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WS-18-1149Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit issue Da Permit NO. WS-5-18-1149 Permit Type: Windows/Shutters Classification: Window/Door Replacem Permit Status: APPROVED 5/212018 Expiration: 10/29/2018 Parcel Number Applicant 429 NE 102 Street Miami Shores, FL 33138-2452 ' 1132060170790 Block: Lot: ALISA SMITH Owner Information Address Phone Cell JULIE ELIZABETH NEVINS 429 NE 102 Street MIAMI SHORES FL 33138- (305)681-6322 429 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone SOUTH FLORIDA RESTORATION INC (305)651-9660 Valuation: Total Sq Feet: $ 4,957.06 0 Type of Work: WINDOWS 2 AND DOORS 1 REPLACED TO I No of Openings: 4 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $2.10 $2.00 $1.00 $140.00 $9.00 $4.00 $161.10 Pay Date Pay Type Invoice # WS-5-18-67362 05/02/2018 Check #: 1057 05/01/2018 Check #: 1056 Amt Paid Amt Due $ 111.10 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionprd zoning. Futherm , I a horize the above -name contractor to do t a work stated. May 02, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy May 02, 2018 1.5\\Vg. --.330(>=' BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. ❑ REVISION EPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 4-t2.q IVE 102r) G' St City: Miami Shores County: Miami Dade Folio/Parcel#: (►_-?,2Oo- bli-- 0-4-10 Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: FBC 2cn- 011 wS(9-I ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS OWNER: Name (Fee Simple Titleholder): F- csci vmat - Address: t-►2q NE- I Q2r,d S?' City: h t G rYt t Sho (es State: zip: 3 31 S Tenant/Lessee Name: Phone#: Email: m G1,1 I Q, cut CSC., $ rnt tTY. CD tYl Zip: 33138 NO BFE: FFE: Phone#: a-$ ro - 53 to- soS CONTRACTOR: Company Name: SOU -ill FLQ(1GtLA "e+2s-t-orco- Loy, Phone#: Address: 61-5 Nry I I (' T1'1 Stree4" City: 1 L Cf YYu State: FL Qualifier Name: Dave d-f,Lv1,11ctc "f , Phone#: State Certification or Registration #: CC'lC., /�D?Z1`C1S Certificate of Competency #: DESIGNER: Architect/Engineer: C,Vvt:LS CU.SGrtO L&(Ct 4I 'cfi) Phone#: GS(r- 29-S- OPi2(o '305 IG-(o60 Zip: 33 I C, ct54- 253_6�83 Address: 4-(S,3o N, E-Y IG-r�S 2-c S.�-rc, 161 City: SJArLb2 State: ` L- Zip: 3 33SI Value of Work for this Permit: $ L1 , cts-4• Ocp Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: UJ vet C.C7lW S Co') CA ,ctooc, S rep Ler-I "t c rv1 act c�T Specify color of color thru tile: �J �^ Submittal Fee $ . C Permit.Fee $ !n .0 4' 03 Scanning Fee $ Radon Fee $ oC • co Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ 00 Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I I t . .0 (Revised02/24/2014)' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do.the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO 'OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER 'OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certifiedcopy of the recorded notice of commencement must be posted at the job site for, the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this l day of Aier.i. , 20 IFj , by day of Ptpri I , 20 (t , by �ISGI Sin cry-) ; who is personally known to PG{Vt tA u' (1 U Lone , who is rsonally ow o me or who has produced FL 0 fwf'c la C.Q ) Se'ps identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Nal GI t 2?-(2- ;leiik, NILDA LOPEZ 'i MY COMMISSION # G0056663 me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Nvdel, l7 Print: Seal: ************** ******* n NILDA LOPEZ ''i MY COMMISSION # OG056663 EXPIRES December 20,2020 ************************ ************* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3206-017-0790 Property Address: 429 NE 102 ST Miami Shores, FL 33138-2452 Owner JULIE ELIZABETH NEVINS ALISA SMITH Mailing Address 429 NE 102 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,960 Sq.Ft Living Area 1,751 Sq.Ft Adjusted Area 1,821 Sq.Ft Lot Size 5,950 Sq.Ft Year Built 1941 Assessment Information Year 2017 2016 2015 Land Value $178,264 $148,795 $142,998 Building Value $131,232 $127,009 $128,495 XF Value $1,468 $1,488 $1,247 Market Value $310,964 $277,292 $272,740 Assessed Value $310,964 $255,984 $254,205 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $21,308 $18,535 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 6 53 42 PB 15-14 AMD PL OF MIAMI SHORES SEC 4 LOT 16 BLK 92 LOT SIZE 50.000 X 119 OR 19587-3031 03 2001 1 Generated On : 5/1/2018 Taxable Value Information I 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $260,964 $205,984 $204,205 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $285,964 $230,984 $229,205 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $260,964 $205,984 $204,205 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $260,964 $205,984 $204,205 Sales Information Previous Sale Price OR Book - Pa a 9 Qualification Description 12/28/2016 $100 30365-4854 Corrective, tax or QCD; min consideration 06/24/2016 $489,000 30141-1227 Qual by exam of deed 03/15/2013 $371,000 28541-4641 Qual by exam of deed 08/10/2010 $195,000 27395-0334 Qual by exam of deed 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 https://www.miamidade.gov/propertysearch/ 5/1/2018 OCEAN IMPACT, LLC. 675 NW 116Th Street Miami, FL 33168 Phone # (305) 640-5288 E-mail Jay@Oceanlmpactllc.com Estimate Estimate 191005 Name / Address Alisa Smith 429 NE 102TH STREET MIAMI SHORES, FL (786) 536-5057 Date Agent 3/29/2018 Jay Description Qty Rate Total Eco Window Systems - Horizontal Rolling Window 200 L.M.I. XO White Screen: Yes Std. Sill Size: 52 3/4 x 62.3/4 Glass Makeup: 1/8 HS + .090 PVB + 1/8 HS Glass Color: Clear Glass Interlayer: Clear PSF: +70.0 -70.0 Egress: 1st Floor: Yes I 2nd Floor: Yes Eco Window Systems - Horizontal Rolling Window 200 L.M.I. OX White Screen: Yes Std. Sill Size: '52 3/4 x 62 3/4 Glass Makeup: 1/8 HS + .090 PVI3 + 1/8 HS Glass Color: Clear Glass Interlayer: Clear PSF: +70.0 -70.0 Egress: 1st Floor: Yes 12nd Floor: Yes ,. Eco Window Systems -French Door 600 - L.M.I. X White Right Active Size: 37 x 84 1/2 Glass Makeup: 1/8 HS'+ .090 PVB + i/8 HS Glass Color: Clear Glass Interlayer: White Hardware: 2 Flush -Bolts + Active Handle + Deadbolt Prep: PSF: +70.0 -75.0 Sales Tax on Materials Installation Cost' 1 2 1 1 676.09 