'/2" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Units containing 90° & 135° exterior corners must be limited to Max Dp= +/-60 PSF. See sheet 22 for anchor layout. 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 NOA # 17-1011.18 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 7\6 NOA No. 17-1218.20 ition Date: September 22, 2020 Approval Date: April 12, 2018 Page 1 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revisdd'on 01/11/16, signed and sealed by Javad Ahmad, P. E. .. 0000 B. TESTS 0000.. .. 0000.. 0000.. 000 .. 0 0 1. Test reports on: 1) Air Infiltration Test per FBC TAS 202-940000 .. 0 • • • • • • 2) Uniform Static Air Pressure Test, Loading per FAC. TAS 201,94. 0 0 0 0. 3 Water Resistance Test per FBC TAS 202-94 0 0000.. . . 000 p 000000.. 4) Small Missile Impact Test per FBC, TAS 201-94' 5) Cyclic Wind Pressure Loading per FBC, TAS 20i—ow: 6) Forced Entry Test, per FBC, TAS 202-94 : •"" along with marked—up drawings and installation diagram of 8 -panel, Alum SNG£f w/ Pocket -i-& 1350-0. 0 0 0 0 and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-45(-18'tlated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file #15- 0619.06) 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, TAS 202-94 along with marked—up drawings and installation diagram of 6 -panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA -3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 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 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed & seal d by Ram sh Patel, P. E. shaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-1 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 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 • • • • • • • • • .. 6666 4) Large Missile Impact Test per FBC, TAS 201-94 6666.. : 6 0 0.: 6 5) Cyclic Wind Pressure Loading per FBC, TAS 203*94 0 • 6666.. 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-04 • •. ; • 6 •. • along with marked -up drawings and installation diagram of Alum SGD, preAVed by H6urricane test 6 • • • Laboratory, LLC, Test Report No. HTL-0080-1208490, dated July 30, 2Qj6:;&g ed jimi4ealed by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05)...... .' along with marked -up drawings and installation diagram of Alum. SGD (* prepared py6 ; . • • • • • Architectural Testing, Inc., Test Report No. ATI -C0733.03-450-18, dated:O 81VW 12, signed and : 6 6 6 6 : sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /412-0$11.16). : .;,, • 0 0 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test report. haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-2 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 0000 1. This NOA revises NOA # 15-0619.06, expiring on Sep. 22, 2020. . . • 0000 0 00 000000 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Y*4ay Apeki Inc., as well as Durasea1V and Super Spacer® Standard warm -edge flexible tgsttlating glass • 0.0.0 spacers, dated December 16, 2014, issued by RER, Product Control SecfEi 'signed by 7aime Gascon P.E. • 0000 .. 0000. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda,.P.E. r 0 0 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB24, 4014, signed by • • • •; • Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed:15�7dime D. Ghscon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-mail tei$ proposal ja4eJ 07-19; 0 ; 2010, approved by BCCO. 0000 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6th edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA # 17-1011.18, expiring 09/22/2020. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-3 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 2BY WOOD BUCKS & DUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND "STALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.a. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. +ae�DDcriu:vroo "'cwrrne� �A6 CK `lia e•iAe,L 4C� 20 LAMINATED GLASS AND ^` • G O n o INSTRUCTIONS: f • • • • • • • • • "Nr� * WMMATING GLASS USE CHARTS AS FOLLOWS. • • • Is1RSEfSMALL MISSILE IMPACT r° _ STEP 1 DETERMINE DESIGNWAND LOAD REQUIREMENT BASED • • • • 0.0 • IN • • • ON WD VELOCITY, BLDG. HEIGHT, WIND ZONE • • • • • • • • • • • • ``II11111111/j i USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 ��{} (� Y, �/�Lf6 :` y• n FOR THE GLASS TYPE AND REINFORCING TO USE. •f ••• •i'I Ti Y•LUIq • '�, ••��pp ' E I� STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION • • • • • • o I WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • • • • • • _ �_ l" IN STEP 1 ABOVE. • • • • • • • • ✓•r draw's no. STEP 4 THE LOWEST VALUE RESULTING FROM • • • • • • • • • p}�N STA7EDF y[(�� 9 SHAH APPLY TO ENTIRE SYSTEM. �� 2 AND 3 • • • • • • • : `S.. A20131Op.��\ ` W10-31 10-31 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 13/16" MIN. m 3 TRACK JAMB ANCHORS 6" 3 (8) ANCHORS CLUSTER SHOWN rc {�Uv • _ _ -- .... 6' f REYISBO n l>: MAX. TAP. SILL ANCHORS r��lq •ifY Ile liriA 6MMn• CoA wl h z jJAX�— 282 13/16' MAX.HEAD AoetpWer Ne f7^1Z% •Zd s*t"" Drte 3 TRACK ANCHORS tt n q DOOR FRAME WIDTH 48 1/8' ANCHORS IN PAIRS AT MEAD/51 LL/JAMBS HEAD ANCHORS 14" MAX. 2. 3 OR 4 PAIRS HEAD/SILL a z 4 n m. O N ` ,. a NOM. PANEL WIDTH AT 3T O.C.NDS SEE SHEET 15 6 MAX UNTIN IONAL /{ tr E� - / I SEE CHART ON SHEET 15 I FOR CAPACITY HEAD/SILL �4 CORNERS__ O G N V pj e~I } �• a 0,0 ¢ o Q 0.0D _ OPENING •••,, • • • • s D.L: HEIHT DOOR FRAME HEIGHT - 9 11/tli-• • : • : • •. • • • •' q. •� STATE+ i i' • O... \�� D.L.O. WIDTH =NOM. PANEL WIDTH - 8' S PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16' ��rr""mill"I"'� C d� sheet 2 of 28 Fq[i REINFORCING AT INTERLOCKS I {L W y o -jT---TF ,-OPTIONAL 1 .: z�p J G IH H SEE SHEET 13 ro - il FOR CAPACITY M i Q • f 2 1/8•' /' i L Opq, 2 POINT 42 1/8- vII U e SINGLE LOCK i D.L OPG. I a C I n = o II - II SEE SHEEP 24� I J n FOR DESCRIPTION I ! z77, 1 o n o f a a a .0 of r---� 2z8 i n 0 r•1 i xmI rO i B iD F IORI I€I =Z� � 3a n I � C9oaJ U vi m W POCKET JAMB r -.t n SILL TYPE B2 ANCHORS (SEE SHEET 6, 2. 3 OR 4 PAIRS-- 48 1/8. 48 1/8' k 12,E (8) ANCHORS AT STILE ENDS INTO CONC. P PANEL WIDTH h DETAIL M ON POCJAMB ANCHORS CLUSTER SHOWN AT 3' O.C. ANEL WIDTH i SHEET 23)' SEE CHART ON SHEET 15 (SEE SHEET 23 FOR FOR CAPACITY TYP. INSTALLATION) a til: l - GG�i rc ORODUC 6' f REYISBO n l>: MAX. TAP. SILL ANCHORS r��lq •ifY Ile liriA 6MMn• CoA wl i i z AoetpWer Ne f7^1Z% •Zd s*t"" Drte • • • • a a z c ••• •• • • •' 1,1111! (1) N4ID aDSTEx (z) M'ID ausTlR (2)11TTa ausroc (2) TEFF CLUSiR (z) LEEP aus1TR (z) IIEm CUJSiR (1) TETP ausTm •`J� '� TYPICAL ELEVATION o c h //• 1•.... TESTED UNIT 0** • • • 000 ••• • f • �q1 } �• a .. BAR 94 2OJ8 • ' ° drawing no. 9 W O_3 _ OPENING •••,, • • • • s D.L: HEIHT DOOR FRAME HEIGHT - 9 11/tli-• • : • : • •. • • • •' q. •� STATE+ i i' • O... \�� D.L.O. WIDTH =NOM. PANEL WIDTH - 8' S PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16' ��rr""mill"I"'� sheet 2 of 28 • •• •• • • • •• •• ••• • • • ••• • • W xx y <W 2 TRACK 333333 'z JAMB ANCHORS ,n U •I jg I� FALSE MUNTIN OPTIONAL SEE SHEETS 17. 19 k 21 FOR FIX. PANEL ATTACHMENT SILL TYPE B2 ANCHORS 2. 3 OR 4 PAIRS AT STILE ENDS AT 3' O.C. SEE CHART ON SHEET 15 FOR CAPACITY 190 9/16" MAX. (8) ANCHORS CLUSTER SHOWN s— 2 TRACK >~ HEAD ANCHORS 6` MAX. rT POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS +wocucta,yaft `O Iris the m-, E•1•� CW A�lKz4ee ho1 Fad 11aq�,� mK Z f U� m� to Z 0. h N Q. Zn li e 0 O v0 aCIt0 S Q IL0FCN Qwu i �1. Z•-KO•i O a U n � n n 0 Q W 0 c N �2Ky o O 30_ oma.. N • • • • • : •f' HEIGHT – 9 11/1,6- • • �10 P EL WIDTH – • • • WV61- 4EIGI•T 7 OWR FWJAE HEIGHT –1 3/1$' c �IPp Ah.. MAR 0 5 2018 �wH"� s hi % .. _ :• _ • • • • • • • • • • • r1 -CF �� /` drawing no. • ••• �,c�`o_.�rew�::c9`�% W10-31 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • B1 I••II m tos wain w t® Kuala w len ausn w uav aaRx (0 ten mala (1ES1ET1 UNIT) TYPICAL ELEVATION REFER TO PAGES 14, 15. 17 & 18 FOR WEEP SIZE. s— 2 TRACK >~ HEAD ANCHORS 6` MAX. rT POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS +wocucta,yaft `O Iris the m-, E•1•� CW A�lKz4ee ho1 Fad 11aq�,� mK Z f U� m� to Z 0. h N Q. Zn li e 0 O v0 aCIt0 S Q IL0FCN Qwu i �1. Z•-KO•i O a U n � n n 0 Q W 0 c N �2Ky o O 30_ oma.. N • • • • • : •f' HEIGHT – 9 11/1,6- • • �10 P EL WIDTH – • • • WV61- 4EIGI•T 7 OWR FWJAE HEIGHT –1 3/1$' c �IPp Ah.. MAR 0 5 2018 �wH"� s hi % .. _ :• _ • • • • • • • • • • • r1 -CF �� /` drawing no. • ••• �,c�`o_.�rew�::c9`�% W10-31 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �6' 3' UST R CSHOW ANCHORS (SEE SHEET 22) TYP. '�CBUSTER SHOWN _ z Il�7C EXTERIOR EXTERIOR \__� 3 TRACK Q � n �149 5/16' 146 9/16' 97 3 4' HES HORS g n DOOR FRAME (MOTH DOOR FRAME WIDTH -_—_ DOOR FRAME WIDTH Q f L n X 0°`0 FALSE MUMiN HEAD ANCHORS 14' HEAD ANCHORS 0 J N OPT10NAL, ANCHORS IN PAIRS 48 1/B' AT HEAD/SILL/,UMBS AT STIIE ENDS RS HEAD/SILL --++------�� 2 OR 4 PAIRS _ ♦'L N NOM. PANEL WIDTH AT 3' O.C. SEE SHEET 15 I �SEEAT OOCHART ON SHEET RNER STILE S15 6HEAD 0 tt I'X q �l SEE CHART ON SHEET 15 I 1 FOR CAPACITY SILL t' `+ E _ _ FOR CAPACITY CORNERS 1 13/16 u m M REINFORCING AT INTERLOCKS �'� / OPTIONAL (I..I 1 _ SEE SHEET 13 a �Y FOR CAPACITY PJ /' H L -- 2 POINT Z _ _ _ DOUBLE L zoi 2 1/81 / -- SEE L SHEET 2 . OPO; 2 I FOR g m l=__�____-__ • i m DESCRIPTION I 42 1/8" _ 2 POINT 42 1/8' D.L.OPG. DOUBLE LOCKS _ D.L.OPC. HEET SEE 24 FOR SDESCRIPTION �O C* p l a a m 9 D F `ao MIN. aC q o 0 6 0 0 .ggq�i d �+I C ZOn ml'S <�02 �LSCwte���M• • • • • • • •`` 111UUn11,, '' o 'i . Aareptuce Nu {�: •(Z{S•lo MAR 5 ?mR ` •°W — • • • • • • • • �.,I,j OF �� / drawing no. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . I I "II I I 'ILL I I 11�/ I , y ' OCKET SILL TYPE B2 ANCHORS SILL TYPE B2 ANCHORS 43 1/8' 48 1/8' mg AMB ANCHORS 2 Oft 4 PAIRS 2. 3 OR 4 PAIRS 1/B. PANEL WIDTH 48 1/8' ////p� AT CORNER STILE ENOS.J AT SI1LE ENDS PAN0. WIDTH PANEL WIDTH PANEL WIDTH �0 SEE CHART ON SHEET 15 AT 3' O.C. 3 TRACK FOR CAPACITY SEE CHART ON SHEET 15 JAMB ANCHORS FOR CAPACITY •CLUSTEANCHORS-,--,' 'ao 6'. 14' 3' EXTERIOR EXTERIOR MA%. TYP. CLUSTER SHOWN SHOWN 3 TRACK n (SEE SHEET 22) SILL ANCHORS (TESTED UNIT) TYPICAL ELEVATION • • • • • • • • • weom,cruEvtgp • • • • • • • • • • �LSCwte���M• • • • • • • •`` 111UUn11,, '' o 'i . Aareptuce Nu {�: •(Z{S•lo MAR 5 ?mR ` •°W — • • • • • • • • �.,I,j OF �� / drawing no. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . THIS PROVAL QUALIFIES WITH RS DOOR FRAME W.I ,.QANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH090• AND 135RCORNERS rA! t H L G H CCC I ' % /SEE CHART oN SHEET 17 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES F -ha LIMIT MAX. DESIGN LOADS TO *60.0 PSFIL OAAA XX (ST OWN) EXTERIOR n XXO V o xxx (T EVERSE) d g 'a DOOR FRAME WIDTH FRAME WIDTH 0 04t I II NON-REINF. INTERLOCKS '--. __ _.__._._. - H m 0 O z 1 I 1 I SEE CHART ON SHEET 13 I Q1 +I 1 1 (�N_ o <ly�'J'. H H a rc — Q i n U n ��,, XXXXXX (SHOWN) © O EXTERIOR O J1 O V L g OXXXXO 90' CORNER DETAIL 'O' ON SHEEP 22 NOW PANEL WIDTH O I n 135 CORNER DETAIL 'P' ON SHEET 22 O w 19 OPTIONAL IN UEU OF J1 Q W d' DOOR FRAME WIDTH FRAME WIDTH to r H G J H H H 8� K C PANEL WIDTH ._---- � � O 7- cv 0 M O I n C Z� tL � N p o XXXXXX (SHOWN) © EXTERIOR I Q OK 4%ODUCf R;AUW 90' CORNER DETAIL '0' ON SHEET 22 a `moi Mth dw FbdIk I= CORNER DETAIL 'P' ON SHEET 22 NON-REINF. INTERLOCKS I.M.8 Coda OPTIONAL UI UEU OF J SEE CHART ON SHEET 13 R a+epra.m Ns IDT E WH DOOR FRAME WIDTH FRAMo /p H PANEL WIDTH • • • • • •i • �o� is AAXAAAU (SHOWN) G H H J H • • • • • j, • • O O EXTERIOR OXXXXO O 90 CORNER DO 'O' ON SHEET 22 O • • O• • • • • i • • • NON-REINF. INTERLOCKS 135' CORNER DETAIL 'P' ON SHEET 22 CPQ. T.... OPTIONAL IN UEU OF J SEE CHART ON SHEET 13 =.` �; • � I i; NOTE: • •• ••• ••• ••• s �� •• Y. k APPROVED CONFIGURATIONS • PIER 571$: S Y o 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • NON -POCKETED DOORS (NON -REINFORCED SHOWN) • • • • • • • SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES 6EE•SHEEiF 413. • • • • 'y of drawing =. j 9 no. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • .0.*� afa0�.•• ��°� W10-31 THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.sheet 5 ofpg ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 10) m Im • • • • • •i • �o� is AAXAAAU (SHOWN) G H H J H • • • • • j, • • O O EXTERIOR OXXXXO O 90 CORNER DO 'O' ON SHEET 22 O • • O• • • • • i • • • NON-REINF. INTERLOCKS 135' CORNER DETAIL 'P' ON SHEET 22 CPQ. T.... OPTIONAL IN UEU OF J SEE CHART ON SHEET 13 =.` �; • � I i; NOTE: • •• ••• ••• ••• s �� •• Y. k APPROVED CONFIGURATIONS • PIER 571$: S Y o 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • NON -POCKETED DOORS (NON -REINFORCED SHOWN) • • • • • • • SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES 6EE•SHEEiF 413. • • • • 'y of drawing =. j 9 no. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • .0.*� afa0�.•• ��°� W10-31 THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.sheet 5 ofpg ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME W I G L i K i O O Q - la o- rc I gi M PXXX(SHOWN) XXXP L THIS APPROVAL QUALIFIES DOORS WITH APPROVED I t. y CONFIGURATIONS SHOWN WITH 90' AND 135 CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y ARE PRESENT, FOR DOORS USING 90' & 135 CORNER STILES Z q h LIMIT MAX. DESIGN LOADS TO 160.0 PSF � tY 1WIN v 0 DOOR FRAME WIDTH — DOOR FRAME MOTH- .� O G G G S EL WIDTH NON–REINF. INTERLOCKS G 8 t; re r-- ---� SEE CHART ON SHEET 13 L r--, H (D4 H j I� I g� 'a 8 I M M I I I I 1 PXXXXXXP (SHOWN) DOOR FRAME WIDTH I j I� � la I I o I M 1 H H K PXXXXXX(SHOWN) XXXXXXP '" EXTERIOR 90 CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LEU OF J DOOR FRAME WIDTH NON-REINF. INTERLOCKS -SEE CHART ON SHEET 13 r -- I / I� ly IO Ia �G O O EXTERIOR POCKET CAVITY NOT BY CGI NOT PMT OF THIS NOA r-- I� IY IU S i 90' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NON-REINF. INTERLOCKS /tett SO '.._ LAN U v v Y/NO si QSmi� Oo al I i � ptu�j. c � C ;NM1 O M n O z � Z LL o II C, "0"-Uh IY[ Fb d& lkdA�>,uH� p�•er 1 .i�/�. � .. 1 PXXXXXO(SHOWN) OXXXXXP APPROKD EOFI RAT1ON DOORS c (NON -REINFORCED SHOWN) SEE SHEET 13 FOR DP AND REINFORCING OPTIONS THREE (3) TRACKS POCKETS ME NOT PART OF THIS APPROVAL AND TO BE RENEWED BY AHJ. tXItHIUH — 90- CORNER DETA22 IL 'O' ON SKEET I- PJML!*'IOTH• •U 11 • • 135 CORNER DETAIL 'P' ON SHEET 22 sl OPTIONAL IN UEU OF J ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TWIG d �= drawing no. W10-31 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. •• ••• • • • ••• 111 R 6020 –y :• 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SE: SKEET =� • i 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • • • • •' 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. r ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TWIG d �= drawing no. W10-31 XO (SHOWN) OX el $� SL L1 XX DOOR FRAME WIDTH c OXO (SHDwN) OXO (REVERSE) J 88 X 3/4" SMS SEE CHART ON SHEEP 13i CJI i I =RIOR G1 a VAT 2 ]C. MAX. FRAME WIDTH W 90' CORNER DETAIL 'O' ON SHEET 22 135 CORNER DETNL 'P' ON SHEET 22 OPTIONAL IN UEU OF A NLODDC E REVOW m erytyuVi wi{• Nr F7mi& brCirF Pada Arxptua: N• .�y"�•b "sib, w G1 H THIS APPROVAL QUALIFIES DOORS WITH APPROVED U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS fqn Y • • • • • • • • WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 XXXX(SIMILAR) 135 CORNER DETAIL 'P' ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES Z n a g °j _o ; LIMIT MAX. DESIGN LOADS TO ±60.0 PSF F W H a "I O00�` a,I�yu1 NATE; 960 • NON—POCKETED DOORS (NON -REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • o$;n •-if s SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS a�W C°2!m. a.. • • • i • 00: 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURf6 SEE SWEET 13. • • • • TWO /•D3 TRACK s 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • 0 • L=J �zml a W a g F c-- _ a 0 .. i , W I c ON�� c zZ 3 c, NLODDC E REVOW m erytyuVi wi{• Nr F7mi& brCirF Pada Arxptua: N• .�y"�•b "sib, w G1 H Jt H G OXXO • 90' CORNER DETAIL '0' ON SHEET 22 • • • • • Y • • • • • • • • • • • • • XXXX(SIMILAR) 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LEU OF J7 ec!• APPROVED CONFIGURATIONS NATE; 960 • •- i• t NON—POCKETED DOORS (NON -REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • •-if s SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS • • • • • • • i • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURf6 SEE SWEET 13. • • • • TWO /•D3 TRACK s 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • L=J 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• •� o 9 � 4 drawing no. Own -0-3 i (sheet 7 of 28 DOOR POCKET CAVITY NOT BY CGI FRAME NOT PART OF THIS NOA WIDTH DOOR FRAME WIDTH cli- j_ I r-- � I I I � I nE.TERIOR rcrc� I� � V IY li IV m0 � IU 0 Ia P la ` ©j PX (SHOWN) XP DOOR FRAME WIDTH t 1 J gam° i i I S I M M j L -- PXXXXP ---JI 1 DOOR FRAME WIDTH 1_ I N I H I w I J I U O 9�.` ✓F C- � l a IA K I L PXXXX (SHOWN) PXXXO XXXXP OXXXP DOOR FRAME W. r —� DOOR FRAME WIOTH L. r-- --� 1 I I IU m U �' p C71 o I� I M ' f I _J aal M I S I I J1 4- I I PXXP DOOR FRAME WIDTH t 1 J gam° i i I S I M M j L -- PXXXXP ---JI 1 DOOR FRAME WIDTH 1_ I N I H I w I J I U O 9�.