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WS-17-335 3§ RN es�jORs , Miami Shores Village �FeJ To � d{�o;$ 10050 N.E.2nd Avenue NE UQi"tj Ilk .... x , Miami Shores,FL 33138-0000 E Phone: (305)795-2204 E E,.> � �� ,, Expiration: 08/12/2017 8Sitt9r•Iat� 1 P� Project Address Parcel Number Applicant 42 NE 96 Street 1132060130640 Miami Shores, FL 33138- Block: Lot: LUN( USA LLC Owner information Address Phone Cell LUNI USA LLC 235 LINCOLN Road MIAMI BEACH FL 33139- 235 LINCOLN Road MIAMI BEACH FL 33139- Contractor(s) Phone Cell Phone Valuation: $ 100.00 RK BUILDERS, INC (954)980-4430 _ Total Sq Feet: p MOONLIGHT EDITIONS INC DBA RK B (954)980-4430 Type of Work:WINDOW PERMIT FOR 16 WINDOWS AND 4 Available Inspections: No of Openings:20 Inspection Type: Additional Info: Review Building Classification:Residential Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# REV-2-17-62888 DBPR Fee $2.00 02/09/2017 Check#:1980 $50.00 $37.00 DCA Fee $2.00 Education Surcharge $0.20 02/13/2017 Check#:1983 $37.00 $0.00 Permit Fee $225.00 Revision Fee $75.00 Invoice# WS-3-17-63252 Scanning Fee $12.00 03/29/2017 Cash $230.60 $0.00 Scanning Fee $0.00 Technology Fee $0.80 Total: $317.60 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 AFF( AVIT: 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. he e,l a horize the above-named contractor to do the work stated. March 29, 2017 Au / Applicant / Contractor / Agent Date Building D artment Copy March 29,2017 1 Invoice Miami Shores Village 3/9/2017 10050 N.E.2nd Avenue Only need to make payment. Miami Shores,FL 33138-0000 no documents to hand out. Phone:(305)795-2204 Fax: (305)756-8972 For Inspections please call:(305)762-4949 eturn to: FM!aml Shores Village Permit Number: REV-2-17-335 N.E.2nd Avenue Invoice Date: March 09,2017 Shores,FL 33138-0000 Invoice Number: WS-3-17-63252 Bond Number: Bill To Comments: LUNI USA LLC 235 LINCOLN Road 310 MIAMI BEACH,FL 33139- 236 6lNGG6N Read 340 MIAMI BEACH,FL 33139- po .� Date Fee Name Fee Type Fee Amount 03/09/2017 Scanning Fee Calculated $0.00 03/09/2017 Technology Fee Calculated $0.80 03/09/2017 Permit Fee Adjustable $225.00 03/09/2017 Education Surcharge Calculated $0.20 03/09/2017 CCF Calculated $0.60 03/09/2017 DBPR Fee Calculated $2.00 03/09/2017 DCA Fee Calculated $2.00 Total Fees Due: $230.60 Thursday,March 9,2017 Miami Shores Village Building Department RECEIVED 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 FEB 20�� Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION v�— LINE PHONE NUMBER:(305)762-4949 FBC 20N BUILDING Master Permit No. �CA- PERMIT APPLICATION Sub Permit No.qWN 11 �3�5 BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 42 Air 11-4# -E - City: Miami Shores County: Miami Dade Zip: 0,3 -13 Oa Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): 1,U \Q C, Phone#: Address: 2— city: City: tA. c;,� State: L-- Zip: a 3 1 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:kK A411j'a'n, )/I,,. Phone#: ggEf 2/X70 4452 Address: I!J!W If �{ql� /� ��V rz - -*7 Y2 City: hj'f&1Akk mzau State: 001— Zip:la A Qualifier Name: 1Zo4 kil loe- Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: UL► �� Phone#:e�� Address:! - $ - City:.4kW% (e anW6_State:fL Zip: 3� Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ 5 o PCU"8 Permit Fee$ :"75+ gR5- CCF$ ®• CO/CC$ Scanning Fee$ ( 2 Radon Fee$ 2.03 DBPR$ '.,00 Notary$ Technology Fee$ Q• &0 Training/Education Fee$ (0•7,AO Double Fee$ Structural Reviews$ C(�>-- Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating .construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 4 Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this / 00 day of �7 a�-I 20 1 -4- ,by day of 20 by who is personally known to K a-4 ucln wa,.- who is personally known to me or who has produced �- L 0 as me or who has produced IF L i✓ as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: —ry La Print: -\J I L`�U � vse 5 �12t J-U Print:®1l Seal: { ._ Seal: VIC"f'(7vl_.'. R, GADO VICTORIA ROSADO = '= MY COM.Y. —'H:9711492 .�' MY COMMIBg ION 9 FF97149Y ins t Fw, t+�•.., Servmea�n EXPIRES APPROVED BY �� " Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MecaWind Pro v2 . 2 . 7 . 5 per ASCE 7-10 Developed by MEGA Enterprises, Inc. Copyright www.mecaenterprises.com Date 2/1/2017 Project No. JobNo Company Name RK Architect Designed By Robert Kirchgessner Address 42 NE 96th Street Description Description City Miami Shores Customer Name LUNI USA, LLC State FL Proj Location Miami Shores a File Location: E:\Robfk Documents _ 2014-16\ 6t '_RK Architect Design Projects 2016\42 NE 9reel Miami SShore 2016\_42 NE 96th St_ Wind Pressures Meca_REV 1-27-17 .wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) y Basic Wind Speed(V) = 175.00 mph ' • Structural Category - II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor 1.00 Kd Directional Factor = 0.85 Alpha = 0.101 Bt = 900..00 00 ft SEE 08 - Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft •0•• Pitch of Roof = 3.661017 12 Slope of Roof(Theta) = 16.97 Deg • • •0000• h: Mean Roof Ht = 15.50 ft Type of Roof = HIPPED • • • 0000•• RHt: Ridge Ht = 20.00 ft Eht: Eave Height = 11.00 ft 00 • •• • 00 OH: Roof Overhang at Eave= 2.50 ft Overhead Type = OH w/ soffit•••••• 0••0 • Bldg Length Along Ridge = 50.00 ft Bldg Width Across Ridge= 54.00 ft • •00000 Length of Hipped Ridge = 24.00 ft Roof Slope on Hip End = 30.14 Deg 0.0••0 0 • • • 0000 0000•• 0000 • • Gust Factor Calculations •••00 0 • 0000 0000• Gust Factor Category I Rigid Structures - Simplified Method 000000 0 00 • • Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 • • • • • •0.0• •• •• 0000 0000•• Gust Factor Category II Rigid Structures - Complete Analysis 0000•• • 0 Zm: 0.6*Ht = 15.00 ft 0 • • •• lzm: Cc*(33/Zm)^0.167 = 0.23 •000.0 0000.0 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft ••• • • • Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 •• • •0••: Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 0000 • 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 Fox owq ,4Topographic Adjustment 0.33*z = 1.00 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 175.00 mph MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 MWFRS Pressures for Wind Normal to 50 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.08 h: Height to top of Windward Wall = 11.00 ft ph: Net Pressure at top of wall (windward + leeward) = 38.30 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.30 psf ps: Side wall pressure acting away from wall - .55 * ph = -20.99 psf pl: Leeward wall pressure acting away from wall = .37 * ph = -14.22 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 24.08 psf pw0: Windward wall press @ bot acting toward wall = p0-p1 = 24.08 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 15.500 ft Lambda: Exposure Adjustment Factor = 1.000 ��.0••�� Slope: Roof Slope = 16.97 Deg e��•• vmn ®�n zone Load Casel Load Case2 4 �• ��•n�1./��t,^ psf paf 1 -33.76 7.84 2 -24.99 -9.08 3 -37.66 .00 �y'% 5 -27.54 .00 .1-S747 y p�D A i Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -25.32 psf Povh3: Overhang pressure for zone 3 = -28.24 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 5.88 psf Povh3: Overhang pressure for zone 3 = .00 psf Normal to Ridge - Base Reactions - Spalls+Roof +GCpi Description Press Area Fx Fy Fz Nx My NZ psf ft^2 Rip Rip Kip K-ft K-ft R-ft Roof Windward -33.76 1044 .00 -10.29 x33.73 291.9 W� .0 .0 Roof Leeward -24.99 1044 .00 7.62 24.97 -216.1 .0 .0 Roof Windward -33.76 137 .00 -1.35 4.43 109.8 .0 .0 0000 Roof Leeward -24.99 137 .00 1.00 3.28 -81.3 .00 0 0 0 Roof End (0 to h/2) -37.66 20 0.39 .00 0.67 16.7 13.0 -a.7 0 • •00• •00.0• Roof End (0 to h/2) -37.66 20 -0.39 .00 0.67 16.7 -13.0 9!7 • •• • 00 Roof End (h/2 to h) -33.58 41 0.69 -0.00 1.19 21.2 17.6 -1203 000 •000 • Roof End (h/2 to h) -33.58 41 -0.69 .00 1.19 21.2 -17.6 12.3* 00.000 Roof End (h/2 to h) -33.58 22 0.38 .00 0.65 11.6 12.7 -%!1*0 0 • • • Roof End (h/2 to h) -33.58 22 -0.38 .00 0.65 11.6 -12.7 69000 0000 •0000• Roof End (h to 2h) -27.54 162 2.24 -0.00 3.85 27.0 43.7 -A0Za0• • 0 0 0 Roof End (h to 2h) -27.54 162 -2.24 .00 3.85 27.0 -43.7 15.7 00•• 00000 Roof End (h to 2h) -27.54 40 0.56 .00 0.96 6.7 18.7 �3�gg••• • •• 0si•00 Roof End (h to 2h) -27.54 40 -0.56 .00 0.96 6.7 -18.7 0'309••0 •0x00• 000000 Roof End (h to 2h) -27.54 23 0.31 0.00 0.54 -0.4 5.1 •0i j 0 ••• • • Roof End (h to 2h) -27.54 23 -0.31 .00 0.54 -0.4 -5.1 y0. 0 0 Roof End (h to 2h) -27.54 4 0.06 .00 0.10 -0.1 2.0 90.0 • 0 • • Roof End (h to 2h) -27.54 4 -0.06 .00 0.10 -0.1 -2.0 00.0 . 0 0.000 •0.00• Roof End (>2h) -27.54 84 1.16 .00 2.01 -29.8 39.0 27.30 0 0 0 • 00.0.0 Roof End (>2h) -27.54 84 -1.16 .00 2.01 -29.8 -39.0 -1'f.03 0 •00• � • • Windward Wall 24.08 200 .00 4.82 .00 43.3 .0 .0 00 Windward Wall 24.08 200 .00 4.82 .00 24.1 .0 .0 Windward Wall 24.08 150 .00 3.61 .00 5.4 .0 .0 Leeward Wall -14.22 550 .00 7.82 .00 43.0 .0 .0 Side Wall -20.99 594 -12.47 .00 .00 .0 68.6 .0 Side Wall -20.99 594 12.47 .00 .00 .0 -68.6 .0 OH Bot Windward -25.32 125 .00 .00 -3.17 -89.4 .0 .0 Roof End (0 to h/2) -37.66 8 0.15 .00 0.25 5.9 4.2 -3.4 Roof End (0 to h/2) -37.66 8 -0.15 .00 0.25 5.9 -4.2 3.4 Roof End (>2h) -27.54 181 2.50 .00 4.31 -43.1 53.0 25.0 Roof End (>2h) -27.54 181 -2.50 .00 4.31 -43.1 -53.0 -25.0 Total .00 5949 -0.00 18.04 92.31 162.1 --0.0 �~0.0 Normal to Ridge - Base Reactions - Spalls Only +GCpi Description Press Area Fx FY Fz NX My NZ psf ft^2 Kip Kip Kip K-ft K-ft K-ft Windward Wall 24.08 200 .00 4.82 .00 43.3 .0 .0 Windward Wall 24.08 200 .00 4.82 .00 24.1 .0 .0 Windward Wall 24.08 150 .00 3.61 .00 5.4 .0 .0 Leeward Wall -14.22 550 .00 7.82 .00 43.0 .0 .0 Side Wall -20.99 594 -12.47 .00 .00 .0 68.6 .0 Side Wall -20.99 594 12.47 .00 .00 .0 -68.6 .0 Total .00 2288 .00 21.06 .00 115.9 ~ .0 �N .0 Normal to Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area Fx Fy Fz Nx My Mz psf ft^2 Kip Kip Kip R-ft R-ft K-ft --~- OR Roof Windward�WWWW�7.84�W1044�WY00 2.39 N-7.83 +-67.8 YyyO .0 Roof Leeward -9.08 1044 .00 2.77 9.07 -78.5 .0 .0 ^�' .