676.09 1,062.44 216.3497 1,650.00, 676.09 1,352.18 1,062.44 216:35 1,650.00 Total Page 1 OCEAN IMPACT, LLC. 675 NW 116Th Street Miami, FL 33168 Phone # (305) 640-5288 E-mail Jay@Oceanlmpactllc.com Estimate Estimate 191005 Name / Address Alisa Smith 429 NE 102TH STREET MIAMI SHORES, FL (786) 536-5057 Date Agent 3/29/2018 Jay Description Qty Rate Total Included and supplied TERMS Permits, this Prices Customer changed Payments Materials) (including Estimate, be the remaining choose understands Storage storage, date. Ocean architect beyond Customer Impact, after Customer Manufacturer manufacturer(s) Customer Touchups Estimate. color manufacturers on this Estimate: Removal of existing shutter rails, close up shutter holes, caulk necessary interior exterior window framing, stucco exterior where necessary, spot prime and paint touch ups. (owner paint /color) . - AND CONDITIONS: engineering, engineering fees, architectural fees, and/or processing not included unless specified in Estimate. , quoted are based on our interpretation of plans, sketches, specifications and information provided by or others representing the Customer. These prices are subject to change if source material is in any way or if field verification of sizes differs from plans or if required by field conditions. will be completed as followed: 1st draw-50% deposit on product costs (including Sales Taxes on required to place any product order. 2nd draw- Requires any balance remaining on product costs Sales Taxes on Materials), as well as balance on permitting and processing relating to the and at least 50% on Installation costs to be paid prior to Installation and Delivery. 2nd draw must paid five (5) days before delivery of Products to Ocean Impact's Warehouse. Ocean Impact will contact Customer prior to delivery. 3rd draw- Requires remaining balance 50% on installation and any other payments. 3rd draw must be paid within (3) days of Installation completion. The customer may to pay with a check, wire the funds, or complete a credit card authorization form. The customer that all credit card purchases will be subjected to a 3% processing fee. charges will be billed at the rate of one percent of the Total Estimate amount per every month of in the event that the Customer or others representing the Customer delay the scheduled installation Storage fees will be implemented unless otherwise determined by Ocean Impact, LLC. Impact, LLC will not be responsible for delays due to labor troubles, permit processing disruptions, and engineering drawings errors, fire, natural disasters, accidents, transportation or any other causes its control. should carefully check material upon arrival and immediately report shortages or damage to Ocean LLC. No claims will be considered unless filed within five (5) days after installation, or (7) days delivery (if no installation included on the.Estimate). agrees that the pricing reflected in this proposal is based on current manufacturer pricing. pricing is subject to change until the point when order is released into production. Should impose any increase in pricing, Ocean` Impact, LLC, will pass along said increase to only to the extent in which it has-been received from the manufacturer. or patching concerning stucco, drywall, or paint, will be included if specified as such in the Unless original paint source supplied by Customer, Ocean Impact, LLC does not guarantee the finish. Color samples will be approved by client prior to installation. Colors varyby different paint and may not,be an exact match to the windows & doors. Total Page 2 OCEAN IMPACT, LLC. 675 NW 116Th Street Miami, FL 33168 Phone # (305) 640-5288 E-mail Jay@Oceanlmpactllc.com Estimate Estimate 191005 Name / Address Alisa Smith 429 NE 102TH STREET MIAMI SHORES, FL (786) 536-5057 Date Agent 3/29/2018 Jay Description Qty Rate Total Glass are a product of nature and are never flawless, these natural variations are to be expected and will vary within reasonable tolerances that are standard in the industry and do not constitute a defect. Removal of former Windows will be provided if installation is included in the Estimate. All installations, if included on the Estimate, will be performed by Florida State licensed and insured General Contractor South Florida Restoration, Inc CGC052795 and South Florida Restoration, Inc will provide certificates of insurance as necessary. Customer shall pay all reasonable attorneys fees, collection cost and court cost accrued in the collection of amount due. Buyer agrees that all litigation arising directly or indirectly from this sale shall be in courts located in Miami Dade County, Florida. Deposit will be required once estimate is signed. Total OCEAN IMPACT, LLC. 675 NW 116Th Street , Miami, FL 33168 Phone # (305) 640-5288 E-mail Jay@OceanImpactllc.com Estimate • Estimate 191005 Name / Address Alisa Smith 429 NE 102TH STREET MIAMI SI-IORES, FL (786) 536-5057 Date Agent 3/29/2018 Jay Description Qty Rate Total My signat` "e acknowle g "s and authorizes Ocean: Impact, the abov escr p ion o i imate, and also accepts the X ,I LLC to process stated terms OF FLORIDA on the orerfor the products listed and conditions. COUNTY OF MIAMI-DADE Sworn to and subscribed Signatur STATE Sworn before by s OF FLORIDA to and subscribed a this Owner(s) COUNTY OF MIAMI-DAD STATE before me this M�$Qt iC'T)i I day of tkr a , 20 (4j , day t Wit. Signature of Notary Public Print (SEAL) Personally or Aro. Name N‘ t dui known Produced Identification ,sZler •y,;: NILDA-COPEZ ` ; .•i'MY COMMISSION # 00056663 o,�„.,.• EXPIRES December 20:2020 t ., _ tri.(j" I J, try-(,t Total $4,957.06 Page 4 OCEAN IMPACT, LLC. 675 NW 116Th Street Miami, FL 33168 Phone tk305) 640-5288 E-mail Jayia/Oceanlmpactllc.com Bill To Alisa Smith 429 NE 102TH STREET MIAMI SHORES. FL (786) 536-5057 INVOICE Date Invoice # 4/5/2018 70 Estimate / P.O. Agent 191005 Jay Quantity Description Rate Est Amt Prior % Current % Total % Amount 0.5 Eco Window Systems -Horizontal Rolling Window 200 L.M.I. XO White Screen: Yes Std. Sill Size: 52 3/4 x 62 3/4 Glass Makeup: 1/8 HS + .090 PVB 1- 1/8 I -IS Glass Color: Clear Glass Interlayer: Clear PSF: +70.0 -70.0 Egress: 1st Floor: Yes 12nd Floor: Yes 676.09 676.09 50.00% 50.00% 338.05 1 0.5 0.5 Eco Window Systems - Horizontal Rolling Window 200 L.M.I. OX White Screen: Yes Std. Sill Size: 52 3/4 x 62 3/4 Glass Makeup: 1/8 HS + .090 PVB + 1/8 HS Glass Color: Clear Glass Interlayer: Clear PSF: +70.0 -70s0 Egress: 1st Floor: Yes I 2nd Floor: Yes Eco Window Systems 'French Door 600 - L.M.I. X White Right Active Size: 37 x 84 1/2 Glass Makeup: 1/81 S+.090 PVB + 1/8 HS Glass Color: Clear Glass Interlayer: White Hardware: 2 Flush -Bolts + Active Handle + Deadloltt Prep. PSF: +70.0 -75.0 Sales Tax on Materials :Installation Cost 676.09 1,062.44 216.3497 1,650.00` 1.352.18 1,062.44 216 35 . 