` ✓F C- � l a IA K I L PXXXX (SHOWN) PXXXO XXXXP OXXXP NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 N THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' do 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOTE -- i. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH NON-REINF. INTERLOCKS /-GEE f ART nN GHFET Ii I DCO' DOOR FRAME WIOTH L. r-- --� 1 I la I L � Flo ' f I _J J1 4- 00 10 a la 135' CORNER DETAIL 'P' ON SHEET 22 �a 8 I M 0 1 L1 L_- PXX (SHOWN) XXP NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 N THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' do 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOTE -- i. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH NON-REINF. INTERLOCKS /-GEE f ART nN GHFET Ii I DOOR FRAME WIOTH r-- --� I I la I L � EXTERIOR ' f I _J J1 90 CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL N LIEU OF J7 NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 N THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' do 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOTE -- i. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH NON-REINF. INTERLOCKS /-GEE f ART nN GHFET Ii I � v u 90• CORNER DETAIL '0' ON SHEET 22 135• CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 ® I I O EXTERIOR I I 0---� 9O• CORNEA DETAIL 'O' ON SHEET 22 135' CORNEA DETAIL 'P' ON SHEET 22 OPTIONAL N LIEU OF J _APIPD ONFI - I ATION� POCKETED DOOR¢ (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS v v I tI I 81 I I I --J h06DUCtREY✓� ilrfioP E 6 --sed. Owe MF jiy* � CTIMrf •• • • • • • • •• • • • I OXkTS•�ARE�•N.�O' PART OF THIS APPROVAL :ID • • t • • :.• O �I.VIEwf'b: AHJ. O • • • • • • • • • \\\\111111!///A/' A)j, J; 00 :. AARP 5 = 8l8 . s x,F— ,1♦ • . .. •. • • if 4A . ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Z 1�m n 0� Qwn 0;rypo N YYo v 0 to' - 0 0'0 0ECR. 0'ate I it m mom w 4zZr W _ aHam ---g no. W10-31 e.lie � v u 90• CORNER DETAIL '0' ON SHEET 22 135• CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 ® I I O EXTERIOR I I 0---� 9O• CORNEA DETAIL 'O' ON SHEET 22 135' CORNEA DETAIL 'P' ON SHEET 22 OPTIONAL N LIEU OF J _APIPD ONFI - I ATION� POCKETED DOOR¢ (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS v v I tI I 81 I I I --J h06DUCtREY✓� ilrfioP E 6 --sed. Owe MF jiy* � CTIMrf •• • • • • • • •• • • • I OXkTS•�ARE�•N.�O' PART OF THIS APPROVAL :ID • • t • • :.• O �I.VIEwf'b: AHJ. O • • • • • • • • • \\\\111111!///A/' A)j, J; 00 :. AARP 5 = 8l8 . s x,F— ,1♦ • . .. •. • • if 4A . ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Z 1�m n 0� Qwn 0;rypo N YYo v 0 to' - 0 0'0 0ECR. 0'ate I it m mom w 4zZr W _ aHam ---g no. W10-31 DOOR FRAME WIDTH H I ssw H H 4 � b � -o o- XXXX (SHOWN) OXXX xxxo XXXX (REVERSE) DOOR FRAME WIDTH XXXXXXXX (SHOWN) oxxxxxxo FRAME WIDTH PANEL WIDTH NON-RE1NF. INTERLOCKS -- SEE CHART ON ET 13 i I OH EXTERIOR Q O THIS APPROVAL OUAURES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' do 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF �Y Z � F C h OO S 0 _, iris 0 t m vola Oao�S C 'at, --run NhLLT 22 •i[ODiICfAEV� OPTIONAL IN LSU OF Ji o—Pb*6 wkh dIe 17MiMD h�Ciea Cdr Amwsp N� W E.puv" Dal _442-p-1- • • • . • • • • • 'Tr� � • • •wrrwavTorsa� In A • •• • • • • ••• • • 1AR 5 NOTE: • • 000 •.• • • •/ 70592 APPROVED ONFI - ATIONS .,Cal, y} i. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • � • • :0. • " ,�' NON -POCKETED DOORS (NON -REINFORCED SHOWN) • • • C 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRETUREI EE•SHEE9 13.• • •• • y ;.�;� TE OF :-tV�: SEE SHEET 13 FOR Op AND REINFORCING OPTIONS • • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • • • • I.�;��0O2`` FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • • • • `S�OArAL elV .... ....... • • • • e�I Jfr drawing no. W10-31 10 XXXXXXXX (SHOWN) oxxxxxxo FRAME WIDTH PANEL WIDTH NON-RE1NF. INTERLOCKS -- SEE CHART ON ET 13 i I OH EXTERIOR Q O THIS APPROVAL OUAURES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' do 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF �Y Z � F C h OO S 0 _, iris 0 t m vola Oao�S C 'at, --run NhLLT 22 •i[ODiICfAEV� OPTIONAL IN LSU OF Ji o—Pb*6 wkh dIe 17MiMD h�Ciea Cdr Amwsp N� W E.puv" Dal _442-p-1- • • • . • • • • • 'Tr� � • • •wrrwavTorsa� In A • •• • • • • ••• • • 1AR 5 NOTE: • • 000 •.• • • •/ 70592 APPROVED ONFI - ATIONS .,Cal, y} i. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • � • • :0. • " ,�' NON -POCKETED DOORS (NON -REINFORCED SHOWN) • • • C 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRETUREI EE•SHEE9 13.• • •• • y ;.�;� TE OF :-tV�: SEE SHEET 13 FOR Op AND REINFORCING OPTIONS • • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • • • • I.�;��0O2`` FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • • • • `S�OArAL elV .... ....... • • • • e�I Jfr drawing no. W10-31 5 0 E DOOR FRAME WIDTH H � H O - H H H XXXXXXXX (SHOWN) OXXXXXXO XXXXXXXO (SHOWN) OXXXXXXO THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. n m FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 160.0 PSF 8 2 • I&L0 ,Il- 0�,v�+ 0 gwe 012m. ()Loo 0 y E I XXXXXXXO (SHOWN) OXXXXXXO THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. n m FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 160.0 PSF 8 2 • I&L0 0�,v�+ 0 gwe 012m. ()Loo 0 y E W jO.r LL ZNf 0 Q\� M 1Ju { �\ woo R"I 90' CORNER DETAIL 'O' ON SHEET 22 -... _... �•, - 135 CORNER DEU0. 'P' ON SHEET 22 OPTIONAL N LIEU OF J �ROT3UC f R6V(i8p as 01 -*in With do FW h WYy CeM L N 90' CORNER DETAIL '0' ON SHEET 22 -... _..._.. - 1OPTIONAL N UEU OF J' ON SHEET 2j • • • • • • • • • • • • • • • ••• • •• • • • • ••• • • • • • • • • • • • • • • • • • • ``11111111 11j MAR 0 5 7012 NOTE: ••• •:• ••• ••• • APPROVED CONFICURATTONc 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • • • • _ NON -PO D -KEFFDOORc (NON -REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRES:URC T 13! SEC;HEL• • • • • • • SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • • • • • FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FT3C. • ••• • 0 a 1 a �u drawieq no. W10-31 DOOR FRAME WIDTH r-- LI W IW la o- rc I PXXXX (SHOWN) XXXXP r- 1 1 I 1 Ir IV I la I I I DOOR FRAME WIDTH INTERLOCKSNOM PANEL WIDTH NON-REINF. M H EXTERIOR H H 9 DOOR FRAME WIDTH r - I 1� ion o � la I I y I 1 1 1 1 I 1 x1IU Vi la pl I al I r I 1 t 1 1 _ I 1 L_ PXXXXXXXXP (SHOWN) APPROVED CONFIGLIRATIONg POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPnONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. THIS APPROVAL QUAUFIES DOORS WITH APPROVED 4 U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �• T•1 WHERE STILE CONFIGURATIONS SHOWN ON SHEEP 22 ,Y ARE PRESENT. Z w FOR DOORS USING 90' do 135' CORNER STILES Q LIMIT MAX. DESIGN LOADS TO 160.0 PSF a • S CGA V 2, Li t o Q a {o. =C a.me LLZ14=a Q W Q U 90' CORNER DETAIL 'O' ON SHEEP 22 135 CORNER DETAIL P. ON SHEET 22 OPTIONAL IN 11ET1 OF J W"cr �go",, AMC' CMM ,(2 µ, 0 AMC'= eA•�wir rp9nc+ ` . •• ••• • • • • • •• • •• • • • • ••• • • •' • • : ' .: ' 1M4R:0 V* NOTE: ••• •:• ••• ••• • �,; I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY• • • • : • : J 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGNIPRTSSURt s SLE SHEET 16. • 00 :: 00 • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. ••• • • • • ••• • • 159¢ a OF I I L� drawing no. W10-31 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �[ n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ,! o ARE PRESENT. • ; FOR DOORS USING 90' h 135' CORNER STILES 0 LIMIT MAX. DESIGN LOADS TO 360.0 PSF " < Q� Z" 0, o��" " got � j 0t m tla�m t„ pg"o 0-at!o FRAME WIDTH Q 6 NOM. PANEL WIDTH NON-REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 tZ t 9 0 � Q W I H JH 1 t I 4 om0 4• o- is til O v PXXXXXXXX (SHOWN) M H H H J H H --' XXXXXXXXP O O EXTERIOR Q OXXXXXXXP POCKET CAVITY NOT BY CGI 90' CORNER DETAIL 'O' ON SHEET 22 NOT PART OF THIS NOA 135' CORNER DETAIL 'P' ON SHEET 22 F=- n OPTIONAL IN UEU OF J N -RI FREVmw 3 u_plqyt�ag�wjib 'k FA.Ak o0 3"' n IWAii�84iYlZ J Acerpnace No -TZ (b'•� � 3O\+- � " 20 n FRAME WIDTH T"77, NOM. PANEL WIDTH NON-REINF. INTERLOCKS Sg•fy�;a,- `�,,, U �� SEE CHART ON SHEET 13 DOOR FRAME WIDTH r I L �W Y = 1 i C U H J M H m .n I ax I " 21,21,21 1 � EXTERIOR Ot o PXXXXXXXO(SHOWN) o 90' CORNER DETAIL '0' ON SHEET 22 • o _ o ISS CORNER DETAIL 'Q' j1NEj 22• o OPTIONAL IN LIEUO� 7 • • • • • • '> • • • • •• ••• ••• ••• • `\\N\IMIII fIIAI o M 0 3 pp APPROVED C FIGLJRATIONG_ � •' 1 r 1 - 1 POCKETED DOORS (NON -REINFORCED SHOWN) NOTE. • • • • • • : • • • • • - _ ; ; .. yyy��92 ,' •• E' SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS • • ,i%T ; * _ . ' b E 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONiI • • • • • : y 1 f �:; �7 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIG P SU SIE SAET 1E. • • • • drowin no. FOUR (4) TRACKS B � �� .` iJiT�oF • tb� 9 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • : • • • • • • : • • '.ss.!2oR�oR; W10-31 AND TO BE RENEWED BY AHJ. POCKETS ARE NOT PART OF THIS APPROVAL ` A. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. li ONAt- `-`` InNI\\\\\ sheat 12 of 28 ••• • • • • ••• • • • •• •• ••• • t a O a E k W . GLASS 3/16" ANN. GLASS .075" Interlayer .075" Interlayer Saflex CP With PET Cora Soflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR \ OR 090"Interlayer .090" Interlayer Saflex Clear And Color Glass ` Saflex Clear And Color Glass By 'Eastman Chemical Co.' 'Eastman Chemical Co.' OR t� OR .090' Interlayer ` 1 .090" Inte entr Clas 3/8' AIR SPACE SentryGl 1. rlayer O'Kumray America, Inc.' OAR 'Kuroroy America, Inc.' 090" Interlayer 3/16" TEMP. GLASS .090" Interlayer Trosifal PVB TmIfol PVB By 'Kuroroy America. Inc.' By 'Kuraray Americo, Inc.' 3/16' HEAT STREN'D GLASS r 3/16" HEAT STREWD GLASS SILICONE' SI yNLICONE DE SCS �GE SCS 1200 DOW CORNING 899 m DOW CORNING 899 DOW CORNING 995 DON' CORNING 995 N1 - XL EDGE SPACER i i I ST. STEEL BY 'CARDINAL' _ OR OURASEAL BY 'QUANEX' SETTING BLOCKS 0, OR AT 1/4 POINTS ON ES SUPER SPACER BY 'QUANEX' O _ WIDER THAN 36' a+ DUROMETER 85 1Wy 1 \ AT 1/4 POINTSAEPDMLLSIZES EPOM —Y� W OUROMETER 8535 GLASS TYPE 'A' / GLASS TYPE 'Al' "fCz OVERALL LAM. GU 1" OVERALL INSUL IAM. CLASS 3/16' HEAT STREWD GLASS 3/16' HEAT STREN'D CUSS 075' Interloyer .075" Interoyer Sofkx CP With PET Core Soflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR 090' Interlayer 090" Interkw Saflex Clear And Color Glass Saflex Cleard Calor Glass 8y 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR 090" Interlayer OR Interlayer SenlryGlas 3/8' AIR SPACE •090' t SentryGlas By 'Kuroroy America. Inc.' By 'Kuroroy America, Inc.' OR OR .090" Interlayer 3/16' TEMP. CUSS .090" Interlayer Trosifol PVB Troeifol PVB By 'Kuroroy Americo, Inc.' By 'Kuraray America, Inc.' 3/16' HEAT STREWD CLASS SILICONE r 3/16" HEAT STREWD GLASS SIUCONE CE SCS 1200 LI I CE SCS 1200 DOW CORNING 899 tm DOW CORNING 899 DOW CORNING 995 i I DOW CORNING 995 _ y N Mt - ] Ml XL EDGE SPACER SETTING BLOCKS n I ST. STEEL BY 'CARDINAL' AT 1/4 POINTS ON LITES OR 'QUANEX' ! WIDER THAN 36" I� OURASEAL BY EPOM OUROMETL7L 8535 a O OR SUPER SPACER BY 'OLIANEX' :1 W I TT I/* BLOCKS SIZES k EPDM W DUROMETER 8515 GLASS TYPE 'B' GLASS TYPE 'Bl' 7/16" OVERAU LAM. CLASS I' OVERALL INSUL LAM. CUSS GLAZING OPTIONS ro Qm n N M Qa �� o�N h 0. µN 0Gh�+ 0 ZO Q IL ng OObE�i � LL W:3 In Is QWfOii U e n L O O w w c N p fn c4 � e i M 1 av 03"Tn z v L Z J C! — •ROUBCrwam z W ° AcacPteeee Nel7_(?. . 7_ o a a $ iapiretise Dsh q i L (i I • MP b'R.•t4 gjy(y �y� � u=gh ^. • MEM: o • • • • 1 • • f • • • • • • \\\11111111 rrr o M 05 ? ,Ar�N'90 • • – o • • • • • • • • • • • ',;;` XTf.OF A `"/ drawing no. • .• .•. s 'i!tnRlo�.:' .? W10-31 • ••• • slL..... JJ'' ••• • • • • ••• • • • •• •• • • • •• •• 3 KSI IN CLUSTERS 213Y WOOD BUCKS IN CLUSTERS CONCRETE AT ATG. STILE SEE NOTE SHEET 1 AT MTG. STILE CU151ER AT CUMMR AT SIAE/a1M"M DDS STIP/I oum E11o5 ' do INTERLOCK ENDS -i _ & INTERLOCK ENDS e: EDGE (fie SEECHART 3 KSi SEE CHART Q _..._- .FbR QUAfff)T1P5 7FORQUANTRIES 80.0 - - 80.0k622+8 r - - 76.2 P;:LI 3 5431, • 80.0 - 63.4 • 71.1 59.5 71.1 24-1/8 54-1/8 ANCHOR TYPE A 0, INTO 2BY WOOD BUCKS m OR WOOD STRUCTURES TYPICAL ANCHORS 15 IN CLUSTERS TYPICAL ANCHORS AT MTG. STILE IN CLUSTERS f.OTE & AT ENDS AT MTG. STILE _METAL STRUCTURES 9y of SEE CFIART &INTERLOCK ENDS SEE SPEC BELOW SEE CHART \ Z m ; FOR OUANTTTIES FOR OUANTTDES C DGE QIST. _..:'3'5/8•i-CO3•KSI NCR EDGE 3 5/8• Q f Z N a I DIST. a. DW. `,8.V OW N IS zoo � 0 ANCHOR TYPE A N ANCHOR TYPE B rn ANCHOR TYPE C m a e4 °o j THRU 1BY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES CIL 0 INTO 3 KSI CONCRETE OR APPROVED MULLIONS Q W. a WOOD BUC ETAL STRUCTURES NO CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO y = '� MUST SUSTAIN LOADS ING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH J 9 0DXYPICAL F, ANCHORS: SEE LT.EV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL Q W V, AT gg -AT HEAD- - - - - - -AT JAMBS- .A:- 1/4" AMBS-'A'-1/4• X 3-1/4* ULTRACON BY 'ELCO(Fu-177 KSI, Fy-155 K TYPE 'A'- 1/4* D0. ULTRACON BY 11C0' (Fu -177 KSI, Fy-155 KSI) -* s THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ti 1-1/4' MIN. EMBED INTO CONCRETE 1-1/2" MIN. PENETRATION INTO WOOD c THRU 2BY BUCKS INTO CONCRETE THRU 18Y BUCKS INTO CONC. OR MASONRY yy�� ^ 1/2• MIN. EMBED INTO CONCRETE 1-1/4' MIN. EMBED INTO CONC. OR MASONRY I 15 U Q W TYPE 'B'- 1/4• X 3-1/4' TY A1N BY 'E7 CO' (Fu -177 K51, Fy-155 K51)- TYPE 'B'- 1(4' DIA ULTRACON BY 'FICO' (Fu -177 KSI. Fy-155 K50 I z DIRECTLY INTO CONCRETE I I DIRECTLY INTO CONIC. OR MASONRY I ! S .0 2" MIN. EMBED -- 1-1/4• MIN. EMBED INTO CONC. OR MASONRY c TYPE 'C'- 1/4" DLA. SELF DRILLING ING SCREWS (GRADE 5 CRS) I ! TYPE 'C'- 1/4' DNA. SELF DRILLING SCREWS (GRADE 5 CRS) I v n n INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS "� 3 N n c OR I OR I '0 3 n INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .- INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE j 3 0 _ ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8• THK. MIN. (Fy = 36 KSI MIN.) I V o r _ (STEEL M CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I _-. (STEEL W CONTACT WTfN ALUMINUM i0 BE PLATED OR PNNTD)) L --J - AT SILL. - - - - - 7 ANCHOR EDGE DISTANCES TYPE 'B2'- 1 /$ DIA ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-1S5 KSI) INTO CONCRETE OR MASONRY - 2-1/2• MIN. DIRECTLY INTO CONCRETE r I�NTO WOOD STRUCTURE = 1' MIN. 1-3/4�MIN. EMBED INTO CONCRETE INTO METAL STRUCTURE - 3/4" MIN. 9TLODOC[R�y - - - _ _ I W000 AT HEAD OR JAMBS SG = 0.55 MIN. PIJ'I9d WNL 14 P19AW CONCRETE AT HEAD, SRL_ OR JAMBS re - 3000 PSI MN. 6 -WH gC9d9 NOTE:A=ptam N9 j-7 E C-90 HOLLOW/Fll1ED BLOCK AT JAMBS Ym -2000 PSI MW. E4PM.Awe bat. LZ.I'�.� ANCHOR CAPACRIES LISTED ON THIS Y SHEET TO BE USED IN CONJUNCTION SILL RISERS!, SEE SHEETS 14, 15, 17 & 18 FOR OP ZONAL SILL DETAILS 1NiA tom. �.� �n WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY Cir LOWER APPLICABLE VALUES CONTROL. i 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B! Z ANCHOR TYPE B TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE = DIRECTLY MRO 3 KSI CONCRETE PLEASE SEE FOLLOWING SHEETS FOR DETAILS. 7F� ((��$$""jjJJII iu1 • • • "•••��,+" • • • • • i� �• NTI■• •IT •11• 9l 3 m LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL 512E5 LIMIT DR.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. Una 120 IN. I. ! P ED & HARDENED -MEAW /NON -SHRINKAGE HIGH STRENGTH GROUT fc - 5000 P9 MIN. NOT BY C.G.I. MUST TRANSFER SHEAR LOADS TO STRUCTURE `9. .7 5/B � • , •. TYII - ly CJC • • • • • r11�QQI RLpC•SSFF• • • •FOIT QU • • • • • • ••• DESIGN LOAD CAPACITY - PSF (ANCHORS) • Nowt PA/EE 'ATOM 41G16 DON HEIGHT HEAD ANCHORS SD.L ANCHORS ('TYPE A. B & C) (TYPE E2) CU151ER AT CUMMR AT SIAE/a1M"M DDS STIP/I oum E11o5 4 6 1 8 4 a ea.(+) EXT.(+) EXT.(+) W.(+) EXT.(. 