•�O Roof Windward 7.84 137 .00 0.31 -1.03 -25.5 .0 .0 Roof Leeward -9.08 137 .00 0.36 1.19 -29.5 .0 .0 J '� Windward Wall 24.08 200 .00 4.82 .00 43.3 .0 ; e Windward Wall 24.08 200 .00 4.82 .00 24.1 .0 ; Windward Wall 24.08 150 .00 3.61 .00 5.4 .0 . . Leeward Wall -14.22 550 .00 7.82 .00 43.0 .0 ,� '�• Side Wall -20.99 594 -12.47 .00 .00 .0 68.6 .0 @; L9 i a Side Wall -20.99 594 12.47 .00 .00 .0 -68.6 .0 OH Bot Windward 5.88 125 .00 .00 0.73 20.8 .0 .0 Total .00 4776 .00 26.90 2.14 -64.7 Y .0 .0 Normal to Ridge - Base Reactions - Walls only -GCpi Description Press Area Fx FY FZ Ma My MZ psf ft^2 Rip Rip Rip R-ft R-ft &-ft Windward Wall 24.08 200 y .00 4.82 �.00 43.3 �W .0 Y .0 Windward Wall 24.08 200 .00 4.82 .00 24.1 .0 .0 Windward Wall 24.08 150 .00 3.61 .00 5.4 .0 .0 Leeward Wall -14.22 550 .00 7.82 .00 43.0 .0 .0 Side Wall -20.99 594 -12.47 .00 .00 .0 68.6 .0 Side Wall -20.99 594 12.47 .00 .00 .0 -68.6 .0 Total .00 2288 .00 21.06 .00 115.9 .0 � .0 Normal to Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fa Fy FZ Ma My MZ ••0•• psf ft^2 Rip Rip Rip R-ft R-ft R-� 6•• **so• •••••• • • • • Total .00~�N 000 YY.00 Y.00 .0 ,0 •�•pi•• • •• 0060:0 90.000 • • • Notes - Normal to Ridge •••• •••• •9.6 Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical •0000• 9999 • • • •• • Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf 6960• Note (3) Area* = Area of the surface projected onto a vertical plane normal to w0'Xd-•: • •• • • :0000000 • •• 9999 9999•• MfAFRS Pressures for Wind Normal to 54 ft wall (Along Ridge) 69.6•• • 0 0 • • • WALL PRESSURES PER TABLE 27.6-1 • • 0999:6 •066:0 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.93 • • • h: Height to top of Windward Wall = 11.00 ft 0.00 •66 • ••6•: ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf • • p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf •• ps: Side wall pressure acting away from wall = .54 * ph = -20.90 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -14.71 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 23.99 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 23.99 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 15.500 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope = 16.97 Deg Zone Load Casel Load Case2 psf psf 1 -33.76 7.84 2 -24.99 -9.08 3 -37.66 .00 4 -33.58 .00 5 -27.54 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -25.32 psf Povh3: Overhang pressure for zone 3 = -28.24 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 5.88 psf Povh3: Overhang pressure for zone 3 .00 psf ,OF Along Ridge - Base Reactions - Walls+Roof +GCpi �p� •��®�� Description Press Area Fx FY FZ Ma My MZ psf ft^2 Rip Rip Rip R-ft R-ft R-ft Roof (0 to h/2) -37.66 20 .00 -0.39 0.67 14.3 -15.3 -8.9 Roof (0 to h/2) -37.66 20 .00 0.39 0.67 -14.3 -15.3 8.9 . 6 Roof (0 to h/2) -33.76 163 -2.77 .00 4.77 .0 -92.7 .0 ••� - �, �RLD ARG Roof (h/2 to h) -33.58 224 -0.00 -2.03 7.25 96.5 -115.2 -32.2 Roof (h/2 to h) -33.58 224 .00 2.03 7.25 -96.5 -115.2 32.2 Roof (h/2 to h) -33.58 22 .00 -0.38 0.65 14.0 -10.3 -6.0 Roof (h/2 to h) -33.58 22 .00 0.38 0.65 -14.0 -10.3 6.0 Roof (>h) -27.54 673 .00 -4.99 17.84 159.9 .0 .0 Roof (>h) -27.54 673 .00 4.99 17.84 -159.9 .0 .0 Roof (>h) -27.54 69 .00 -0.96 1.65 35.4 .0 .0 Roof (>h) -27.54 69 .00 0.96 1.65 -35.4 .0 .0 Roof (>h) -27.54 268 0.00 -1.99 7.11 115.4 131.5 36.8 Roof (>h) -27.54 268 .00 1.99 7.11 -115.4 131.5 -36.8 Roof (>h) -27.54 38 .00 -0.52 0.89 19.2 16.6 9.6 Roof (>h) -27.54 38 .00 0.52 0.89 -19.2 16.6 -9.6 Roof (>h) -24.99 163 2.05 .00 3.53 .0 68.6 .0 Windward Wall 23.99 216 5.18 .00 .00 .0 -46.6 .0 Windward Wall 23.99 216 5.18 .00 .00 .0 -25.9 .0 Windward Wall 23.99 162 3.89 .00 .00 .0 -5.8 .0 Leeward Wall -14.71 594 8.74 .00 .00 .0 -48.0 .0 Side Wall -20.90 550 .00 11.49 .00 63.2 .0 .0 Side Wall -20.90 550 .00 -11.49 .00 -63.2 .0 .0 OH Bot Windward -28.24 135 .00 .00 -3.81 .0 100.1 .0 Roof (0 to h/2) -37.66 30 .00 -0.30 1.08 21.1 -23.2 -6.5 Roof (0 to h/2) -37.66 30 .00 0.30 1.08 -21.1 -23.2 6.5 Roof (0 to h/2) -33.76 406 -6.88 .00 11.85 .0 -141.9 .0 0006 Roof (>h) -24.99 406 5.09 .00 8.77 .0 105.1 • .00 • • 0000 o••0•• Roof (>h) -24.99 4 .00 -0.05 0.08 1.7 2.0 • • • Roof (>h) -24.99 4 .00 0.05 0.08 -1.7 2.0 -10. 0 •• • 0• Total .00 6258 20.48 0.00 99.56 -0.0 -115.2 •G.400 • 0 • •b•• b•b• •eo••• Along Ridge - Base Reactions - Walls Only +GCpi • 0 • • • bees • 0•sb 006•• Description Press Area FX FY Fz Mx My D&••••• • •s • • psf ft"2 Rip Rip Rip R-ft R-ft K-,f* •cies• Windward Wall 23.99 216 5.18 .00 .00 .0 -46.6 ~ie��0: • 0• Windward Wall 23.99 216 5.18 .00 .00 .0 -25.9 • .0 • • • ••••0• Windward Wall 23.99 162 3.89 .00 .00 .0 -5.8 0 .00 •0000• • s Leeward Wall -14.71 594 8.74 .00 .00 .0 -48.0 • D • •• � Side Wall -20.90 550 .00 11.49 .00 63.2 .0 04 0 s 0000 • •••b Side Wall -20.90 550 .00 -11.49 .00 -63.2 .0 .0 0b Total .00 2288 22.99 �y.00 .00 W .0 -126.4 ~~ .0 Along Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area FX FY Fz Mx My Mz psf ft^2 Kip Rip Rip K-ft K-ft K-ft Roof (0 to h/2)WY 37.66 W20W .00 Y-0.39 r 0.67 14.3 W-15.3 W-8.9 Roof (0 to h/2) -37.66 20 .00 0.39 0.67 -14.3 -15.3 8.9 Roof (0 to h/2) 7.84 163 0.64 .00 -1.11 .0 21.5 .0 Roof (>h) -9.08 163 0.74 .00 1.28 .0 24.9 .0 Windward Wall 23.99 216 5.18 .00 .00 .0 -46.6 .0 Windward Wall 23.99 216 5.18 .00 .00 .0 -25.9 .0 Windward Wall 23.99 162 3.89 .00 .00 .0 -5.8 .0 Leeward Wall -14.71 594 8.74 .00 .00 .0 -48.0 .0 Side Wall -20.90 550 .00 11.49 .00 63.2 .0 .0 Side Wall -20.90 550 .00 -11.49 .00 -63.2 .0 .0 OH Bot Windward -28.24 135 .00 .00 -3.81 .0 100.1 .0 Roof (0 to h/2) -37.66 30 .00 -0.30 1.08 21.1 -23.2 -6.5 Roof (0 to h/2) -37.66 30 .00 0.30 1.08 -21.1 -23.2 6.5 Roof (0 to h/2) 7.84 406 1.60 .00 -2.75 .0 33.0 .0 Roof (>h) -9.08 406 1.85 .00 3.19 .0 38.2 .0 Roof (>h) -9.08 4 .00 -0.02 0.03 0.6 0.7 0.4 Roof (>h) -9.08 4 .00 0.02 0.03 -0.6 0.7 -0.4 Total .00 3669 27.82 .00 0.34 .0 15.7 .0 Along Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx FY Fz Mx My Mz psf ft"2 Kip Kip Kip K-ft K-ft K-f O0".. Windward Wall�~�~M 23.99WW 216 Y5.18 .00 N�.00 WY .0 -46.6 Y �P•�. Windward Wall 23.99 216 5.18 .00 .00 .0 -25.9 �0�• �' •�� Windward Wall 23.99 162 3.89 .00 .00 .0 -5.8 0 y .: Leeward Wall -14.71 594 8.74 .00 .00 .0 -48.0 Side Wall -20.90 550 .00 11.49 .00 63.2 .0 Side Wall -20.90 550 .00 -11.49 .00 -63.2 .0 • ;/ • Total .00 2288 22.99 M�.00 ��.00 �W�O -126.4 ; • t� � Along Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fn Fy Fz Mx My MZ psf ft^2 Kip Rip Rip K-ft K-ft R-ft Total .00 0 r .00 Y.00 Yy.00 .0 Y~MO WO Notes - Along Ridge Note (1) X- Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls - 9.6 psf and Roof = 4.8 psf Note (3) Area* - Area of the surface projected onto a vertical plane normal to wind. Total Base Reaction Summary Description FX Fy Fz Mx My Mz Kip Kip Kip K-ft K-ft K-ft Normal to Ridge Walls+Roof +GCpi �-0.0 W 18.0 92.3 162.1 ~�-0.0~~M 0.0 Normal to Ridge Walls Only +GCpi .0 21.1 .0 115.9 .0 .0 0000 Normal to Ridge Walls+Roof -GCpi .0 26.9 2.1 -64.7 .0 0 .00 • • Normal to Ridge Walls Only -GCpi .0 21.1 .0 115.9 .0 0 .O • 6.0• 0000•• Normal to Ridge Walls+Roof MIN .0 .0 .0 .0 .0 6!0 • 60 • 0• Along Ridge Walls+Roof +GCpi 20.5 0.0 99.6 -0.0 -115.2 *"Soo 0 00•• 6 Along Ridge Walls Only +GCpi 23.0 .0 .0 .0 -126.4 4 •10.0• Along Ridge Walls+Roof -GCpi 27.8 .0 0.3 .0 15.7 ••�D00 • • • Along Ridge Walls Only -GCpi 23.0 .0 .0 .0 -126.4 0••.e• 0900 0.0.00 Along Ridge Walls+Roof MIN .0 .0 .0 .0 .0 0"00 •0000• 0.060 00.06• • •• 6 • Notes Applying to MWFRS Reactions: • • 0 0 0 0009• Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without6f'o&*. •06• 000000 Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical 000.00 • Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf 0 • • 0 0 Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. 6 0 • 6 060660 0.0:6 Note (5) Total Roof Area (incl OH Top) = 3526.34 sq. ft 0 00• • 0 0 Note (6) LC = Load Case (Some pressures can be zero, ref ASCE 7-10 Ch 27 Pt 2) •• 0 000 0 00 so: 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" _ = 5.00 ft Description Width Span Area Zone Max Min Man P Min P ft ft ft^2 GCp GCp psf psf FRONT SH 5.17 4.42 22.9 4 0.94 -1.04 ~38.16 -41.58 COURTYARD FX 6.92 3.83 26.5 4 0.93 -1.03 37.77 -41.19 COURTYARD DBL DR 6.67 6.00 40.0 4 0.89 -0.99 36.69 -40.11 COURTYARD FX 6.67 3.00 20.0 4 0.95 -1.05 38.51 -41.93 R SINGLE HUNG 3.08 2.17 6.7 4 1.00 -1.10 40.33 -43.75 R SINGLE HUNG 4.25 3.08 13.1 4 0.98 -1.08 39.62 -43.04 R DOOR 6.67 2.67 17.8 4 0.96 -1.06 38.82 -42.23 L SINGLE HUNG 5.25 3.08 16.2 4 0.96 -1.06 39.07 -42.49 L FIXED 3.08 1.25 3.9 4 1.00 -1.10 40.33 -43.75 L SINGLE HUNG 4.42 4.25 18.8 4 0.95 -1.05 38.68 -42.09 REAR SINGLE HUNG 3.25 3.08 10.0 5 1.00 -1.40 40.33 -53.99 REAR FIXED 7.50 3.00 22.5 4 0.94 -1.04 38.20 -41.62 REAR DBL DOOR 7.50 6.00 45.0 4 0.88 -0.98 36.39 -39.80 * REAR DBL DR 6.00 6.67 40.0 5 0.89 -1.19 36.69 -46.73 REAR FIXED 5.90 2.83 16.7 4 0.96 -1.06 38.98 -42.40 FRONT SH 5.17 4.42 22.9 5 0.94 -1.27 38.16 -49.67 * SIDELITE REAR D 6.67 1.00 6.7 5 1.00 -1.40 40.33 -54.00 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 34.18 psf C' A � a 9 a MIA I. lYIr M1.zbADE COUNTY , PRODUCT CON RQL&ECTIOI� DEPA TWIENT OF REGULATORY AND 11845 SW 26 Street,Rooin:2U8" ??,�� • BOA r3TRATION DIVISION 'A y(786)315-=2590 ; F{786)315-2599• . mv+v:iui�Tuicladg:aovlecaTr�ora,Lv. .; NOTICE OF ACCEPTANLC `(3A �`�p Labrador&Fundofa Corp. m dba V&,V Wiudows, 2355 W A1h Avenue Hialeah,FL 33010-1454 e This NOA is being issued under the applicable rules andregulations governing lie use of construction .materials. The documentation submitted Inas,been,reviewed and "aceept9ed by,-Miaini-Dade.County RBR A Product Control Section to be used'in Miami–Dade County and other areas•where alibWed by ting Au•tl!®ait3+ Having Jurisdiction(AHJ). *•+"° • •! �'�'•••r ° This NOA shall not be valid after the expiration date stated below. The Miami,:D �County �RZdue; .� Control Sectioii(Itr Ivlisini-Dade County)and/or the GHJ(iii areas iitlier than Ivliaini-D•�c�e otnnty)'I'esc oe, •... the right'to have"this product or material..tested for quality assurance purposes..If tt is.p� uct or•fhat ial A' ° ;•,+•� fails to perform in tine.accepted manuet•,the.mamufacturer will incur the e�penss of sucH>�s ig and Bli�AFId • may immediately rdvoke, modify, or suspend the use_ of such product or`material witkililtdWr jui•i%sic�ian. •,., I2ER reserves the ri nt to revoke this acce taince, if it is"determined by- Miarn! I e•.4d1ouinty'ly l tct Control Section th2t this product or material failsto meet the requirements of.the appliC;b4iPbaildfng code. s ••��:• This product is approved as described Herein, And 1�.been designed,to comply with�tlie F�rida 8uiICU ng ��•��• e� ...... Code, including the High Velocity Hurricane Zone. •• •. .. woo DESCRIPTIOr4: Series"100".Alinniuum Siug[eHung Wiudovi� L`.M I. • APPROVAL DOCUMENT:- Drawing No. 