1,650.00 50.00% 50.60% 50.00% $.00% 50.00% 50.00% 50.00% 50.00% 676.09 531.22 108.17 825.00 Page 1 Balance Due OCEAN IMPACT, LLC. 675 NW 116'i'h Street Miami, FL 33168 Phone #(305) 640-5288 E-mail Jay@Occanlmpactllc.com Bill To' Alisa Smith 429 NE 102TH STREET MIAMI SHORES. FL (786) 536-5057 INVOICE Date Invoice # 4/5/2018 70 Estimate / P.O. Agent 191005 Jay Quantity- Description Rate EstAmt Prior % Current % Total % Amount Included on this Estimate: Removal of existing shutter rails, close up shutter holes, caulk necessary interior and exterior window framing, stucco exterior where necessary, spot prime and paint touch ups. (owner supplied paint /color) Total- $2,478.53. Page 2 • Balance Due $2,478.53 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: I A\t i 1 povn1 ACnv t P er Signature Date Print Name 482301 MecaWind Std v2.2.8.3 per ASCE 7-10 Developed by Date : 4/19/2018 Company Name : True Address : Address City : City State : State MECA Enterprises, Inc. Copyright www.mecaenterprises.com Project No. Designed By Description Customer Name Proj Location File Location: C:\Users\Maria\Dropbox\CSpace Architecture Team Folder\Projects\2018\1821 St\06_Specifications\mecawind.wnd Input Parameters: Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Pitch of Roof h: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang Bldg Length Along Directional Procedure 175.00 mph II N/A 1.00 9.50 0.11 0.15 0.20 0.20 0 : 12 13.00 ft 13.00 ft at Eave= .00 ft Ridge = 65.00 ft Engineer : Engineer . Description Customer : Location All Heights Building (Ch 27 Part 1) Exposure Category C Flexible Structure = No Kd Directional Factor = 0.85 Zg = 900.00 ft Bt = 1.00 Bm = 0.65 1 = 500.00 ft Zmin = 15.00 ft Slope of Roof(Theta) = .00 Deg Type of Roof = FLAT • Eht: Eave Height = 13.00 ft • • Overhead Type = Overhang •• Bldg Width Across Ridge= 27.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 15.00 ft = 0.23 = 427.06 ft = 0.94 = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*I*Kh*Kht*Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area = 0.85 = 1.00 = 33.94 psf = 0.80 1755.00 ft^2 = 0.80 MWFRS-Wall Pressures for Wind Normal to 65 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 -20.53 Side Walls -0.70 -26.30 Wall - 8.32 -14.09 Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward Windward 13.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 3.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) Roof: 0.0 ft to 6.5 ft Roof: 6.5 ft to 13.0 ft - 0.90 -32.07 -19.86 - 0.90 -32.07 -19.86 • • • • •••• • • •••• • • •• •• • • • • • • • • • • • • • 5820 Maynada •••• • ••• • • • S. • • •••• • • •••• • • • • • • S. • • • • •• • •. • • • • • • •• • • • • • • Notes Note Note Note Note Note Roof: 13.0 ft to 26.0 ft -0.50 -20.53 -8.32 Roof: 26.0 ft to 27.0ft -0.30 -14.76 -2.55 (1) (2) (3) (4) (5) Normal to Ridge Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave Ht Wall & Roof Pressures = Qh*(G*Cp - GCPi) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= .0 Deg, h/l= 0.48 MWFRS-Wall Pressures for Wind Normal to 27 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.28 -14.18 Side Walls -0.70 -26.30 Wall -1.96 -14.09 Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward Windward 13.00 0.85 1.00 0.80 33.94 16.97 29.19 31.15 3.00 0.85 1.00 0.80 33.94 16.97 29.19 31.15 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) Roof: 0.0 ft to 6.5 ft Roof: 6.5 ft to 13.0 ft Roof: 13.0 ft to 26.0 ft Roof: 26.0 ft to 65.0 ft OH Top : 0.0 ft to 6.5 ft Overhang Top : 6.5 ft to 13.0 ft Overhang Top : 13.0 ft to 26.0 ft Overhang Top : 26.0 ft to 65.0 ft -0.90 -0.90 -0.50 -0.30 -0.90 - 0.90 -0.50 - 0.30 - 32.07 -32.07 -20.53 - 14.76 - 38.18 -38.18 -26.64 -20.87 - 19.86 - 19.86 - 8.32 - 2.55 -38.18 -38.18 - 26.64 - 20.87 Notes - Along Ridge Note (1) OH = Overhang, no internal pressure considered for Note (2) Ref Fig 27.4-1, Parallel to Ridge (All), h/l= 0.20 Overhang (GCpi=0) Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 3.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf W1,2,3 4.41 5.25 23.2 4 0.84 -0.93 34.69 -37.74 D 1 2.66 6.66 17.7 5 0.86 -1.18 35.32 -46.20 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd = 0.85 = 33.94 psf ',MOO • • • • •••• • • • •• • • ••• • • • 1• • • • •••• •••• • • • • •••• •••• • • • • •• •• • • • • • • • • • • • • • • • •• • •• • • • • •• • • • • • • • • • 0•••• • •• • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: •••• • • • • • This NOA is being issued under the applicable rules and regulations governi� :Ill use a `.con structigil„. materials. The documentation submitted has been reviewed and accepted by M - Pade County RE$ - • Product Control Section to be used in Miami Dade County and other areas where•alJawed bythe•AuthoiW • • Having Jurisdiction (AHJ). • • • This NOA shall not be valid after the expiration date stated below. The Miami-Datinettinty Conttd& • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dad>✓'Cbtinty) reserve the rig>•it :: to have this product or material tested for quality assurance purposes. If this prodte! or niaterigl fails�tp•�; perform in the accepted manner, the manufacturer will incur the expense of such testing and ?lid •.4HJ may • immediately revoke, modify, or suspend the use of such product or material witlrin•flae r jurisdiction. RAP. • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prortu.et Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 200'-AluminumHo'-izontal_Rolling Winslow _L M L APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahtnad, 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-L-argEi d'Small_Missile',ImpacfREsistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shal no change in the applicable bui TERMINATION of this NO in the materials, use, and/or m of any product, for sales, adve to comply with any section of ADVERTISEMENT: The followed by the expiration d displayed, then it shall be don INSPECTION: A copy of distributors and shall be avail This NOA revises NOA# 15- well as approval document m The submitted documentatio MIAMI•DADE COUNTY APPROVED ., .