24-1/880.0.30-1/8 45-1/8 5s -1/e 82 80.0 - - 80.0k622+8 r - - 76.2 SD.9 68.7 • 80.0 - 63.4 • 71.1 59.5 71.1 24-1/8 54-1/8 60.030-1/B 80.036-1/B 90.0 - 71.6 80.042-1/8 60.064.3 80.048-1/8 80.0 - 59.1 80.0 80.0 71.1 1 71.1 55.3 71.1 71.1 24-1/9 30-1/8 SB -1/e 42-1/8 40-1/8 90 80.0 - - 80.0 - - 79.7 80.0 - 75.6 60.0 - 89.2 50.0 - 65.6 BOA - 61.9 80.0 - 58.7 80.0 60.0 56.7 80.0 W.O 53.7 80.0 SO.O 24-1/6 30-1/8 36-1/e 42-1/8 48-1/6 96 e0A - - 80.0 - - 73.6 80.0 - 69.9 1 80.0 - 63.9 80.0 60.6 aoD 57.0 60.0 80.0 54.0 80.0 80.0 1 51.9 77.9 60.0 49.3 73.9 80.0 2h 1/6 30-1/5 36-1/8 42-1/8 48-1/8 54-1/8 i 102 I 60.0 - - 60.0 - -- 60.0 - - 60.0 59.3 60.0 80.0 58.2 60.0 60.0 52.7 60.0 80.0 50.0 60.0 60.0 47.9 60.0 80.0 46.5 60.0 60.0 44.3 54.4 54.4 42.0 54.4 54.4 24-1/a 30-1/8 36-1/8 42-1/8 45-1/8 53-1/8 108 60.0 - - 60.0 - - 60.0 - - 60.0 - - 55.3 60.0 80.0 52.5 60.0 so.O 49.1 80.0 80.0 46.8 j 60.0 60.0 1 M.5 80.0 60.0 42.2 60.0 60.0 41.6 54.4 54.4 39.4 54.4 54.4 24-1/9 30-1/8 36-1/6 42-1/8 48-1/a 114 60.0 60.0 60.0 - - 57.2 60.0 60.0 51.9 60.0 80.0 49.2 60.0 60.0 45.9 60.0 60.0 43.6 60.0 60.0 _ 413 60.0 W.0 39.4 59.1 60.0 30-1/a58.9 24-1 /8E1220 36-1/a4a.8 60.0 - - 80.0 - - 60.0 60.0 54.0 60.0 60.0 60.0 60.0 46.3 Eo.o W.042-1/843.1 600 80.0 40.9 60.06004a-1/836.9 56.4 60.0 36.9 55.4 60.0 TYPICAL ANCHORS 15 IN CLUSTERS TYPICAL ANCHORS AT MTG. STILE IN CLUSTERS f.OTE & AT ENDS AT MTG. STILE _METAL STRUCTURES 9y of SEE CFIART &INTERLOCK ENDS SEE SPEC BELOW SEE CHART \ Z m ; FOR OUANTTTIES FOR OUANTTDES C DGE QIST. _..:'3'5/8•i-CO3•KSI NCR EDGE 3 5/8• Q f Z N a I DIST. a. DW. `,8.V OW N IS zoo � 0 ANCHOR TYPE A N ANCHOR TYPE B rn ANCHOR TYPE C m a e4 °o j THRU 1BY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES CIL 0 INTO 3 KSI CONCRETE OR APPROVED MULLIONS Q W. a WOOD BUC ETAL STRUCTURES NO CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO y = '� MUST SUSTAIN LOADS ING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH J 9 0DXYPICAL F, ANCHORS: SEE LT.EV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL Q W V, AT gg -AT HEAD- - - - - - -AT JAMBS- .A:- 1/4" AMBS-'A'-1/4• X 3-1/4* ULTRACON BY 'ELCO(Fu-177 KSI, Fy-155 K TYPE 'A'- 1/4* D0. ULTRACON BY 11C0' (Fu -177 KSI, Fy-155 KSI) -* s THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ti 1-1/4' MIN. EMBED INTO CONCRETE 1-1/2" MIN. PENETRATION INTO WOOD c THRU 2BY BUCKS INTO CONCRETE THRU 18Y BUCKS INTO CONC. OR MASONRY yy�� ^ 1/2• MIN. EMBED INTO CONCRETE 1-1/4' MIN. EMBED INTO CONC. OR MASONRY I 15 U Q W TYPE 'B'- 1/4• X 3-1/4' TY A1N BY 'E7 CO' (Fu -177 K51, Fy-155 K51)- TYPE 'B'- 1(4' DIA ULTRACON BY 'FICO' (Fu -177 KSI. Fy-155 K50 I z DIRECTLY INTO CONCRETE I I DIRECTLY INTO CONIC. OR MASONRY I ! S .0 2" MIN. EMBED -- 1-1/4• MIN. EMBED INTO CONC. OR MASONRY c TYPE 'C'- 1/4" DLA. SELF DRILLING ING SCREWS (GRADE 5 CRS) I ! TYPE 'C'- 1/4' DNA. SELF DRILLING SCREWS (GRADE 5 CRS) I v n n INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS "� 3 N n c OR I OR I '0 3 n INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .- INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE j 3 0 _ ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8• THK. MIN. (Fy = 36 KSI MIN.) I V o r _ (STEEL M CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I _-. (STEEL W CONTACT WTfN ALUMINUM i0 BE PLATED OR PNNTD)) L --J - AT SILL. - - - - - 7 ANCHOR EDGE DISTANCES TYPE 'B2'- 1 /$ DIA ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-1S5 KSI) INTO CONCRETE OR MASONRY - 2-1/2• MIN. DIRECTLY INTO CONCRETE r I�NTO WOOD STRUCTURE = 1' MIN. 1-3/4�MIN. EMBED INTO CONCRETE INTO METAL STRUCTURE - 3/4" MIN. 9TLODOC[R�y - - - _ _ I W000 AT HEAD OR JAMBS SG = 0.55 MIN. PIJ'I9d WNL 14 P19AW CONCRETE AT HEAD, SRL_ OR JAMBS re - 3000 PSI MN. 6 -WH gC9d9 NOTE:A=ptam N9 j-7 E C-90 HOLLOW/Fll1ED BLOCK AT JAMBS Ym -2000 PSI MW. E4PM.Awe bat. LZ.I'�.� ANCHOR CAPACRIES LISTED ON THIS Y SHEET TO BE USED IN CONJUNCTION SILL RISERS!, SEE SHEETS 14, 15, 17 & 18 FOR OP ZONAL SILL DETAILS 1NiA tom. �.� �n WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY Cir LOWER APPLICABLE VALUES CONTROL. i 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B! Z ANCHOR TYPE B TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE = DIRECTLY MRO 3 KSI CONCRETE PLEASE SEE FOLLOWING SHEETS FOR DETAILS. 7F� ((��$$""jjJJII iu1 • • • "•••��,+" • • • • • i� �• NTI■• •IT •11• 9l 3 m LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL 512E5 LIMIT DR.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. Una 120 IN. I. ! P ED & HARDENED -MEAW /NON -SHRINKAGE HIGH STRENGTH GROUT fc - 5000 P9 MIN. NOT BY C.G.I. MUST TRANSFER SHEAR LOADS TO STRUCTURE `9. .7 5/B � • , •. TYII - ly CJC • • • • • r11�QQI RLpC•SSFF• • • •FOIT QU • • • • • • ••• • • • • ••• • • • • • • • • • • • • \\II IIIIIINY7,' ' I o •' �H i n s a � r.190F, drawing no. Atomo�._c5�? W10-31 3 KSI TYPICAL ANCHORS TYPICAL ANCHORS M CLUSTERS 2BY WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS CONCRETE mfl SEE NOTE SHEET 1 AT ATG. STILE IN CLUSTERS TYPICAL ANCHORS @ h INTERLOCK ENDS AT ATG. STILE IN CLUSTERS 3 KSI SEE CHART 187 WOOD BUCKS k INTERLOCK ENDS AT ATG. STILE - ' CONCRETE FOR OLJ4NTI nE5 rSEE NOTE SHEET 1 SEE CHART h INTERLOCK ENDS 3 5/�' FOR QUANTITIES SEE CHART FOR QUANTTTIES f EDGE fAST. J e3"5/8:' 3 KSI -._.L. CONCRETE 3 5 :. � � � � 1 Rom 7k' /6 0 U_ Z1 ANCHOR TYPE A INTO 2BY WOOD BUCKS �IJm OR WOOD STRUCTURES 9 Ig _ 8 DESIGN LOAD CAPACITY - PSP (ANCHORS) L STRUCTURES SPEC BELOW No.l PANEL 11111TH r.CNm D0o9 IE1Ga HEAD ANCHORS SILL ANCHORS (TYPE A, 8 A C) (TYPE 82) CLUSIEIT AT OW17ER AT . 511I.EjI 1ERLOCK 00S STILE/ D6O01 ENDS 4 6 1 e 4 8 6 EXT.(+) Exr.(+) EXT.(+) EXT.(,) EXT.(+) EXT.(+ . - INT. - INT.( -)INT.(-) INT.(-) W.(-) W.(-2 24-1/8 24-1/8 30-1/8 36-1/8 42-1/8 4e -1/e 54-1/a B2 80.0 - - 80.0 - - 60.0 - - 60.0 - - so. 0 - - 76.2 aO.0 - 72.4 80.0 - 66.7 80.0 - 66.8 80.0 - 63.4 60.0 - 62.8 110.0 511.5 a0.0 80.0 24-1/e 30-1/e 36-1/8 42-1/8 ! 60.o - - 80.0 - - 80.0 - - 80.0 - - 755 80.0 - 71.6 80.0 - 679 80.0 - 64.3 80.0 - 62.3 80.0 - 511.1 80.0 80.0 56.4 80.0 90.0 55.3 80.0 Sao L-1 C-90 HOLLOW PIL ED BLOCK AT JAMBS f'm - 2000 PST MN. 80.0 - - 00.0 - - 70.7 80.0 - 76.8 80.0 -go.O - 69.2 - __ii.6 80.0 - 61.11 80.0 - 58.7 80.0 410.0 56.7 50.0 eo.0 337 410.0 80.0 52.8 79.2 a0.0 50.1 75.1 ..0 24-1/8 3o -1/e 8- 31/5 42-1/8 48-1/8 54-1/8 I 96 80.0 - - 80.0 - - 73.8 80.0 69.9 80.0 83.9- 80.0 - 60.6 80.0 - 57.0 80.0 410.0 54.0 50.0 80.0 51.9 77.9 80.0 411.3 7J.9 80.0 48.2 72.3 50.0 45.7 69.e 80.0 24_1/6 I 30-1/8 36-1/8 I 42-1/8I 48-t/8 102 80.0 - - 60.0- 60.0 - - 60.0 - _w. - 59.300.0 _0 36.2 60.0 80.0 32.7 80.0 80.0 50.0 60.0 60.0 47.9 60.045.3 60.0 1 60.0 44.3 60.0 60.0 42.0 60.0 60.0 24-1/6 30-1/8 38-1/6 42-1/a 48-1/8 53-1/8 108 60.0 - - 60.0 - - 80.0 - - 60.0 - - ! 33.] 60.0 80.0 323 60.0 60.0 1 49.1 60.0 60.0 46.6 60A 60.0 44.8 60.0 60.0 422 60.0 80.0 1 41.6 60.0 eOO 39.4 511.1 a0.0 24-1/a 30-1/8 36-1/6 42-1/8 4a-1/8 114 60.0 60.0 60.0- - 67.2 80.0 60.0 51.9 60.0 00.0 49.2 60.0 60.0 45.9 60.0 60.0 43.6 60.0 t 60.0 [ 41.8 00.0 60A 39.4 59.1 00.0 e 24-1/8 30-1/8 36-1/e 42-1/a 40-1/e 120 60.0 56.9 60.0 00.0 s1.0 00.0 60.0 411.8 60.0 60.0 40.3 60.0 60.0 43.1 60.0 60.0 40.9 60.0 60.0 36.9 58.4 80.0 36.9 85.4 eo.o _ 9 Ig _ 8 ANCHOR TYPE A THRU BY WOOD BUCKS `\ JAMB&- TYPE 'A'- -1/4* DLl LE TRAGON BY 'E! CO' L STRUCTURES SPEC BELOW mN ANCHOR TYPE C Li9 Fh 1/2" MIN. EMBED INTO CONCRETE _ Ira- 4 ANCHOR TYPE A THRU BY WOOD BUCKS `\ JAMB&- TYPE 'A'- -1/4* DLl LE TRAGON BY 'E! CO' ANCHOR TYPE B \ DIRECTLY INTO 3 KSI CONCRETE mN ANCHOR TYPE C mw 4 O' to g D INTO 3 KSI CONCRETE 1/2" MIN. EMBED INTO CONCRETE _ iTYPE 'B'- 1/4' X 3-1/4' ULTRACON BY 'FIC0' (Fu -177 KSI, Fy-155 KSI) INTO METAL STRUCTURES DIRECTLY INTO CONCRETE 2' MIN. EMBED O IL N� • RA& () 1-1/4' MIN. EMBED INTO CONC. OR MASONRY I TYPE 'C- 1/4- DLA. SELF F DRI I Mr c HW (GRADE 5 CRS) -� OR APPROVED MULLIONS MWAI-DADS COUNTY APPROVED MULLIONSOR O 8 t e I RO I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SRN/JAMBS) �Nyp• (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY lb Q 2 n I STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND I BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH I _ TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. I STD. FRAME HEAD AND SILL Q a AT HEAD -AT FTYPE 'A'- 1 /4' X 3-1 /4' ULTRA(ON BY 'E CO' (Fu -177 KSI, fy-155 KSI) JAMB&- TYPE 'A'- -1/4* DLl LE TRAGON BY 'E! CO' THRU TOY BUCKS INTO CONCRETE (Fu -177 K51, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. EMBED INTO CONCRETE �I 1-1/2' MIN. PENETRATION INTO WOOD THRU 213Y BUCKS INTO CONCRETE '- THRU 1SY BUCKS INTO CONC. OR MASONRY 1/2" MIN. EMBED INTO CONCRETE II 1-1/4' MIN, EMBED INTO CONC. OR MASONRY iTYPE 'B'- 1/4' X 3-1/4' ULTRACON BY 'FIC0' (Fu -177 KSI, Fy-155 KSI) TYPE 'B'- 1/4' MAIL ULTRACDN BY 'FICO' (FO -177 KSL Fy-155 K9) DIRECTLY INTO CONCRETE 2' MIN. EMBED II DIRECTLY INTO CONC. OR MASONRY I N� • RA& () 1-1/4' MIN. EMBED INTO CONC. OR MASONRY I TYPE 'C- 1/4- DLA. SELF F DRI I Mr c HW (GRADE 5 CRS) _ I I TYPE 'C'- 1/4" A SELF DRII I INC SCREWS (GI7ADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONSII MWAI-DADS COUNTY APPROVED MULLIONSOR 0 • • RO I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SRN/JAMBS) I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) I STEEL: 1/8' THK MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH TO BE I STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) I ALUMINUM PLATED OR PAINTED) - L - - (STEEL 1N CONTACT WITH ALUMINON TO BE PLATED OR PANTED) J - - -eT sI1.L. - - - - TYPE '62'- DIA 'ELCO' ANOHOR F1TDF DIerA. :E5 ,1/4' ULTRACON BY (FO -177 K51, Fy-155 KSI) INTO CONCRETE OR MASONRY - 2-1/2' MN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE - 1" MIN. 1-3/4" MIN. EMBED INTO CONCRETEINFO MEAL STRUCTURE - 3/4" MIN. -- L- - - - - - - - - . - - - - J WOOD AT HEAD OR JAMBS SG - 0.55 MRL ? NOTE. CONCRETE AT HEAD. SILL OR JAMBS f c - 3000 PSI ERN. ANCHOR CAPACITIES LISTED ON THIS C-90 HOLLOW PIL ED BLOCK AT JAMBS f'm - 2000 PST MN. SHEET LA BE USED IN CONJUNCTION WITH GLASS CHARTS ON SHEET 13 `SILL RtSERS 6R000CTREVAM EE SHEETS 14, 15. 17 & 18 FOR OPTIONAL SILL DETAILS c6aPMr�wili tlMF1E� / AND SHEET Ceda LOWER APPLICABLE VALUES CONTROL 13 FOR CAPACITY t -win 3 TRACK SYSTEM SHOWN ALSO APPLICABLE c.xP33,� ANCHOR TYPE B i ANCHOR TYPE B 'uall4r 06ts TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 K51 CONCRETE s PLEASE SEE FOLLOWING SHEETS FOR DETAILS. m x M, d P.4Y ret - Ikd�iL 0 • • • • ••$7�• • f�70 • • • \ 2 11. �)=lam(! F .. TIG ! • • UMII G 1.(+) LOADS 10 60.0 PSF FOR DOORS W/0 REINFORCING ALL SIZES LIMIT EXE.(+) LOADS TO 80.0 PSF FOR DOORS W/ RENF. UPTO 96 IN. HT. LMR D(T.(+) LOADS TO 60.0 PSF FOR DOORS W/ RENF. ABOVE 96 N. M. PO A HARDENED [AU. C/NON-SHRINKAGE HICH STRENCTH GROUT V: - 5000 PSI MIN. NOT BY C.G.I. MUST TRANSFER SHEAR LOADS TO STRUCTURE • ``1l1 VIil11j/�7 0 •.s.��_ drawing no. .1. �w...?� W10-31 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . TYPICAL ANCHORS y. • • • • • • • • IN CLUSTERS • • • • „//// AT MTG. STILE • • • k INTERLOCK ENDS • • • N� • RA& () SEE CHART • • • • • .0 ( gQ�a FOR OUANTTDES • • 0 • • • ``1l1 VIil11j/�7 0 •.s.��_ drawing no. .1. �w...?� W10-31 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m Wm - :Elm GLASS CAPACITY CHARTS NON. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH _ NOM. PANEL WIDTH APPLICABLE FEC EGRESS REQUIREMENTS TO BE REVIEWED BY AKJ. LB E8.1 bir 0 SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ABOVE +60.0 PSF ONLY. "tonvcrREVNM -uporal id, tow R. b ^a Q4d4 AO4PMaN• 1 -JLJ L tsti 84AIr' 64y ti11Ne!«�J NOTE: GLASS CAPACITIES ON THIS SHEET ARE c •' = -_ BASED ON ASTM E1300-09 (3 SEC. GUSTS) o S o •• AP" FLORIDA BWLDING f&0MMWFION o o o DEC:AFZ%:Y STAIPEMENT:D0F105-DEC-219 ` • • • • • • • • • • \A11111LFF c 0 Zola • • • • • �OF :�,(u`= Browing no. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY - PSF (GLASS) NOL PA41 Von, waI DOOR MAK Now waw NUUM OF POW 4u�m GLASS TYP!S 'A' 8 'AI' LNTERLOCILS W/O REINF. E%T.(4) IM.(-) GLASS TYPES 'B' A,. BI' INTERLOCKS WITH REINF. FM.(+) IM.(-) 24-1/8 30-1/8 36-1/8 42-1/8 I 48-1/8 54-1/8 82 10 60.0 60.0 ao.0 80.0 10 60.0 80.0 60.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 6010 80.0 50.0 10 80.0 60.0 80.0 80.0 9 53.3 531 71.1 71.1 24-1/8 i 30-1/8 36-1/8 42-1/8 48-1/8 f 54-1/8 i 84 10 60.0 60.0 80.0 80.0 10 60.0 6010 60.0 80.0 10 60.0 60.0 80.0 80.0 10 80.0 6010 80.0 10 80.0 60.0 80.0 80.0 9 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 90 10 60.0 6010 80.0 BOA 10 60.0 8010 80.0 80.0 10 6010 60.0 Sao BOA 10 60.0 1 0010 80.0 8010 9 60.0 60.0 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/e 48-1/8 1 96 10 60.0_ 6010 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 6010 80.0 50.0 10 60.0 60.0 80.0 80.0 9 60.0 6010 80.0 80.0 GLASS TYPES e'. B'• At. BI' INTERLOCKS WITH REINF. F.M.(+) IM.(-) 24-1/8 30-t/B 38-t/8 42-1/8 48-1/8 54-1/8 102 70 - - 60.0 60.0 10 - - 60.0 80.0 10 - - 60.0 60.0 t0 60.0 80.0 70 50.0 60.0 9 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 4a-1/8 53-1/8 I 108 10 - 60.0 60.0 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 )0 60.0 50.0 9 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 114 10 60.0 60.0 10 80.0 60.0 10 - 60.0 60.0 10 ---_ 60.0_ 60.0 9 - - 60.0 60.0 24-i/8 30-1/a 36-1/8 42-I/8 48-1/8 I 120 - - 60.0 60.0 - 60.0 60.0 Lo 60.0 a0.0 - 60.0 80.0 60.0 6o.0 m Wm - :Elm GLASS CAPACITY CHARTS NON. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH _ NOM. PANEL WIDTH APPLICABLE FEC EGRESS REQUIREMENTS TO BE REVIEWED BY AKJ. LB E8.1 bir 0 SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ABOVE +60.0 PSF ONLY. "tonvcrREVNM -uporal id, tow R. b ^a Q4d4 AO4PMaN• 1 -JLJ L tsti 84AIr' 64y ti11Ne!«�J NOTE: GLASS CAPACITIES ON THIS SHEET ARE c •' = -_ BASED ON ASTM E1300-09 (3 SEC. GUSTS) o S o •• AP" FLORIDA BWLDING f&0MMWFION o o o DEC:AFZ%:Y STAIPEMENT:D0F105-DEC-219 ` • • • • • • • • • • \A11111LFF c 0 Zola • • • • • �OF :�,(u`= Browing no. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• & HARDENED SILL RISER RINK4 NON-METALLIC TEE PSI MIN ABOD. ® ABOVE +60 PSF (FCD ® 1 �r.ilaIr �Itw a� ism siu e UVI n 1 0 Z m m 3 b • JI a � o on 0 WEEP SIZE 1/4- X 1 C$ i REFER TO SHEET 15 FOR VARIOI 5 0 d 6 t ~ 1 INSTALLATION CONDITIONS. I ie Y3 = o QW7n W z y_ OPTIONAL SLANT SILL ADAPTORS 3 u ci v A ` rr O W DECORATIVE a SILL COVER 'O - OPTIONAL 5" G O x N o p n „� li � ZLL nI n 3 O O OWDUCf REVIew Biad7°i wM11 t4 Pl�alti Aaepu No 1 - 2f • 2-, pm SILL RISER REOD.OADS ABOVE+660 ` SF ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'I 8' as v drawing no. W10-31 SILL RISER (ES� FOR LOADS ABOD. ® ABOVE +60 PSF (FCD ® 1 il lsvn KSI CONC. EDGE DIST., • 1 :/ 1' • `• I .3•KS1 QF)YC. • • • (' .. THREE (3) TRACK DOOR DETAILS• • • • ''��,<< ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'I 8' as v drawing no. W10-31 ,ro�'u z A z. zn 0�N-R IL Q a�a g Qaoow cc Qw fie LLz._ J�ml� TYPICAL FOF WOOD BUCKS \ K / O 1/2" MAX. LOAD RING z TYPICAL ANCHORS SEE ELEV. FOR SPACING C f10 X 1-1/4" SS PH SMS 1 PER CUP 3 PER PANEL AT 18" FROM EACH END M2 AND AD", 3/4SS FH SMS 1 PER CUPS 4 1/4" MAX. MD BEARING SHIM TYPICAL ANC+ SEE ELEV. FOR SPACING DOOR FRAME WIDTH • • • • • • • • 111♦✓ • .. . � . MAR p 5.�1J18 ' ';.• THREE (3) TRACK DOOR DETAILS• • • • ~'.,�OA ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O (Psi i ..'I. 3 K ll _EDGE DIST. 1 3/4' i SEE SHEET 15 FOR ANCHORS LOADS D PSF WEEP SIZE t/4' X 1/8' REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS1 OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL II I l II �I II II J SILL RISER OPTIONAL FOR LOADS ABOVE +60 PSF • •• • • • • ••• • .. ... 8AR 045 X10 2 ANCHORS • • • • • • • • • • • • TWO (2) TRACK DOOR DETAILS ••• SEE SHEET 15 FOR ANCHORS-\ • • • ••• Ear asr. 1 3/4' SN i 3 KSI CONC O (Psi i ..'I. 3 K ll _EDGE DIST. 1 3/4' i SEE SHEET 15 FOR ANCHORS LOADS D PSF WEEP SIZE t/4' X 1/8' REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS1 OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL II I l II �I II II J SILL RISER OPTIONAL FOR LOADS ABOVE +60 PSF • •• • • • • ••• • .. ... 8AR 045 X10 2 ANCHORS • • • • • • • • • • • • TWO (2) TRACK DOOR DETAILS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Wral iI III III/ll� i � ,1 �%;?� Browing no. Jv W10-31 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS C SEE ELEV. FOR SPACING �4 u lit in 1 _ PANEL WIDTH — LOAD BEARING SHI /10 X 1-1/4' SS PH SMS r 1 PER CUP G� P I�H\1 G D.L.O. 'Jl 1 PANEL WIDTH O Z w (I� xn rr i ` M2 /6 % 3/4' SS FH SMS 1 PER CUP 1 ES I D.L.O.ar Qf _ O {0 V� U 2 1 � 0 OO 0N�" �1IQYY� _ FF • �J Q�G�GH _ — 0.3 tiJ 3' Q uZ, W x E6 FIXED PANEL D.L.O. INTERLOCK ASIBAS,AL I n (REINFORCED) 1 C i NOM. PANEL WIDTH EXTERIOR n DOOR FRAME WIDTH MWDDCf wA IV PbYB U O n 0 w 1BY WOOD BUCKS SEENOTE SHEET ---ir�Ei ��f AteTp�y,-=N. 1717 12 i 1/2' MAX. LOAD BEARING K 1 L� O i +10 X 1-1/4' SS PH SMS 1 PER CUP (�`t z arI V J n SHIM PANEL WIDTH = yy- S PER PANEL 1/4' MAX C Z 1i 1/2- MAX.c�io3 TYPIAL AT 18' FROM EACH END M2 AND AT MIDSPAN LOAD BEARING METAL SHIM _30_� U' Q D.L.O. LOAD BEARING ANCHORS SEE ELEV. STRUCTURE O U SHIM FOR SPACING /B X 3/4' SS FH SMS TYPICAL ANC 5 1 PER CUP SEE EL FOR SPACI TYPICAL ANCHORS SEE _ - _ _ FOR SPACING S LNG O _ m � c - •uii>r �N O i E27 0 0 /2.11 EXT. DOOR FRAME WIDTH ._.a EXTERIOR DOOR FRAME WIDTH W� LCl W �• ••• • • • ! DOOR TH• • • • • • CO W O 0 � _ — WOOD BUCKFlXED • • • PANEL ••R • • • • • • • • c �d WOOD STRUCTURE •• ••• •• • • `���� %Q'..t1G� •'•. �'� SEE NOTE SHEET 1 : 8g `� n B •• ••• ••• ••• =i7 r• '; it-_ .' • • • KAR Q 5 W Ie • • £ ';,� drawing no. ••• :. :..•. �^�'_•�G�' woo-3� TWO (2) TRACK L----- DOOR DETAI _ 'NTIIIIIN�` sheet �9ot Qg ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • c HARDENED NGTH GROUT VK, NON-METALLIC 0 PSI MIN. A WINDOWS ISFER SHEAR STRUCTURE O \ . EDGE DIST. i •.. 3f 5/9' . c O REFER INSTAL - TO SHEET 15 FOR VARIOUS �V LATION CONDITIONS. ��V i� 11 14 ��^ SILL RISER Qf ?I�p fl 1 /1 AB ABOVV E +60 PSF 5 � `� 06iaIL N 1 p I II II N WEEP • •I • • O aco Oat& ; Z H ILI M 2 Um£ •• 4bmfC� REFER INSTAL - TO SHEET 15 FOR VARIOUS I r LATION CONDITIONS. ��V Z �n � r • M ��^ SILL RISER Qf ?I�p ,ea, O FOR LOADS AB ABOVV E +60 PSF 5 � `� 06iaIL N 1 p ic II II N WEEP • •I • • O aco Oat& ; Z H ILI M 2 Um£ •• 4bmfC� ILII _c F L OH OPTIONAL 0 00 SLANT SILL ADAPTORS '? -0 c DECORATIVE SILL COVER 3 n OPTIONAL 3 cz-j 3 0 FFFTTT UoQ� EDGE DIST. .5� • N I 3 �I"NC4 • • iRa3; • • •• •• • • FOUR (4) TRACK DOOR DETAILS• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3rowing no. W10-31 SILL RISER EB.I REDD. FOR LOADS ABOVE +60 PSF ��^ SILL RISER ,ea, O FOR LOADS AB ABOVV E +60 PSF 5 � N 1 p I II II N II • •I • • EDGE DIST. .5� • N I 3 �I"NC4 • • iRa3; • • •• •• • • FOUR (4) TRACK DOOR DETAILS• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3rowing no. W10-31 IYPICAL ANCHORS TYPICAL FOL WOOD BUCKS BUCK O 1/2" MAX. LOAD BEARII, #10 X 1-1/4" SS PR 1 PER 3 PER PANEL AT 18" FROM EACH END AND AT MIDSPAN /18 X 3/4" SS FH SMS 1 PER CLI CAL ANCHORS ELEV. SPACING 1- r G1 1/4' LAX. LOAD BEARING SHIM DRS TYPICAL ANCHORS SEE ELEV. FOR SPACING • • W • %WR10R • • • • • • • • • • • • • 11111 •: :. MAR 5 s01� FOUR (4) TRACK DOOR DETAILS • • • • • • • • • • • • • • ••• • • • ••• • • z� C y$n 2 � tenn`-$ g 0 G�� V ��M 0 0 &Oo_ yr., a.