'Wil-38,: titled ,"Series 1QO Alum: Single dung°Wd%v. (L.ht•I.)";sheets i through.7 of 7 dated 07/.>;5/11;with revision`"C"'dated"0'08115,prepared*by Al-Fainog, Corporation, §igned and sealed by JavadAhmad, P E., bearing the'Siianii�Diide Comity_Product control , . . stamp-with the Notice of Acceptance number and•expiration.date*by the.Nliami-Dade County Product: M Control Section: ta MISSILE IMPACT RATING:Labe and Small Missile Impaet„Resistant LABELING:,.Each unit shall bear a permanent label ~vita the°nnautifaeturer's name of 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 reriewal.apnlicatiAii has been file¢and"tliere has been`' , no'Change in the applicable.-building code.negatively affecting the performance ol'this product.. . TERl INATION of this NOA will oceur after the expiration date or if there-has been a-revisiou nr change; in the materials,use,and/..or manufa6tiue of'the product'or process.Misuse of this NOA as an eiidorseitient , of.any„product;for sales;advertising or airy other purposes shall automatically,terminate this NOA Failure to comply with ally section"of this NOA shall be cause°for termination wind removal of NOA ADVERTISEMENT: The NOA 'iuumber preceded by the words Miami-Dade County, Florida, acid followed by tine expiration date may be displayed nt advertising literature.If any portion of tine NOt'; is. n displayed,then it shall be done in its entirety. INSPECTIONa A copy of this entire NOA steal! be provided to,the user 'by,the inanufacturer or its distributo'm and shall be available for inspection at the job site at the request of the BWiding:Offic:al,- Tl is NOA revises and renews NOA No. 11=0907.fl3 acid coinsists of this page 1 'and e5iderYce"pagesE`1. and E-2,as well as'approval document meirtion6d above. - NOA No.'15-03.11':02 • .,: AK ns o • Y Expiratloil Date:,Qetober 20,2021 Approval Date- August 27,2015, W4 d�15 Page 1 Labrador&Fundora Corp.dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. .DRAWINGS 1. Manufacturer's die drawings and sections: (Submitted under previous NOA No. 11-0907-03) 2. Drawing No..W117-38,titled."Series 100 Alum.Sfngle Hung WOW -(L.M.L)",sheets 1 through'7 of 7, dated 07/15/1-1,with revision "C" dated 07/29_/15,,prepared by A1-- Farooq Corporation,signed and aealed.by Javad Ahmad,P. E. ' B. TESTS _ 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 102-94 • 2)Uniform Static Air'Pressure Test;Loading per TAS•2U 94 •. 3) Water Resistance'fest,per FBC,TAS 202-94....•.• � ••�• •: 4)Large Missile Impact Test per FBC�TAS 201-VA,.: • 5)•Cyclic Wind Pressure Loading per FBC,TAS.283•-24 ...: ••• •: 6)Forced Entry Test,Type"A".window,Grade 1V,•A9TkN5Wd7 ` ..,,,Poo • and•per FBC 241.1.'3.2.1,.TAS'202-94.: • . . " . •••Iwo along' 'with , 9 drawings and installation `diagr".;Qj ;sir gte' 7?oh' •••• • window, prepared by American Test Lab of,South Florida,.enc.; Zest %Op(h No. ATLSF=0913.01-10,dated 07/11/11, signed and;sealed by Julfq E.�Gpnzale�;:P�. ••'•• (Submitted under previous ArOA Mo. 11-09©7.03} •• ••• �••••• . . C. CALCULATIONS, 1. Anchor verification calculations and structural analysis; coir�plying with FBCh Sr" , Edition (2014), dated 02/05/15 and revised on 07/31/]5, prepared liy'A1;Farooq Corporation,signed and sealed by Javad Ahmad,P:E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE = 1. Miami;Dade Department of Regulatory. and Economic Resources MR). E. MATERIAL CEATIFICATIONS L ., Not cc,of Acceptance No..144916.1.0 issued to Kiiraray America,Inc:tot their b "KurarayButaciteS PVB.Glass Interlayer"dated"04/25/15,expiring°on 12/11716.,> 2. Notice of Acceptance No. 14-0916.11 issued to KurarayAmerica,mckfor their. ``SentryGlasO(Clear and White)Glass Interlayers"dated 06/25115,.expirih9 ori 07/04/18. . - iVianueI Va z,P'Product Control fuer. NOA-No '1S=Q3T1.02 Expiration pater October 20,2021' Approval Date: August!7,iO5 �/2'1/t''1 • Labrador&fun dora Corp. dba V'&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEDV F. STATEMENTS 1: Statement letter of.confohnance, complying with"FBC Vlj dition (2014) and of no, - financial interest; dated 02/05/15, issued by A1—Parooq Corporation,sigrlecl and sealed by Jawad Ahmad,P.E. 2. Laboratory compliance letter for. -Test Report No., ATLSF-.0913.01-10,,issued'.by` - American Test Lab of South Florida,inc., dated 07/1-l./l1,signed and sealed.by Julio' E.,Gonzalez,P.E. ; (submitted under previous NOA No. 11-0907.03) ••• G. OTHERS •...•. : '..' 1. Notice of Acceptance No. 11-090''i.03, issued to Labrador & Fund4a.•Corp. dba.V & V Windows for their Series "100 Aluminum Single Hung. i ow -•L I? ;••••• " approved on 10/20/11 and expiring on 10/20/16. „:.... . ••0••i • age see mi-nfrel Prez,P.E.` Prdduet Control iner NOA•No,1-"311.02. Expiration Date:•Y?etober 20,2021 Approval Date- August 27,2015 // B-2 .. 53 1 WI .. b3 t1 1/ID ... �4_ V• - -WINDOW WIDTH � � WINOOW.WIDTH 1�1 ..47 3/4' 49 3/4" O.L OPG. g• D.D.L.OPG,5"MAX 10 7l8" mGt n .5'Va. 16 7/8. HEAD -HEAD HEAD/RS _ A . rc ' HEAD/SD.L A �y EAD/EAD/RS 4 'ul �• - CORNERS SILL 11 2 OR 3 II 11 ANCHORS ATWo STILE am SEE*CHAW ON - 8 �tEEi 2 D =.r, J. =it--- 4 .1-=�� 1♦•--- ' + ti' g i B i iIl u 2 J . 1 4 AN AT 4 MM/.'. 1 __ - ; b �x �j 11 •- /r SEE CHART ANS Silo ' aa u i ❑ � 'F o m�., li it -a 110 U .� � -' � N� ,t n 4 � I; .I = E� � • FALSE MUNM9 47,t/B" 47 1/9" . (SURFACE APPLIED)2 O.L OPG. = la LtAY BE 09D.L.OPG. o >a ^ TYPICAL CCEVATIONS o> r 8r Eta:$ ggA= SERIES' WTD,ALUMINUM SINGLE.HUNG WINDOW ' DESIGN.LOAD RATINGS'FOR THESE WINDOWS TO BE AS:PER CHARTS SHOWN-ON-SHEETS 21&.,3. a APPROVAL APPUES TO SINGLEUNITS OR SIDE 8Y-SIDE. COMBINATIONS:OF SH./S.H.OR SINGLE HUNG'WITH.'OTHER; R WwtmTa•TYPES Dv MODItLES OF, TWO .OR MORE WINDOWS USING ' MIAMI-DADS COUNTr APPROVED MULLIONS IN BETWEEN. -• - .. .. - LOWER•DESIGN'PRESSURE FRAM WINDOWS-OR MULLION APPROVAL'. - WILLAPPLY TO;ENTIRE SYSTEM ' *S PRODUCT,HAS BEEN DESIGNED AND TESTED TO COMPLY,WITH•THE, . REOUVWMENfS.OF THE-FLOIQ*'BUIUDING-CODE INCLUDING HIGH V0.0GIT,Y.' r• �y i•._ • • •HURMCAME.ZONE(HwA. s'•_".. • • • ••r ��•a o Q m o - . WOOD,BUCICS BY OTHERS,MUST BE ANCHORED PROPFAiI.Y'TO TRANSFER • •• •• • • .>• • • 'r'• I LOADS•TO THE ST'(tUCTURE:: ', - .,.!• •i:. •. . • ;_ ;• • -. _ .. Y .ANCHORS SHALL BE AS 1SI ,SPACED AS SHOWN ON O&AILS Ai•ICHORS ••E"r:,J VADAGMY - •j 'o DABEDMpff-TO BASE MATERIAL SHALL BE BEYOND WALL DMMSING•T)R'STUCCO. THESE Y4NDOWS ARI.RATED FOR:LARGE&.SMALL MISSILE IMPACT. CIVIL ' • ANCHORR4G OR LOAO616 CONDITIONS NOT SHOWN R4 THESE 6ETA0.S ARE -. - �SHURERS'ARE NOT REQUIRED, � ,FLC PE Y70592 goy •,�. ., • MOT PART OF THIS APPROVAL. PRO)R1LT •• �S3B. 8 S . A LOAD DURATION iNCRFASE-IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• .oacomptr iltl1 �.�• . ALL SRMS,TD Tom.HIGH WFACT.NON-UtTALUC AND NON-COMPRESSIBLE, t pb "` • • ( Cs ••, • drawln9 uo. MATERIALS-WLUDI G BUT NOT t.IMREo.TO STEEL/METAU SCREWS.THAT � • • �. • ••� 1�2 2015]�, 'w_�_�•-3$ P THEDDA .MATERLSCOWE.INTO coNTASHALL MEET THE' RIQA a .,. - _• • G CODE AND ADOPTED STANDARDS. s •••• ,. • • • • • r/Z+ t �.. �., •ice ��. •;�, ••• • i•o•.i EQUAL LITES WINDOWS EQUAL LITES WINDOWS WIDTH _ �v DESIGN LOAD.CAPACTCY-PSB =DEMON WAD CAPACI'Y-PSP' NOTE: n 2 ANCHORS AT MTD.STILE ENDS 3 ANCHORS AT MTG.STILE ENDS• GLASS CAPACITIES ON THIS SHEET ARE MAW TYPE OI,=TYPES GLASS,TYPE GLASS TYPR 2' odl WINDOW DIMS. 'A' D' ' .&'c' D. WINDOW DIIIS. D. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION WIDTH HEIOHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) 1KT.(-)_ WIDTH HMIT EM,(+) INT.(-) ii Sk a t9-1/a' eoo soo 75.0 75.0 a", 120.0 1e-1/8" _ _ / DECLARATORY STATEMENT DCA05-OEC=219 i) 26-1/2• 60.0. X60.0 *75.0 75.0 80.0 I20.0 26-1/2' .• - - _ ¢. V 37" 29' BOA � 60.0 �75.0 75.0 80.0 120.0 37' 26' 42 t4)•- 60.9 WO 75:0 75.0 80.0, 120.0. 42" (4) 48' :SOA 800 75.0 75.0 80.0 120.0 48" - - - .. 8• n ' 53-1/6• 60.0, 60A 75.a mo 60.0 120.0 53 I)w - - V 19-1Je• 60.0- WA__ 7s.D.- 75.0 80.0 120.0, 19 tJB� � - • .. � ,n OmMplyTh�%vbh VIC" ' z6-//a• so.o 80.0 75.0 75.0 MO 120.0. z8+112• _ / fJ a '3Y . 38-3/8•.' 60.0 60.0 75.0 75.0 80.0 120.0 37' 36-3/6• - AC�t9p10itWDM O4' 42• (4) 680.0' 60.0 '75A' 75.0_ BOA 120,0 42' (<) 1 49- sad 60.0 75.0• 75.0 sao 140.0 49• . - EQUAL UTM 53-1/6' 60.0` GOA .75,0 75.0 80.0 120:0 �53;1/a�' - - 10-1/8' 60.0. SDA' -78.0' 75.0 80.0 120.0_ t92118` • _ 1/5'ANN.GLASS 3116'AW3 MASS 26-1/2' - 60.0: 60.0:• 75.0 75.0 sOA- 120.0 26-i/2• logo'�InterlayeT � .o90"Intertoyer _ 37• 50-5/8' 60.0 60.0 75.0 -- 78.0 _80.0 120.0 - 37" 50-5/8''r-=0 - - Rulocile PYDRutaaYe PVR 2' .'42' (8) 60.0 60A" 78.0' 75:0 80.0 120.0 42" "(7)' - .. Sy'KwwW America,01e.'' By'XliraroyAm4rko,60.0 •80.0 ��75.0 '75.0 � 90.0 120.0 4S' ' - 1/8'ANN.CLASS 3/18"ANN.GtA3580.0 DOA 7&0 75A 80A 118,1 SS-//9' - 120.0 i-1 60A 60A '-76.0 75A 60.0 120.0 19-1/w _ _ pp.. .. SILICONE_ SILICONE 26-1/2" 80.0 60.0 -15.0 73.0 MO '120.0 28-1/2" - a m Oft CORNING�G.995•. '�� x P CORA 995E� r n 3r 58 GOA 60.0 75.0 75.0 80.0 120A 37' 58• yyy111 42' 66.0 60.0 . '.75.0 - 73.0 BOA. 12U 42,' 'BOA BOW - 7SA 75A _EDA. 120.0 48• _ _ Is 18. 1 in o g• _ b3-1 8' .60A ODA 750 75.0- •BDA IQ8.7 53-1/a• BOA 120.0 '1'II Ai -/a• 80. 78.0 75A BOA '120.0- .19-i* �q v 26-1/2• 60.0 60,0 75M -75.0 80.0 126.0 28211.2• .,. - .. it 4>0.Y 37' 80' 6QA ODA � 75:0 75.0 � FAQ: 120.0 3l' BO' - •� .- � �+y°'�51 - 42' (7) 'BOA WA -� 750 75.0 90.0 -120.0 - 42` (8) - � BP AT 1/4 POINTS� o �$ AT 1/4 POINTSf . ' aa" BDA' 60.0 7&0 75.0 80.0 120,0' 48• - 17 ON lITES WIDER 17 ON IHSS WIDER .THAN 38"ONLY THAN 38'OKY' .h J tror N S 33-118•- 6b.0, 80.0 75.b- 75A 80.0 -104.6 53'-1/8" 80.0 IZOA - . io-1/8• 80A -'60:0.. 75.0 73.0. BOA' 126.0' 19-1/8• - - - GLASS TYPE 'A` GLASS TYPE 'R' 28- e0A- I0.0 7sA 75.0 BDA 120.0 26-1/2'° - - .37" 83'r - $DID 60.0 75.0: 76.0 90A -120.0. - 37' � 63' 40. �75A 75.0 'aOA. 120.0 - 42' (8) 1/8'HEAT STREN'D.CLASS 3/16••HEAT STIOM..CLASS- GOA a •80.0 75.0 7AQ BD.O- 120.0' 48' - - q , 53-1/9. 6DA. .60.0 75.0 75.0 .^0 101.9. 53=1/9' 8(I.o Ino. �cRe M i r 70.0 75.0 80.6 120A 18-119'•. - _112 .1 By''Komroy America,Inc.' ° By'"ay America.Inc.' bb ' 28-IJ2" 60A .60.0 .'75.0' 75.0 ..�.0 120.0- 28-1/2' _ _ U 1/8'NEAT.STREWD.GLASS 3./16'_HEAT STREN'D:GLASS - 37' .'?r 8D:0 ..60.0 .75.0 73A 80:0 120.0.' - 37' 72 7p' . 