>~v_t. • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.¢ov/economy • • • • lication has been filed and there has been #t 1FedtS ti L l� seanfter the expir �r f tHhr re as . =-n a.. REVISE nufactureANfW8utitOtluct ctpsgfEDMisuse orrn other s shall autom a RfriN g l �WvaINE1IA EVI FOR CONF in (RN its entirety. entir e re or inspection at the j she 728.05" an con ntiont.Spe Architectt rea ed b Sifang Z� hao, Y.Y.design Inc. b'€�Itgr% pefiatusava SPONSIBL f ATQA TECHNI L ,Z. 069 S/ o/8 CUMEONLY eLA 4�IE� air. �b� I 'Its. 0 ANT TIES � SITES TIfN..�:. •riVIF141S WORK OCI OTHERgI LIANCEWITH CONTRACTDOCUMENTS. WITH OTHER to the user by th e request o uil d evidence pages E I duct. revision or change as an endorsement e this NOA. Failure A. ounty,! Florida, and rtion of the NOA is manufacturer or its ng Official. 1, E-2 and E-3, as I NOA No. 17-1102.23 Expiration Date:Vlay 27, 2019 Approval Date: January 11, 2018 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Gil rd Series-200 Alum. Horiz. Rolling; lw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revisit F dated 1D/19(17, • • prepared by AI-Farooq Corporation, signed and sealed by Javedd mad,•P 4. • B. TESTS••••• •••• • • I. Test reports on: 1) Uniform Static Air Pressure Test, Loading.pes FBC, TAS i 02-94 • • • • • 2) Large Missile Impact Test per FBC, TAS 201,-94 • • 3) Cyclic Wind Pressure Loading per FBC, TASnI3-94 •• 4) Forced Entry Test, per FBC 2411.3.2.1, anti TAS 20249• • • • along with marked -up drawings and installation diagram of ail un inum 11(nixpntal • • sliding window, prepared by Fenestration Testing Laboratory, Inc., Test RR13,ort No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA#14-0317.01) 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: I) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 5a: &n f Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CON iNUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 • • `•• • •Y•• 4) Forced Entry Test, per FBC 2411 3.2.1, TAS.202-94 .... . • • along with marked -up drawings and installation diagram of a 1). •alumin tm • horizontal sliding window, prepared by Hurricane Engineering•&hsting, Iris., Test• Report No. HETI-08-2228A, dated 01/15/09, signed and seale ;I�yCandt QJ•Font,....• P.E. (Submitted under&Dsi#09.0308) • 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2fif'94 • • • 12.• 2) Cyclic Wind Pressure Loading per FBC, TAS Z'CI3-94 •• along with marked -up drawings and installation diagram of a XOX aluminlftli•• • • . horizontal sliding window, prepared by Hurricane Engineering .&"Testingi 4n „Test • • Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candied?. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA409-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, complying with FBC 6th Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 okoto Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E - 2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray AmeFjea;Inc. fprir .' "Trosifol® Ultraclear, Clear and Color PVB Interlayers" d00O1/19'/+fe, eXpiri ••'• on 07/08/19. • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ame; Zinc. f4: zir ' ' "SentryGlas® (Clear and White) Glass Interlayers" dated Q6125h15, expiri•'oig on ' 07/04/18. •• '• F. STATEMENTS • . • • • 1. Statement letter of conformance, complying with FBC 5th Editio.'(2314), w t�i•�'BC ein • Edition (2017), and of no financial interest, dated October 12, 2017, preptaretl by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 09/03/15 and expiring on 05/27/19. Zba4 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-3 WINDOW HEIGHT 72" 3 1/2" MAX. HEAD/SILL CORNERS VENT HEIGHT FALSE MUNTINS (SURFACE APPLIED) . MAY BE USED WINDOW WIDTH 3" Itr 31 1/4" D.L. OPG. 35 3/8" VENT WIDTH 1= I I • II; I I I 32 3/4" D.L. OPG. 111" a- 0 c FALSE MUNTINS / (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATIONS ESE --WIND WO S ARE-.RATED-FOR-LARGE-&-SMALL_MISSILE:IMPAG . SHUTTERS'ARE-NOT-REQUIRED. 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By `Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY 1/8" HEAT STREN'D. GLASS .090" InterIayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON LITES WIDER -THAN 36" ONLY GLASS TYPE `B' GLAZING OPTIONS 9/16" MIN. TYP. WINDOW WIDTH 10 5/8" MAX. HEAD/SILL CORNERS II II II II /1 - /1 T --1 1 - --T--- /1 I r - i QI 32 3/4" D.L. OPG. 36 7/8" VENT WIDTH • 32 3/4" D.L. OPG. TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE `C` MUST BE TEMPERED. 1/8" HEAT STREN'D. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interiayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS CARDINAL XL EDGE SPACER ST. STEEL SILICONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' • (2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS REQD. FOR SIZES AND LOADS MARKED WITH '#' ON SHEET 2 ONLY In �1 I 11 I I I ECO—GUARD SERIES-200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. • • ••. • • 4 ••I •I sir;` • •••P' •••4•• • •. • ••• • • ••• t-- • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTAI I FD ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. 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 SETTING BLOCKS AT LAM. GLASS AND INSUL LAM. GLASS. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS- PROritiCIT Explratiou ___ t1IIIIr/f, ��:•' a;EN. 70692 i r 00. dOIF J -J •••� • . • • •a • j ••••t0• • 0m0 • >n II•-- Lli • kJ • MI' • • r O 00 L` z .o o0 1.0 a0 rn m N In '0 co 0 0. .