•I2r 0 •�� drawing a no. W10-31 AT 6' FROM ENDS k 12. O.C. 1 3/4' 3 5/6' 3 5/8" alf 4• (4) ANCHORS -- r — (s) ArcrloRs 6^ 3• 6' 3" I 6• 3• (6) ANCHORSk�� _ I 3' 6' 3- TWO (2) TRACK THREE (3) TRACK FOUR (4) TRACK PUCABLE FOR OUTSIDE 'NER CONFIGURATIONS FH THREA AT 6' FROM AITERED WELDED JOINTS R HEAD/SILL 0 .T (4) ANCHORS 6' 6" 6• NtOOUCraRvmm A��U•ct No [�rMlw e, ►w.lrw,a tefretG•N.1 (6) ANCHORS • • • • i • • • \\\\ sli (B) ANCHORS • FOR 0.9 • zoo' FOUR (4) utK : • •. • • •• •• t ••• • • • • ••• • • f • . • ••••• • • • • • • ••• • • • •• •• � N v ymj u c i �I0 R t., r to 0 M 3o -R oma.. 3 moa wig I �i OI •r o ZZ drove ng -_ no. .1� W10-31 TYPICAL PAD PILE INSTALLATION LOCATION TYPICAL AT PANEL 4 CORNERS EXTERIOR MOUNTED POCKETED JAMB O 1-1/8' MIN. SEAyANT, EDCE DIST. EXTERIOR TYPICAL ANCHORS TYPE A. B OR C AT 6' FROM ENDS AND g' O.C. INTO WOOD/CONC./METAL 6' O.C. INTO BLOCK ONLY 1-1/2' MIN. WOOD EMBED 1-1/4' MIN. BLOCK EMBED 1-3/4' MIN. CONC. EMBED 1/8' MIN. METAL THICKNESS ////, w i POCKET CAVITY NOT BY CQ NOT PART OF THIS NOA TO BE REVIEWED BY AHJ U O n «rouacrueyaw w" aeK4Wo �w Z �n 0'. 2 Q: O v n 0'9-- moll � ci�•r cy a odoos LLz f � 4c z 21 •/� drawing no. ;�� I W10-31 CODE PART No. DESCRIPTION MATERIAL MANUP. REMARKS E1 CGI -183 FRAME SILL 2 TRACK 606}T6 CGI EXTRUDER - E2 CGI -151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - E3 CGI -186 FRAME HEAD 2 TRACK 6063 -TB CGI EXTRUDER - E4 CGI -153 EXTERIOR INTERLOCK 8063 -IS CGI EXTRUDER - E5 CGI -154 INTERIOR INTERLOCK 6083-T6 CGI EXTRUDER - E6 CGI -155 MAIN STILE 6063-T6 CGI EXTRUDER - E7 CGI -156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER - ES CCI -157 SILL RISER 6063-T6 CGI EXTRUDER - E8.1 CGI -181 ALT. SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - E9 CCI -158 INTERIOR TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E10 CCI -159 INTERLOCK REINFORCING (LENGTH FRAME HT. - 87 6063-T6 CGI EXTRUDER Ell CGI -182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - E12 CGI -161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - E13 CGI -185 FRAME HEAD 3 TRACK 6a63 -T6_ CGI EXTRUDER - E14 CGI -168 _ OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E15 CGI -170 POCKET HOOK 8063-T6 CGI EXTRUDER - E16 COI -121 7/16' GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E17 CGI -123 1' GLASS GLAZING BEAD 8063-T5 CGI EXTRUDER - E18 CGI -153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - E19 CGI -154A INTERIOR INTERLOCK (OPTIONAL) 6063 -TS CGI EXTRUDER - E20 CGI -155A MAN STILE (OPTIONAL) 6063-T6 CCI EXTRUDER - E21 CGI -156A TOP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER - E22 CGI -158A ASTRAGAL (OPTIONAL) 6063 -TG CGI EXTRUDER - E23 CGI -168A OUTER -TRACK ASTRAGAL (OPTIONAL) _ 6063-T6 CGI EXTRUDER - E24 CGI -180 DECORATIVE SILL COVER (OPTIONAL) 6063-T8 CGI EXTRUDER E25 CGI -184 2. 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - E26 CGI -187 2. 3 & 4 TRACK FRAME HEAD SCREW COVER 6083-1`5 CGI EXTRUDER E27 CGI -188 FRAME JAMB SCREW COVER (OPTIONAL) 60,53-T5 CGI EXTRUDER - E28 OGI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - E29 CGI -1029 FRAME SILL 4 TRACK 6063-T6 OGI EXTRUDER - E30 CGI -1030 FRAME JAMB 4 TRACK 6083-T6 CGI EXTRUDER - EJ7 CGI -1057 FEMALE CORNER ADAPTOR (9(r) 6063-T6 CGI EXTRUDER - E32 CGI -1058 FEMALE CORNER ADAPTOR (135) 6063-T6 CCI EXTRUDER - E33 CGI -1059 MALE CORNER ADAPTOR 6063-76 CGI EXTRUDER M1 CGI -382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI -171C FIXED PANEL CLIP (2-1/2' LONG) 6063 -TS - 3 O FIXED PANEL M3 CGI -173 FIXED PANEL SHIM NYLON ---_---- 2 PER FIXED PANEL MID CGI -176 FRAME HEAD ANTLIFT & PAD PILE WOOL/NYLON SULLIVAN1 PER INIERLOCK/ASTR. Mil W2320ING PILE WITH CENTER FIN WOOL ULTRAFAB OR EON. - M12 - BOTTOM RAIL STIFFENER. i" LONG. 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL M13 TA-51-PRS-150-C2SS ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST /ST AIFSBUFN 2 PER OPERABLE PANEL M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN - ATTACHED TO SGD-503 M14A PS01-0038-117 DUAN. MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A MI5 SGO-507 KEEPER ZINC SULLIVAN INST. W/ 2 /10X3/4" PH M15A SGD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 /10X3/4" PH MIS SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 /10X3/4' FH M16A PSO1-00.76-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 /10X3/4' FH M17 SCO -5500 HANDLE SET LNC SULLIVAN/INTERLOCKS MIS SM23ODW4 HANDLE SET OPTIONAL ZINC SULLIVAN - MIS SCS2000 SILPRUF SEALANT SILICONE GE - M20 CGI -177 PANEL TOP & BOTTOM DUST PLE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL M21 WS -202 HERO AND SILL SMALL PLE PAD WOOL ULTRAFAB OR EON, t PER INTERLOCK/ASTRAGAL M22 WS -201 SILL INTERLOCK RICE PAD WOOL ULTRAFAB OR EOUN. M23 HD -12-10042 .350• REACH POCKET SEAL - AMESBURY - 52 - /10 X 1 1/4" LG. PHIL PN. SMS. ST/ST. ASSEMBLY SCREW - - 2 OR 3 PER CORNER SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40' FROM BOTTOM SS MORTISE LOCK (PART /SGO-500) (PS01-0036-117) ZINC RECESSED ADAPTOR (PART JSGD-503) (PS01-0036-117) ZINC HANDLE SET (PART #SM5500) & (PART JSM2300WH) ZINC KEEPER (PART #SGD-507) (PART #SOD -507N) DOUBLE LOCKS: REDD. AT 90' AND 135' CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40' AND 78" FROM BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD -3310141) SECURED WITH (2) 10-24 X 1/2" FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING BAR (PART #HD -3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 X 1-1/2' OH MS STEEL KEEPER (PART {AHD -3310143) SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS Nw•ucrTuvae m aww LR.I.41e FEry0115kiiji Gds 16 AA<tpfy Ns (7-IZF F-OnImee Deo`` rg I_tia17fi I1Ira R.rlr Pip/set Cp�hy ..... • 114AR0510:: • •• • • • • ••• �• • • • • • • • • • • • •• •• • • • •• •• �p---=---4.J35----� 5.921-j =^� 1.340 II 070 x.070 I _ x.675 -( �- 360 .847 1.250 .847 5 3.255 4.250 ------III h - O FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) '070 GLAZING BEAD IAM. GLASS .995 .075 .075 1.508, '�0 2 600 .070 2.600 � TOP/BOTTOM HORIZ 540 .753 3.000 .725 .055 .664 .070 995 I� Fes-- 4.735 T-1Fes. 225 5.921- � 1.490 1.415 N2 FIX. PANEL CLIP E1 FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) .120 3.750 3.750 2.005 2.755 .155 r-- .125 E6 MAIN STILE .695 070 1.366 1 1 .070 3.000 .2 1.610 1.870 --1 .995 OUTER TRACK ASTRAGAL. STILE IO INTERIOR TRACK ASTRAGAL STILE 1.770 1.415 .060 -2.005 E5 INTERIOR INTERLOCK --+ 995 I 060 1.8311.501 .1ss 3.000 Ea EXTERIOR INTERLOCK 1.825 .125 125 1.310 EB SILL RISER (OPTIONAL) p -3.188 .070- 625 .582 2.120 POCKET HOOK r.120 .995 050975 i.. -1 1.184 GLAZING BEAD INSUL LAM. GLASS 1.186 E f �7 TOP/BOTTOM HORIZ (OPTK)NAI 080 1.501 1.831 1^'-3.000--"� x.070 .156 1.490 1.415 3.000 J h t I .... f EXTERIOR INTERLOCK (OPTIONAL) 2.005 c t INTERIOR TRACK ASTRAGAL (OPTIONAL) 625 1.920 2.670 © • • i25• 00 SIL•.L••CO:ER4PT10N4.) ® F23 INTERLOCK REINFORCING OUTER TRACK ASTRAGAL . . • ••• • • MAIN STILE (OPTIONAL) I 1 N c3 0, • • [--3.000-•-1 .095 I g w C 1,415 = 3 N 1.770 060 7 3 h VO CZLL 0 • H 30 0 2.005 • • •• •• INTERIOR INTERLOCK (OPTIONAL) • �-� W •• ••• -j .572 • • ••• r N • .741 c a � 4 - o WID. 2,591 A 3,341 .All 062 ucoi • 42•S ' C•e ooz n OR- - ;14 RISER (OPTIONAL) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • dro.ing no. W10-31 11 4 FEMALE CORNER ADAPTOR (90') FEMALE CORNER ADAPTOR 1.375 .510 4,U 1 7 �^— 2.270 --{ a i— I r.,28 , 260 I .790 1.650 bj 1.640 Fon, 7.68 g .125 1,j85 x.765 .065FRAME HEAD COVERa 1 20 .080 1.621,640 1.520.344 T 060 .625 FRAME SILL COVER -1 MALE CORNER ADAPTOR FRAME JAMB (2 TRACK) � i 20 R 1.375 .243 U 2 y J 30 L �- ,.620 FRAME JAMB COVER I c 5.951 080 1.620 J.725 .125 .545. 90 1.62001 1.5 D{ N 065 0 = a 0 g qN�e 1 II I M .625 Fes-- .664— �.. I '000 3 h h C Z4 FRAME JAMB (3 TRACK) FIXED PANEL CUP 3 p o o� ?r L7 p 4 J m4t0DmfREvm& o b,E � 11 .isYWeRWit Y! it c u= • •• • • • • ••• • • • • • • • • • • • • • 1`1„11111//// ° MAR 0 5 2018 • • • • • • • • •' •i9 drawin no. ••• :• :• ••• ••• R `` -31 CsW tOBo 2E!tOBo 2E ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ----7.750 080 .925 .857 1.25 0 FRAME HEAD (4 TRACK) .050 � 2.600 775-3- 1 ¢2s FRAME SILL (4 TRACK) FRAME JAMB (4 TRACK) E; FRAME TOP CORNER 4 TRACK SHOWN FRAME OTTOBM CORNER 4 TRACK SHOWN �i i " fftDUCC REVlgp C.•Q •• • • • • ••• • mzO Z� 0 clu Ww t. cy A O tIgr : a8� Q ci e C n n 0 0 UlR a W v vN zC, - O � M O M n u 2 5 0 .. .. BAR 5.Z0�� 6 •.. ...==lJl=, • .x:17•. IL • • • • • • y, of �� drawing no. ••• • • • • ••• • • • • • • • • • • • • • • • • • • It • • • • • • • • • • • • • ••• • • • ••• • • FRAME TOP C( J TRACK SHC FRAME TOP RN R 2 TRACK SHOWN PANEL TOPACITTOM CORNER MITERED WAD CORNER (TYPICAL) FRAMEBOTTOM CORNER J TRACK SHOWN 0-ft;eF4 CJINEJ (CI TIO L) • • • • • • • • • • • • • • • • • • O Z -o ... . . . . ... • . 11111ee11��1../ o g ^ A201: - "AMO ;= drawing no. W10 31 GOIJNTY .__ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION A`CC TANCE OA CGI Windows & Doors, Inc. 10100 N. W. 25t° Street rami, Fl. 33172 ' • • • COPE. fll s • • 0 0 .. .. . 0 000 s`NOr4-is being issued under the applicable rules and regulations governing the use of 800606 QQ Uction m latgrials. Thp • • • documentation submitted has been reviewed and accepted by Miami -Dade County RER-PrgFwt ContgQ1 Section tb**so: be used in Miami Dade County and other areas where allowed by the Authority Having hA"re$on (We o * ..... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coufl4y Product Control Sectioao • • r (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserver the rigtlt to have tM—•;• product or material tasted for quality assurance purposes. If this product or material fail$ IC :*:form in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immtdiatefy rev .modify, or" • • suspend the use of such product or material within their jurisdiction. RER reserve*s tke.right to revoke this••.: acceptance, if it is determined by Miami -Dade County Product Control Section that this product or rnjt�ejiai 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 "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled `'Series Sentinel 160 Alum Outsw. oor ( .. .I./S.M.ly', sheets I thru of 13 of 13, inclusive sheet 1. 1, prepared by AI-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, 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: See Design Pressure ratings single and double doors in sheet 2 `, ingle 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 sheets 1 and 1_1 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 Oficial. This NOA revises and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. �uarr E couriTr POA No. 17-1226.05 Expiration Date: August 08, 2023 bL'i��2�i h Approval Date: February 22, 2018 Page 1 MIAMI -DADS COUN`FTY PRODUCT CONTROL SECTION 11805 S W 26 Street Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eoy/economy CGI Windows & Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 01-40 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors",.sheets 1.thru' of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 0143+103 and last rjv�on •; AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. • • • • • • • 6 6 6 6.0 0000.. B. TESTS (submitted under file #13-0226.06) • • 0 • • 0000 .. 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •'' • • . • • • • 2) Uniform Static Air Pressure Test, Loading per F9Z3 AS2I 94 0 • • • • • • 3) Water Resistance Test, per FBC, TAS 202-94(-:)V.p•pSF, sill S --I only) 4) Large Missile Impact Test per FBC, TAS 201-94 _0000. 5) Cyclic Wind Pressure Loading per FBC, TAS 203;94; 0 • ; • • • •; 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 '.:..' Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 1.1-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. l� Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 E 1 Approval Date: February 22, 2018 - CGI Windows & Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad.A mad, P.E. 2. Lab compliance and addendum letters, as part of the above referenged test repoata• •' ...... G. OTHER ••• • ...... .. . ...... 1. This file NOA revises # 13-0226.06, expiring 08/08/18. """ • 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25l'"z;Proved 636kER. ...... . . ..... 2. NEW EVIDENCE SUBMITTED A. DRAWINGS • . . . . ...... Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Out swi►rig;)oor fL 1VF�./S.lf.�", • ... sheets 1 thru of 13 of 13, inclusive sheet 1.1 01/03/13 and last revised on 02/13/18, signed and steal ded ybylJa ad Ahmad, P E n'tlated 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 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C- CALCULATIONS 1 • Anchor verification calculations and structural anal (2017), prepared by Al Fazooq Corporation, dated 11/13/17ysis, complying with FBC 6th Edition Ahmad, P.E. , signed and sealed by Javad 2. Glazing complies w/ ASTMS -1300-09. D. QUALITY ASSURANCE 1 • Miami Dade Department of Regulatory and Economic Resources (RER). orge M. PIasen iia, P.E. Prod Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 E - 2 Approval Date: February 22, 2018 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (VA%,or their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21.: . 9090 00.0:9 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Comgany (qA.; fpr theme.,: "Saflex CP-Saflex & Saflex HP Composite Glass Interla ers w/* 6 P Y �E% Core", expiring on 12/11/18. .0600. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Ine!for theirTtbsifol(t': Ultraclear, Clear, and Color PVB Glass Interlayers", expiring o$'r/m/19.:...:. 09 09' .. .. F. STATEMENTS 6 1. Statement letter of conformance to FBC 6ch Edition (2017) and of no fli%ncial 4nterest 9 0 0 0 0 prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed b3rJavadahinad, 131. 09 6.66 G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 E-3 Approval Date: February 22, 2018 ARIES SE��)_ TLN I 1(30 1�1,UMINIJM OUTGTFIN - DDDR A/ RIDETT7-FS 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. DOORS WITH STANDARD THIRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EEHT10N) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS By OTHERS, MUST BE DESIGNED AND INSTALLED ADEOt1ATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUTLDWG STAlX: R1RE. ANCHORS SWILL BE CORROS*N REBS ANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER ►6VtLrs INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE NICK IMPACT. NON-NETALIIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING RUT NOT UMTTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE IWORMATION FOR A SITE SPECIFIC PROJECT. 'e. LIFE SAFETY' OF IMM PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN T'.9S DRAWING ARE TO BE ANALYZED SEoARATELY. AND TO BE REVIEWED EY BUILDING OFTICM,L 3/16- ANN. GLASS 075' SoReo . By T; -b— .090' Sort. S By 'Eoatmoc 090- sMmt�K iy 'Kuroroy , L .oso- T.sow By 'Kurwoy ANN. GLASS SIT= OON9L 995 DOWSR 899 S� t � 11 � T f � 1 _ i S3 AT t/A PMTS GLASS 7YEF. 7/16. OVERALL LAM, GLASS WSTRucnQNS_ 115E cKw s AS FOLLOWS 7/16- HEAT ST:EN'D CLASS CP Nath PET C«e Chemieol Cc.' .075- Soflea CP lath PET Core �oatngn 0 -4 -W0 -4-W Co.' t.'And CobBy Gna .090- ScflA Coe Amt Colo Gkm icol Co.'. 'tort — C Clwrdcnf o.' IFTTDLAYERS � Los 090- s.ntry • fnc.' n iy 'ICurorey An•sricn, hc.' .090- Trosifd PVB By Kuraroy Amwko. Me: 7/16- HEAT STREWD (LASS ( SILICONE DOWS'L 995 OOWSIL 699 GE -1200 � a � � y`y 38 \ J � 1 53 AT 1/4 POINTS GLASS 7J16- OVERALL IAM. CLASS fiLUJING OPTIONS STEP T DETERMINE DESON WIND LOW REQUIREMENT BASED ON WIND VELOCITY. BBDO. HECHT, WIND ZONE USING APPUCA9LE ASCE 7 STANDARD. STEP FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACMT ES SEE SHEET 2. STEP FOR Sf0EUTE PANEL (0) CAPACITY SEE SHEET 3. STEP 4 FOR SDEUTE COM&NATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET A. STEP 5 THE LOWEST VALUE RESLITNO FROM STEPS 2. 3 AND N SMALL APPLY TO ENTIRE SYSTEM. PRODUCT REVISED as comp Iny with the Florida su".9 oW NOA-No. 17-1226.05 "ration Data 0810x/2023 ey Mlam a ucr�i 1 Contid DOO%SJSC"W A6E %TED 6OR U&GE•AND MULL MISSILE Ii1PACT. SHIOTIERS ARE NOTeREOUREA. a • • • • • • • • • • • • • • • • • • • • • • �\\11111 FIN r • • •• • •• • • • rr AN, F®2 •• ••• ••• •o• • • • • • • • C. • OF .