600 60.0 75A: 7" 80.0 .120.0- 42• (9) • - 1� SOICONE 9IlGONE - ..48' - -_ 75.0 •_75.0 X90.0 11470-- p8' 80.0 •120.0 • DOW CORNING,985 .,% 'Dow COWNG 995.- O PECORA'895' 8 Tial-1/8• - - '75.0 75A B0.0' 99.5 63-ffB' 600 .120.0 Z g1 _ .••• •. • • .•.'. - o 0 60.0 BOA - 75.0 ..75A "800 120.0.- '19-1/a" - - • • • •. •' •_ •• 1 ..AT 1/4 POINTS 0 a m v 26t1/Y -600 60.0 75.Q 75A VA . •_120.0 28-1/2• - m 18 • • • •- • 4 18 1 17 ON UTE$WIDER -•3Y `/4-IIV 8b:0 •80.0-.- '7b.0 78A BOA 120.0 3T- 74-1/4' - `-Z; \ • � � ,:..• •'•;4 1 4 THAM 3W ONLY': ; 42",• (B) 6D.0 6oA 7:D 73A' $0.0 120,0 42• (9) - . _ .,n • •• ••: •• 0 i • ._ ..4+P ••. .-= +TS.Q. 70.0 800. 113.0 46• BOA•. 120.0 TO' I'll i > 33-116• ,- - 78.0 75.0 80.0 84:3 53-IA- 60.0 120.0, - - • SCAN. 70M 1 ., Yg k 19-1/S' baa 690 73.0. '73A &1.0 .120.0 °' B /AT•1/4 „a 26-I/2' - 80A BQ.O 73A ,78.0 80.0 120.0 24-1/2' - _ - 17 ON L1trS •• • • '. .60.0 .80.0. 7" 75.0:. -no:•. 120.0 '3r 78".' a--. g •� •1RiAN�•, .LY i • .... ` .:• - • • •. • • •• • Q15 drpwT9g- nor , 0.2'. (8)'•. QOA "8DA• 75.0 75A - 8Q,0: 120.0 0.Y.- (8)" - - _ 'G �TC! • • •. • _. 4F; •. G1��S'TYPE .D' . 46• - 786 78A ..80.0 111.6. 0.9" 900 120.0 • Wi 1-3$ A3-IX - 750 . 7aA BOA 82.8 5J-1/a• moo• IZDA . -' GLA7IN�' OPTIOATS. • she6t p t 7 • • .• •' i�i �.. • .. . • t .. 49, •• •0 9•,. • • ••R�• ' No UNEQUAL LITES WINDOWS 'UNEQUAL LTTES WINDOWS DESIGN LOAD.CAPACITY-PSF DESIGN LOAD L'APACM-PSP WIDTH 2 ANCHORS AT MTG.STAR ENDS9 ANCHORS AT 1IT0.3TUE ENDS .. - . GLASS TYPE GLASS TYPES CLASS TYPE GLASS TYPE: - Z MINDOW DINS. 'A•. 'R' A,'C' D• WINDow DI103. 'D' Q . WIDTH' HEIGHT E7R+) INT(-) E%T.(+) INT.(-) RAGA+) I 1NT.(-)° WIDTH ra.(+)..*INT.(-) 68.0 75.0 75.0 80.0; 120.0. t8'1/8' 26-1/2• 66A 60.0 75.6 75.0 80.0 120.0 28-1/2• 37' W-5/8• 60.0 60.0 75.0 75.0 80.0 12MD 37• 50-518• 42'. (6) 80.0 60.0 75,0 MO 80.0 120.0 BOA 69A 75.0 75.0 - 80.0 120.V 48'' 60,0 60.0. Iso' 75.0 Soo � 116.1:. 53-1/0' WA' �120.0 fff=333 - VVVV 19-1/8' 60.0. 60.0 76.0 0. 80.0 120.0 - is-1/8' '6D.0 $0.0 75,0 '75A. 80.0.` 120.0 28-1/2` 37' - 5B` 60.0 80.0. 79.0 79.0 90.0- 120.0 3T 58• 41• •(8)" 80.0 '60.0 i 76.0 75.0 80.0 120.0 Qr ,(6) .; '\ •, 7V - I�jj m .,48' 60.0 80.0, 75.0 73.0 =80:0, 126.0 •,.4a" 53-1/43' - '75.0 .75.0 80.0 � 107.4 53-1/8• 86.Q• 1200 18-1/8' ',60.0 80.0 75.0 70.0 90.0. 120.0 18-t/B' 26.1/2•, '.69.0 .eao 75.0 73A 80.0 '120.0 26-V2• - - UNE(MIAL LRES'(ORIEL'TYFyE): 3T 6D' �.o soo iso - 750 eoo 120.0 .. 3r eo• - 4Y (7) BOA BQD 75.0 75.0.-.. 60.0 120.0 42•.-' !(7) 1941/8•. 89.0: �' 75.0 . 75.0 80.0. ,-120.0 ' 48' '53-1' • _ -79.0' 75.0 MO .105.8:' 53=1 80.0 12"' A, 79.0 78.0 OD.O 120.0 14-1/8' 60.8 60A.. :75:0 � 790 80.0 120.0 28-1/2• 37. 03" 60.0 60.0, 75.0 75.0 80.0 MO_ 37' o3` tCy5 42 (7) 60.0 60.01 75.0.- 79.0. - 86.0 120:0" 42• (7). 48', - - 75.0 75A 80.0 120.0 48'. - - - O 0 53-1/8• - 75.0 75.0. EOA tv3,8 53-1/8• - W.b 1204.. 80.0 6oA 75.0 75.0' --60.0 120.0' 19-1/8' 28=1/2' 6ao 60.0' 75.o. 73.0 SD.O' 120.0 28-1/2- 75,0 79.0 60.0 -120.0; 37'. 7Y 42' (a) - 78.0 76.0 80:0 120. 42• (e) 48•. - - 90.0 120.0 48•' ., 53-1/8' - - '80A 100.6 5S•-1/a'- 89A '.120.0 _ .19-1/8• - 60.0 _' 60.0 79A_ 79.0__ 80.0 80A 8_O.o. 75.0' 79.0 BOA ' 12OA 2671/2 79A '75.0 BOA- 120.0 37' 74-1 J4• - ,Z - - - 42• (8) - - 75A 75A e0A 1200• 42' (8). 80.0. 120.0. 48' 53-1/B• - -♦ - 60A 100.4 53-1/8'. - 80.0 120.0 19-1/8' ,'80.0 60.0 7&9 '79.0' BDA 120.0. .. :28-1/2• W.o 60A . 75.0 76.0 80.0. 120.0•.°.L�-'7 '37•' 78'� 79.0 MO 8D.6 120.0. '78' - - -a:12' (8) 80.0 1201P (8)48• - - SOA 120.6 _,93-1/B• 100.4' 90.0 12.00 r ° .•v R••. •'• • • •• - .� o•$g fi • a .� ' - - •, •. •' • • • "• • • - amu a .•. • .. .. .. •. •• •4E•. ••- • • • gr JAYAD AH+ � -, 0.$x CK _• r - flAPE .1 70582.: n - s1 •$ .S - ' NOTE - .. PRODUQFlffiVli "3538 . GLASS CAPACITIES ON THIS SFIW ARE , �COtlA'W �•( • ' •� • ' ".BASED ON _ASTM.E1300 08 (3 SEC G�1STS) e NOQ:�Z' • „•. • Mo..,FLO -BUILDING OMMISSION Demo Z�• ..• ) ?Q15 dlavr(n9 no. DCCLARA STATEMENOCA05-DSC-219 •. •' W I I��$ Ito" sheet'3 of , / • To J �/� •••• • •.. • Ori• °•• .•• . . I TYPICAL ANCHORS. 1BY - SEE aw. • Y WGOD BUCK" . WOOD BUCK Fit SPACING METAL STRUCTURE ,WOOD "RUCiURE- 4.< `d< '� - I MIAMI-QADE COUNTY APPROVED 1 e •:a s DLST: e - EDGE DISE. _EDGE Q I + j SEmm&&M ANCHORS i t 0 J I I 41 zd WA 1-3 _ \ 1 I EDGE DIST. j \ p I O 8 ----- _ ------ 7 � 8 8 . . - TYPICAL ANCHORS TYPICAI.ANCHORS •iYPICAIANCHORS $a C SEE ELEV. SEE a".. _ SEE ELEV., 1n. - 27 FOR SPACING FOR SPACDIG - _ FOR SPACING a — W000.BUCKS AND METAL STRUCTURE NOT_BY V&V W!0 T PIC ' C SEE'ELEv.FGR SPACING , 4"DIA ULTRAG N BY 'ELIC' Fu-177 NSI. MUST SUSTAIN.LOADS IMPOSED BY;'GLAZING SYSTEM 1/ Q ( FY°t ) `AND TRANSFER•THEM TO THE BUILDING STRUCTURE. INTp'ZgY WOOD BUCKS OR WOOD STRUCTURES '• - 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMDS) THRU 1f3Y'BUCKS INTO CONC. OR MASONRY� - � - 1-1/4" MIN..EMBED INTO CONCRETE (HEAD/SILL) _ 1•-1/4'MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) DIRECTLY'INTO CONC. OR MASONRY Q � 1-1/4' INTO ,EMBED INTO CONCRETE (HEAD/SILL) Os 1-1/4 MIN.EMBED INTO CONIC. OR MASONRY (JAMBS), ` 21 INTO MIAMI DADS COUNTY APPROVED MULLIONS (MIN. THK. 1/8')' � I`> 28 I > INTO METAL STRUCTURES $fn ,m'��.. STEEL :'1/8" THK. MIN. (Fy = 36 KSI MIN.) 9�8 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ' '(STEED. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED). o s - o TYP1�l�D�TA� o .INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUQTURE. 1" MIN. . INTO)1ETAL STRUCTURE = 3/4"MIN: B WOOD AT.WAD.SILL OR JAMS.SG -0.65 MIN. �8 I CONCRETE AT HEW,SILL OR JAM63 f o - 30M,PSI-MIK, it 2p: C-00 HOLLOWIPIL EO NORMAL WEIGHT BLOCK AT JAMBS'pm;� 20�PSI ION. (� oto wt .Q WEEPiiOT m ,g s W1 .+ 3/16 X 3/4"WEEP,SLOT AT 1-3/8" FROM EACH END , lay wobom - -- PrzoTwcl'Revfsw '�'-•—��`" � Y , •AL! FilAMG A� N r�ORNERS, INSTALLAnON SCREWS AT SILL 'gpNNEcnoNs SEALED WITH Pn SILICONE: .T1A PE'B 70892 b. .. a d \a V •�F TYPICAL AWWi ..j • •• • ,. + a• i :.. `. TYPICAL ANCHORS- SEE ELEY.` • . ; ; . •' ti 201'' - . •MR SPACING - i • • .• • • i • s drowiag no. " • S sheet 4 of 7, , • •. • • 40 • 1 �� " ••% • • •� ••• . ITRN PART,_9 QUANTITY DESCRIPTION NATERULL NAND./SUPPLTER/RRMAT1n _ ' I V101 - 1 FRAME HEM 6083-T8 I 2 V102 1 FRAME SILL 8063-T6 - .. _ - 3 V1QY 2 - FRAMEJAMS - 6063-T6 - -- - -- _ -� 0 4 - Vio4 1/VENF frwo 6170.RAIL - 6063-T6. r , '.5 V105 1/VENT VENT TOP RAIL -6063-T6 - - - P' �+ .. 6 V108• 1/VENT YEW BOTTOM RAIL .6063-TS - g • _ 7 VI07 2/VENT VENT SIOE RAIL ... 6063-T8 8 YI OB AS NEW.- GLAZING BEM...._ 606_3-T8 • 9 V109 4 - SASH GIDE - IOA - AS REOD I .1X4 STD.MULLION. 6083-TB - (�IOB - AS READ.: 1X4 CUSTOM MULLION• 6063-TS12 SL203 2/VENT SWEEP LATCH - - SULLIVAN k ASS00. Q O13 08 X 1-I/4' AS REDO. FRAME/VENT ASSEMBLY SCREWS - PH SMS '14 @8X'1/2" ..-2 WHOM RAI.LOWER SCREW' - PH SMSis. 08 x 1/2` 2 -' MATCH 96TMIMM SCREW � - ON SMS,.� - T10,16 16 x 1- 4 SASH GUIDE INSTALLATION SCREW - OH SMS17 - 2/LRE SETTING BLOCKSEPDM DURCMETER 8035 SHOREA 18 914600- AS-READ. CAZN0 WAD BULB NEOPRENE ULTRAFAB,'DUAL WROMEfER,T-SLOT-bb,SULB-73 -- 18 9146OU AS REOD. BULB SEN. - NEOPRENE ULTRAFA9,-0UAL DUROMETER,T-SLOt-W,BULB-73 . 20 - AS REQD:' FRAME SILL W'$IRIPPINO ..NEOPRENE 21 'W2221220 AS READ. FIN.SEAI.W'STRIPPING WOOL H LYWAS . - .. 22. .2 SUPERBOOST BALANM - BALANCE SYSTEMS:INC. 2J�. -010%1"_ I/BALANCE BALANCE MOUNTING SCREWS: - FH SMS - 24- .. ' - .' 1/BALANCE BALANCE CONNECTING CL 25 8 X 1/2i 2/BALANCE CONNECTING CLIP SCREWS-a - -- OH SNS - - tX3 _ . .26: - AS"RF.OD.• 5/18'�X SCREEN - OPTIONAL 27. 2/-VIM., AS Rim,-'SASH STOP 3'IDNG) RIGH P✓0 - p oma• S' o > 1/4"WLX. ., - ..- "✓i' �vi3'x8�' . • S - VENT VADTH. , S}RMS - 'TYPICAL"ANCHOR* . . 18Y 1/4-SHIM..' SEE ELM FOR SPAIUl10- - O.L.OPG.(VENT) W000 BUCKS �• . .. TYPX;AL H95 21 .24 7' ,' 9 - 22 TYPICAL ANCHORS A . FOR SPAH2#ItS - SEE ELLV. . c. . FOR SPACOq STRUCTURE Ipt(4. o 4wao FIXTERIOR .. •'t. D:L OPG..(FIXED): - _ CIVIL d' .r .. Pj 9059 C.A.N.3538 - o WINDOW WIDTH. - ISRD•• '•�•• • ,, Si. usewnplybayft TLBUM oYlollQa • "• i�1h4o1 • • -.• • • drawing rr0. WB lhadaat 1 Meet $of 7 • �—2.827�. - .147.•-�I �I' 73 ��"`� � • .937 .082 781 _ • 1Y - 3 1.812 I�`"� Z ••� .1.311 iJ FFAII a 2.436— ®• Gt4JNG BEAD �q _ r•1.312� .. Q O - O FRAME HEAD . .082 • .' / z.��q aQgQ 411, 2785. :2.374:.2.825MCO 1.812.-4CJ FRA�,E.IAMB. VFM TOP i•ORN�R - U FIXED kdltI G RAIL 2.9x9 EiiAME'TOP CORNER 1.875 .1.19 1.594. :882 -. 2.873 1.188 '.082 .082. .. - - a• 2083 • .937FT - - '$ r 2.82713 VENT TOP RAIL (} FaAME saa I. 948 e 313 A62... -..125 .. . .....• . . ;l: .: .. g 6 . ..987. 4.000 4.000' • •� ••. •: • ,� •FRAME;9OTfOM CORNER A a m o . VENT LIDTIOM ML YM BOTTOM CORN fg• •• •, '': :•. • r V.S.JAM AHYA)CML ,1 11478• - _ FU:PE 70582 - I—Ln _ PROt�Ucrr=2146'` r' ,Lu �' CAN. '.313 :. as oamp,yll '••. •. • *20 ;-.0821�1' ' dtowingno.60 1 X$ 1 X 4 py • •2. MULLION'• C�fSTO7A MUMIdJ• - 'W.��.-JB• " '� .-8083-r8: s .: , • ••• • �. .. :. MULUON LW CAPACITY-Par. " .. 2 OR 3 ANCHORS AT'EACH SIDE OF YUWON 2 ANCHOM -3 ANC90R8 UN-CLIPP9D MULL10kiS SEE CHART FCR CAPACITY, • AT EACH SID$OF MULL AT BMN LTJE OP MULL - - 1I4 �1I4 fI4 1I4 Z. 3 .vmm DIMS. M.MULL COMM MULL STM.MULL. CM6M mm _ � '' ETR.(+)-: .EXT.(+) EXT.(+) EM4+), WAIN(N)LENGTH(L) INT.(-) INT4-) UiL(-) OTT.(-) .. - •. - d I9-1/8•• 120.0 120.0 120.0 120.0.. �. S ii E :i � • 26-1/2" 120.0 120.0 120.0 1200 _ •r' •� -37° 120,0 120.0. 120.0 - 120.0. . '.50-5/8" 42'x' 12D.0 129.0` 120.0 120.0 48" 120)0 120.0' 120.0 120.0 53-1/a° 120.0- - ..120.0 20.0 120.0 ag'•T . 120.0 120.0..' 120.0 _ 120.0. g qP 28-1 120.0• -120.0 t20A -120.0 - 37• �. 120.0 120.0 120,0 _ 120.0 120.0 120.0'. _ 120.0 48•. 120.0 120.0 120.0 420.0 53-1/a' 120.0. '120,0; '120,0 120.0'. 19-1/8' 120.1) 1200 120,0 120.0 28-1/r 120.0 120.0 120. 120.0 - .37• �. MO 12057. �-120.0 � 120.0. 42 120:0 120.0 120.0 1200 _ . - _ _ TYPICAL L11rL>ryM1TION -1 _ ' STDG BY SIGH WINIMM ae 120.0 1200 12010 1200 SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS 53-1/8 116,7 L167 �'.,. 120,0 )20.0 - � , � .. ... .. � 19-1/8 12010 .,.120.0 120,0 = 120,0 .- -. T9IDTH W = W1 + W2.. -. 28-1/2` - 120.0 120.0' 120.0, 120.0 - ). z x 37" .. 1200 1200 lime,- 120,0` .- . . '4r 117.6 _117.6 120.0 120,0 -TYPICAL ANCHORS TYPICAL ANCHORS - - 48 110.8 1104- 120.0 120.0 FOR SPACJNO O ' FOR SPAQW �C� 'SM ELEY SEE ELEV. 57_1/8• 107.1 •'167.1 Izoo 42D.0 19-1/a" 120.0 - :._120,0. 120.0 - '120,0. s - _ = a S! 26-1/Y 1200 120.0 120.0` 12" v H.wt tf)0 _ SEWFSt� �SEM 100 - � _ SEj IE5 1W 3f S.H.WDO�V S.H:1 _1 ,Wmm S.H.WINDY S.H.WWDOW• -- _ - 37- 72, 104.8 104AT .120.0 -120,0 - )3 > r . 