` to m v f3 0 4 a) 0 V 0 1- N N 0 n oi 0 U 0 ttl LL 0 .4- 0 c a ea 6 B W U drawing no. W09-12 Csheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. A W/O REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE '0' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37" 53-1/8" 74" 28" (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 B 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74" 38-3/8" (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 B 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74" 50-5/8" (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 - 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" =h "518" 74" t__i (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 68.9 77.5 80.0 90.0 70.0 80.0 It6= 170'0 -70:0. 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24" 36" 48" 60" 72" �3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" 36" (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24° 36" 48" 60" 72" �5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70,0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48° 60" 72" 60" (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O REINF. R1'1'1I REINF. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26„ (3) 9 70.0 80.0 _ 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.6 * 70.0 80.0 12 70.0 70.0 80.0 80.4 70.0 80.0 72" 84" 96" 108" 24" (3) v 9 70.0 ' 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36" (4) 9 70.0 ' 80.0 80.0 90.0 70.0 80,0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 48" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 . 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 * 70.0 80.0 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS („1//33W) (1/3W) (1/3W) 14> OPERATING VENTS TO BE 1/3 OF' THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O REINF. . WITH REINF. GLASS TYPE 'A' GLASS TYPE `B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1 /4" 111" 26" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 38--3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 74"" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 72" 84" 96" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4w) 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' • • • • • • • • •• ••• • • • ••� • • • • • • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Expiratisye. Time :.:, .a•: No 1 /-110 .Z3 'd>eLia �'7+ea3p: Prlaf C:c;s+:ro. \ 1111Ill •' .ENSF 0_I- O o C U. �yh lei 0 a.a v 0otEi o • • Z U•w� �4 W 01 c. ry 40i• l er TATE OF •.bimtioo ,y 0 U w rn 3 a • •� •• • •••w1 • a 0• ••• -- • I J •••• titir • co ' n • W •••• • � (n f• c0S c0 O pM O oD I o Ocy J42- LS�_ -J W CO M 0 L 0 0. 0 to U s z 0 0 UPDATED TO 2014 FBC UPDATED TO 2017 FBC a, 0 'O M 0 a_ CV 0 0 if) r 0 N. oi G 0 U 0 U U date: 02-24-09 0 drawing no. W09-12 (sheet 2 of 7 .a 1BY WOOD BUCK • a 'a 4 e• a • •a' I\ 4' TYPICAL ANCHORS SEE ELEV. FOR SPACING EDG67. DIST: d d WINDOW HEIGHT d 0 J II is II 0 a II • Ii ! i! it Ij j: 4a . d 4. a , 4 z TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. g N EE In H co U, EDGE DIST. METAL STRUCTURE z ta- TYP CAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST..T\ TYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 2 to v. 1BY WOOD BUCK EDGE DIST. v• TYPICAL ANCHORS SEE ELEV. FOR SPACING J aq - $ Z I00. O 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING cgooa cgoh. U. 01M ro Oao¢ O.N.& ix 0 .04 •• • • tl•�'T g 4 ztn •• WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.•.•...l'j O g••_ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. S. TYPICAL ANCHORS: SEE ELEV. FOR SPACING • • • 1/4" DIA. ULTRACON BY 'ELCO' (Fu•177 KSI, Fy-155 KSI) • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • . 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) •• THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY-INTO_CONCRETE.OR-BLOCKS 1=MINMBED=INT.O-CONCRETE'(HEAD/SIELVJAMB9) 1a1:/4i MIN.EMBED-lNTO=BLOCKS,.(JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE _DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. PRODUCT REVISED of Coi p?ying with the Florida Building Corte Acceptance rin .Ij- 02.23 E xpi: rtior, Dater ' r 11111f! .��' NNIA 70592 TATE OF l OR1DL~. •'' � ONAL f : U, 0 0 UI N rn 3 a z 4 d 0 U • U•relips0. J • N w••••••• N �(0 to tp 0 �r� l}1 • 00 W CO c to o3 a) C 0 5 0 C 0 o. L U aD .D a 0 0 c� UPDATED TO 2014 MC UPDATED TO 2017 FBC A Al N 0 0 0 ,11 vi 0 0 C U 0 A. o) 0 v N II U m dr. by: TARIQ drawing no. W09-12 (sheet 3 of 7 ) 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING W w METAL STRUCTURE 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH VENT WIDTH D.L. OPG. --SCREEN OPT XO LAYOUT EXTERIOR 1 /4" MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH D.L OPG. —SCREEN OP - STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XOX LAYOUT MIAMI—DADE COUNTY APPROVED MUWON—\\ SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING —11 SCREEN OPT. WINDOW WIDTH WINDOW WIDTH 1 /4" MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 W 0 tat PRODUCT REV T.SE ) 2S ccriipiyiti_b.� will) the Fio€ •ht 13uigci ng Code Accent amz iukr i i p 1. L 6 } x.o tion 1 at.:_05.,jx .1.ZO1i By Sr-e44..i `0011111Ii,, . • vIOENSR. • • Si ••• ••• .� •.•, Co • • • 2•• •••ram tS •• • t.•z •.• • • P 0 • • a ••••J U • o. —1 • • • • • • • W ••••.. }� M. • tc . o (D o• �10 • Z • lJi 03 Z� o • NJ y W co I tTh N C 0 co 07 L I iv C 0 'L U 0) 0) U GLASS OPTION ADDED UPDATED TO 2D14 FBC 0 0 I - a a 0) 0 O N O tri 0 N of 0 C 0 0 IL OI O N N 0 0 • I. ali m u 07 b � u drawing no. wog-12 (sheet 4 of 7 •• • • • • • ••••. • • •• • • • • • EDGE MST. 0 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING tt METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED Fit COR?{::j'i with Lem Florida .midi,, Cc zie Acceptance No 'i )1 G i. '16 Expiration Date 2 7. zoti By a GAP Miami Di de Pa.:.l: tConrod • • • I •• • • INK, • • ) G ••.M • g 0. u • ... J' • co ••• o.�Z Uj •. • • • . W •••••-• • .. ( • 8 . ' . . cn co S �' N OoM cil 0° .. •.. • •. 