•C •o• • • • • ••• • • • • • • • • • • • • • •• •• • • • o• •• ••• • • • ••• • • Z 21 F L H 101 IL Ir0 0 0it;, LL m�1 .1181 4c "ON 0 'Ironing no. W13-01 3/16- TEMPERED CLASS -319' AIR SPACE 3/16- ANNEALED CUSS ..90* Inted r, iSoRea C$w And Cabr Cion r6b, Eostmon Chemlcol Co.' 3j76' NEAT STREN'D GLASS I SAIC0NE 9 DOvrS,tf_ 995 j DEE 99 CE -7200 / \ 12 � XL EDGE SPACER OR STEEL BY CAROMAL g ` DURASEAL El' 'QLw4 C �$ OR 7 SUPER SPACER EYl-QUAeE1C \ OR / Y.ODISPACE 45G TPS BY '90ML*)hM' u AT 1/4 FORTS 'S TYPE 'CI' 1' WFAAIL PSUL LAY. CUs i 2 n 3/16' TE)AMtM GLASS �3/B- AIR SPACE 3/16' ANNEALED GLASS .073' tntenoyer sent. CP 7Ydh PET Core By E."m- Chemical Cu' -3/36- HEAT SMZ4'D GLASS SILICONENE DOWSL 995 �OOwSIL 699 GE -1200 36 12 ` I XL EDGE SPACER ST. STEEL BY 'CARORK' OR OURASEAL IFY 'OUANE)C OR / SUPER SPACER BY 'OUVtE)C \ OR / K0DISPACE 4SG TPS Err 'K0YYERLING S3 AT 1/4 POINTS . ". 1' OVERALL WtSUL LAY. GLASS 3/16' TEMPERED CLASS 3/B' ABR SPACE 3/16' ANNEALED GLASS j .050• SerbyGla. W4TERLAYERS-{ By Ku. Y Mwwc. t--. .090- Tmitoi PVB BY K --lay Am -u-, tic.' 3/16" NEAT STREN'D CLASS SILICONE l00w91 007Y9L 699995 GE -1200 y / \ n t7y5 38 \ 12 ` %1 EDGE SPACER ST. STEEL BY •CARDUtAL' OR o , DUKASEAL BY 'OLMND(' OR \ OORRPER SPACER BY '0UAt7Ek' z KODISPACE 45C TPS BY 'KDMUDh1NC' 53 AT 1/4 POINTS BTAAa5 TYPT..Sa 1' OADR4 L WSUL LAY. GLASS �w e O fi h aat 0 3� o:0Df'm cg� �gz0. <lyN� QC .I CtpiC ... . PRODUCT REVISED . . ... • : cAPlylRp with tM Flatwa I GLAZING OPTIONS NCN&4Ew 174226.OS E -0-0o. Dab 08/08/2023 4g • • • • • • i to~`��ji�g���n�ra�- � G • • • • • • • • • • • • • 1181 • • • • 1111/1/ • • X117 AN, .... . . .. . • . . . .. . • ... .. • • •• • • • .• • • • . •. . •.. • . # ,. •! k�� dowing ra. 1'.. ... . . . . ... • . . . . . . . . . . . . .. . • . . . .. . • ... • . . ... . . 2 ANCHORS TYPE 'A', '8' OR 'C' AT STILE ENDS 2 ANCHORS TYPE 'D' AT STILE ENDS T(PCM FI EVATION ( k ) SUGOLE FRAME MOTH MOINA H HEIGHT AY 61-1/2` 98• HINGES SEE NOTE HEAD AACHORS OLW(MY AT SIVE ENDS TYPE 81 ,/2• mf •g .r FRAYE MOTH i 6�SIX CR7 FOP, OUAHTRY7 - SURFACE APPLIL' SINGLE !1R f& IRI F DQm FALSE MUNTXS 61AY BE USED WITH SADDLE (ADA) SILL D�4� OPTIONS ( kk ) HUNGPS: OR DOUBLE (SX) DOOFS LOAD CAPICTT'Y - 2 PSZ GL TYPES 'A'. '8', 'Cl', 'C2' k 'CIA' NOTE' VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REWIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE NOTE: ENGAGM TO HEAD MIO S&L OUPoNC GLASS CAPACf71ES ON SHEET ARE PERIODS OF HURRICMC YMRNING, BASED ON AS7M E1300-09 C. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 _ E 26 1/4• 2g 1/1 ).L OPO. —DL OP SC SCHLAGE ♦ ANCHORS S CLCD �VER CREEK TYPE '8' TYPIcim F1BOLT BOL SEE „ • • • • • • • • • • • KDID ACE • • • • • • • • OUAH URIEX DURASEAI • • • • • • • • • • +L 11111111II rn Of SUPERSPAGER.`� �I /°" AN Ii4ET ' it �+ 3 POINT LOCN SEE SHEET 10 T Rp/ISED• • • •: ' •�R� yyNNgg wrteTi _ Fbela BuBdl Cod. � % _�.} 7� •.. II u � \ n / ?l SURFACE APPLIL' SINGLE !1R f& IRI F DQm FALSE MUNTXS 61AY BE USED WITH SADDLE (ADA) SILL D�4� OPTIONS ( kk ) HUNGPS: OR DOUBLE (SX) DOOFS LOAD CAPICTT'Y - 2 PSZ GL TYPES 'A'. '8', 'Cl', 'C2' k 'CIA' NOTE' VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REWIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE NOTE: ENGAGM TO HEAD MIO S&L OUPoNC GLASS CAPACf71ES ON SHEET ARE PERIODS OF HURRICMC YMRNING, BASED ON AS7M E1300-09 C. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 _ E 26 1/4• 2g 1/1 ).L OPO. —DL OP SC SCHLAGE ♦ ANCHORS S CLCD �VER CREEK TYPE '8' TYPIcim AT STU ENDS I FV im SURFACE APPLIL' SINGLE !1R f& IRI F DQm FALSE MUNTXS 61AY BE USED WITH SADDLE (ADA) SILL D�4� OPTIONS ( kk ) HUNGPS: OR DOUBLE (SX) DOOFS LOAD CAPICTT'Y - 2 PSZ GL TYPES 'A'. '8', 'Cl', 'C2' k 'CIA' NOTE' VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REWIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE NOTE: ENGAGM TO HEAD MIO S&L OUPoNC GLASS CAPACf71ES ON SHEET ARE PERIODS OF HURRICMC YMRNING, BASED ON AS7M E1300-09 C. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DOOR 121.0DIM • 17•'228 DL.O. HEIGHT = FRAMEHEXho .0cpi•A1D= yOS •D.L.O. WDTH (X COORS) =FRAME • � • ./�I �., �����_ WIDTH - ,J.75` • • Ve O.LO_ WIDTH (XX DOORS) = (FRAME WIDTH - 25)/2 .... ....... . ... . ..... . ... . ...... . .... .... . . .... . ZF 0 Q k 1p fu"`n 11 ,rot �0tg 0 aA O R OLog8 0 ata Sa, s Qbas d � v C $ 0 i S 0 Ao w R i n; �z 3z""+ C, ag�l C9oS�ajf —.up r,o. W13—o1 ♦' X 4-1/2• BUTT HN0&S TOP AND OOTTOM HRMES AT 6-7/6• FROM EACH END NTERMMIATE HW= EOUALLY SPACED SC SCHLAGE (+) P14GM PER LEAF UPTO 35' LEAF WIDTHS (SID. THRESHOLD ONLY) () HRLGES PER LEAF ADOVE S CLCD �VER CREEK 35` LEAF MOTHS (STD. THRESHOLD) (A) HINGES PER LEAF ALL MOTHS (SADDLE THRESHOLD) •• N ••• • • • • • •• CXL NAL XL • • • • • • • • • • • KDID ACE • • • • • • • • OUAH URIEX DURASEAI • • • • • • • • • • +L 11111111II rn Of SUPERSPAGER.`� �I /°" AN ' 1 5 2018 ??';i • T Rp/ISED• • • •: ' •�R� yyNNgg wrteTi _ Fbela BuBdl Cod. � % _�.} 7� •.. DOOR 121.0DIM • 17•'228 DL.O. HEIGHT = FRAMEHEXho .0cpi•A1D= yOS •D.L.O. WDTH (X COORS) =FRAME • � • ./�I �., �����_ WIDTH - ,J.75` • • Ve O.LO_ WIDTH (XX DOORS) = (FRAME WIDTH - 25)/2 .... ....... . ... . ..... . ... . ...... . .... .... . . .... . ZF 0 Q k 1p fu"`n 11 ,rot �0tg 0 aA O R OLog8 0 ata Sa, s Qbas d � v C $ 0 i S 0 Ao w R i n; �z 3z""+ C, ag�l C9oS�ajf —.up r,o. W13—o1 TOCAL ELEMADON f n 1 6' MAX. f SMILM LOAD CAPACrrY - PSF OR STAND ALONE STA710.YANY PANTL (0) ExcEm TESTED FRAME MEA = 11C.3 SO. FT. E F i FRAME CLASS TYPESCLASS 'A' 'B'. 'Cl' TWE 'C2' CLASS TWE 'C3' WIDTH RE1C/!1 E7[i +) M. - EXi. * -.(-) PRODILCREV/�Eft� . .0Q6 Rd 30' 33' ,u84" 37-1/8' 3s^ 42" m.0 aaa 8a0 i m.o :- • •• •R�1�rE �dCf OgtA m.0 80.0 80.0 boo60.0 m.0 solo m.0 60.0 m0 m.0 solo • • 0 � C m.0 solo so.c I so so.D m.o solo 80.0 m.o I 800 tic 80.0 30' 33" 36' 57-1/8' 39' 42'- m.0 m.0 m.0 I 50.0 80.0 00_0 solo m.0 m.0 80.0 m.0 m.0 IN)" m.0 m.0 m.0 80.0 m.0 m.0 80.0 I 80.0 solo so. 80.0 80.0 80.0 80.0 m.0 80.0 80.0 m.0 - 70.01 70.0 1 m.0 80.0 30' I 33' , 38 37-1/a' I" 42" 80.0 80.0 80.0 m.0 m-0 80.0 80.0 80.0 80.0 80.0 m.0 m.0 96' 80.0 mA MO mA m.0 m.0 m.0 80.0 80.0 m.0 m.0 m.0 - - 70.0 70.0 80.0 80.0 - -- -_-. 70.0 70.0 m.0 BOA 37 1/8' 165 1/2" AUX. 81 1/2' // I 1 -- Y [ 1 FLUS I I - DETAIL / 1 SEED E 1 1 1 3 POM LOCK SEE 566i Io 1 I o O u / n I -nvE hLACTNE MIDELTE OPTIONa CLASS INCL n ATM 1 IL!'ATIONS TOr: S1pF1 RTC WIDER THAN 37-1 AS" CN& Y 2CY h 96' HF10HT5 FOR CLASS TYPES 'C2' a 'W' oL/ANEX OURASFAL a suFERSPACER NOT ALIANEO FOR CLASS TYPE 'C,3* CARDINAL XL (UWT MAIC LOADS TO 370.0 PSF) 26 f 11 . . .j N 28 1/4' r / (� 37 1/0' ,. L. OPC/�ANCHORS TYPICAL FLF1.(AT10N E '8' ( O)CXo ) AT STILE ANC MULLION ENDS S1mmp DLO Dims D.L.O. HEIGHT FRAME HDGHT - 12.875' D -LO. WIDTH SIDELITE WIDTH - 6' SAND ALONE SIDELITE ONLY D.LO. WIDTH n SIDELITE WIDTH - 4.875 SIDELFrr TO DOOR ONLY SURFACE APPLIED FALSE MUNnNs MAY BE USED NOTE THE FRAME AREA OF AlTEf1tL11E E MUST NOT 5.2 ` E` u ExcEm TESTED FRAME MEA = 11C.3 SO. FT. E F i ••• • - SEE CHART FOR oLYVF m • • • • • • • • • iMNmY ZN ENDS • • • • • • • FEB 1 5 YA19 0 AW�-M TYPE PRODILCREV/�Eft� . .0Q6 Rd 0 4 Q 18 L_ :- • •• •R�1�rE �dCf OgtA • • a oo � • • ¢O¢ • • 0 � C • o pg N •• Q 1,7` $ • •• •• Q W P f F SAME LOCATIONS • kS ANCHORS ANC O R$ 5t1o1ur1 ON ••• 'HEi7 2 ^ a � R 0 Q W R (j2- b (n V O =N T Off•- tl $ fO c z1a 6 I S U SURFACE APPLIED FALSE MUNnNs MAY BE USED NOTE THE FRAME AREA OF AlTEf1tL11E E MUST NOT 5.2 ` E` u ExcEm TESTED FRAME MEA = 11C.3 SO. FT. E F i ••• • • • • • • • • • • • E u o y , • • • • • • • FEB 1 5 YA19 • • • •�L1111II1I71j ', PRODILCREV/�Eft� �,.e,., • • • tt NOV- 17"1226 * _ • z1{ ti • • • • +�oe•Jab :- • •• •R�1�rE �dCf droning m. • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D&SLOAD CAPAC3YY - PSR o00R ICE=LEAF SWDD1 9CEUTE FRAME SIDIum TO OR MG7LON WOR WIDTH Now (SEE NOTE INCHES INCHES INCHES EXT -(4) INE.(-) 24 60.0 80.0 30 60.0 60.0 33 80.0 50.0 - 36 1/4 84 60.0 BD.O 37-1/6 60.0 50.0 . 79 ao,o 60.0 42 Boo 80.0 24 60.0 60-0 30 60.0 60.0 33 SEE SHEET 3 60.0 60.0 34 -3/4 90 60.0 60-0 37-1/6 solo 60.0 19 60.0 60.0 42 60.0 80.0 24 _ 60.0 BD.° 30 80.0 60.0 33 80.0 60.0 "539-3/4 96 7&3 78-3 37-1/6 77.2 77.2 39 73.4 i 754 O 0 NOTE-- FOR OTEFOR DOORS CAPACITY SEE SHEET 2 FOR SIDEUTE CAPACITIES SEE SHEET 3, FOR SOEUTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS. SIDELI E. DOOR/SIDEUTE DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. (ox) (ox°) (xox) SDEUTE DOOR FRAME SDEIITE DOOR FRAME SDELITE M C END ANCHORS-/ ( &00� cm --� SEE SHEET 3 ENDANCHORS SEE SiEF; 1 4,V ro Z F� g We og 00cr " o� CIS, 9 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300- 9 (3 SEC. GUSTS) g • = 8 1 •• 00 Alp PO RY Bl �} • • • �TG MISSION ° • .D `� T �"•� DCA05- DEC- 279 E • • • • • . • 000 • • • • • • • • • \�ttt111T Ill /7 • • • • • • • • • • Al'fA, /,iii o PRODUCT REVISEDS i BnRdlnp w MM• • FI.:. FEQ J 5 " t __ Non.. w- 167-,226.06 ffxWr•tbn Dwbt9LQ01202 • � • • • � �• OF drawing no. .� _— - • •' a,•.... ':,aa. W13-01 .. • . . . . ... • . . . . . . . . • . . . .. . • . . . .. .. ... . • . ... . . IRs s POURED k KAROE EO NGH STRENCTH CRouT rc - 5000 P51 WN. RIOT BY Co WINDOW OUST TRANSFER SIGN .MDS TO STRUCTURE .MD BEARING APPROVED FOR WATER MI-TRlTION RESISTANCE PRODUCTREVISEDREVISED Zmny GoJ• Bt tM Ftwid. NOA-No. 17-1226.05 Exo-t— D.t.08/Oa/2023 ey ia • •• • • • ••• • • .FES 1.5.pQ� • • 1 ul„ .. ••0 0 SADD. . • iE (ens, jH&ES = • • • • NOT APPROVED FOR WATER INFXTgA-,M RESISTANCE UMRT MAX, DESIGN LOADS TO *70.0 PSF DOOR DET7AA71 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . z b Q b� 7 iG 6O4� Q ° 0tgm on A CY C °a a LLin . Q��i LSI s drarirq rw. W13-01 1 By w000 FA1CK EOCE DIST SEES NOTE SHEET ! L4.Y w000 BUCK OR EDGE6ONCROr EN ST 94McTuR t Q 2 Q TYPKK ANCHORS SEE EIiVATK)NS TYPICAL ANCHORS SPACXIIGG SEE ELEVATIONS FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. T1 C L ANCHORS' SFr CLEV. FOR SPAn+, TYPE W- 1 /4" DLA 17 ACON By = (Fw177 KS, Fy-155 K 1 MIN. LENGTH . 7 -3/4 - INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1ELY BUCKS INTO CONIC. OR BLOCKS i -3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4 MIN. EJABED INTO CONC. OR BLOCKS (JAMBS) �B�- 1 /4" K ACo N BY CO' (Fw177 M. Fy-155 KS MIN. LENGTH = -1/4` 1RECTLY INTO CONIC. OR BLOCKS 1-3/4• MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4• MiN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- I/-*' DIA. TFICS OR SFT F DR IIA SCorr (GRACE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMWUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL. 1/8- THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALJMWW TO BE FtATEO OR PAINMO) DMAL EDGE D� INTO CONCRETE AND BLOCKS . 2-1/2" MIN, INTO WOOD STRUCTURE : 1" MIN. INTO METAL STRUCTURE - J/4' MIN. WOOD AT HEAD OR JAMBS SG - O.SS MIN. CONCRETE AT HEAD, SILL OR JAMBS f-, 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS rm . 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. TYPICAL ANCHORS SEE EIEYATIONS FOR SPACING �i Cl1PPm MULLJON APVHOYm 1' SEE SEPARATE NOA 1! ! �t PRODUCT REVISED r.?nW1�My VIM tk• FlwWa NOA-Ne.17-1226.05 !xPlraNnn D -ti O8/OS/2023 By m.r•d•ct n •• ••• • • • • • •• FED 1: 5:103 _ ` .ice --II � •'. •• ••• ••• ••• } Q DOOR DETAIISJ • • • •' �r / Cy`� • • ••. . . . . • . . . . . • •• •• . • • •• .. ... . . . ... . . drowi`1q m. W13-01 TYVICN FO RICK HM 1 ANCHORS ICNG ... . . . . ... . . . . . . . . . . . . ... . . . ... . . 4S OF drar;ng no. '" w13-01 • •• • • . • ••• . PRODUCT REVISED P w. FNrwa 5.="= FE;1 5 toll ...aa MCA -Me. 17-1226.05 • • • • • • . • • t • �_ exOratl.e Das. 8/2023 • • • • • ��,'l�s "`t � DOOx nETa1L$ • ... . . . . ... . . . . . . . . . . . . ... . . . ... . . 4S OF drar;ng no. '" w13-01 IGI ANChM ELEVATIONS SPACMO A W4 ,47SEE 60 Co O nA V O U to TYMAL. WCHORS SEE ELEVATIONS FOR SPACM MAX WSONRY Cid I j,. TYPICAL ANC"005' 4- LONC Oj 4MTM JAMS FASTENERS 45 Fat LOCATIONS 4 Di/ -O S ] SEE DOOR JAMB SPACM I �...._ ,%O ON SHEETS 2 t 3 `iT) " EXTERIOR (_ LEAF WIDTH • E1-1/2•YA* a&- ""(X11) • • WE WIDTH • • • • • • • • • • • • • • • • sEA •• •••• • • • •J♦� ` LLL1tlI 1 � MAI• • � ' = 2 /`` WMSJ, � � _ Of %, droving no. W13-01 • • • •• • • • • NOTE TUR SNIM TO MEf � cTnMIrT1 NtF AT IAMFTS TO.1/6' • • • • • SIDELITE DETAILS ;s5 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • A W4 O y • 60 Co O nA V ya 0 0�� PRODUCT REVISED a. �wwWlrlws O i Ego „ � .Ith YL. Ronda 6allding • Cod Q r` m y s Now -N.. 17-1226.05 .10002 Q Ha ExP"ti— Oat• 08/08/2023 m _ Miam ro aet a � H � u � c � g S � 0b c � nNt=m $ 3 n II O t c � CLOS `iT) " EXTERIOR (_ LEAF WIDTH • E1-1/2•YA* a&- ""(X11) • • WE WIDTH • • • • • • • • • • • • • • • • sEA •• •••• • • • •J♦� ` LLL1tlI 1 � MAI• • � ' = 2 /`` WMSJ, � � _ Of %, droving no. W13-01 • • • •• • • • • NOTE TUR SNIM TO MEf � cTnMIrT1 NtF AT IAMFTS TO.1/6' • • • • • SIDELITE DETAILS ;s5 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TTIIN PARt N. 1 AL -lag OUA.VTRY AS RE00. DFStRIP7TON N FRAME HERO h SLL 2 AL -190 AS RE00. FRAME JAMB 3 A -796 AS RECO. soaff NEXT k SILL 4 K-1fl7 AS REOD. iTtFF STANDIIC soniT, ,IAMB 5 i AL -19a AS REQ. MA71HG SAEUT£ ,MMB 6 AL -193 ( AS REOD. PANEL Top 4 BOTTOM 7 AL -194 AS RECO. PANEL VERTIGK STRE 6 K-199 AS fE00. SHEAR (;LOCK 9 i K-191 10 K-192 AS RECD, AS RETIO. PRALIE HEAD ! 51LL SCREW COVER FRAME WAD t Sal. SLANTED SCREW COVER 11 K-121 AS RE00. OLAZWO BEAD (7/16' LAM) 12 K-123 AS RCOM GlAZM BEAD (1.000' INSUL.-LAM.) 13 AL -200 AS REDO. SNFAR PLATE 14 AL -195 As RE00. ASTRAGAL 13 KSOa - _ AS REOD. ,MM FREE sum B SCREW COVER T8 K-540 AS REDO. SWOUE TNRESNOUD (ADA COMPLMNT) 17 HO-4503PL AS REOD. I THREE POINT LOCK ASSY. (AT ACME PANEL USED BY ALL OPII)NS) 16 HO -1204 AS REOO. I FLUSHBOLT ASSEMBLY (AT NACTNE PANEL USED BY ALL OP70,(S) 19 NO -5455 PA55 AS RE- I LEVER LATCH LOCH, AT ACTNE PANEL 20 HD - 5455 AS REOD. DUMMY LEVER, AT 8UCT1yE PANEL LCCK SET OPIgN I 21 HO -6231 AS REOD. DEADBOLT (THUMBTURN). AT ACGVE PANEL 22 J10 TOR605 AS RECD LEVER LATCH LOCI. AT ACTIVE PANEL 23 J10 TUR605 AS RE00. DUMMY LEVER, AT NACT7VE PANEL LOCK SEF CPTION 2 24 .AGO AS REDO. DEADBOLT (Ti1UM8'VRN), A7 AM PANEL 25 ! HD -34-10116 AS RE00. LEVER LATCH LOCK, AT A(,MVT. PANEL 26 W-34-10116 As REOD. Ol1MW LEVER AT ENACTIVE PANEL LOCK SET OPT" 3 27 ND- 082410 AS REOD. MI DEADSOLT (YMBTURN), AT ACTIVE PAN4 2a I�-537 AS REDO. LATCH_LOCK STRIKE PLATE - 1 /PLATE f8 X 3/4' PIP• FN SMS (STRIKE PLATE ArtACHMENT) R! ND -536 9A - AS REOD. 2 /PLATE DFADSOLT STRAKE PLATE f8 X 3/4' P1•+. FH S16 (STRIKE PLATE ATTACIWENT) t0 FA -536/L AS REOD. LATCH LOCK sTRME PLATE SHU !7 HO -390P AS REOD. I LATCH LOCK 8 DFADDOL7 jT E PV.IE TROs f2 HD-STRKE BOX I AS REOD, LATCH LOCK k DEADBOLT PROTECTIVE DUST BM 3 HD -525 -11 -REV 2 /LOCK'MEL17. SOLT LOCK ASSEMBLY SA "D -533C 1 /R;15H6°LT FLA)91 M,GUOE (TOP & Bono") 4 ND -CN -10 j 4 /LEAF 4-t/Y x 4' HNCE 5 !D-ASSOO-L5321) 4 /LEAF 4-1/2' x 4' HINGE 6 HD-AB800-US 4 /LEAF 4-7/2' . 4' HINGE 7 03/6'-16 ROLL 2 /LEAF 63/8'-16 FLN.LY THREAOM ROD (ZINC PLATED) a WS -382V ASREOD. (X/1ZNC B,AET (DUROMETER 75/80) 9 WS -W31321 3 HO -203 RECD. 2/LEAF .1SJ' x 320' ULTRA SOFT FIV N£ATFIERSTRP SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD k siL 1 HD -1 2-10042 AS RECD. 350' REACH POCKET SEAL (FRAME PERIMETER GASKET) I WS -320: t AS RECD. FOAM-TTTE CLOSED CELL FOAM_COMPROSIM SEAL l HD -CUP ANGLE 2 /EACH 12 K 2.1/4' CUP ANGLE (ADA THRESHOLD TO JAMB ATTACHEuoM - 3 /CORNER f10 . 1-1/4' PHP. PH. SMS. (PANEL k FRAME ASSEMBLY) — - SEE L.EV. f14 . 3/4' HH. TEK (MULLION ATTACIW{FR) -f a/HNGE . 4/CLW fT2-24 . 7/2' PHP. FAL LK. THR'E10 FORL4NG - 2/EACH f6 . 1/2' PHP. TH. SMS. (ASTRAGAL ATTrAC/euENf) - t/EACH f 10 a 3/4' PHP. PH. SMS. (BOLT LOCR / FLUSTISOLT GUIDE ASSY.) 03/8'-16 NUT 4 /LEAF 03/8'-16 SERRATED -FLANGE NUT (ZINC PLATED) -1 2 /FLLAH80LT 06-32 . 1/2- PHP. PH. MS (FUUSHBOLT ASSEMBLY) .�— HD-DOOR SWEEP 1/EACN OOOR SWEEP (CPTIONK). SECURED W/ fa A 1/2 PH, SMS. 110-34-10003 - 1 /SCREW HOLE 2/ LTTE -_-PHP. INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) SETTING BLOCKS _ 1(AT£JOAL fE7'0. / REJIARYS 8063-T6ZNXYMARK /SMA ------r--- /SNA 6063-T6/ SNA 6063 -TQ — / SAPA KYAW( / SNA606}-T8 M 6063 -T6 KE114Mbc / SAPA 6063-T6 KDWARK / SMA 6063 -Ts 10.NIARK / SAPA 6063-73 IEYMARX / SAPA 6083 -TS KEYWARX SWA 606.3-15 KEYUW / SNA 6083-T6 KEYMMK / sAPA 6063-T5 KEYMARK / SAPA 6063-T5 KEYMMK / SWA 6063-T6 IEYMAAX / SMA METAL 001 PROPRIETARY ALLOY, STEEL OLd PROPRETARY BRAST BNDM BRASS SCI6ACE BRATS, STEEL COPPER CREEK S STEEL n G' S STEEL ssrm - OPTION INSTALLED. WA ADN CGI NYLON OCT NYLON CCI S. STEEL CGI CAST (QNC) CO ALUKWUU CGI PROPRIVaAR- BRASS PLACER S STEEL /LACER — STEEL PVC PROTOTYPE - PVC LLTRAFAS K -DUMMY ---------- ------r--- - — -------J 31 �_4i Z y ACTK LEAF WACNVE LEAF• g M u- IAMIa: lj(10- ` i a. lei " I IL yI 1,0 V D OPERATION OF OEAOBOLT (•TTN KEY FROM TIE E)(TERXTR OR _ RN / EXTERIOR Pl E M FROM/ THC I4iiJ80R) �-1---'^-...__-J-1 0 ao AMATO THE TFWEE-PpJNi �-----' == ? LOM MECHANISM J n G' REDARCLEss OF LOCK SEF __ OPTION INSTALLED. SECTION AT DEADBOLT LOCK SECTION AT LEVER LATCH LOCK I - A1E5$.RY ;iEALM'TS: ARMY • • • Nl 4ihZi -9 FRAME CONN"ioNS SEALED 1YTTH KIIM�I • CFO 5062000 46IU40Nf 9fALNJT. , '3NUY - • • • • • • • • • 5. STEEL PRODUCT yREVISED• • • • • • • • • • �. $ " o " ` S. STEEL - SuuRdInsrdoi*I* 0100 d. ••• ••• • ••• `ANLNKuiUrerrr S STEEL - NCM% FNa 17-1226.05 ``�J�•i...... gO�ii S. STEEL - GKp"tkm D•U• O ( 8/2023 K shn By Mlarn � r3' S. STEEL - • • • • • • - : • ALUMNUM SCRM4 TECH • • • • • • • • • NYLON - • • • • • • • • • i. drawing no. • ... s, •. EPDM OLIR06+ETCR 8 W 13-01035 SHORE A a4/ .. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ilk IiP2�. o CAWOM). mon V -k" 3. ]i[L YbM ©.W = Im nD too. cmftN MJf 0.-]ra[ rrr.- ma: dnt+c •`_.SOC �.: wrrLt UNLOCKED POSMON 0orKAA w w .COV Mr SLVGi-3.1i PRODUCT REVISED SS canOW With Nr ric Ad. Building NOA-Mo, 17-1228.05 ej(PIr+tlOn 0+d.OSM812023 •• ••• • • • • • ey•• FEB 1 5 .•. . . . • ..• . . . • • . • . • • . • • •• .• . • • •. .• ..• . • . ... . • IZ n {t Zi M s 0 ap Oki14 0 a o I 0 Q3oFk� IL � . I drawing no. W13-01 UNLOCKED POSMON b� El 1O ( STEL LOCKED POSMON PRODUCT REVISED b co w tth tM Hord• Building • .OA -No. 17-1226.05 laFkatl•n Dace 0&08!2023 sr FLU- p8LI At _L Mta eruct l:en (PARTIM. TOP END 6ECTlat* S 1 , ga'TCM EYO SIMILAR) • •• • • • • ••• • J FES 1 5 2018 " • • • • • • • • • "� CF 'anon ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • droving no. W13-01 3.823 .750 ,.390 .I o0 l i DOOR FRAME HEAD/SILL 6 082 1.6 I _ 1125 387 O• FRAME COVER r 1.587 � 1.82�I i_ '° SILL COVER .463,» e73 I1.061 U SIDELITE TOP & BOTTOM FRAME 3 SIDEUTE JAMB COVER .326 I7.135 i— .070 � '-c.243 is_5T3 1.m t-- I1---1.622- f OO 4 ASTRAGAL ADAPTER SHEAR BLOCK I�^ 1.810 ^i _ • 7.1.11 —1 1.225 i..- 0 DOOR FRAME JAMB 4 O SIDELITE FRAME JAMB 4 O TOP & BOTTOM RAIL s.soo- PRODUCT REVISED Q80 1.e26 .675 Mo"o. 17-1228.05 �" — rxvMatlon oat• 08/0$/2023 .993 .050 4.493 • • • 01, • • HINGE & LOCK STILE 13 SHEAR BLOCK PLATE I. 0 SIDEUTE MATING JAMB U125 +I 1 4.000-----i 16 SADDLE THRESHOLD PRODUCT REVISED •a ,caWngn with th• Mori"Mori"6•• .675 Mo"o. 17-1228.05 �" — rxvMatlon oat• 08/0$/2023 .993 .050 • • 000 1100 • • • • • By* • • • • • • • • • rai „� „t,or 1.184 • •• • • • • ••• • 7 GLASS STOP (LAM. CLASS) ••• FEB • • • • • 4,v a ap 0 a a ;A OV 6 IL tCo�' �jap Q fig O 04 agog Joel a30"s E� 1 0 2018��? Myo,,, ... , .995 .062 • • .:. .:. ..: . %, ��_ �. .. .. .... .. u 1.184 .— • • • •.. %/: droving no. GLASS STOP (INSUL. LAM. GLASS) pisstet .�� W13-01 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• K ASSEMBLY 1ASTE14EFIS TO BE MSTALLEU MOMG MOR TO JOINATMG JAM85 i 1 1 1 rroLE OM --"� ACCESS "OLE 1 1 1 MATMG JAMB i t FASTDOlS� i 3 SEE $FLEET B I FOR DETAIL � / 1I I I i ❑DOR FRAME TOP & BOTTOM CORNER ASSEMBLY FASTDVM ToBE MSTALLED PRIOR To JOMMG MATMG JA11B5 ";% jllyn' 16 T If/ di =1• PRODUCT D0 nWM1Cod-EM t. Florida Floridaa, u rww-E4o. •'17.9228.05 1�Ip. •q EmPhu"On Dab 08/0a/2023 '1 1 • . . • • • wao ni^ - Product ion iol • • •• • • • • • ? • •• • • • • ••• • 00„10 s ••• •.• •.• ••. •••- •:• 78582 _ •• • • • • I iir :*_ i j e • • • • • • • • • .R OF drow'rlg no. ..• . . . ... . . MIAMI•DADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD INISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 CE OF ACC CE OA www.miamidade.gov/economy CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 .... SCOPE: • • 6666 6400•• • • • • \ g issued under the applicable rules and regulations governing tl4A us; of WhsMtion •, "materials. The documentation submitted has been reviewed and accepted by M.iaia i a$e County RER- •' • • • 0 Product Control Section to be used in Miami -Dade County and other areas where alfbWeby the Authority :,...: Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miam • 0 4 0 Cou i oduct • 6 p i�Aad� ntS' P r ..:..' Control Section (Tn Miami -Dade County) and/ or the AHJ (in areas other than Mianzi.NA Coud?A*AServe 60.66, the right to have this product or material tested for quality assurance purposes. If �tkicepaoduct or material • fails to perform in the accepted manner, the manufacturer will incur the expense of such testing ape.tkLAHJ • • • • • may immediately revoke, modify, or suspend the use of such product or material tvitlyii,lheir j`!.irisdiction. ;,...: RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Munty Pro&cl t'antrol ' • Section that this product or material fails to meet the requirements of the applicable building code.0 0 0 0 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. Ho 'z. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through I 1 of 11, dated 03/29/10 with vision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacture name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15--0929.13 and consists of this page 1 and evidence -3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. NOA No. 17-0918.09 MIAMI•DADE COUNTY Expiration Date: September 22, 2020 F11JJ;r#11J41+ V71 Zr(i� Approval Date: November 02, 2011 �, Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) . • • • •. 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz.:Sliding Wdw'TL.M.I./* S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated jqW/ 10 wait%tef'sion•.•,;� "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed.lid sealed by Javad. Ahmad P.E. : • • • see* 0 00 B. TESTS ���•�• • .. .. . ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 •..... 2) Uniform. Static Air Pressure Test, Loading per MC, TAS 202-94 ...... 3 Water Resistance Test per FBC TAS 202-9.4 4) Large Missile Impact Test, per FBC, TAS 201'94' 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07!15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(b and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NDA No. 15-0512.05) orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 ." along with marked -up drawings and installation diagram of a s��' alumi;•unfixed • • window, to qualify DuPont "Butacite" PVB interlayer, Duraseal& and SupbrSpkerg....:. insulating glass spacer, prepared by Certified Test Laboratosi41• Fest Report No,:,,,,: CTLA-3056 WC, dated 04/16/15, signed and sealed by RameshC.'Patel, R& •. ' (Submitted under previous NDA No. 15-0512.05) 0 • • • 0 6 • : • 66 0 0.0.0 0 . 00000 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 ...... 2) Uniform Static Air Pressure Test, Loading per-F6BE, TAS 202-94 •; 3) Water Resistance Test, per FBC, TAS 202-94 0 4) Small Missile Impact Test, per FBC, TAS 2M -V . • • • • 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 94 ;; • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. JoTge M. Plaseneia, P. E. Produ t Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Che4i cafCompariy MA) ; for their "Saflex Clear and Color Glass Interlayers" dated 06.1✓1140 expifipg•og ....:. 05/21/16. 0000.. 0000.. 0000 .. 0 0 F. STATEMENTS 0000 000 0 0 0 .0009. . . 0000. 1. Statement letter of conformance, of complying with FBC 5th E0Itipjr(2014)and of no•..... financial interest, dated 08/17/15, issued by Al-Farooq Corporatioa,cigned and sealed by Javad Ahmad, P. E. 0000 0 . • 0 • • • 00 2. Laboratory compliance letters for Test Report No. CTLA-3062w, datefl 07/07/15,:.0..: issued by Certified Test Laboratories, signed and sealed by Ramesoh CO. Patel, e;15. 0 0 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102--10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 AIum Horiz. Sliding Wdw. (L.M.I./ S.M.1.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. // orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 .E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 0000 1. None. • .. 0000 0000.. .. D. QUALITY ASSURANCE *Goo** • 1. Miami -Dade Department of Regulatory and Economic Resourccl rtR$R). • • • 0000 .. 0000.. E. MATERIAL CERTIFICATIONS • • • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,-Imc. for thoir "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers"•dated 03/.1.9/ 7, expiring on 07/08/19. ' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for V: "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 61h Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by J'avad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 20].7 E-4 0000.. 0000.. . 0 0 0 0 . 00000 0000. 0000.. 0000.. 0000.. YCNI mum FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 110' v v 32 7/8' BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). BUCK WIDTH D.L OPG. SERIES SENTINEL 120 5 1/2' MAX. TO THE BUILDING STRUCTURE. •• •, ''�1' ANCHORS SHALL BE CORROSION RESISTANT, e4�A(:ED N ioryQ DgAL� • AND INSTALLED PER MMUPS INSTRUCTIONSOSPECIFIEO BEDM TCle BA 1316' FIN FRAME N ALUMUITUM HORIZONTAL SLIDING WINDOW HEAD/SIU. rI���YeZ 5• MAX. 7YP. ATG. STILE e HEAD/Sl ALL SHIMS 10 BE HIGH IMPACT, NON-METALM AND TIMCOMPA8SIBLET e • • • �z�" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. G UNITS OR SIDE 8Y SIDE COMBINATIONS FALSE MUNTIIIS (SURFACE AALIED) v v 32 7/8' BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). D.L OPG. D.L OPG. ACT =MISSILE 36 3/8' TO THE BUILDING STRUCTURE. •• •, ''�1' ANCHORS SHALL BE CORROSION RESISTANT, e4�A(:ED N ioryQ DgAL� • AND INSTALLED PER MMUPS INSTRUCTIONSOSPECIFIEO BEDM TCle BA VENT WIM FIN FRAME MATERIAL SHALL BE BEYOND WALL DRESSING W STUCW. • • • • • INCREASE IS USED IN DESIGN•OF ANCMRS•MTT• WOOD *NLY • • • ����` AI'I • • �� P� ..•••'•� i rI���YeZ FALSE MUNTIIIS (SURFACE AALIED) 32 7/8' 32 7/8' BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). D.L OPG. D.L OPG. ACT =MISSILE 36 3/8' TO THE BUILDING STRUCTURE. •• •, ''�1' ANCHORS SHALL BE CORROSION RESISTANT, e4�A(:ED N ioryQ DgAL� • AND INSTALLED PER MMUPS INSTRUCTIONSOSPECIFIEO BEDM TCle BA VENT WIM FIN FRAME APPROVAL APPLIES TO SIN LE N OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI -RADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. PRODUCT REVISED •a compyiwg with the Florid• !wilding Code No"*. 17-0918.09 Expirmuon Da�.110_, 2020 B7 GL��s/��j—� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • to Z y @n O "d i• Q.Op`a a w M �O008 ONN�Y d'rcz�N ZN o O In Q WmPF0 drawing no. W10-18 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). GLASS, 113Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ACT =MISSILE N TO THE BUILDING STRUCTURE. •• •, ''�1' ANCHORS SHALL BE CORROSION RESISTANT, e4�A(:ED N ioryQ DgAL� • AND INSTALLED PER MMUPS INSTRUCTIONSOSPECIFIEO BEDM TCle BA ACT • yet' '% •- -' 111111T I/ I ll��j $ MATERIAL SHALL BE BEYOND WALL DRESSING W STUCW. • • • • • INCREASE IS USED IN DESIGN•OF ANCMRS•MTT• WOOD *NLY • • • ����` AI'I • • �� P� ..•••'•� i A LOAD DURATION ALL SHIMS 10 BE HIGH IMPACT, NON-METALM AND TIMCOMPA8SIBLET e • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 94ALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC D•L%ESe PROVO 1�01RMRTAR • • '. FOR A SITE SPECIFIC PROJECT. 0 THIS PR AOEOUY OF STRUCTURE RECEIVING THIS PROOLIL�' NO Af3Ol1N0 dPENITJC.eFOR • • • •._ OF • • • •'% sl WATER INFILTRATION RESISTANCE ETC. NOTE TOOpt ANALYZE s PMA:EIf. OTESHOWED W ` `� • /l�s/�IMII1111� `` �AL ANO TIOBE BY BUIHLDSNG OFFICIAL • • • • t • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • to Z y @n O "d i• Q.Op`a a w M �O008 ONN�Y d'rcz�N ZN o O In Q WmPF0 drawing no. W10-18 !RJ -- 5- MAX. \ MTG..STILESW TILE • �� U 110' BUCK WIDTH 5 1/2- 13 5/16- MAX MAX. HEAD/SlU- 5' T HEAD/SILL z 6 I_ _ MTG. STILE 0 E2 8 13 b V h Z N O ii n II n u 1 6 n ii F it II II II F 11yy3 Ar �ADOL ANCHOR REOD. (SURFACE APPLIED) 24 1/2- 49 S/8" AT CENTER OF ALL PANELS OPTIONAL 11 / it D.L OPG. O � d 1 D u if u u u ABOVE 30' PANEL WIDTHS II II n R ----Ir--- II n I I II - --II - D n if n u II II VENT WIDTH u AT) a N D u D u u 5 II II 1 110' BUCK WIDTH 5 1/2- 13 5/16- MAX MAX. HEAD/SlU- 5' T HEAD/SILL z 6 I_ _ MTG. STILE 0 E2 8 13 b V h Z N O II II iiFy.II i / 1 6 FALSE MUNTINS 101 11yy3 Ar �ADOL ANCHOR REOD. (SURFACE APPLIED) 24 1/2- 49 S/8" AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. D.L OPG. FD(ED OR OPERABLE II II 11 II II II <^_ V ABOVE 30' PANEL WIDTHS II II n R Y8• AT HERO/SILL if n u II II VENT WIDTH B D n FLANGE & FLANGE ADAPTOR FRAME 110' BUCK WIDTH 5 1/2- 13 5/16- MAX MAX. HEAD/SlU- 5' T HEAD/SILL z 6 I_ _ MTG. STILE 0 E2 8 13 b V h Z N O FALSE MUNRNS� (SURFACE APOF'TI�ONmAI) 24 1/2- 49 5/8- D.L. OPG. D.L. OPC, 28" VENT WIDTH FIN FRAME EQUAL LEG FRAME my ftU Z y h 0 1 b Z h fl O N oJ NO N Cc� � V�y- paoQ oot9 M y� aw JME Q W N F ry � U n � C 1 a 00 W d c N o C 0 Nn C, i; • n U 2� II II iiFy.II 11 II 11 II 11 F 6 101 11yy3 Ar 8 g '�11/ e 11 .� II II II •� I II II 11 II II II <^_ V u II II n R 2 so 82 if n u II II 1 B D n o x FALSE MUNRNS� (SURFACE APOF'TI�ONmAI) 24 1/2- 49 5/8- D.L. OPG. D.L. OPC, 28" VENT WIDTH FIN FRAME EQUAL LEG FRAME my ftU Z y h 0 1 b Z h fl O N oJ NO N Cc� � V�y- paoQ oot9 M y� aw JME Q W N F ry � U n � C 1 a 00 W d c N o C 0 Nn C, i; • n U 2� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 101 8 g e u c g :F1 2 so n o O ` o x 00 000 0 0 ........ .... . 00 "' PASUCT RMSES1 " 6 � zomplying with the Florida = 70M = Building Code— i 7 j;• wOA-No. 17-0918.09 . • • • •• .((/� • Expl�li�onba 912 O •' OF : drawing no. %' •, ' � ��A•i'O�ar•1•� —18 � • � : • Mla • a •rQduct Gon r91 � • Q, �AL1`��� sheet 1.1 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' FLANGE DIMS. DESIGN LOAD CAP SF (XO ORK SIZES) STD, LLTG. RAD. ILD. IM. RAIL B.D. MTG. RAD, GLASS TYPES CLASS TYPES GLASS TYPES •A'A:'Af. 11'A'B1' '8' h 'B1' FLANGE DMS. BUCK DIMS. SCD. --RAD. B.D. JCCG. RAIL GLASS TYPES "S -TYPES 'A &.,U.. 'B.&.B1, '8' k '81' WIDTH HEIGHT WI01H HEIGHT .(+) INC.(-) EXT.(+) I INC.(-) 26-1/2' 37'26' 53-1/8" 74" 05.0 65.0 80.0 90.0 65.0 65.0 25-1/2" S6' 52-1/8' 73' 25' Ng, 65A 80.0 90.0 65.0 5:0-- 80.0 90.0 65.0 55.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2" 37' 53-1/8' 74' 38-3/8. 25-1/2'65.0 36" 52-1/8' 73' 37_3/8• 1-1'5.0 7-15/16 82-1/2 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 60.0 90.0 65.0 85.0 80.0 90.0 26-1/2' 37' 53-1/8' 74.' 50-5/8' 25-1/2' M 52-1/8' 73' 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 6510 80.0 90.0 26-1/2' 37' 53-1/8' 74' �, 25-1/2' 36' 52-1/8' 62' 65.0 80.0 90.0 65.0 80.0 90.0 65.0 80.0 r.2' 90.0 602 80.0 90.0 (1/2W) (1/2W) \ OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' ES E4 KSTD. MTG. RAID DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD, LLTG. RAD. ILD. IM. RAIL B.D. MTG. RAD, GLASS TYPES CLASS TYPES GLASS TYPES •A'A:'Af. 11'A'B1' '8' h 'B1' WIDTH HE10HT WIDTH I HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4- 8-15/16 83-1/2' 26' 54-3/4' 7-15/16 82-1/2" 25' 85.0 65.0 80.0 90.0 65.0 65.0 85.0 65.0 80.0 90.0 65.0 65.0 05.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 8-15/16 83-1/2' 38-3/8' 54-3/4' 7-15/16 82-1/2' 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 8-15/16 83-1/2• 50-5/8' 54-3/4' -15/16 1 82-1/2' 49-5/8' 65.0 65.0 80.0 90.0 65.0 65.0 - - - 65.0 65.0 _ _ _ _ 65.0 65.0 55-3/4' 76-15/16.63' 83-1/Y 1-1'5.0 7-15/16 82-1/2 62' 65.0 80.0 90.0 65.0 85.0 - - - - 85.0 65.0 (1/3W) (2/3" G >i r OPERA7NG VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' ITP. BUCK DINS Focal FG FRAME E4 H.D. MTG. RAIL, PRODUCT REVISED as com0lying with the Florida Bulidhg Code NOA-No. 17-09.18.09 Expiration Data09122/2020 Ell Mlam oct Control BUCK DIMS FIaNGE A^AOTOR FRAME EINIGE DNS _ P FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME .. ... . . . .. .. • • • • • • • • • �P,.•� NOTE: C GLASS CAPACITIES CN THIS SHEET ARE • • • • • • • • 00: • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • AYEaF AND FLORIDA BUILDING COMMISSION • • • • • • • gl!Or''' C�� DECLARATORY STATEMENT DCA05-DEC-219 : : • • : • : • • •: : •'���i, AL ��`��` • • • • • • • • ��1f I IIIIIl11 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �v Z qn 0. E 0' D t LL Irl tl�l* Q 60� c aU4 O� Q Wz 6ml I F drawing no. W10-18 • • • • • • • DESIGN [AAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIALS. STD. l[TG. RAD. B.D. MTG. RAD. GLASS TYPES GLASS TYPES Te'AI', 'B'e'BI' 'B' a 'Bl' WIDTH HEKiYT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4' 711' 26" 73" 105-1/4" 110' 25' 65.0 I 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4' 111' 38-3/8" 73" 105-1/4" 110" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4' 111' 50-5/8' 73' 105-1/4' 710' 49-5/8' 65.0 65.0 1 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 108-1/4' 111' 63" 73" 105-1/4' 110' 62' 65.0 65.0 80.0 90.0 61.6 61.6 80.0 90.0 60.0 60.090.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOR SIZES) FIANGE DIMS. BUCK DINS. (I /3w) (1/3W) (1/3W) HEIGHT j HOGHT EXT.(+) INT.(-) EXE.(+) I INT.(-) EM.(+) INT.(-) 74" 106-1/4' 111" 26" OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOR SIZES) FIANGE DIMS. BUCK DINS. 5111. MTG. RAD. B.D. MTG. RAIL B.D. MTC. RAIL GIASS TYPES GLA9S TYPES CRSS TYPES 'Ce'Af, 'BWEIV 'B' t '111' 'C' a 'C1' WIDTH HEIGHT WIDTH HOGHT EXT.(+) INT.(-) EXE.(+) I INT.(-) EM.(+) INT.(-) 74" 106-1/4' 111" 26" 73' 105-1/4" 110' 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74" 1D6-1/4' 111' 38-3/8" 73' 105-1/4' 110" 37-3/8' 65.0 65.0 80.0 90.0 65-0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74' 106-1/4' 111' 50-5/8' I 1 73" 105-1/4' 110' 49-5/8" 65.0 65.0 80-0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 74" 106-1/4" 111' 63' 73' 105-1/4' 110" 62' 65.0 65.0 80.0 90.0 65.0 65.0 (I 4W) (1 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' X" TYP. BUCK DIMS k" TYP. BUCK DIMS FLANGE FRAMEF-EQUALLEG FRAM FLANGE DIMS _I ES E4 STD. MTG. RAIL: 4E4 H.D. MTG. RAIL: PRODUCT REVISED as c..Plyfng with the Florida BulldlnM Code Now -No. I17 vl o.09 Expiration Data 09/22/20200 By Miami-Da�roduet Control BUG( DIMS FLANGE ADAPTOR FRAME FLANGE DIMS _ FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME .• •.• • . . • • .. `11111111[,,,,, NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • • ': BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • OF AND FLORIDA BUILDING COMMISSION • •• • • • • Dr• �:� DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • 'piss • • •• •• • • • • • �/,1�1 AL11111 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z Zn O. Q f -1 N Q 0 IL o ta- ll i pa a RE o 0 L in 0 arc 27 Q W7%n Zof aWOE� 1 � drawing no. W10-18 (1/2W) (1/2W) :i 4i G OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' E5 E4 K •• MTG. RAIL DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAD, H.D. MTC. RAIL GLASS TYPES CUSS TYPES 'A'8'AY, 'B'A$1' 16' h •11' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25--1/2 38' 52-1/8' 73• 25' 65.0 6 c 80.0 80.0 65.0 65.0 804 80.0 65.0 65.0 804 80.0 65.0 65.0 80.0 80.0 25-1/2' 36' 52-1/8' 73' 37-3/8• 65.0 I 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' 52-1/8' 73' 49-5/8' 65.0 65A 60.0 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' 52-1/8' 73' 62' 1 65.0 65.0 BO.O 80.0 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 60.2 60.2 1 80.0 1 80.0 (1/2W) (1/2W) :i 4i G OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' E5 E4 K •• MTG. RAIL (1/3'N) (2/3W) C CPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OXO BUCK DIMS 4- FIN FRAME E4 H.D. MTG, RAIL PRODUCT REVISED mc gpty�ng with the F'lorlda 11aIidMg Cade Non -No. 17-0918.09 Expiration Data 09/22/2020 Mlami4)aduct Contra FIN FRAME .. ... . . . .. .. DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) Nm 70.592 RUCK DIMS. STD. YTG. RAIL H.D. MTG. RAIL B.D. MTG. RAIL GLASS TYPES Gl" TYPES GLLS9 TYPES 'A'k'AI', 'B'8'B:l R' & •Bl' T' 8 'C1• WIDTH HEIGHT D(T.(+) INT.(-) EK.(+) INT.(-) E1R.(+) INT.(-) 54-3/4' -15/16 82-1/2' 25' 65.D 65.0 80-0 80.0 65.0 65.0 65.0 65.0 80.0 BOA 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/16 52-1/2' 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65-0 80.0 80.0 65.0 55.0 r 65 0 65.0 80.0 80.0 65.0 65.0 54-3/4'65.0 7-15/1 82-1 ". 49-5/8' 65.0 80.0 60.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4' -15/16 82-1/2' 62' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 85.0 - - - - 65.0 1 65.0 (1/3'N) (2/3W) C CPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OXO BUCK DIMS 4- FIN FRAME E4 H.D. MTG, RAIL PRODUCT REVISED mc gpty�ng with the F'lorlda 11aIidMg Cade Non -No. 17-0918.09 Expiration Data 09/22/2020 Mlami4)aduct Contra FIN FRAME .. ... . . . .. .. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z q F o� q�f i Q O 0Uu'1N 0 5, a i 0IEa< 0-ar.¢ 2 10 N wa o iL ZDC a1 100 Q�o�d OraWing no. W10-18 Nm 70.592 NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • - 0e: • • : fY BASED ON ASTM E1300 (3 SEC. GUSTS) • • • • • • v AND FLORIDA BUILDING COMMISSION •• • • • • • • • • • • DECLARATORY STATEMENT pCA05-DEC-219 • • • • • • • • • • • • • • • ii t'� �\� • • • • • TI1111.111AS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z q F o� q�f i Q O 0Uu'1N 0 5, a i 0IEa< 0-ar.¢ 2 10 N wa o iL ZDC a1 100 Q�o�d OraWing no. W10-18 DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DOLS. STD. XTG. RAH, H.D. MTG. RAIL GTJ95 TYPFS GLASS TYPES 'A•k•AI•, $'k$I• $' k $1' WIDTH Hf1GHT EM.(+) INT.(-) EXT.(+) i INT.(-) 73" 105-1/4' 110' 25" 65.0 85.0 80.0 BOA 65.0 65.0 80.0 80.0 65.0 65.0 50.0 80.0 73' 105-1/4" 110" 37-3/8' 65.0 65.0 80.0 80.0 66A 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110' 49-5/8" 65.0 BSA 80.0 80.0 85.0 65.0 80.0 e0.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110" B2' 65.0 65.0 80.0 80.0 61.6 61.6 80.0 80.0 80.0 604 80.0 80.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' BUCK DIMS FIN FRAME . DESIGN ]AAD CAPACITY - PSF (KO% SIZES) as com:l=with the Florida (I/3W) (1/3H') (1/3W) B.D. VrG. NAIL H.D. WIG. RAIL Gim TYPES GLASS TYPES CIAS4 'TYPES -A-Vii', '8'k$1' 18' k 'BI• 'C k 'cl, W10TH HEIGHT EXT.(+) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' BUCK DIMS FIN FRAME . DESIGN ]AAD CAPACITY - PSF (KO% SIZES) as com:l=with the Florida BUCK DIMS. STD. 1ATG. PAM B.D. VrG. NAIL H.D. WIG. RAIL Gim TYPES GLASS TYPES CIAS4 'TYPES -A-Vii', '8'k$1' 18' k 'BI• 'C k 'cl, W10TH HEIGHT EXT.(+) INE.(-) EXT.(+) ENL(-) EXT.(+) INE.(-) 73' 105-1/4' 110" 25' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 60.0 65.0 85.0 65.0 65.0 80.0 60.0 65.0 65.0 73' 105-1/4' 110" 37-3/B' 65.0 65.0 80.0 80.0 65.0 63.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73' 105-1/4' 110" 49-5/8" 65.0 BS.D 60.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 73' 105-1/4' 110" 62" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (1/4W) (1/2W) (I /+W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH ,XOX' PRODUCT REVISED as com:l=with the Florida Buildin Non-No. 17-0918.09 Z g expiration Date 09/2212020 0 . n By z n Q ? R ILIL i n •Siam ad induct n LL ILCC x O Gy^ O'Ooz"' 8 Od0n.4l Odtip3 Q 12 5 wD IL w c j C7O a WM2 FIN FRAME hu o `,,, Illllll// as ' �3GU1sF '•. A NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • 000 ••• • • • • E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • OF AND FLORIDA BUILDING COMMISSION �•• • •• • ••• •�'�`SS ,(x(10-18 STD. MTG. RAIL: H.D. MTG, RAIL• DECLARATORY STATEMENT OCA05-DEC-219 • • • • • • • • • • • �i7, L �`"���� sheet 3,10f 11 • • • • • • • • Al/111177 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 a / 0 �Ee POIN E' AT 1/4 TS ON W M7 WIDER THAN 36" GLASS TYPE 'A' / 5/16' NOMINAL LAM. GLASS 1/4' AIR SPACE 1/8' ANN. GLASS, 075' Interlayer Saner CP WRh PET Care By 'Eastman Chemied Co., OR .090" lnteriayer Saflex Clear And Color Glass By 'Eastman Chemical Co: OR .090' Intndayer SCntryGlas By 'Kararcy America, Inc.' OR 090' Interlayer Trosifol PVB By 'Kuroray America, Inc.' r1/8' ANN. GLASS a / 0 a Ell W AT 1/4 POINTS ON LRES W M7 WIDER THAN 36' GLASS TYPE 'B' 5/16" NOMINAL V.M. CLASS 1/6' HEAT STREN'0 GLASS 075' Interlayer Safiex CP With PET Care O'Eastman Chemical Co: R .090' Interlayer Sones Clear And Color Glass BY 'Eastman Chemical CO.' OR 1/4' AIR SPACE 090" Interlayer SentryGlas 1 By c. Kuroray America, In' ANN. 075 Interlayer 1/8' HEAT STREN'D GLASS Sailez CP With PET Core .075' Interloyer .075" Interlayer .C90' Interlayer Soft.. CP With P Core SentryGlaa Sane. CP With PET Cora By 'Kuroray America, Inc.' By 'Eastman CheMc Co.' t By 'Eastman Chemical Co.' i m GE 1200 DOW CORNING 899 OR DOW CORNING 995 Ml OR 090' interloyar .090' Interlayer Sof'x Clear And Color G s Saner CA—r And Col., Glass By 'Eaetmon Chemical Co.' O 'Eastman Chemical Co.' OR .090' Inted er y .090' Interlayer SentryGlae SentryGlae America, Inc.' R'Kuroray Amerlcv, Inc.' R'Kureray .090' Interlayer 090' Interlayer Trositol PVB Trasifai PVB By 'Kuroray America, Inc.' By 'Kuroray America, Inc.' 1/8' ANN. GLASS 1/8' HEAT STREN'D GLASS t� F C SILICONE a Z SILICONE m GE 1200 m GE 1200 ti DOW CORNING 899 DOCORNING 495 OOW CORNIDOW NG995995 \ / W \ m /M7 . a / 0 �Ee POIN E' AT 1/4 TS ON W M7 WIDER THAN 36" GLASS TYPE 'A' / 5/16' NOMINAL LAM. GLASS 1/4' AIR SPACE 1/8' ANN. GLASS, 075' Interlayer Saner CP WRh PET Care By 'Eastman Chemied Co., OR .090" lnteriayer Saflex Clear And Color Glass By 'Eastman Chemical Co: OR .090' Intndayer SCntryGlas By 'Kararcy America, Inc.' OR 090' Interlayer Trosifol PVB By 'Kuroray America, Inc.' r1/8' ANN. GLASS a / 0 a Ell W AT 1/4 POINTS ON LRES W M7 WIDER THAN 36' GLASS TYPE 'B' 5/16" NOMINAL V.M. CLASS 1/6' HEAT STREN'0 GLASS 075' Interlayer Safiex CP With PET Care O'Eastman Chemical Co: R .090' Interlayer Sones Clear And Color Glass BY 'Eastman Chemical CO.' OR 1/4' AIR SPACE 090" Interlayer SentryGlas 1 By c. Kuroray America, In' a / 0 a � W ATPON 1/4 TS ON LITES W WIDER THAN 36' GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS �1/8- HEAT STREN'D GLASS .075' Interlayer 1/4" AIR SPACE Saflex CP With PET Care I Co 1/B' HEAT STREN'0 GLASS .090' Interloyer 1/8' HEAT STREN'D T=ifol PVB By 'Kuroray Americo, Inc' 1/8' HEAT STREN-D GLASS SILICONE m GE 1200 )��M7 DOW CORNING 899 DOW CORNING 899 DOW CORNING 9B5 N.DOW CORNING 945 XL EDGE SPACERXL EDCE SPACER ST. STEEL BY 'CARDINAL' ST. STEEL BY 'CARDINAL.' OR OR OURASEAL BY 'QLIANEX' o DDURASEAL BY 'QUANEX' ORSUPER SPACER BY 'QUANEXWF9 SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES YE-1L&L0 S TYPE 'Al' GLASS �2E Bl'EE 'BI' 0.70' OVERALL INSUL. LAM. GLASS 0.70' OVERALL WSUL LAA. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'A1', 'Bt' N -Cl- MUST BE TEMPERED. F PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Data 09/22t2020 Dy Miam' a duct Control Eastman Che ca CR 090" Interlayer ASS SantryGlos ey 'Kura ay Ame ca, Ins.' 1/8' HEAT STREN'D GLASS SILICONE s GE 1200 'n DOW CORNING &99 M1 I DOW CORNING 995 I' ! • • *XL 4DGi• SPACER • • • • ii I •snasTEt Bf 'oeRD11Y1.' • • •OR • • • • • • t a • DU E& B• 'aMANBIP• • • O • •OR• • • • • • • a; E9 • • • •SUPEIV •P ACEI• BY '411111ANEW • • '[Y+j u7 AT 1/4 POINTS ALL SIZES QLASSOTYPE 001 ' 0.70. 0V0;jL6 INSUL. .GLASS • • : • ` r • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • �v Z OF g� Q W ?ot N a r V jNr m 0 o In In zOw N J?02 Q W W E F C�`• RQ /�/'1, err,, � o 70502 1 s e '•Af drawing9 no. o' •...°�G��.� W10-18 C1/B' HEAT STREN'D GLASS 075 Interlayer Sailez CP With PET Core O'Eastman Chemical Co.' R .C90' Interlayer SentryGlaa By 'Kuroray America, Inc.' 1/8' HEAT STREN'D GLASS t SILICONE i m GE 1200 DOW CORNING 899 DOW CORNING 995 Ml a / 0 a � W ATPON 1/4 TS ON LITES W WIDER THAN 36' GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS �1/8- HEAT STREN'D GLASS .075' Interlayer 1/4" AIR SPACE Saflex CP With PET Care I Co 1/B' HEAT STREN'0 GLASS .090' Interloyer 1/8' HEAT STREN'D T=ifol PVB By 'Kuroray Americo, Inc' 1/8' HEAT STREN-D GLASS SILICONE m GE 1200 )��M7 DOW CORNING 899 DOW CORNING 899 DOW CORNING 9B5 N.DOW CORNING 945 XL EDGE SPACERXL EDCE SPACER ST. STEEL BY 'CARDINAL' ST. STEEL BY 'CARDINAL.' OR OR OURASEAL BY 'QLIANEX' o DDURASEAL BY 'QUANEX' ORSUPER SPACER BY 'QUANEXWF9 SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES YE-1L&L0 S TYPE 'Al' GLASS �2E Bl'EE 'BI' 0.70' OVERALL INSUL. LAM. GLASS 0.70' OVERALL WSUL LAA. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'A1', 'Bt' N -Cl- MUST BE TEMPERED. F PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Data 09/22t2020 Dy Miam' a duct Control Eastman Che ca CR 090" Interlayer ASS SantryGlos ey 'Kura ay Ame ca, Ins.' 1/8' HEAT STREN'D GLASS SILICONE s GE 1200 'n DOW CORNING &99 M1 I DOW CORNING 995 I' ! • • *XL 4DGi• SPACER • • • • ii I •snasTEt Bf 'oeRD11Y1.' • • •OR • • • • • • t a • DU E& B• 'aMANBIP• • • O • •OR• • • • • • • a; E9 • • • •SUPEIV •P ACEI• BY '411111ANEW • • '[Y+j u7 AT 1/4 POINTS ALL SIZES QLASSOTYPE 001 ' 0.70. 0V0;jL6 INSUL. .GLASS • • : • ` r • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • �v Z OF g� Q W ?ot N a r V jNr m 0 o In In zOw N J?02 Q W W E F C�`• RQ /�/'1, err,, � o 70502 1 s e '•Af drawing9 no. o' •...°�G��.� W10-18 ley WOOD BUCK e4 4" d O O ♦ ., IDLE ^ • 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DISI. z TYPICAL ANCHORStEV —SEE E. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME U mN I MLIMI-DADS COUNTY APPROVED 11 o j l MULLION h MUWWN ANCHORS N I SEE SEPARATE IJOA �1 N ¢ o � IST. � I I EDGE DLST. I I TYPICAL ANCHORS�L ELEV. SEE ELEV. FOR SPACING FOR SPACING I �2 -3/8" M�NM,N.-y WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. I I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I( AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV- FOR SPACING ^ 2-3/8' MIN. 1/4" OLA ULTRACON BY 'ELCO' (Fu -177 KS6 FY -155 ) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAM ) \ ----- 'IT 1BY BUCKS INTO CONIC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ' - i -i/4" MIN. EMBED INTO BLOCKS (JAMBS) WHEN USED THE MIN. WOOD SUCK-' DEPTH SHALL BE 2% THE USE OF IRECTLY INTO CONCRETE OR BLOCKS DEEPER OR BEVELED WOODBUCKS IS 1- 4" MIN. EMBED INTO CONCRETE (HEAD/SILL/ PERMmID' 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 414 SMS OR SELF nRILNG SCREWS (GRADE 2 CRS) INTO MIAMI -RADE COUNTY APPROVED MULLIONS R I METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) PRODUCT REVISED STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) as eomplyl� with the, PI•rida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PLANTED) Building- Code NOA-No. 17-0918.09 TYPICAL EDGE DISTANCE Expl-tion Data 09/22/2020 INTO CONCRETE AND MASONRY - 2-1/2" MIN. By INTO W000 STRUCTURE = 1' MIN. Miam"r-O� a Pro uct Co.toi INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG = 0S5 MIN. CONCRETE AT HEAD, SILL OR JAMBS fe - 3000 PSI MIN. C-90 HOLLm OW/FILLBLOCK AT JAMBS fm- 2000 PSI MIN. WEEPHOLES: a• ♦•• • • • • • •• • • • • • • • t s ` 1L111111Ir ii W1 = 1/4' X 1-1/2'•W£EP SLD) AT 6•1/9" FiFOty EACH • END WITH PLASTIC COVEFP • • • • • • • • • . • • • • • • a • �P: -. W2 = 1/8" X 1/2' WL SLOTWAY 3-•fi8" FIJOM HiEI`1D♦ W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 • Z A 0 e� q H 2 n aRE W� W H' 8 d. ng el �qaViN0 ?On .500 46Vol IR Drawing no. W10-18 • • • • • • • • ffl 111111Tt` • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 • Z A 0 e� q H 2 n aRE W� W H' 8 d. ng el �qaViN0 ?On .500 46Vol IR Drawing no. W10-18 1/4• MAX. SHIMS TYPICAL ANCHORS SEE ELEV.— FOR SPACING �i O � O SCREENS OPTIONAL] P --- WOOD RUCKS XOX LAYOUT ,,.�� •,,�,,,,, MIAMI -RADE COUNTY I '; APPROVED MULLION & MULLION ANCHORS • • •• SEE SEPARATE NOA RUCK YAM RUCK VA PRODUCT REVISED 1! 1i TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT O EXTERIOR FLANGE I! 1/4' MAX. SHIMS 11/2 gt 0 2 0000 /%. SIRUCN TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE wA _ TO LOCK FLANGE ADAPTOR FRAMELV FLANGE ADAPTOR FRAME O asy ?Fi 1/2- TYR E0 ".0 0?o�.a N O ° 5"� v~ 0wm 0010aoo m- �ZUIDa aA L ZN� a O Q a�a � _—J ;PACING INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. • • • • • • • • • \i1\II II11 / ......... ,,.�� •,,�,,,,, = I '; •• ••• •• . • • •• ;ASF•., PRODUCT REVISED as Com�lyln With the Florida• Buiidin9� Codi E BUCK! •N0�•1•. a<z��s�i y •-V• no. • • 6cpl�tion�0,1,12 O' OFdrawing nrWVadt • •','�s COnkolContilrol • • • • 'fill I sheet 6 of 11 • • • • • • • • • • • •• •• • • • •• •• UETAL . ".. n • d .. BU.CK ' •a I .. ANCHORS R SP '11 \ w3= SIRCTR EQUAL LEG F RAM E ,er TYPICAL ANCHORS -------------------- SEE ELEV. r_____________ FORSPACING -RADE COUNTY AP____1 l 11jI MIAMI WDOO EDGE DIST:MULLION k MU ANCHORS SEE SEPARATE NOA EDG DIE. EDGE 1E Zh�FFWVvnbqV PmW Joi1 a z 3 �1 I� d _ LL pt ___�J 1 C, �2 Al , ---- it G m LL 0 Ur E3 ; \ w a 0 E7 TYPICAL ANCHORS SEE ELT HORS G d b a SEE ELEV. ' FOR SPACING FOR SPACMG Q ? n 14, min EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY j n $ 2 INTO WOOD, CONCRETE OR METAL STRUCTURES J Q�Smi r TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. 0 SEE ELEV. _ FOR SPACING 2 3/8• WIN. 1/4• MA)L BUCK WIDTH -� A U m SHIMS 1 PRODUCT REVISED c n O as complying with the Florida Building Code I ej Y HoA-W°. 17-0918.09 0 0 o C 2-3/8" MIN. Expiration Out* 09/22/2020Of w 6 B v rn Control C r o O 2 v I- t w C a U 0 O z a R N M n .. O w v3 h ` WHEN USED THE WIN. WDOD BUCK C Z 4 n DEPTH SDE 216•. THE USE of MIAMI -DARE COUNTY 1 pEFpER OR OR BEYEI.tb WOODBUCKS IS APPROVED MULLION O E W jS r 3 PERMRTED. SEE SEPARATE NOA N U O I BUCK WIDTH BUCK WID7,i I TYPICAL ANCHORS, W - SEE ELEV. FOR SPACING F I I o -h- i I; - - 33 33" E7 p 1 =-- c V du n W2 I M9 I I WI M3 1 • ••• • • • • • •• • ;' �i • • • • • • AAA B FZ • ^ • • 00: • • • • • • A / ° • • • • • • • • • �� P.J.. AHM �� d ,r a _ 0602 ° {- �, 3• `EDGE DISCµ •' :• \ d •.� i' 'Pi S�TSP*I ORS • • • • • • •- ._ .(� OFA drawing n0. •.. TYPICAL AACHORs .. a:. 1 t7 •FSR • • • • • • • • • • s''•• �• �2� W10-18 :• WOOD BUCK FOR SPACING .. • • • •� • • : • • • • 000 • • • '�` sheet 7 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTF E7(T. 01 NOT DY HOUSE 1 NOT DY HOUSE V NOT BY' TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (Fu = 74 KSI MIN.) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD FIN FRAME �V.V "r. q a PRODUCT REVISED q o as complying with the Florida Q f L N Building Code 6 i G NIOA�Io. 17-0918.09 a` o o .� M c W Expiration Date 09/22/2020 d td a" O t 7 By , t% y en1 Miami'- a e`V,aduct Control o 0ILag Q N N IZ3 x`08" Q Wolf �_ U n xp 01 {S 0 h v 0 W VOOD STRUCTURE 1/4' MAX, DUCK WIDTH 1/4" MAX C tn 10T BY CGI �P GAP O S N 1/2' MR1/2" MIN. i 3 Nn M _ 0 M n 3 c z u— E2 3 a x o< DACK3o O CAULKING F I L sc HOUSESE WRAP E6 NOT DY CGI c e o' ON EXTERIORS••••••• • • • • • • • • • `VL\LL lI t11tfti�7 • • • • • • • • • • • �� �Pp A►�� �i, S 00 000 00 0 00 • • • • • 01 w10—is • • • • • • • • • • • • • • • • ' 'V7Y/ II I IIL,\L1sheet8 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • y�U n PRODUCT REVISED as com lz with the Florida o Building Coe. NOA-No. 17-0918.09 Z q m # M Eapimtion Oete 09/22/2020 N � ro By Qa I^ Mlami-0adey duct Control 0' 010-1 o v O G'a pp t3 g .1 a0-99.1 0ILaQyyB O iQ W LL tl �L i °i = 0 �Z99r Q lum2F � O C n n r 009 C V yC s = N o NM O M C Z4 .. 