42" 964 88.8 . 120.0. 420,0 48' 90.0 80.0 120.0 120.0: 53-1/8° _ 85.9 85.8 117.9 120.0 , 19-1/8" 120. 120.0 120.0. ,120,0 26-1/2' 120.0 .12D.0. •120.0 120.0 - 37" 74-1/4" - to" IOD.5 120.0 1211,0 • 42"' 42.7 92.7' 120.0; 120.0. p ft . 48' 880. �''•880 118.8 120.0 • 53-1/8' 81,g 81.9. - 109.4 120.0 19-•t/8" .1200 1200:.. 120.0 120,0.- - 2837' 12MO 120.0 .120.0 120.0. - • g • EXIp210R EXIE(t10R, 7T 7B„ ' 9az 9dz 120.0 .120.0•' . 02' - 88.6 e6.6 1]11.2 1200. 'WINWW.WroTtt -"YT0IDOW Wa)TH iY6uoow WIDTHWINOOyV,WIOnT c '„ `48'.: ltOV BOA, 101.1 -120,0 1X4 STD. MULLION' •• •.0• 0-.-_�[4 I,jISTOM.MULLION' $8 53-•1/8° .759. 7gg 94.9 11s.B - A '. • • •. • : -- _�• >bt s - - _ TOTAL PIPE.2036YTIBS` _ J •• • •• - - a o Ix�3.2036 1tn4 .�•.'• •..iI�s i. rtt\ •. SX=. 1.6018IN\3 • • •, �a• 29ns� •� .JA AF01AD � 1 .n , a 3.1}L7.1=+A� - • PRODUCT(L$VISW *"Pot� 92 .1:USE CHART,ON•T"W-SHEET FOR SIDE BY SIDE CO)i IlON Ba061agI (( . ..CAPA40Y OF.MNDOW UUT WN. '' tlocgti•tce .•21 FOR SWCLE HUND WINDOW CAPACITY SEESHEETS 2&�3.'3. V ;FROM STEPS'I OR.2"W0.1.APPLY 10 - HY ,• Q. . drawing no.= IA sheet•7 of 7 41- till , i•i 0 71, ��• a • , M le4Mi•DADEDAD ODUC TV . 1 ECTiPN . .1 1803 SW 26 ,It066208 B :6 DEPARTMENT OF'REGU . Miami;Flotilla 33175-2474 BOARD AND CODE.ADMINISTRATION DIVISION � "sy �oT�(7$6)315=2590 . F(786)315-2%99 NOTICE ACCPTANC (1oTOA www.miamidedeeuviecnaomv •Labrador'&Ir undora Corp'dba V-&V Windows' 2355 W 0 Avenue Hialeah,FL 33010- 454 1 �.^.SPE; -" '.. •' ^ This NOA is being issued under ihe'applicable ruies.anil regulations'governing"the use gfconstruetion materials.Thi" " documentation submitted has been reviewed 6d accepted by Miami-Dade Courity"RtR-ProdSi&t control Section .to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction ; This NOA shall.not be valid'after the expiration date stated balow.11w Miami-Dade County]?roduet.Cizntrol Section Miami Dade County)and/or the AHJ(in areas.other than Miami-Dade County),reserve-the!right;to have tW g9rduct or f materialtesteii for' uaii assurance ores: If this r`oduct'br material fails to a orm'ite�th+�agce ted*ib,U f. thee• • q. tY pm'P A >S rf , p manufacturer will incur•.the expense of such testing d the'AIHU may immediately.revoke,:mcA or'sµsW4,tho use of .. 1.• :' . .... such product or material within their jurisdiction. RE&reserves the right to revoke,this accepjc,i�f it is:$et 0t$iined bj�' Miami-Dade County Product Control Section-that this.product or material'failstb meet the requ} encs of t� jtpplicabL building code. a '.... '...." ...... w This product is approved as described herein,and has been designed to comply,with the Florida.Building Cad e,.ipcluding -�� • 'the High Velocity Hurricane Zone., •• •w •••• .....•. DESCAIPTI;ON: Series"306" Outswing Glazed•tAtuminum Door wlwo Sidelite air door*7v1 'Xraasom T!.W .APPROVAL DO.CtJrAENT:' Drawing No_,WAL68, Rev F,:titled-,'Series Altiminurn put4wing f atraxee 13oorF sheets 1 through 12 of 12, dated: 02/24/16-and -fast revised ott'SER 03, 201 a.f i*si�ed&y AL Farogq t•• Corporation,signed and sealed by Iavad Ahmad,.P" ..E,bearing the Miami Dade County Product Control,RevNdn stamp with the Notice of Acceptance number and Expiration&te by the-Miami—,Dade County Pr6auot Control.Section. a ' MISSAX IMPACT RATING;Large.andSmall,IYllssile Impact .' $'• �, ` . . a» Limitations; 1. „'See Design Pressure(DP)ratingsinsheetg'3,4&5 for unit sizes CVs glass_type.Lower Design Press6refrom do6rs or mullion shall contiol,whed doors are inulled(whvo Reinforcements).• 2. Door w/teansom is limitedto max.-25-1/2"h Transom. 3. The maximum positive exteriof.DP shall. +66.30 PSP,where water infiltration tequirinientis needed. ` 4. Glass lite wider than 36"shall be supported with approved setting blocks or:clamps per FBC-requirements.' . S. The'framp are of alternate.sizemust riot exceed 960113.02 ft?;not panel#estedarea an nm Panel.height. LABELING;Each unit shall`bear a permanent label with the manufacturer's name or logo,city,'state and"series following statement:•"Miami-Dade County Product Control"Approved",noted herein. RRiNEWAL of this NOA shall be considered after a renewal application has been filed and there has bee`no change in the applicable building code negatively affecting the performance of this product. a . TERMINATION of this NOA will_occur,after the expiration"date orifthere'lias been a revi§ion or,chatlge in the A •,materials,use,and/or manufacture of the hroduct'or process:Misuse of this NOA•as an endorseT r ant of any product,for etien bf --sales,advert7sirtg rn'nrc�rotherarposes shall automaticaHq-terminate�hi ' this NOA shall be cause for termination and removal ofNOA:' • . ,_ ADVERTISEMENT; The NOA number preceded-by the words'Miami-Dade.County, Florida; and followed by,tlae expiration date'may be displayed in advertising literature. If any portion of the NOA is displayed,then" A shall be done,in its entirety. INSPECTION:A'cogy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for:inspecdon at the jab site at-the request of,the Building Offipial. This NOA repews&revises#12-6113.02 ronsists of this page I and evidence pages E-•1,as will as approval document mentidned above. The submitted documentation was reviewed by Ishaq I.Chanda;P.E. ; NOANo.1'S'610.05 . r tetar+I uNm f Expiration Date. September 01 4020 W ° , Approval Date September 10,2015. :Page 1. Labrador.&Fundora Corn dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED'. . A. DRAWINGS, 1. M-anufacturer's die drawings-and sections(Submitted under files below): ` 2.''.Drawing No.W10-08 Rev F,titled"Series Aluminum Out—Swing Entrance Door(L.M.I.)",sheets I through,12of 12,'date4 02%24/I Q and las't,revised oil SEP:03,2015,'prepaied byAPFarooq Corporation,signed and seaied.;by ravad Ahmad,P.E. B. , TESTS(Submitted-under files#12-0113.01./#10-0406:44) , 1.; Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94' A a 2)Uniform Static Air Pressure Test,Loading per FBC TAS 20294. 3)Water Resistance Test,per FBC,TAS 20.2-94(+50.0 PSF;sill$-I only) 4)Large.Missile Impact Test per FBC.TAS 201-94 ••.. 5)Cyclic Wind Pressure Loading per.FBC,TAS 2094.'. ••• '•:.:•. 6)Forced.Entry Test,per FBC 2411 3.2.1, TAS 202 ••• along with marked-up drawings and installation diagram of an Alariminu p jVA;ig frena ti "`'" doors w%wo sidelite and door w/Transom&sidelites,prepared by Americai�.Test'Lab.(4$outh ••• Florida;Inc.,Test Report No.ATLSF--0403.02-08,dated.0 1/18/10,signed am$seale04• . •• William R.Mehner;P.E., Henry Hattem,P.E. and:Edmundo r.Largae* v.E. •.:..' .. .. ..:� :.t•••. C. CALCULATIONS :••••• • 1. Anchor verification calculations and'structural analysis,,complying°with F$C-2Q1 ( : ••�o• :Edition),prepared by'Al Farooq Corporation,dated 0/18/15 and last Ycvised'Qn AUG 13; ..„ 20 i5;-signed and sealed by Javad Ahmad,P.E. • t�' ° a : ' . . 2. °Glazing complies m/ASTMS-1300-02,04 and-09 D. QUALITY ASSURANCE . 1'.. Miami Dade Department of Regulatory and Economic Resources'(RER). " E. MATERIAL CERTIFICATIONS' 1.- Notice=of Aceeptance No.14-0,916.10 issaed to Kuraray America,lite.(former E.I. Dupont)for their•"Butacite@ PVRGlass Interlayee,expiring on 12/11/16 F. STATEMENTS_ 1. Statement letter.of conformance to FBC 2014(51'Edition)and letter-of no financial interest,prepared by Al Farooq Corporation,dated 02/11/15,signed and sealed by Javad Ahmad,P.E. 2. Lab.compliance.and addendum letters,as part of the above referenced test reports.. 3. Asset purchase -agreement dated-'July 28, 20.Q9; signed by Mr.. David tabrador, and'Mr.,: Candido D.Vega.(Submi�ted,under previous NOA No. 10-0406.04) 4 -Florida Depar m6nt Of State;Div<of'Corporation, active listing,of Labrador &:Fvundoia :. Corporation,dated 05/07/19985. ' 5. .Florida Department of State, active.fictitious name listing:of V&.V V.Windows,;dated` 08/l3/15, OTHER 1. ,This NOA revises:&renews#12-011101,expired oil 09/01/15.- 2.- 9/01/15.'2.• Test proposals#07-3564 &test proposal dated 10/20/08 apps oved by BCCO. Ishaq L^ChRnda,P.-a Product Co`btroI Examiner NOA No 15-0310.05 Expiratign'Date:September 01,2020 Approval Date: Septeihber 10,1615 , 0 ' - - PRODUCE REEVVIM 1=o32•or s L o a " THESE DOORS ARE RATED FOR LARGE&"SMALL MIS50.E IMPACT. SHUTTERS ARE NOT REQUIRED, ALUMINUM OUTSWINO ENTRANCE D00�; p ' SINGLE(x)AND.DOUBLE (xx) LEAF OOORs W/o TRANSOM SEE sHE1 T 2. SINGLE (0/x)ANO DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS,SEE SiiEET 3 tris SINGLE (0) SIOEUTE SEE SHEET 4. 5 ' n SINGLE AND.DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET>b.. o Y LOWER VALUES MOM DOOR'CAPACITY CAHRT. SIDELITE CAPACITY CHART OR SIDELITE MULLION-CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. B I 1/8"HEAT SIREN-0 GLASS � •, 3/98'HEAT STREWO VLASS. - - - DOORS APPROVEY FOR INSTALLATKMIS WHERE WATER INFILTRATION � .9vNx 090'Intertgrer - OTLO'Interlayer. -- RESISTANCE IS REQUIRED.. Butecite PVB,. .. Butoeite PVB . -By'Kurwoy Americo;Inc." By'Kurwoy-Amedco.Inc.' . THIS PRODUCT HAS.BEEN DESIGNED AND TESTED TO COMPLY WITH THE _ - - REQUIREMENTS OF_THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY st Vg';HATL S1REND CLASS 3/18-HEAT STRIXO GLASS HURRICANE ZONE(HVHZ). G - _ - 113Y OR 28Y WOOD SOCKS-BY OTHERS. MUST HE,ANCHORED PROPERLY . - SILICONE SILICONE TO TRANSFER LOADS TO THE STRUCTURE -. DOW 995� OOW 985 'ACURA 895= PECORA 885 �" ANCHORS SHALL BE AS LISTED.,SPACED AS SHOWN ON DETAILS.ANCHORS.. "•m18 AT t/4 P011.1fS ON LITES EMBEDMENT TO BASE tdATLRipl.°SHALL DE'BEYONO.WALI DRESSING OR STUCCO. - �• m 20 \ '� 20 •NOT PART OF THIS APPROVAL . . :- °i N m '/, ,- / \ •" A.W OURPTT.ON.INOREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �n • IM�TO BE 40031 MP/�y NON ME7AL4.IC AND.NON—COMPRESSIBLE. . - �' (: • • MAI+WLS•IN�U4C 210T UMITEO TO STEEL/METAL.SCREWS. THAT s• OTIMLE•INT&CONTAST• TH 024M DISSIMILAR MATERIALS SHALL MEET THE .. 1' % ' / �S / - •: ••: ILCI L'M�1T8)oF•THr•FLo BUILo1Nc.CDOE. 21 • •.. • ..•• $ RA M.0 7MY GL.ASfi.TUR 'H" GLAZING UBTA[�• • • ••. -•' CAR X38�•• ••• .'• s • •. • ' 5/18'OyERAI.I LAK GLASS 7/16'OVEWa-1 LAW GLASS J - AT 3ID13LT'PE/TANSOM • •• • •. . ••• •. • • •. •• • • 5 zo�5 G .drawing no. ING"OPTIONS W • •., _ 10"=0$ m Sheet 1 of 12 r ••r i • • i ••• - a. 39 5/8"MAIL " 76"MAX. .'