6 C 0 .; N rn cn m co 0 M d ) C Q U V) CO C9 A U O Z UPDATED TO 2014 FBC UPDATED TO 2017 FBC } .Q 47 0 O cV 0 ,11 N O N O C U 0 w LL rn 0 N 0 • drawing no. W09.12 sheet 5 of 7 3.249 2.750 .813 .062 1.140 _1_ 1.610 0 FRAME HEAD .500 1.718 0 VENT TOP/BOTTOM RAIL 3/16' \1 E \LI 12 STEEL REINFORCING --1.140 .813 3.876 .078 1.610 1.058 r. 2.501 .500 2.750 O2 FRAME SILL .045 GLAZING BEADS OS JAMB STILE 7 2.063 r 1.140 .062 1.250 0 MEETING RAIL 1.340 O .062 SILL TRACK 2.812 4 1.687 U4 MOV. FRAME JAMB Q FIXED MTG. RAIL O FIXED FRAME JAMB 2.688 28 FLUSH FRAME ADAPTER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063—T6 — 2 FY202 1 FRAME SILL 6063—T8 — 3 FY203 1 SILL TRACK INSERT 6063—T6 — 4 FY205 AS READ. MOV. FRAME JAMB 6063—T6 — 5 FY101 AS REQD. FIXED FRAME JAMB 6063—T6 — 6 FY104 1/ VENT FIXED MTG. RAIL 6063—T6 — 7 FY105 1/ VENT VENT INTERLOCK 6063—T6 — 8 FY206 1/ VENT JAMB STILE 6063—T6 — 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063—T6 — 10 FY108 AS REQD. GLAZING BEAD (LAM. GLASS) 6063—T6 — 10A FY110 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) ' 6063—T6 — 1 t — AS REQD. REINFORCING BAR STEEL — 12 — AS REQD. REINFORCING BAR STEEL — 13 FY204 AS RTEQD. ADD —ON SILL RISER 6063—T6 USE AS REQD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON — 15 FY209 2/ VENT ROLLER BRASS — 16 FY210 2/ VENT ROLLER PIN ST. STEEL — 17 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REQD. FIN SEAL W'STRIPPING — ULTRAFAB 20 Q300T190 AS REQD. BULB SEAL Q—LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65f5 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE •' 24 SL203P 2/ VENT SWEEP LATCH — SULLIVAN & ASSOC. *04 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS •4 26 WA2L 2/ WDW. WEEP VALVE — PREFERRED ENG. PRODUCTS•1 27 — 1/ VENT 5/16" BOX SCREEN — OPTIONAL ••• 28 FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL •• 29 — 2/ LITE SETTING BLOCK EPOM DUROMETER 80±5 SHORE 3%.I PRODUCT REVISED as c!?ty..piy'ing veith the HIar ii.Ilr Building Code Acceptance No 4,1, 1p II. Expifation Date 42s)L1, ioiq 5,4441 Z M. ai1 its • • I Z co O FE g O iN` OR N re a 0/� tte) CIREm O ' ct O .1 a w_- amN cr Q �o2 COMP-ANL\W09-12ECO 1r 0 0 .5 Gl 0 a 0 N GLASS OPTION ADDED O r- 8 UPDATED TO 2017 q) 0 O N O U) N O O O 0 0 O 0 L_ a V a n drawing no. W09 —12 sheet 6 of 7 7- VENT TOP/BOTTOM CORNERS FIXED MTG, RAIL CORNER FRAME TOP CORNER FRAME BQTLOM CORNER PRODUCT REVISED as complying with the Florida, ding late . uce 3 o [ 4102.23 Exi,arks:a Date 04 t2712b4q tl!' Z�rao A-ci&IIIDarte Prather Ccgrrol • • • .. • • • .•.•418 • •• ••A • • • •9' • • b •• v W U J C 0 L 0 N a NO CHANGE THIS SHEET NO CHANGE THIS SHEET UPDATED TO 2017 EBC -. 0 M 0 O 1) Ill a N 0) O 0 C 0 O 41 ti ft II m a Y u drawing no. W09-12 sheet 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Windows Systems, LLC 8502 NW 80th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jui:sdictiot (A)�. This NOA shall not be valid after the expiration date stated below. The Miami -Dade Com3ty•P;oduct Cjoit 'l Section• • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rgt4rtir.the rig);flto,have •;• product or material tested for quality assurance purposes. If this product or material faik•to:parform in the accepted . manner, the manufacturer will incur the expense of such testing and the AHJ may imrpeeliatily re .o •modify, or • suspend the use of such product or material within their jurisdiction. PERA reservtS •he right •te• revoke tlti:. • acceptance, if it is determined by Miami -Dade County Product Control Section that thin/Mt orhiauhal fai1S'te• • meet the requirements of the applicable building code. . ' . ' • This product is approved as described herein, and has been designed to comply with the florid; Building Code, including the High Velocity Hurricane Zone. :..... DESCRIPTION: Series 600 AItt-minnm•Ooutswing•French-Doorw/wSidelitL.M.I'• APPROVAL DOCUMENT: Drawing No. W12-08 Rev D, titled "Series 600 Alum Outswing Entranceboor (h.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last revised on 11/09/17, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING?L rage-and-S'm'All'Missile-Im ct Resistant Limitation: I. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 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 oc irr after the cx:iratieu t e w materials, use, and/or manufactur"e ofth:�� an Mrseme for sales, advertising or any other purpo skititlikovamatically terra ATIR @O Ptlitllitist1 i section of this NOA shall be causle fo _ fi ip p l ofin/amCTEO: ADVERTISEMENT: The NOA num. -r preceded by the words Miarri11'-D!tit l�r IE�o FOR DESIGN expiration date may be displayed in ad p� �NT#Aebdeg e DeotitREI4S sITE done in its entirety. RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOB S R CES. CLEAR*CES. QUANTITIES, FABRICATION PROCESSES AND INSPECTION: A copy of this entire N 1 ..t epp altr ctmo161ie4�Ni4V shall be available for inspection at the jo Ifit@EitArtfitilLegrtilleflYLITIA This NOA revises NOA #15-0603.13 an wnsists of approval document mentioned above. L The submitted documentation was revie ttityiy Jorge M. Plasenc a, P 1 T . •DADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy CSpace Architecture and Design Inc. r change in the it of any product, ply withany d followed by the , then it shall be distributors and is well as NOA No. 17L1318.15 Expiration Date: March 20o019 Approval Date: February 08,2018 Page 1 •• • • . • { Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. •• • • • • • •••• B. TESTS (submitted under file #12-0402.03) •• •• : • • • • •• • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • ••• • 2) Uniform Static Air Pressure Test, Loading per UICAS 202- 54 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 2l'2��4; • along with marked -up drawings and installation diagram of an aluminum Outswing Fa19C1'hdoor, prepared by Hurricane Engineering & Testing, Inc., Test Report No. • • • ••..• • HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. • •• • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12--1231.10 issued to Eastman Chemical Company (NIA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 • • • • E-1 Eco Windows Systems, LLC 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 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. • • • • • • G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. • • • o• • • • • ••• • • .• • •• • • •••• •••• • • • •••• •••• 2. NEW EVIDENCE SUBMITTED • • • • A. DRAWINGS • • • • • 11 1. Drawing No. W12-08 Rev D, titled "Series 600 Alum Outswing EntaneeDoor,(L.V1.)", •• sheets 1 through 9 of 9 (inclusive 7.1), prepared by AI-Farooq Corporation, dated02713/12 and . last revised on 11/09/17, signed and sealed by Javad Ahmad, P.E. • • • • • • • • • • • • • •. • B. TESTS 1. None. C. CALCULATIONS 1. Calculations, prepared by Al Farooq Corporation, dated 10/03/17, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-2 ti SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM, DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK 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 INSTALLED 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. 