3 o n _per iE 0�a� tlS U�� r O E G •$$$$ Ess oo$SS • • • • • \VL\\111111/1// / • P 'kqa • • • •• �''•\'\�xBE 1.11 n � yoy - - OF � Q/ � Browing Oo. •• • • • • • • Qn.: ••• :• :• ••• ••� ••• '��SSiIIiA��\\` sheet 9 of11 �ITF.Y PART / QUANTITY DESCRIPTION MA776RIAL lTAN£./SUPPLER/axu�xtcc Et Cp-f00 FRAME JAMB O FIXED GLASS 6063-T6 CCI EXTRUDER F1 CCI- 113 - FRAME SILIs L 6063-T6 CCI EXTRUDER E3 CGI- 102 - FRAME HEAD 6063-T6 COI EXTRUDER E4 CGI- 103 MEETING RAIL 6063-T8 CGI EXTRUDER FS cd-foa - LDac RAIL 6o6i-T6 ccl EXTRUDER E6 Cp-IQS - HANDLE RML 6063-T6 CGI EXTRUDER E7 Cd -706 - SASH RAIL 6063-T6 CGI EXTRUDER EB CGI -107 - 5/i6' GLAZING BEAD 6063 -TS CGI EXTRUDER E9 cd -toe - 0.700• GLAZING eEaD 6063 -Ts cp EXTRUDER E10 Cq-109 - FRONT FLANGE ADAPTOR 6063 -TB CGI EXTRUDER Ell CGI -110 NUL FIN ADAPTOR 6063-T6 CG( EXTRUDER E72 CCI -135 - TF FRAME JAMB O FIXED CUSS 6063-T6 CGI IXiRUDER EI3 CGI -136 - TF FRAME HERO 6063-T6 CGI EXTRUDER E14 CGI -139 TF FRAME JAMB 6083-T6 CGI EXTRUDER E15 CCI -140 - 1• MUNAN 6063-T5 CGI EXTRUDER Ei6 CCI -141 - 2.5' MULLION 6063 -TS CGI EXTRUDER E17 CGI -605 SCREEN FRAME 6083-T5 Cd EXTRUDER E18 CGI- 114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI- 115 - SILL FILLER 6063-T6 CCI EXTRUDER E20 CGI -116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI -117 - HD LOCK RK fi063-T6 CGI EXTRUDER F22 CGI -138 - TF FRAME SRL 6063-T6 CGI EXTRUDER E23 CGI -109 - FRONT FLANGE ADAPTOR 8063-T6 CGI EXTRUDER Mi CGI -382V - ClA21NG BULB VINYL (DURONt7ER 75-80 SHORE A) PVC - M2 CGI -111 - SCREW COVER (OPTIONAL) PVC - M3 CGI -112 3' O ANCHORS EQUAL LEG COVER/SFNM PVC - M4 - 0.700' X 0.040' BEAD GE1200 SILICONE SILICONE GE M5 - 0.700' X 0.040' BEAD OOYI 995 SILICONE DOW M6 - 0.700' % 0.040' BEAD DOW 899 SILICONE DOW M7 - 2/ LTTE SETTING BLOCK EPOM OUROMEfER 80f5 SHORE A MB - - PROTECID WRAP WATERPROOFING OR EgUN. - - M9 684 - ROLLER TRACK PVC - M10 Cd -12B 2 PER SASH ROLLER HOUSING NYLON - M17 923201 NG - PILE WfRi CENTER FIN WOOL ULTIiAFAB OR EQUIV. M72 CGI -129 1 PER SASH EGRESS LOCK ALUM. SUWVM! N13 CGI -131 2 PER SASH HANDLE RAIL END CAP NYLON MJdA M74 391-N 1 PER SASH ANTILFT BLOCK NYLON NdtM N13 OPTIONAL RETICULATED FOAM 30 PPI - M16 CGI- 134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 -030730407-32 1 PER WD. CAM LOCK LNC TRUTH OR ETXIN. M18 CGI -132 2PER WD. 2' SASH STOP PVC PROTOTYPE MIS CGI --Ill OFR HEAD SCREW COVER PVC PROTOTYPE M20 CGI --125 2PER SASH SASH CAM (B/T BALANCE) N7tON MEdi M22 VARIES N -FUD WEEP CCNFAS PVC AMES&1RY OR F1111N S2 - 2 OR 3 PER CORNER # 10 X 7 7/4• LG. PHIL PH. SMS. Si/ST. ASSEMBLY SCREW - 53 - 1 1/4' EMBED. � e X 1 1/2' L.C. PHIL PH. SMS. FIN ANCHOR SCREW - - • • • • 54 - 4 PER W0. % 8 X t/Y R1. SMS. ST/ST BALANCE BRACKET SCREW 55 2 PER WO. % 8 X 1• LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - • • • • 6 X 1/2' LG. FH. SNS. OCGI-133 h CMA LOCK _ _ • • • � - 4 OM. RML ` 70 % 4' LC. PHIL. PH. SMS. SF/ST. ASSEMBLY MEETING RUL - - 59 - 2 PER ANTIUFT P 10 % 5/8• LG. PHIL. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PH. SMS. Si/ST. ANTIUFT SCREW - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Eta FLANGE FRAME HEAD 622 FLANGE FRAME SILL FLANGE FRAME JAMB (MOVING) 12 FLANGE FRAME JAMB 3 FLUSH FRAME HEAD LJ FLUSH FRAME SILL U FLUSH FRAME JAMB (MOVING) .811 2.505 ,055 TYP. t.ot� .500 7.245 E1 FLUSH FRAME JAMB (FIXED) 1 L7.1., L E4 MEETING RAIL Ij''� 1.788 ,065 r ivlaLCr���I 1.015 1.043 OLOCK RAIL E21 ALT. LOCK RAIL 1.892 .065 TIP. 2.195 �- n I 1.015 1.043 E6 HANDLE RAIL 1.395 .745 .065 1.015 OSASH RAIL -j .065 1.5l�I 1.650 I 1.J95 Ett NAIL FIN ADAPTER 1.496 2364 1.255 .080 TYP. J SILL FILLER t.45o .180 550 .050 J- EPJ FLANGE ADAPTOR 440 .120-^j r .703 .050 i1P. ('- .705 I TIP. .864 E8 5/16' GLAZING BEAD .700' GLAZING BEAD 1.449 I --1.395-+I 7- t�293 .050 I--1.413--1 M3 FLUSH FRAME COVER u2 SCREW COVER PRODUCT REVISED as eom. with the Florida Building Cods .OA -Ho. 17-0918.09 Expiration Date /12/2020 Nlaml-on dyProdaet Control •• ••• •• • • • •• as ••• ••• ••• • • __.. /t •• • • • • f • • f • • • • Y •• • ! • • •• •• • • • • • • • • ! ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • OF•!(!'� drawing no. W10 tib awf \1 r• :.t fir.. •:\7:t- m • • • FRAME ffORAER • • • • • 1 •• • • • • • • - ''.r oo • • •• •• • • • • • • • • • .•• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as ...plying nth the Florida Building Codi NOA-No, 17-0918.09 Expiration Dat•09122/2020 By i r� Mia-m���roduct Control 70592 z`r :�h •: �I X-•. of ..'ll drowing no. W10-18 4 i — BCIS Home I Log In I User Registration I Hot Topics ( Submit Surcharge I Stats & Facts ( Publications I Contact Us BCIS Site Map I Links I Search d FI Lida ID I ' Product Approval 4 USER: Public User �1 P,�rcss 6 M.kwrvr�.arn 2017 ••• •••• Product Approval Menu > Product or • FL # • • Application Type • •••• Code Version • Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval > Application Detail FL16472-R5 Revision 0000 2017 ••• •••• •••••• • Approved • ' •' • • •••••• •• • *Approved by DBP rovals by DBP"%*��e reviewed and ratified�y • •••• the POC a Commission if necessary. • ; • • • • •••• • •• ••••• Masonite International • • • • • 1955 Powis Road • • • • 0 • West Chicago, IL 60185 • • • • .. • • • • • • (800)663-3667 • • • sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 12/15/2017 12/18/2017 Year 1994 1994 1994 Date Approved OT 12/21/2017 Model, Number or Name I Description 6472.1 Metal -edge Steel Door in Adjustable 6'-8" Opaque I/S or O/S Single Door Unit Steel Frame Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +66.0/-66.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. See the single door details on drawing FLO178 for additional information. See FL16472,3 for double doors. 16472.2 Metal -edge Steel Door in Adjustable Steel Frame Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. See drawing FLO179 for details. 16472.3 Metal -edge Steel Door in Adjustable Steel Frame Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 6'-0" x 6'-8" max nominal size. See the double door details on drawing FLO178 for additional information. Certification Agency Certificate FL16472 R5 C CAC NI006039.01.pdf Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL16472 R5 II FLQ178.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: • • • • • • Evaluation Reports • • **so p�f e • e • FL16472 R5 AE 5127468 • • • • • • Created by Independent Tlyrd.Pa1ty: Yes • _ _ • • 8'-0" Opaque I/S or 0/S Sir c, Ie Door Unit • ; e • a Certification Agency CertjgW#, • • FL16472 R5 C CAC NI006039.01Rpdf so**** • •" Quality Assurance Contr E041ration'Date • • • • 02/28/2021 • • • • • • • e Installation Instructions: • : • • FL16472 R5 II FL0179.p4f 000000 • • •• Verified By: National Accreditabioro& Management Institute• •, Created by Independent Thud Party: : 0 • • • • Evaluation Reports • • • • FL16472 R5 AE 512746B.pdf Created by Independent Third Party: Yes 6'-8" Opaque I/S or O/S Double Door Unit Certification Agency Certificate FL16472 R5 C CAC NI006039.01.pdf Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL16472 R5 II FL0178.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL16472 R5 AE 512746B.pdf Created by Independent Third Party: Yes Bark Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qpyright 2007-2013 State of Florida.:: EE[yw Statement :: Accessibility. Statement ;: Refund Statemen Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: = W® gil M Credit Card Safe . % .. :N : TI • E OF PRODUCT CERTIFICATION Cvhipa4y: , j448pite International Corporation Certification No.: NI006039.01 • • • •' :195%tlowis Road Certification Date: 05/31/2005 • • • • • •:West Chicago, tL 60185 Expiration Date: 02/28/2021 Revision Date: 02/20/2015 .. . . . .. ... .. • ;• Plea?&t; Kletal-Edge Impact Rated Steel Door w/"Fast Frame" Two Piece Adjustable Steel Frame . . . . . . 000 • • Specification: TAS 201/202/203-94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents. product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at wmv-w.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing Glazed Design Water Missile Test Report Number p or or Maximum Pressure Test Impact Drawing Number & Outswing Opaque Size Pos/Neg Pressure Rated Comments X I/S Opaque 3'3" x 6'10" +66/-66 2.86 psf Yes NCfL-210-3090-i Single Max Panel Size: 3'0" x 67" Slabs-CA/CH/EN Anchor Details: MA-FLO178 X O/S Opaque 3'3" x 6'9"66/-66 10.5 psf Yes NCTL-210-3090-1 Single g Max Panel Size: 3'0" x 67' Slabs-CA/CH/EN) Anchor Details: MA-FLO178 X I/S Opaque 3'3" x 87" +55/-55 0.0 psf Yes NCTL-210-3086-1 Single Max Panel Size: 3'0" x 6'7" Slabs-CA/CH/E Anchor Details: MA-FLO179 X O/S Opaque 3'3" x 8'1" +55/-55 10.5 psf Yes NCrL-210-3086-1 Single Max Panel Size: 3'0" x 67" Slabs-CA/CH/EN Anchor Details: MA-FLO179 XX I/S Opaque6'4" x 6' 10" +50.5/-50.5 2.86 psf Yes NCrLr210-3087-1 Double Max Panel Size: 3'0" x 67" (Slabs-CA/CH/EN) Anchor Details: MA-FLO178 XX O/S Opaque 6'4" x 610" +50.5/-50.5 8.25 psf Yes NCTL-210-3087-1 Double Max Panel Size: 3'0" x 67" (Slabs-CA/CH/EN) Anchor Details: MA-FLO178 N ti 1 a ona Accreditation & Management Institute, Inc. 794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . ... . . . �j �� .. .. . U"i�4�' • • . . . . . SIDE -HINGED METAL -EDGE STEEL DOOR' jgrr• • • • BW OPAOIE DOOR IN TWO-PIECE STEEL FRAME .. . . . .. ... .. GENERA! NOTES • • • • • .. . 0 00 1. EVALUATED FOR USE IN LOCA/JpjlS�EF�4G �fO • • • • THE FLORIDA BUILDING CODE RRIIDD YYRE��I�tE • • • • • • • REQUIREMENTS AS DETERMINED BY ASCE 7. M1141MUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HUMCANE PROTECTNE SYSTEM (SHUTTERS) IS NOT REQUIRED 3. IN THE MM2. FACTORY PR9lED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLtt MHAN£ CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 80 PER ASTM E84. �O ip h Th r T 4.25' TABLE OF CONTENTS SHEET % DESCRIPTION t 7YP1CAL ELEVAT% do GENERAL NOTES ANCHORING LOCATIONS .g DETAILS ro' +c'L VMQFR41E 35-3/4' MAX_ PANEL WIDTH • REQUIRES THE ADDITION OF PEMKO S88 GASKET AND PEMKO 305CR TO FRAME JAMBS AND PEMKO 3452AV SWEEP APPLIED TO THE DOOR SLAB IN ACCORDANCE WITH PEMKO INSTRUCTIONS. AdbdnblWW EV ib Dob —=Loe—v m b a s �Y�, sc�c ,� N.T.S. oro. sr. TR KURT BALTHAZOR ac ft' FTAPoDA P.E. aftloc "o: 156533 DWI^-WA-FL0179-1 mm _T OF 2 .. .. . . . .. .. . . . . . . . . . . . . . . . . .. .. . • • •• • • • • • • • • • • • • • • -69E SINAI, 'D' 1.25' I-- 5.64' ---' INSWING THRESHOLD /8x1-1/2' PFH W000 SCREW ]axl-1J1 YhH W SCREW V10 x 3/+ rrn xv —rim, ztr w n 0 L — �6' MAx 6'—� 10 10.07' o.0 MAX SEE DETAIL T T- 6- MAx —� 0.50" ADA IN/OUTSWING THRESHOLD /10x3/4` PFH SELF TAPPING SCREW .—.I 1*— 6- MAx 6• 0 4.56' f -- ADA OUTSWING BUMPER THRESHOLD #8 x 1-1/2" #10 x 1/2 8 x 3/8" #8 x 1-1/2 MACHINE SCREWS x/10 x 1/2' 0 x'10 x 1/2' TYPICAL FRAME ATTACHMENT STRIKE DETAIL "D" (3) MACHINE SCREWS 1.2� I f-- 4.56' OUTSWING THRESHOLD MACCHINE SCREWST >i10 x 1/2' �'PO x 1/2" ITYI J .1 x=K INTI I nTtDN MRDWARE py•• N.T.S. NOTES: 1. KWIKSET SERIES 400 CYLINDRICAL AND SERIES 980 DEADLOCK cm. we. TR 1. THRESHOLD ANCHORS ANALYZED ARE 1/4" TAPCONS WITH 1-3/4" MIN EMBEDMENT. OR SCHLEGE F—SERIES CYLINDRICAL AND B—SERIES DEADLOCK aK tm 2. , TAPCON EDGE DISTANCE MIN 2-1/2'. SCREW EDGE DISTANCE MIN 1/2". HARDWARE TO BE AT 10-1/2" CENTERLINE. oa#f#C NO: 3. BUCKS BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO STRUCTURE. 2. 4" X 4" FULL MORTISE BUTT HINGES. DWG—M4—FL0179-1 ' —_ - snm 2 or 2 L. Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisvule, NC 27023 Report #: 512746B 434888-0609 Date: 12/12/2017 dlomas()Irlomaspe.Com Test Report. Product: 6'8" and 8'0" opaque door two-piece steel frame scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein, These calculations comply with requirements of the Florida Building Code. Anchor capacity in withdrawal or pullout condition: Fastener type: #8 Wood screw (NDS 2012, NDS 2015) Wood screw length: 1.50 in Screw diameter: D= 0.164 in Thread length: 1.000 in Embedment: 1.50 in Main member type: Spruce -Pine -Fir Effective embedment: PT= 1.000 in Tabulated withdrawal design value: W = 62 lbs/in Duration Factor: Co - 1.60 Allowable Design Value (WpwCo): W. = 131 lbs/anchor Fastener type: #10 Tek screw Substrate: 18 6A, Steel Tabulated design value: W- 499 lbs Safety factor: Fs- 4 Allowable Design Value (WF3): W• 124 lbs/anchor Fastener type: #10 (Calculations per 2015 Aluminum Design Manual) Nominal screw diameter: D 0.190 in Nominal hole diameter: D„ 0.142 in Root diameter: D, 0.138 in Thread stripping area: A., 0.401 in' Nominal screw head diameter: Dws 0.359 in Root area: A, 0.0149 inn Screw nominal tensile strength (.75F"): F., 90 ksi Full thread engagement: L, 0.060 in Screw location coefficient: C 1.0 Safety factor: 0 3 Side member material: Metal framing Main member material: Metal framing Thickness t, 0.036 in Thickness. t: 0.060 in Ultimate tensile strength: F,,,= 70.00 ksi Yield strength: F,,= 50.00 ksi Thickness coefficient: K. 1.01 Ultimate tensile strength: F,,,t 70.00 ksi Screw tension calculations: Mode I (pull out): If 0.06<:I-,.=,125 then R"=K,OL,F,, If 0AML.,.25 then R„=(1.20Fryz(0.25-t,)-1.16A.F a(L.-0.125)) If 0.25-L,•-0.375 then R, 0.58A, t,F,,,= Mode 1: R"= 575 lbs Mode 2 (pull over): R„=Ct,Fw,(0.,-D,,) Mode 2: R"= 546 lbs Made 3 (ultimate tensile capacity): R,=FryA,/1.25 Mode 3: R,= 1075 lbs Allowable withdrawal capacity: W: 162 lbs/anchor Minimum anchor capacity: 124 lbs/anchor for head and Jombs anchoring 9999 9999.• • • • 00 00 9999•• • • • 9999•• •••9•• • • 41 9999• • • 9999+• ••••• •. • 9999 6000, . 0 0 0 0 • ...... �� R • L 0 i/i 9999•• • �• ••w••• 9.0999 0090 . . 0 TAT 0 F 's 0 R10G��� AL�E����` Luis R. Lomas P.E. FL No.: 62514 1 of 2 12/12/2017 •0900• •••••• • • 0000•• 0000• 0000• 0000•• • • •00009 2 of 2 L. Roberto Lomas P. E 1432 Woodford Rd. Manufacturer: Masonite Lowlsvae, NC 27023 Report #: 5127468 434-688-0608 Date: 12/12/2017 rlbmasCc�lriomasoe cpm Ind Test Report: Anchor Product: 6'8" and 8'0" opaque door two-piece steel frame : (ft) scope: (in) This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity In shear condition: Fastener type: 1/4 ITW Tapcon Tabulated values N.O.A. 16.1222.06 edge spacing (in) 2.8 substrate: Concrete distance 2.00 4.00 124 2 92 OK Minimum embedment: 1.75 in 1.50 248 303 Actual edge distance: 2.50 in 3.00 345 421 8.7 Actual C To C spacing: 6,00 in 6.00 10.13 124 1 8 1 71 OK Allowable Design Value: Z"= 382 lbs/onchor (per interpolation when needed) Minimum anchor capacity: 382 Ibt/anchor Note: Anchors with the kast capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations. minimum required anchors Single door 40x82 5/16 40.00 82.31 �A1 ' Double door 76x82 5/16" 76.00 M i Al A2-__-_- 82.31 � - --� � A2 Al i Design pressure: 66.0 psf Design pressure: 66.0 psf Number of panels: 2 Panel width: 38 0 in Zone Area Load Ind Max Anchor Zone : (ft) (lbs) (in) O.C. (in) Cap. Load Result Qty(lbs) (lbs) A, 2.8 183 N/A N/A 124 2 92 OK 382 2 92 1 OK Az 8.7 571 6.00 10.13 124 1 8 1 71 OK Design pressure: 66.0 psf Number of panels: 2 Panel width: 38 0 in Zone Area Load Ind. Max. Anchor Zone : (ft) (lbs) (in) O.C. (in) Cop. Load Result Qty (lbs) (lbs) A, 13.4 882 N/A N/A 124 8 110 OK 382 4 221 OK Az 8.4 552 6.0 10.13 124 1 8 69 OK Single door 40x98 5/16 40.00 Design pressure: 55.0 psf I I • • • I 98.31 • 111 • I 0000•• ...y. head sill jambs head sill iambs head sill jambs AACHOR UNI-IVIPCLLOWS: 90004 FOR 41L'1<�G HEAD AND JAMBS INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT • • LENG11111440"HIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ••• • • INSTAL"TJQN DRAWING DWG-MA-FLO178-11 AND DWG-MA-FLO179-11 • • • • •• 0000 • 2. FOR ANCHORING HEAD AND JAMBS INTO METAL FRAMING USE #10 SELF DRILLING SCREV%*%& i SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND �N�R , 0 0000 STRUCtdRR}NTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DRAWING ```\N �� . • + + 2J // 000 • DWG4v1 -FL@178-11 AND DWG-MA-FL0179-11 • 1. FOR ANCHORING SILL INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT ` • 0000 �51 _ LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" *• MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DRAWING ...•� DWG-MA-FL0178-11 AND DWG-MA-FL0179-11 i�i • TAT OF •tL Osseo �ONAL1 Luis R. Lomas P.E. FL No.' 62514 12/12/2017 Area load Ind. Max. Anchor Zone (fez) (lbs) (in) O.C. (in) Result (ibs) Qty (l°aj A, 2.8 153 N/A N/A 124 2 76 OK 382 2 76 OK A2 10.9 598 6.00 1 10.13 124 10 60 OK head sill jambs head sill iambs head sill jambs AACHOR UNI-IVIPCLLOWS: 90004 FOR 41L'1<�G HEAD AND JAMBS INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT • • LENG11111440"HIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ••• • • INSTAL"TJQN DRAWING DWG-MA-FLO178-11 AND DWG-MA-FLO179-11 • • • • •• 0000 • 2. FOR ANCHORING HEAD AND JAMBS INTO METAL FRAMING USE #10 SELF DRILLING SCREV%*%& i SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND �N�R , 0 0000 STRUCtdRR}NTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DRAWING ```\N �� . • + + 2J // 000 • DWG4v1 -FL@178-11 AND DWG-MA-FL0179-11 • 1. FOR ANCHORING SILL INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT ` • 0000 �51 _ LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" *• MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DRAWING ...•� DWG-MA-FL0178-11 AND DWG-MA-FL0179-11 i�i • TAT OF •tL Osseo �ONAL1 Luis R. Lomas P.E. FL No.' 62514 12/12/2017