. FRAME WIDTFI ,' FRAME WWTH 5"MAX. �' S" IIf�AD p .HEAD/s91 A I�I- HEAD/SILL A SILL' _.CORNERS ` - CORNERS ' a Doo. .. .. HEAD&SILL ANCHORS 'a a AT SRL£ENDS \BQI.ILTSH (4)AT 3"O.C. C. 1i D .J� ❑ '. -7- • - ,J _.ad_ j LOCK aOPTIONS\ (O.PIWN#1 SHO* If SEE 'T 10 . n ./. _tm, Vol �SHHEEETT..f 11 \ ,BOLT - ' . - ACTNE ' - •ACTIVE' INACTIVE SURFACE APPLIED B z 'SURFACE APPLIED. •• _ R .. - PDO EVfSEQ MVM w'kY the FTwWtr• NTINS DDEECORAATIVE GRILL 28 3/a'AtAX. 1° $MUNTINS ORoft FOIECORATAT OWL 26 s/a•WDL 26 s/4"MAX. 10 $ � - Am�iCm NO o � .. -MAY BE IS£0 - "MAY DE USED _ � EMIn1A DWJ��' O.L OPO. D.L.OPO. - O.L.OPO. . J, N= 36 3/a•MAX, _ -.35.3/4'WiX, p �� ,• �� _ _ •� .. LEAF Will - . - � •'LFAF WIDTri 1Nl.aJ I Cei.1101 - 38$/8• .. 75 - . .. DOOR DPN%.W. - - DOOR OPNO.BADTH (X) (XX) r N !HIS-SHEET ARE DOORS LOAD I:,APACITY-PSP _ D(IORB LOAD CAPAC317-PSR - - - NOTE: $ Err' '.GLASS TYPE. GLASS TYPE, GLASS TYPE GIASS.VYPB BASED ON ASTM E1300-•09 (3 SEC. GUSTS) DOOR DIMS *' •A' B' DOOR DIMS. •A' a' AND FLORIDA BUILDINQ.COMMISSION u g l ., C% : J •, FRAME, 1tAF ter M'(+)' .INT.(-) EXT.(+j INr.(-Y �°E � `FR M "EIGHT Eki+) Int s •E +)• �f(�• • •'"' '••DECLARATORY STATEMENT DCA05�-OEC-219' o . VmL HEIGHT • • •r • °f f�6B • 37-5/B • -s a- .o .0 70.0. 60.0 - �7� a-s/-• Ev� O ,S . 0 o d o98' .93-3/- 96` ••• • . 39-5/8" .36-3 4" 68,3 7U. - 08,3. .'10 8 38-3/4 - BB.3 7S.0 6t3• •7S. • •' ••-_" - `'- ,_• EMn AW • .. ,.:. ' _. - " fLA.P£�/ mw,.DOM. - _ • ••• '- '•• • .. •• •, C/l.5559.. - 01,0. HEIGHT FRAME HEIGHT - 12'' • • • - • • • • s 8 5 D.L.O.WIDTH (X,DOORS).= FRAME WIDTH - 12.875 • • i • • • O.LO. WIDTH (XX RDORS q (FRAME WIDTH - 22:50 '2' • •_.; •• • • • • • e s zo1 :w l 0.=08' 8he6t of 12 39 5/8•MAX. - rf� I FRAME.vADTH • N _ _ FRAb&NADTH - •. 1118.- I 71 5/16MAX. O.L.OPG. D.L OPG. 12, z, 5'MAX: ALUM REWF._1 - 5'MAX. ' ALUM REINF. S 12 a HEAD/ILL F ..HFAU%SIiL F. • CORNERS - CORNERS . ' ANCHORS (2),ANCHORS .. llBB AT)TRANSOM ENDSAT TRANSOM d` ao SINGLE DOORS E14OS a o' - J AT 4-1/2.O.C. Y .. o J fI' •%/�j-� Qh 4I"I G: DOUBLE DOORS /, \ / .•••PPP\ MJ QQQ 1^ \ z� FLUSH "'T GLASS "A DIMS. C' D.L.L. HEIGHT.= TRANSOM HEIGHT- 4.825' /Ali wm / ii. E \• D.LO. WIDTH 4 FRAME WIDTH - 4.5675'it v `� .•LOCK O"O NQ It 12 N - .. - `^ SEE 10 - �oPnoN pp sNEEF• ya - N \qq • �d�t7yJy)yy .. N \_,.. .- ; 44 M� �0 f3 _ 4 \-_ AL----- LOCK OPTIONS - \ 11 - Y1 OR 82 - \ ��.. GPnoN 82 SHOWN) \R SEE SHEET 10 ' 11 II -� � � II II / FLl15H- ll „ \ PRODUC T REVISED, a: u \ _ \ a caidytag wm lkt ,9 S houRng Coda• _ $ - ACTIVE ACTIVE. .INACTIVE'- - AoaTgeege No�S. - SURFACE APPLIED- .. B v I m SURF/#APPLIED B / .. ` cog FALSE MUNTINS OR - CALSE MUNTMS OR DECORATIVE GRILL 26 3/4•MAIL $ OECORATTVE GRILL 28 3/4•MAX. 28 3/4"MAX m - 7 MAY BE USED. - MAY ITE,USED D.L.OPG. O.L.OPG. - Dl.OPG. O_ 36 3/4"MAX. SILL ANCHORS o - . ... LtAF..WIDTH LEAF%MTN AT STjtE NOTE: (4) ASS IIES EX m$ 1 38.5/8` 7y MAX BASED ON ASTM E1300-09 (3 SEC: GUSTS) DOOR OPNO.:W. DDDR OPHO..WMTH' AND FIORFDA BUILDING'COMMISSION vt •• 000 -• • i DECPLARATORY STATEMENT OCA95-DEC-219 o}j _. '-DOORS LOAD CAPACITY-PSF _ DOORS LOAD CAPACPPY 4.. •• • • :: •. u o 6 ' SMLE DOo1IS.T11M TRANSOM(0/X) DOUBLE DOOR$.1tITH TSANsom•(D/1fX)'.- •• -:O40 TYPE GIASR TYPH - � ' Cuss TYPE 'dAss TYPE. � .�'JAVCIVIL AD�A181AD • DOOR DIMS. .A. .B. - DOOR DIMS. .A. .B. . ; FtA: 70582 C.Att 38 FRAME LEAF EXT.(*) DR.(-) EXT.(+j' INT:{-) ' .FRAME LEAF.- FRAME LFitF' .FJfT.(+�: •NT.(-), iXf.(+) .(-) •• • . HEMIT HEIGHT- WIDTH WIDTN HEIGHT H60HT 120•" 93-3/ 70.0 WO 70.04-3/a• 3-3/a• 7e.0 •80.0 88:3 7fi.B 88.3 "75.6 78� 35-3/4' {.i ,5.g' . 0 3zoi• - d/owtnq rro; .p . _.. . :. _ ' , . , , _. _• _ .Y .Vµ9 0''-08. ' ' ! .. see di • .. .. . . ehee 3 lif 12 .-. SIDELiff-FiEW WIDIM o l 31 MAX. D1.�.o 0 0 ` 12.MAX •g I 5MAX. �,.' WAD - • .._ - _ - .�IL HEAD�SOI SILL CORNE(iSago - • „ �". • ' ' gra II. .n n ^ ,, SWI sf /JJ'- •N� .. - J _ �_ it. °t 41 SURFACEavFuW - g `S FALSE MIRiZ OR v M r SF9 DECORATWE WILL- . , MAY DE U ,toi. - .- FR000CrRBVMEO .. .. .- . aeo•palK•itY Ble FimYA _ FIYED IIT&.(0)IAAD CAPACITY-PaB hwdluBCaM, .. �D�eF G[gR TYFFB �..� . g F'D18D LIFE OOHS. £Xr.(*1 OiT.(-,) 2t _70.0 80.0 .. 28 �. . .- 80.0 700 BOA 700 80.0 •• ••• • NOTE: :. �� N .t zd• _ ' 7 0 7&8', - • • • • •. iVLASS CAPACITIES'6N THIS SHEET ARE g 29' �.. 70A 71;2 • ••' • • '• • • &SED ON ASTM E1300-09 (3 SEC. GUSTS) • •• • • • •'.••s •AND F40RIOA BUILDING COMMISSION . 32. t eat • ••i ••i • i i, ECCARATORY. STATEMENT DCA05-DEC-219 y )�C.A.N.Y536 2 - g 0-0 • • • • • g fJS P�0 -(�bELT1E1 • • •• •. • • a $ • • • • • • • • •: -� •• • •"• • • •..• •S no.. D.1.0. HE{GHY= SiDEIlT(s.HEIGHT 4.•25" drawing, CiraMa ailDm' D.LA:WIDTH ,_ SIDEUTE WIDTH.- 4.826•• StOEUTE F - • -. • �Q$201F. -• ,.. . • W 10-08 ose SIDBLTT13 MUUAON CAPACITY- PSF 144" 4 u SIDEUTES WTTH,SINGLE-OR DOUBLE LEAF DOORS WITHOUT TRANSOM .. - OVERALL FRAME WIDTH 1V NOMINAL LEAF FRAME SIDSUTS S1DIJ.ITB - 31 3/8• - - WXllrl WIDTH 19/D BFJNF. TT/ALUM RSINF. t2^ CLUSTER OF 12• �„ ppDD INCHES INCHES �. EX(.(+) NT.(-) EXT.(+) NT.(-) - AIf m/S •. D.L.OPG. O {� 24 7010 80.0 70.0 80.0 S� P 28. 70.0 80.0 70.0. 60.0 .. �JJ//////'' p 3 36-3 - 70. '. 80. 70.0 80.0 J C A -' � qj . 2 / Bb .. ^ 38' 8010 7010 60.0 ` .. :.40' 61.0 72.0 63.0 7210 - AAQr Q <c 24' 70.0- "80.0 - 7010 80.0 28 70.0 80.0 70.0 80.0 -. �TVVVV�y p m egOR 32 36-3/4 84 70.0 80.0 70.0, 80.0' ii 1 LT - hr ra.cql 38 ',70.0 ',8(Ib 70.0 80-10 40 6AG 72.0 6310 72.0,.' 24 _ 70.0 80.0 70.0 80.0 28 70.0 ' - 8010 -?70.0_ -Bob "p / li LOCK OP9101q -. 2. 36x3/4 80 70.0 - 80.0 70.0 BOB �1 00��tt$2 (O MI 022 S . 38 70.0 A • 70.0 .80.0 - �... 11 -il SEE SHEET 10 - _ 24 OA 75.6 - 7010 SOA x \o .LI II• ' 36-3J4 96 70.0. 71.2 70.0 80.0.. w m b ^I� d�✓ - �� N J o 32 67.4 - 67.¢.• 70A Bob 38• 84.1 64.1 -70.0 SD.o' /. Is it jUM IT it \ /•.`FLUSH STIFFENER II \ BOLT z Dei . ACTIVE INACTIVE. S- >v"1 (f >SURFACE APF'UEODE�RATNE GGRILL 31 3/8^NNX. 26.3/4"MAX. 28 3/4MAIC. -. a gNOMINAL SIDELITE WIDTHLEAF WIDTH MAY DE USED D.L.OPG. ; O.L,OPG.DDDR OF+NG.WU>TFI ALUM RENF. 5/DOORir .SIDLE TH D01)R WIDTH 36.3/4"MAX. USE AS-PER CURT .. E CHART.AT LEFT, LEAF WIDTH _. iRS►fWCf RkYFBED' c M ' '73•MAX,'000BLE(%X)ODOR 1-ty2• 73"MAX, - 1 1/2 'wwwWt4nF�+'DII18e FWrN� .. ... DOOR OPNG.'WIDTH MSR C.S. - . .. (OXXO)TESIFA ,ti>tFlrrWet lFalle No 10 FOR DOORS CAPACITIES.SEE SHEET 2. , FOR SIDELITE CAPACRItS SEE SHEET 4. J�drmw�lnjno,FDR SID AL E MULLION CAPACSI SEE CHART ABOVEMAX.•UNIT U'B KD 4 FRAME,AWA NJT Tjp EXV6EP 96 SQ. FT. PER FUC 2074'LOWER VALUES`FROM DOOR, SIDELITE OR MTUWON.CHART �ArILL APPLY`TO ENTIRE' SYSTEM:' • •' •• A4AD AHMADfLA,PES 70oA•. - ..NOTE ' •� d �•. .• • • •GLASS CAPACIT1E pN-�HI�88EEs'A�E•' • 1D'S 2015 BASED 111WASTM-�T300'-09•(3 SEC. GUSTS1' ,AND FLORIDA BUILDINO..COMMISSION -08DECLARATORY•STATEMENT DCA05-DEC-219.. ••• • • •' •'.••• • •` a TYPICAL ANCHORS � EDGE DIST._ 1BY SEE ELEVATIONS WOOD DUCK 9/18-MIN. - EDCE DIST. FOR SPACING :: 4. :` i- _ .. - (SEEASPSTRUCTURE) o THROW BOLT .. -.•.' •" e. wT'K4SI'.y'BN6 d..' E �n 3 PENETRATION ° •F3 ICS;CON. i;-- - - EDGE DIST. F t 1 fy W dito ® `�l- �,. t •TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 1 I• SEE ELLVATIONS SEE.ELEVATIONS. - _ SEE ELEVATIONS ROR SPACING FOR-SPACING FOR SPACING15 S WOOD BUCKS AND METAL STRUCTURE NOT BY V&V WINDOWS MUST SUSTAIN LOADS IMPOSED DY OLAZINO SYSTEM � MID°TRANSFER THEM TO THE BUILfNNG STRUCTURE. - - :.� `' ..• -^. \_ TYPICAL I0 SEE ELEV. FOR SPACING - ,�M)L`t�Yl vL '� ,/4" DI LIRMM BY$ELCO1 (F-1n SO.Fy-1s5 KSq _ c� *1llN�_ INTO 2BY WOOD BUCKS OpWODD STRUL'TUgp $: PENETRATION WTO WbOD HEAD JAMBS)' � O THRU 18Y BUCKS INTO CONC. OR MASONRY m m i A W. 1-•1/4° MIN. EMBED INTO CONCRETE (HEAD/SILL) –1/4"•MIN. EMBED INTO CONC:OR MASONRY-(JAMBS) 1RECTLY INTO CONC. OR MASONRY t f--1/2° MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4° MIN. EMBED INTO CONC. bR MASONRY(JAMBS) °rSi §14 SMS-OR SELF DRILLING SCFIEWS (GRADE 2 CRS) INTO MIAMI–DADE COUNTY APPROVED MULLIONS.(MIN,THK. = 1/8") PRODUGFREV"" INTO-METAL STRUCTURES to LVAtaying.aHklk Wetl/A' STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) – s ALUMINUM : 1/8°THK. MIN. (6083–T5 MIN:) E wu `o�Q (STEEL,IN CONTACT WITH.ALUMINUM TO BE PLATED OR PAINTED) Y S �• Cetwvl 7YPICAL E STANCE CRETE.AND MASONRY ='2-1 2 MW, �T i is INTO WOOD STRUCTURE 1° MIN.` PENEIRMTION - j 1 - • INTO METAL STRUCTURE = 3/4. IJN: - O m^N OB' � 1 .1 - • • •. . . . . . . .ABs (B'► L I p W004"AT HEAD OR JAMBS SG =.0 55 MM. • •• • CONCRETE AT'HEAD,SILL'OR JAMBI•f o-=•7i0D�P3f•MSIN• • •••.. •. . 1' • .D00R DETAADI.S C:�O H01-LOVTIF6LE0 BLOCK AT•JI�S.�ii 2l�D�PSN.Pi•;i '� •• a ,, SFA D "E1 g .FRAME,AND LEAF'CORNERS, INSTpUAT10N SCREWS AT SRL,AN ALL tRA PE A•iosos_ METAL PARTS CONNECTIONS SEJLI V(P OW PTI SHAMNE.• •♦ •cAN se es ♦ • 1 q� -"•o - TYPICAL ANCHORS . . e• -3�t6' X 3/4-WEEP SLOTS R'R 3"NFOM QACH.iND •••. • • a - drawing. no. [d/� fAGE DST.- - SEE-ELEVATIONS p f +OR-SPACING • • WaU CC+ • QP�RABLE.UNIT :. -• sheet a of 12 `l a '/7 . ., ._ .. .- •y• • •••� •. ••• '• �' - - ... - - 1/4•MAX. - 10Y WOOD BUCK SHIM © _ .O SHIM (SEE NOTE SHEET i) TYPICAL ANCHORS - - TYPICALA47CHORS SEE ELEV. - - SEE EHFf. FOR SPACING FOR SPACING r � 10 EXTERIOR d'.. .0 4 MEAL 17 17A - NF� ` STRUCTURE. '• 36 3/4"MAX. LEAF WIDTH - LOC'OPTHINS ei17«9E . - I OR2 'S/B._ - IOPTKIN 82 SHOWN) ... . SEE SHEET 10.FOR OESCRIPTWN .DOOR OI+NG - ' .��/��MAX. FRAME.WIDTH .1/4•MAX. CONCEALED FLUSH BOLTS . TYPICAL'ANCHORS � TL ONAL LOCK LEVERS AT DOM FACE OF STILE _ - •• •' DEAD '2BY WOOD 11CK - - SEE.ELEY.: .,. � � .. FOR.SPACENG _ .OR., 'r• ACTNE LEAF- INACTNE LEAF cs .4y Ie EXTERIOR' EX - TYPICAL ANCHORS r -. - SEE 17 D FOR SPApPACI 4} B'• NO . WIDTH .. LOOK OPTION .. - ..72•MAX. • . _ _ - m �S S .. DOOR OPNO;WIDTH $ +� . 78• - ' .. - FRAME WIDTH PRODUCfR£VffifA CONCENEO FLUSH BOLTS _ m . - -yC ,WV MavepVls{aYi IM P9orM� - . ... - 3 POW LOCK ASSEMBLY O STILE , •. TIS r ••i • i ••• A N• 0 oSS ACrtNE LEAF • i i i i • • • E pkaNaNrer o u o W a Aa AF,IWiO=d ted,, •' �. - E g PEA 70592 „ ) -- : • -• •• • / • '• i .• • drawing' no. `LOCK oanow;ti - •DOi�Nt DETAINS. SEP 3 MI-S - a aat 7 of 12 V 2. ;• a 4 • • TYPICAL ANCHORS SEE ELEVATKNJS ' .- EDGE DIST. TOR SPACM o . OFa , a� 0 THROW BOLT 10 -PENETRATION - ... p a•6 o12 e r ,/ H z Qon SH 77- U TVPrc,Ai SEE CM.ANCNDRs.• '��c FOR �,� :� yxouucrsevtsfc• � ��. .-.7 � ,raorlPhni•K4UxFTar1A5 ,. ��. _m ' EXTERIOR - �A. W MCA• Drh o .O TRANS u • • •' •, •' • •' •a • ( ' -. .. ... � ° • - - ' EMS J WTD AHIIM _ .1 � ^ • FU..PE d 70582. ;w .. • ••• ..