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 1/S" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 I ti C'.GLASS T. 1' 9/16" MIN. TYP. 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Intertayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS 8/16" MIN. TYP 8 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PUB By `Kuraray Americo, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'G2' SILICONE DOW CORNING 899 GLASS TYPE 'G3' SETTING BLOCKS AT LAM. GLASS REQD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS CARDINAL XL EDGE SPACER ST. STEEL SILICONE SETTING BLOCKS AT INSUL, LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 By !� Miami -Da Product Control THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOV 16 2017 .70592 OF 2W 0 fl-lek\l: 1tlfllnt' s-. errli 6. .141 • •erf • I • •.. (. U• g• d` �` ••• CO CO •E•8 • E. 'rip • ro • av• o • Low wmm d i 0 0 La m C 0 N 0) 47 a 0 N N N 0 N ai • a C m r CO 0 U .J c at a drawing no. W12-08 (sheet 1 of 9 ) S. S. ••. •• • • •• S. • • • • • •• • .• � • • • • • • • 000000 •`• • • •.•.•. • • 5" MAX. HEAD/SILL CORNERS 39 3/4" MAX. FRAME WIDTH 12" MAX. HEAD SILL rn x x w rn 0 n. 0 -i 0 s / II / II / II NONNI i ACTIVE i SURFACE APPLIED FALSE MUNIINS OR.j DECORATIVE GRILL MAY BE USED 26 15/16" D.L. OPG. 37° MAX. LEAF WIDTH (X) LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR MS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) '313?--3%4"{=37""' 98""'- —70:0-7 7"-75:0 5" MAX. FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 12" MAX. 11 N r- O • ,_ �., i HEAD SILL HEAD/SILL CORNERS FRAME HEIGHT 96 3/8" (� / I I I / I / I \ \ \ \ I D.L OPG. C7 H I I I I I i I/ / __-___, at=I / �� ,214x I j - ILI® LOCK OPTIONS #1 OR #2 \ (OPTION 2 SWN) A SEE SHEET 7. FOR DESCRIPTION //, �/ \ IT-- \ �/ / / I \ \ ] I� / / / / It INACTIVE ACTIVE SURFACE APPLIED a, LASS D.L.O. DIMS D.L.O. HEIGHT = FRAME HEIGHT -• 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 5° MAX. HEAD/SILL CORNERS OROD CPCTS OBE (XDOISAIAELSFAE LARMn-N.(- ITITEGT 7' 3" 9' 7.50 TESTED FRAME HEIGHT 874 O.L OPG. 0 --{ { I I I II I II II II I I I :::::4 pI G SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED (0) STAND ALONE SINGLE SIDEUTE SEE SHEET 3 FOR CAPACITY PRODUCT REVISED as complying with the Florida Building Code 141OA-No. 17-1218.15 Expiration Date 03/20/2019 BY Mi Product Control NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC.. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC-21 9 NO 1 6 Z017 • ° • • M •W W • •t,•r • • Z a Vi __ g O W ! , Lg W c r 2 5 0 N a UPDATED TO Id a L Q a cs to 0 b 4 8 4 8 N a a m U a T a t (1 drawing no. W12-08 (sheet 2 of 9 ) • •• S. ••• • • • • •• • •• .• • •' •••••• •• • • • • ••••• • • ••••• •••••• • • • • . •••••• • • 'DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELffES SIDELITE SIDELITE WITHOUT FRAME WIDTH FRAME HEIGHT REINFORCING INCHES INCHES ExT_(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 Bo G70.0_ _ 75,0 r 37 w 70.0 750 42 61.7 66.1 24 70.0 75.0 30 70.0 75.0 36 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 92 69.B 69.8 36 64.1 64.1 37 63.3 63.3 24 63.3 . 63.3 30 98 57.8 57.8 36 53.1 53.1 37 52.4 52.4 .11 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE FRAME WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES 11ITa0UT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.o 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 " 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75,0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 .70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 - 75.0 REINFORCING AS REQD. SEE CHART , -- SIDEUTE WIDTH 39-3/4" MAX. (SINGLE) 78" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" C, m CLUSTER OF (4) ANCHORS AT HEAD/SILL 5" MAX. HEAD/SILL CORNERS 148" MAX. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 12" MAX. HEAD SILL - - --�L---- -_--1t E1 II fl II ---- O/II //. `/' = -._11_ --;;�� 11 / II II / II / /__ el / \ \ \ \ \\ \ _ /. y' \ / .• OP;111OIN OR/#2 1 S SHEET -4I DESCRIF D.L OPG. � 'f) D.L. OPC. 0 / \ \ ___i___= cijfF I II •IV// II III; I \ I I I `.J // \ \ \ \ \ o 'mow D�//_ If #1 (OPTION �S/pE;r / / !I .XI.i ___�}---- I 1 I! 11 If O 4t , ' ACTIVE ✓"'� INACTIVE\ SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4" D.L. OPG. SIDELITE FRAME WIDTH MAX. 26 15/16" D L. OPG. 1 26 15/16" D.L OPG. 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WIDTH (oxxo) i MAX. UNIT IESIED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 By MI . I -Dad T roduct Contra NOTE: GLASS. CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05--DEC--219 NOV 1 6 2017 „wilful/ , • • o.7 92 mE 0 U S J •w� .9 IsJ • • •• 0• •.•l• .J ••• • • m 0 UPDATED TO 2014 FEIC REV. PER RER COMMENTS U E T D 111.09.17 0 C C 3 • dr. by: TARIU drawing no. W12-08 sheet 3 of 9 ) •••••• •. • • • 00000 • • •..•• ..•••• • • • • 9/16" MIN. THROW BOLT PENETRATION 0) rn 1/2- MIN. THROW BOLT PENETRATION EDGE DIST. 00 • • b• � EDGE DIST. D TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. 4 PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. r- TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/44 DIA. ULTRACON BY `.ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) TDIRECTI:Y-INTO-CONCRETE_ ORS OCKS 0--11,a__ N -EMBED-INTO-CONGRETEHEAD D/�''/_,3AM8S) 1 1/� 4b"I511N-EM D INTO=BL'OCK=(dAMes)� #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNT( APPROVED MULUONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL SIRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SO = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. EDGE DIST. CC 0 O r(r METAL [STRUCTURE w co TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING rrMIAMI-DADE COUNTY APPROVED I I SEE SEPARATE NOA CUPPED MULLION i II 11 t i J1 J 0 w w PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date • /20/2019 By Mi - mi- r • • ac ontrol LTYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS \`11►i1!lttt� LAEN No 7 ONA13.11-DPCIIS14:‘ OZ. • • • i� • I• ••■ •' • •• •• .1 •••• • ow. • ca• • • I • rl • earn • . w w 0 Li Do 0 N J z O. O • • •• • ••Of -J •.e. • co U) • •ir G N La• F. Z3Lim Q� CN31 d. w co C bi 0 u c 0 c. 0 m h7 REV. PER RER COMMENTS UPDATED TO 2017 FBC mcJ 0 0 a �� Csi ri a 0 a O m L M O V o M l 0 45 drawing no. W 12- 08 (sheet 4 of 9 ••.... •• • ••.