•• • •• •C.A.N.3538 _ .. - n ,,, _.r�,r •. •�• •• • • • • • • r Browing,. n4- 1DOUR PITH• TRANa�OM`DETAILS • C>' 5''1.015' _ W70-08° ehee6 8 of Z �. sTYY�PPeICAL ANCHORS FOR ELEVATIONSN EDtIE DIST. 1/4'MAX. - 1/4'_MAX. 18Y WOOD BUCK "--smM" , (SEE NOTE.SHEET'1) ZO . .e3,'KSI:CONC.," . . TYPICAL ANCHORS TYPICAL ANCHORSSEE g - ELEV . - FOR FACING - FOR SPACING SEE O H � i7S7 EXTERIOR . IL D.C.OPO. ._.,..._. .. ' - STRUCIIIRE - _-. SfV-M FRAME MTN " SINGLE SIDELITE r�e.ylr�K wRa llu Ftdt+A � TS ALUMSTIFFENERC+10� �• 1/q• '.. /10 X 3/4"FH TEKS AS READ. . SHU4 H AT 10'FROM ENDS. L SEE SHEET S FOR CWAC1Y AND 24'D.C.MAX. O., ... g o •. Q YrPxAI ANQIORS SEE EL£V .. S a r ... 1 d FOR SPACIMC. _ 1r 1 vfz�,gyQam . m 1° 11 >; Roil UU s 1 EXTERIOR 040. - - 4 LEAF WIDTH go -- SMLITE --" DOOR OPNG: - . 38=5/8�MAI( SH9GLE. X)ODOR . '' 10 -.•• •••• - 73 MAIC.DOUtflE(X>�'DOOR c '-t h + o 3.. Yr.MAD AHM • \ - FLA.P70594 i • 9i ••r• •3!v - V CAN.038'• drawing- n0.OGE ..ETYPICAL ANCHORS- ''roR•sEnvl 4c D" DIRTAIL5 2015 10-08 STATION= UNIT SID�� .. sheet of ._z '. 1 . * .. a ITEM/7PAlRTITRRIQD.D., DFSCRIMYON MATBRGL MANP./SUPPLIER/REMARKSOOR FRAME HEAD/JNd6 8083-T8' V&V SELECTED EXTRUDER 2FRAME S1LL 8083 TB V&Y SELECTED EXTRUDER SILL COVED. 8083-TB V&.V SELECTED.EXTRUDER Z 4EQD. SIDELITE STILE. - 6063-T6 V&V SELECTED EXTRUDERS VEAF TOP AND BOTTOM RAIL 6063-TS V&V SELECTED EXTRUDERVEAF HINGE STILE 6063-T8: V&V SELECTED EXTRUDER 0 i u 7 11507. 1/LEAF UTGTC AND ASTRAGAL STILE 8083-T8 V'&V SELECTED FXTNUUFIt ' 11513 -AS REDD. INACTIVE ASTRAGAL STILE 8063>T8= V&,V SELECTED EXTRUDER 9 11508 2/LEAF SWEEP ADAPTER - 6083-T6 V&'.V SELECTED EXTRUDER 0 s) 10 V509 AS REQD. SIDELOE ADAPTER - 6083-TB V&V SELECTED EXTRUDER 11 V511 11511 AS READ. GLA2INC BEAD - 5/16°GLASS 6083-T8 V&-V SELECTED EXTRUDER IIIA V517 AS MOD. GLAZING DEAD 7/16'GLASS 6063-T6 V&V SELECTED EXTRUDER h Q 12 V512 "AS REDD. REINFORCING STIFFENER_ • 6063-18 V&V SELECTED EXTRUDER LEW 3/8"THREADED ROD'- _ STEEL - ---- 1�6 , •;15- V514 2/LEAF FLUSH SOLTSUPPORT MOLE - &183-1[5 1-1/2'X 1-1/2'X 3/18• - ' 3/LEAF BALI.BEARING HINGE ASSEMBLY - .. . 17A - 3/LEAF, 3 PIECE HINGE,ASSEMBLY 18 --. AS REDO. SETM40 BLOCKS - EYOM OUROMETER 80±5 SHORE A 19 -_ AS READ. FIN SEAL PILE WEATHERSTRD7ING 20 V516 AS REDD. BULB WEATHER5TRO4qNG - SANTOPRENE DUROMEIER 60±5 ` - 21 /B X 1/2' AS REDO. GLAZINo ADAPTER SCREWS ST.STEEL PTT TEKS,AT 2'FROM ENDS&6'O.C.MAX_ � - 22 810 X-2' AS RE'00, FRAME ASSEMBLY SCREWS ST.STEEL, PH SMS o -- 23 _ _ AS READ. SIDE LTTE ADAPTER'SCREWS - ST.STEEL - - C) 24 /e-32%1/2' 2/ANGLE SUPPORT AMU SCREWS ST.STEEL-If"MS � � LL� AS'REQD. BUMPER.SPACER SRICONE SEALANTS: z pS o OPTION il:- • Om"oz. ALL JOWS AND.ftME CONNECTIONS SEAI`ED WITH I&r;a� _ ACTIVE LEAP: LEAF: PTI SILICONE..; 41> m '3 POINT LOOK ASSEMBLY BY'SULLIVAN AND ASSOC.' CONVENTIONAL DOOR,LOCKSET WITH HANDLE BY HINGES: 7/16"X 3"THROW BOLTS AT TOP AND BOTTOM 'SULLIVAN AND'ASSOC:LOCATED A(39'FROM _. ENGAGING FRAME AT:HEAD AND SILL BOTTOM, �$ THROW_ BOLTS ATLACHM-70 LOCK BY CONNECTING RODS KEY OPERATES ON EXTERIOR AND THUMB TlRB•!'OH LOCK LOCATED AT 52-3/4"FROM BOTTOM INTERIOK iHROW SOLT,LOCK BY'SULLIVAN AND ASSOC.' 4-3/4'BALL BEMNO HINGES,3`PER LEAF LOCK HAHDLE.�AT 49-1/2'FROM BOTTOM- LOCATED AT 46'FROM BOTTOM BOTTOM HW&AT 8-3/8"FROM BOTTOM RAIL TOP HINGEAT 11"FROM TOP RAS. _ VROpwr11EVI8E0 WACTNE LEAF INACTIVE-LEAF. CENTER HINGE AT MIDSPAN r tampt"ni0 Ow 4Tor14 CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC. HINGES•FASTEMEO WITH®12-24 X 1/Y FH.MS M1dhyCoG , AtapUre Net O 16.0s 1/2"% 2"THROW SULTS ENOAOIPIG FRAME AT 1/2'X 2'THROW 13o1:TS ENGAGING FRAME AT - OPTION 12: 6yInWf).k • MANUALLY OPERATED LEVERS MOUNTED ON MANUALLY OPERATED LEVERS MOUNTED ON 7-13j16'THREE.PIECE HINGES 3 PER LEAFMHEAD AND SILL HEAD AND SILL Lam.+.. 'INSIDE FACE OF.LEAF STILE LOCATED AT - INSIDE FACE OF LEAF SHLE LOCATED AT BOTTOM HINGE AT 8-3/8'FROM BOTTOM RAIL 11�/YtpldF Ca9hu1 c g ` 10-3/4'.FROM,TOP AND BOTTOM 10•-3/4'FROM TOP.AND BOTTOM,, TOP HINGE ATI1'FROM TOP RAR. - CENTER HTNQE Al'MIDSPAN $ g - FffiAGES FASTENED WITH 1 -24,X 1'2:F11 MS / 1 / \ % / \ • •• • • • • ••• • . / •ii` 1 %. 1 ji j �• - _ _ .1,agr:JAYAO AHYAD. - ! •TQ FM PE 0 70592 1 r 1 • s ••• •" • •., • • • drawing no. ^ !, _ • NOTEi LOCKS MUST'BE`E{`%,AGED'DURING' .. .. .. W1:O-08 g. _PERIODS OR"HURWCA�WARNING. '' -. •. - - _. .. `•.. Sheet 10 Ot 12 '. •.••, • • • s• • A78 ,w. �,094 �-o 2•� .o - Z. a — I � s 626 L o �gg$p ,.500 2.125 1.750 ° - � - — - - o o . 078. 4-3/4' o ... 4.000 ¢ MMM--• 2.018. _ ... R. ' '. �. �.. t FRAME. HEAD/JAMB s HINGE STILE o �L 1.750 - 5.313 : #12-24 X 1/2'MUS 8,10 Q - _ CRS TYK 23..070 p g TTP. CRS{14 X I,PE 23.2"FlI H$ = - szs' t —1 1•>" -3 PIECE HINGE ' BALL.BEARING HINGE aoop 3,500 4.688 _ a 078- -- - . ZYPr = a.aoo 9 INACTIVE ASTRAGAL STILE v ..628 - - - - L' '. 4.000 Upp 5 TOP & BOTTOM RAIL �� z S ro 626 - - ?m • ,.'yi00. 1.750 ,078'. 1.984 al> -.080 .1.210 2 .094 >3c ' 388 1.1108-d - TYP 7 LOCK/ASTRAGAL STILE a SWEEP ADAPTER 2 3.5s2 3.782 hg PRomcra .. 1.134 - piylaj Ohl.the". t, A .. Iwrl�Codi 2,%1' . AiuuptnocelVel Or !e��g 082- • .485 .. E,p4rtbi Dow v S g 4:176 12 STIFFENER 8 k� LWo 2 6��3 1.164 U78 .560 - ' M h. .• TVP: •• .•�• • • • -•• • ••..c - - c0 r_ „�,• .. 3 SiIL COVER - , .719, •� • •• •• • •' .• • • ��u e�4 . • . . 2.183 - - xb T.575 �1. .• ..846' - .• ' • • • ,� ! • w ! 3 _ _ - .. 4. SIDEQTE-STILE 501 GLAZING BEAD .7/16' GLASS ` .¢�.:'. •.oas 1:860,:. ta33.. 498 . A 72 •'� �: .. . �' � -•��- ••.. • ,..•• � J 478j ...082 •4ta. .709 •'.rWO -• - • • •�� -• • ! •• •• •. , TYR • • •- 1 drowing rw: 4.11x1 ! N 0 201! W10-08: 2., 'FRAME io SIDELITE'ADAPTER- GLAZING BEAD 5/16" GLASS - - sheet 1 0(12 J U6 ty - •. .. .. ; FRAME.rO�nRNER , SIDELITE SLtP ON'.IAMB CORNER' ,, LEAF TOP',CORNER U vgouucrPAV TRANSdM CORNER.:' b .�Co�dp. � 5 AWW....NbW- 1oaS r � g9R 04 00, 13 - •• • • • • • .• .• •.,i. .. ••• i• •. • • •• • .. •', : /:AI X592 '. -ADO ° .. _ _. a •• • • drawing" no. FRAME BOTTOM CORNER sliest t art 2 ��(Q d ••r.• • 000 • 07 • p r � "�,`��§�1'R ' . .CUi�tTROI•'S�+G!•CON .• bEPARTbtENT OF REGULATORY AND E•COY014II£.R�SJOI 1R ES{ � � �y� 1 t$DS S�v 26�ireet,Room 208 BOARD ANID CODE ADINUNISTRATTOTT-b TI�SIOI�T "T(796)31'5-2594• �{78f;)3IS�2599 :•; NOTICE OF ACCEPTANCE,043};} •� •mwmiil ode NOTICE. Labrador&Fundora.Corporafion dba V fic" WifidoWi a 2355 W.4th Ave Hialeah;TL 30101454 a x SCOPE: Cp This NOA is being issued"under't a applica, lei-rules.'and regulatrons governing the_ use of-conWhctiom materials. The docker ieritation submitted has.been revicived'arid accepted-by;lvliamt;0ade•;Caunty°RER Product Control Section`•to be.used;in Mianii',Dade Comity and:other'areas where allowed Wfhe Autliolr ty Having Jurisdiction (AW);. This NOA shall not be valid after the espirattou date stated beloav Thea Miami Dade Coirnty,Produot'Contro-1 Section(In Miami Dade County)and'/or the.AHJ•(in areas other than lVlia:nr 1�ade.Cqunty} 'reserve t�iEght, to.have this product' material-tested"for qualify assu`rance`pi:tkoses"if this product or :riaterial°faila"to` perform in the accepCed mazi:ieza.the matiui'acturerwii incur the expense of such testing and the A>i3 aiay immeiliately`revoke;modify, or euspend-tlie use,of such prg4ctorriiatertal tivithia their,lurisdicti: R-ER-- reserves the.right to'rei%oke this acceptant e, if it is'"determined:ley 1Vlia:nt-Dade County Pioduct'Control., Section that this product or inIateriai fails to meet the requirements of the applichble building code: ..:: This product•is approved as described:herein;and has been,designed 'to goniply jvth"XorA*j9 A, ipg :...'� Code,including the High Velocity Hurricane Zone. • ` 1• DESCRITTION Series ac450"AlitmYninii Fixed,Window L.M.1w "•••• APPIZOVAL,DOCIJMENfi. Dratving No W� 23, titled ".Serres�F50 Alwitrinunphite�i Wd��{)ice I y',>yy•:•0 r sheets 1 lbrough b-of G, dated 0$/210/1.4,prepared by A1--Farooq Corparattoit,sig"do fid seale�h •�l�avad .;�.; ` Ahmad; P.E: bearing the Miami I3adE County Piocitict Control Sectian�i�pp�roval s r '�*itli tit]MC6;of O.L." Acceptaneenumber and:approvai date bythe 1k11aciu-Dad'e Cgtirity Product Control.S`ecti3n ••'• ••:.•. MISSILE IMPACT RATING:Targe and'Small Missile Impact Resistant 0''•, •14. . •4646.... 4600.:• I.,ABv,LING: Each unit shall beer a'.permanent label tivith the.manufacturer's v$mmey er logo�.c:ty, state,..-- , modellseries;and following stateineit: "141iami=Bade County Product Control Appraised°;unless-.vth*%Wse noted herein. RENEWAL-'of tbisNOA;shall_bee.considered after a renewal_applkation.6i been filed and,tliere'has,beeq% no change in the applicable build_irig code negativelyaffeatang-il a pe8664nce of this product ` R1VT)(NA TION of this•N,OA ivili occur after tiie eYliiratton date or:i€:there has beeri;a�revision.er change in the materials; use; and/pr rvanufacture of the-produdt'or lirgcess-iblususe of this NOA as ata-eridoxsentent of any product,.for sales, advertising or.i4y:other,purp6ses shall^automatically ter ixivate tris 1 {JA Failure to,comptywith cc on of this 1VOA shall because for.fermixiatiori and:rempval:of NOA ADVERTISEMENT: -The-.NOA. number'preceded by the words.Miami-Trade-:Cotinry;°plgrida;'and.° followed,by the oNpiration:date may be,displayed in Oyertising'literature 1f any portion of fife NOA s . displayed,theft it shall be done in its ents cty.. I1�tS3"ECTION::A copy:0f this entire NOA°shall lie,provided to.the user b}� the manuf&elurer or its distributors and shall be availal le'-for inspection:at the jRb site at the'request of the Aaitelmg bf -This NOA consists of this page l and-evidence gages Ts-1 and E'-2;as.svell as.appsvafi document}rtentioneYi abov-. : I'he submitted documentation was reviewed by ManuelPeiez.P.E. - 4646 - �.•----'k r`:� - ` ; . ' - - � ? ' NTOA No:14-09n91S.y M AMAD CO L•' ��.gg t6irdhon latei peec lies 4,2019, . i 4646} � L 4 _ ,t Approval bale:,DeeeniBer24,2014 Page 1. Labrador&Pandora dba"'V&VW iricows I�IOTICE:QF ACCEPTANCE: .. EVIDENCE SYJBNQTI~ED'.' ; A. DRAWINGS 1. Manufactures die drawings and sections.: 2. Drawing No W14=29,titled ``Series-450" Alurnintiii Fixed Wdw. (L Mj.:)f', sheets 1, r through 6,of 6,dated 08/20/14,prepared by Al-Faeooq Corporation, signed and sealed': by Javad Ahmad,P.E. B: TESTS 'fest reports Qn l)Air Infltratgon Test,per FBC,TAS 202=9�# 2)Uuifvrm Statid Air ,ressureTest„Loading per F$C TRS 202.94 3)Water Resistance Test,per FBC;TAS 202-94 along with-marked-up drawings;and installation diagram of mulled•alwx imam fixed - and:fixed easementwindows,prepared byHutricane Test�Laboxatory,Ihe,Test;'` ReportNo:HETI-14-5009,dated 04/23/14;signed•and sealed.:byRafdel'l :Droz= Seda•,P.