•.. • . • • •••.• •. • • 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 1/4" MAX. SHIM METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX_ SHIM • Fib TYPICAL ANCHORS • SEE ELEV.` . = Ird FOR SPACING • i� ..I ■•RI EXTERIOR O.L.O. 37" MAX. • J`J\t(f jI i ✓ J 1BY WOOD BUCK 3 LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSI1LE 9•• P TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 1/4" MAX. SHIM D.L.O. LEAF WIDTH LOCK OPTION #2 2BY WOOD B K OR WOOD STR TURF EE NOTE HEET 1 76" MAX. DOUBLE DOOR FRAME WIDTH 2 POINT LOCK ASSEMBLY 4 PONT LOCK ASSEMBLY INACTIVE LEAF 0 ACTIVE J.�'A� II I I II I II I '4111 i 111 EXTERIOR L.PCK QfTION f i PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 MtamI-D Product Control DOOR DETAILS Lint f•p 2 t TYPICAL ANCHORS SEE ELEV. FOR SPACING 00111111,i 0�V V., ENs'`• 701592 OF ONAL - ' 1IIi11J 4.9 Z P �j rxt W tI O Z Oyt! y�Net tit fri so ",a8 .1 { p C O a U r P U a a PER RER COMMENTS UPDATED TO 2017 PSC .0 O N_ to N g r 0 O O O O r P 0 < m U c � 0 I . s.V drawing no. W12-08 sheet 5 of 9 •• • • • • ••••• • • ••.•.. • •• • • • EDGE DIST, • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ' II Q a to GLAZING OPTIONS SEE SHEET 1 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 w w METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIM 1/4" MAX. •. SHIM .`.• EXTERIOR D.LO. 42" AT 86" KiT. 37" AT 98" HT. tat .w MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. .n, D.L.O. EXTERIOR SIDELITE WIDTH 1 EY • WOOD BUCK v REINFORCING AS READ, SEE SHEET 3 16 26 TYPICAL ANCHORS SEE ELEV. FOR SPACING LEAF WIDTH D.LO. 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH MAX. UNIT FRAME WIDTH g � t vi PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 • 1• 0_ EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Expiration Date 03/20/2019 By Miami-D Product Control SIDELITE DETAILS (TFYT\ CO 592 Z 70'@ 0 M M Cgo ri Es rect o ta ' i. C°a°' O log C * E O < • UI 11.. w N .� �ZO m 9 U• • • .4 • •' I" a) co • Li :; •• LEI O I—C to cC• • --• ••• � rrrw ND • • cV CI CI wM •• • a a a O U, SU ✓ 'II N N 0 0 0 a N 0 O C co c NOV 3 6 20 A ; OF ••4/drawing no. ,�,.•'��� W12-08 } i 40INHAL `\\ (sheet 6 of 9 • • • • • • •••••• • .• • • •••••• • • ••••• • • ••••• •••••• • •• • • • ITEM # PAT 1# REQD. DESCRIPTION MATERIAL MANF./SUPPLIE t/REMA&RKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-TB - 4A E626 - SIDEUTE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIDELTTE FRAME JAMB 6063-T6 — 6 E608 - SIDELITE SUP ON JAMB 6063-TB - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE • 6063-T6 - 1 0 E610 - LEAF LOCK STILE 6063-T8 - 1 1 E61I - LEAF ASTRAGAL STILE 6063-T6 - 1 2 E612 • - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-78 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-76 12" LONG 14 • E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 1 5 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - 1 6 E616 - SNAP COVER 6063-T6 - 1 7 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN do ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN Fs ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST SILtL SULLVAN & ASSOC, .22 #12 SMS AS READ. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W1 1323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIP PING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO1WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 35 - 2/ LITE' SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80f5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 By ,r Miaroduct Control UUV i 6 2617 U Ii ' REV. PER RER COMMENTS v N a .0 m C N N m O drawing no. W12-08 (sheet 7 of 9 • • • • • •••••• • • • • • • • •••••• • • • • LOCKS: OPTION #1 ACTIVE LEAF' 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF; 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2° FROM BOTTOM /it / / / / / / '/. ,� / \\ ACTIVE HINGES: ( \ �\ 1 � rF / r / / / / / /2, i // \ \• \ 1 \ \ \ \‘I. I I I i"- \ .\ \ \ \ \ \ % � /i / // / / / / - INACTIVE J f ACTIVE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS Al' HINGE STILE (6) SCREWS AT FRAME .IAMB lOPTION242; ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FM MS INACTIVE LEAF; CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2° FH MS /1 /r r / / / / / /2 //, // O \ \ \ \ \\� ACTIVE \ • / / / / / / //2, \ \ \ \ \ \` I 1 \ / / \ \ \ \ \ / / / / INACTIVE \ ACTIVE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1218.15 Expiration Date 03/20/2019 By -� Miae�irD a Product Control t3 i 16 71) • J o J w • • • or i tO rM4.6 d N q 0 0 q 0 O 0 0 2 < m 4+ o dr. by: TARIC drawing no. W12-08 [sheet 7.1of 9 r-1.750- i 1.625 DOOR FRAME HEAD/SILL 0 0i LEAF TOP/BOTTOM RAIL LEAF HINGE STILE SIDELITE TOP & BOTTOM FRAME 1.507 8 LEAF LOCK STILE .803 r-.519 .045 1.047 14 GLAZING BEAD 5/16" GLASS r-.394 .803 .050 1.047 0 GLAZING BEAD 7/16" GLASS 1 j�-.i30 .803 .045 .172 15 GLAZING BEAD INSUL. GLASS Os LEAF W'STRIP ADAPTER L-11.750 7A 9" BOTTOM RAIL FRAME COVER .687 .050 ,154--I SNAP COVER 1.197 4,000 LEAF ASTRAGAL STILE ('J DOOR FRAME JAMB .078 4.000 r1.500� .719 1.507 (i) SIDEUTE FRAME JAMB 1.507 -i 3.719 8.281 -.078 -354 I 9.000 1.625 SIDELITE 9" BOTTOM FRAME LEAF ALIGNMENT BRACKET PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1218.15 Expiration Date 03/20/2019 By �. Miaa Product Control LEAF CLAMP HINGE BACK-UP PLATE .719 4.188 .078 6 f SIDELJTE SLIP ON JAMB 18 SIDEUTE MULLION REINFORCING Vitt s 2017 . . . . • • • • • • 0 �N 5 0 0 N 0 8 NO CHANGE THIS SHEET .0 Qi 0 CJ 0 a O 0 0; 0 0 C 6 U 1 0 drawing no. W12-08 ,(sheet 8 of 9 . DOOR FRAME CORNER LEAF CORNER SIDELITE FRAME CORNER SIDELLTE MULLION SLIP ON JAMB CORNER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Oat : ! 3/20/2019 roduct Control Li-JV 241, drawing no. W12-08 sheet 9 of 9 • • • • • . • • • . . • • . • • ......