& , 2. Test reports;arz: l)Large Missile]mpaet Test per•FBC,TAS 201'-94 2 C clic�JVznd Pressure Laadin x FBC:TAS 03- '. •••• •:• } Y g , along with marked-u}i.draivings,and utallation.ckagram of mulled aluid and"fixed casement windows,prepared by Hurx1. Test L6bofa0d03np.,Test• • Report No,HETI-14-5010,dated 44/23/14•,signed and sealed bya .�1 E..D `, : ':••••, Seda,RE 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •• 2) Uniform Static Air Pressure Test,'Loadingpet.F;$� A-S 2b'2'94 ••.•'�• 3. Water Resistance Test per FBS TAS 242=94 . ` ::. • Test, 4)Forced-Entry 'per FSC 24.11:3.2.1;andA £?2�g`i'''••• • along with rmark'd_6' d aw�ngs and.instgfsAon.diagram of muil�d altirizinurtt ape�alale :•• • case.went.windows,prepared by Hurricane Test.Laboratozy,Inc.,Test Report.Nd.• HETI-14-5011,dated 04/23/14,•signed:arid sealed,.by.Rafael,E Dr6z-Seda;P.E. 4. Test 'reports on 1)Large Missiie Iiripact Test pe FBC;TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS:203 94 along with marked-tip drawings.and installation diagram of niujled aluminixm opOpble casement Windows;prepared by-Ilurricarie Test Laboratory,Inc:,Test Report No: Report No, `i-14-5012,dated.04/23/14,signed,anil sealed by Rafael E.,Dv .Seda,P.E. M844feL PN °Product Cointro )rfte ✓' ATOA.1Yo:184ff9,16 Erpii ot[ayr Date Deceoibde 24,2M..` App rovaLDat IAecenitier24, -1 1. 77 ; Labrador•&Fundora Corporation dba V&V Windows NOTICE.(?F ACCEPTANCE: EVIDE1�iCE$UBl14iT 'ED . B TESTS(CONT HUED) _ 5. Test repoi is'ori r-1)Air Irifiltratioi Thi;-per SBC,TAS 242=94 2)Uniform Static Air Pressure Test,Loading-per.FBC TAS•202-� 3)Water Resistance•Test,°per FBC;TAS 202-94` 4)Forced Entry Test,per F$C 2411.3.2.1,and TAS 242-94' along with marked-up drawings and'installatian diagram of mulled aluminum operable casement and fixed easement�? indows,;prepared by jIurricane Test LaUoratory,Inc.; , Test Report iNo.MT144-5013,dated Q4/23114;signed aril sealed by Rafael'E:Droz- Sed%P.E." b 'I es#reports.iu�; 1) Large Missile Impact Test per'FBC,TAS 201-5l4 2) Cyclic Wind Pressure Loading per FBC,TAS 203 94 along , marked-iup drawings and installation diagram of mulled aluminum operable,. casement and fixed casement windows,prepared by,Hurricane Test Laboratory, Inc, Test Report No.HETI-14-5014,dated 04%23/14;signed'and sealed.by'Rafael E.:Droi Seda,P.E: ..:.:: 7. Test_reports on: 1)'Large MissileJmpact Test.per FBC,TAS.201.'94,% •�. • ?)Cyclic Wind Pressure Loading per FBC,TAS 2Q3 9`4 .. • •••a. •� ..., e,. along with marked-q drawings aitd instaaa'tiion Cdiagrani O£aA a1y 3 U�In`fixed,� ,^ •• -t• window,prepared by Hurricane Test Laboratory,14c.,Test Report Xa •:•.. HETI-14-5015,dated,04/23/14,signed and sealed-by Rafael E.lNei�,Seda. PZG,.' .«... 8. Test reports on: 1)Targe Missile Impact Test per FBC,TAS 201•;9.0•; �.••.. ..:r,' 2.)Cyclic Wmd Pressure Loading per FBC;TA5 203!94. •••• •••• • along with marked-up.dravvings and iiistallatioin diagram of an a�`uninxtri.opera131� .r`..:. casement window,prepared by.Hurrlcane Test Laboratory,Ine:,:Tes Repor�ldti►.•� ! HETI-14-5016,dated 04/23/14,signed and sealed by.Rafael E.by.z, eda,XZ , ;••••,• 9 lest reports on: 1)Large Missile impact Test j e PBC,TAS 201-.9 :. .. 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94_' along with marked-sup-drawings and installation diagram of mulled aluminum operable ' casement and fixedwindows,prepared by Huriicane Test Laboratory;fne:,:Test . Report No, HE,71-1.4-500,elated 04/23/14,signed..and seated by Rafael k.Droz- • � Seda,P.E. _ . . 10: Test reparts on: 1)Large Missile Irinpact Test per FB TAS 201-94 2)Cy6lic'Wind Pressure Loading per F$C,TAS 203 94 along with marked-up drawings and fi3staflation diagram'gf mulled aluminunl.operable casement.and fixed windows,.prepared by Hurricane.Test.Laboratory,Inc.,Test Repori No:HETI-14-501$,dated 06%11/14;signed and sealed.by Rafael.l .Drot • ' Seda,P.E. • P !fid , .j, • Product CoiAroli xa� NOA Nt�: W16 ExpiratianDate: Decegiber 2d,2'019 Approval Date: December 24,1014' , Labrador&Fundora Corporation dba V&.V Wiitdows- .. NOTICE OF ACCEPTANCE: EVIDFNCE.SUBMITTED ' B; TESTS tcorrrrxUbl 11. Test reports on: 1)Air Infiltration Tests per FB,C,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 Entr:yTest;per FBC.241.1,3.2.1•,add TAS 201 4• along with marked-up drawings aridansWIa'tion diagram of an ali?niinOm operable casement window,prepared by Hurricane•Test Laboratory,Inc TestReport.No. ; HETI-14-5019,dated 04/23/l4,-signed and sealed by Rafael E.Drgz--.Sella,;P. 12. Test reports on: 1)Large Missile Impact Test per FBc,TAS 201,-04. 2)Cyclic Wind Pressure Loading per FBC;TAS.203=94, along with marked-up drawings-and install-ation diagram of rAulled alumihurrr operable casement and fixed windows,prepared by Hurricane,Test Laboratory,Me.,Test Report No:HETI-I4-5052,dated 10/21114;signed arid_sealed.by Rafael,E:Droz Seda,P'.B. • Cs CALCULATIONS .... ... 1. Anchor verification calculations and structural analysis,complyint"wi R1 FB t�� • til , Edition(1014),dated 08/13/14,:prepared by Al-Farooq Corporations geed And!' •• • sealed by Javad Ahmad,P.E, ....• •.... :*see: 2. Glazing complies,with ASTM R1304-0g ... •.••:•� .,,,. AD D. QUALITY ASSURANCE .. .,... oossoo 1: Miami Dade De artrnent'af Re ulator. and Economic Resoure�s ' •.• ... .� ,. �. ,moi•„•_ .. ' y. E. MATERIAL.CERTIFICATIONS 1 • 1. .Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical.Cornpaity�'�QtA) ; for their"Saflex Clear and Color Glass Inteirlayers”dated 0619/14 expiring on 05%21/16: 2. Nafice'of AceeptanceNo: I1=Q624`02 issued.fo E,I.DuPoxlt'Del�iemaii�rs&`Co ,Tric.. :. for their"DuPont SeniryGlasO Interlayer"dated 08125/11,expiring on 01/14/17. F: STATEMENTS A _. 1. Statement letter of conformance; complying with FBC-Sig Edition (2014), and OfA0 financial interest,dated'August 13,2014,issued by Al-Farooq Corporation,signed And sealed by Javad Ahmad,,P.E. 2. Proposal-issued by the Product Control Section, .d'ated'August.27, 2013; signed by. Janne D. Gascon,P.E.,,Product Control.Supervisor: G. OTHERS _ . 1.. Norte.. . •.� Product Control Ex m)J11 NOA• a.19-09, Expiration Date December-24i2619' Approval hate..Decemb&24,•2014 L1 T'' _ ; : 47 3/9• r YANDaaH.WIDTH , - -- .. W000WWIDTH WINDOW W41TH .37 3/8" \ D.L.3/8" /I _3_9 3/4" D.L:OPG FARCE AP D. OF'C Y1 eZ -1 FALSE MUNIINS - i'• (SURFAfY.APPLIED) ------♦— � GS 1T, (SURFACE APPUFO)� I� D.I.OPG�� 61AY 8E'USEDg F 0o a MAY BE-USfu m - A ro ' A 'a v It l I Ir If — 11 II 11 1 II II �� IVA C I it i II - 11 1 tl U L -- I' .fid •� i!' �1' v3g1 $I� �� Vi � �M 13 cl 11 11 II it G I �' II 'll 1 11 Ii 'eW 1{14 l/214 1/2• - 14 1/2� 8 MAX tAAX. HEAD/SILL: HEAD/su .. HEAD /9ll •HFAD/S0.1 _ _ ... CORNERS co(sFIERs ' TYpICgL EL ]YpjCAL;ELEMAWNS b - L --^•� � 9a�ac� GLASS T1'PRfi 'G1L=, .01I%, 'GQL'- & 'a21' GLASS•TYP)� `GW 'G1I' MAXIMUM DESIGN LOAD RATING + 70.0 PSF' 10XIMUM DESIG RATING =+ 85.0 PSF 0OR SIZES SHUWN.ABOVE OR SpUtEk) - 75.0 PSF.. (FOR SIZE SNOTaa AB/NE OR SMALUIt) WIDTH-AND LQZOtTH'DIMfiNSIM CAN BE oRIENTEt) . - .. .. VERTMAMY OR HOgi20NfAlU'AS SOWN ABOVE. .. THESE WINDOWS ARE RATED FOR-LARGE&SMALL MISSq.E IMPACT. . , SHUTTERS-ARE NOT REQUITED. -- THIS PRODUCi.FtAs BEEN OESIONED TEiTfO TO CQMPL WITH .NOTE:. . ,5E jFS=400 tEQ01ReMtalrs-OF THE FLowDa BSILDING•CODs.tNCLu�NG.r + •• GLASS'CAPACMES ON THIS ,SHEEP ARE' ALUMINUM— FIXED IVIND01Y HurmcME ZONE(HVHZ).• •• •••. • . • • BASED ON ASTkj-d3M-09 (3.SEC. GUSTS)'_ g APPROVAL'-APPLIES.TO-SINGLE UNITS UR'SIpE"BY SIDE, -wow 811CtC3:BY OTHE85,:MUST BE JI TORE:P:DP�jRLJ-TO•�� • AND FtOR1DA BUILDING COMMISSION •• ••• •• •r w • DEC7 ARATORY STATEMENT DC/WS QEC-219 _ COMBINAtIONS OF FIX./FIX.OR FIXED WITH OTHER, LOADS TO THE STRUCTURE, •.� WINDOW TYPES IN'MODULES OF.TWO'OR,MORE WINDOWS USING ANCHORS:SHAH BE USTEO, SPACED-AS-SHOM1PH DETAILS,ANCHORS .. - ERR' MVn A-OADE.000N1Y APPROVED MULLIONS IN BEN/EEN. PMMBEDMEta-70 9�MATERIk SHALL.BE.BtYOND;WALL 4M.S%NG.OR'9T000O FUL PCi>' T1Oj»aaVgd m cats Afig'•ttt6lkd LOWER DESIGN Pt2ESSURE FROM WINDOWS.OR MULVON APPROVAL". 'ANgWRWG OR LOADING:CONORtOIIS yQT•SHOWN HESE OI fML3-ARE, 3339 2 Florl Arival.1 0,1 . t WILL.AF'PLY ENTIRE SYSTEM: NOT PART OF:TIBS APPROVAL • • j • •.0• • �p1e G 1 A LAAO.DURATION INCIEASE IS•ltSED -0E GN'W ANCL;INTO WOGD•OIIIY.+ AUnw19acaim I J ALL'SHIMS.TO QBE-MW,0041i 4IONLJWALLIC IR1O110Nt'C(WPR L'Ei • • .-. DX�Gr �44 �• - _ • MATERIALS*,LUDING-BUT NOT UMfTED TO.StEE AL•SCREWS.TfTAI•. S W� 4--29 COME INTO.l�1NTACT WITH OTHIIt DISSIMILAR MA SHAT l`Mt ET Cheat T•oT 8 REQUIREbffNIS OF iH@-FLOR{DA,BUtIDING CODE.,: 'L..• f., ..: •.: • . ..- � -- ...� ,�-; i , is ° .. ., i .... ' 3/18`HEAT STREN'D CLASS 4/10"HEAT-Sf1 WD GLASS. •- .. ��. . .090'INTERLAYER MOP INTERLAYER .0 - SENTRYGLAS BY'UUPONT' SEWRYOIASDY'OUPONT r -3/18'HEAT STREN'D.GLASS --3/16"HEAT.STREN'D CLASS ONE PECK 95 PECOORA 0895 1/4'ALR SPACE 3/1S'HEAT STREN'D GLASSP. - . . Z� � a to9 ^� to :� � I: a 0�>42� t l it 2 I GLASS TYPF 'G11: fi1ASS TYPE 'G11' v 8 _ S 7/18",OVERALL NOM. ' _ '..1`OVERALL:NOM.: 3/18'ANN. GLASS 3/18'ANN,.GLASS 6" .090'9RERIAYER 0901•INTERLAYER SAFLCL&AR dt COLOR GLASS ..SAFLCK CLEAR Si COLOR GLASS . 'DY' CHUUM 00:' Bf'EASTNAN'CAVM CD - z x. m 18 AN N.GLASS - 3/18"ANN.CLASSSUODNE u Sr PECORA.89.898 - •1'ECORAS��895 NE 1/4'AIR SPACE 1 >3.2 e1f 3%18AlJN.GLASSto :�. � gip. • - 1 .i 11 2 ,. .5 .-. GLASS TYPE 'QL'. - GLASS,TY E 7/18:" OVERALL NOM. 1" OVERALL NOM. m NTNG OPENS.. • ` 0 �•i s •• :• g. •Ftihr PE 2 roreds eGmpt On)Lttlihtha LF7- 4A6 1d. • a g2b1A••• • • • TYPICAL ANCHORS _ 2)1(WOOD BUCK..TYPICAL . 18Y' 5EE f1EV:CHORS- EV.' - OR a YVIy' . WOOD BUCK- .__ ' r SEE El l FOR SPACING WOOD b4 NRE.. FOR SPACING. ��.'-��----'--- -----� Ed. - MEUd. I I MIAMI— COUNTY APPROVED I - STRICTURE 11 MULUON&-MULUON ANCHORS Il, Ed I I SEE SL.PARATE NOAEd O+ d Ed •,., 4 _ - - 1YPICAL ANCHORS- "SEE ELEV. ORS R {�. .. FOR SPACING FOR SPACIMO - OHS II I MOOD BllC{CS AND METAL STRUCTURE NOT BY Y Bl V WDW. I TY�ICA�ANCHOI�S' SEE EI EV FOR SPACtNC. - MUST SUSTAIN LOADS IMPOSED"BY GLAZING SYSTEM " ' ' (Fu-1179 KSI.Fym155 KSI) AND TRANSFER-THEM TO THE.BUILDING STRUCTURE. INTO 26Y WOOD BUCKS OR.WOOD STRUCTURES 1-1/2" MIN.'PENETRkWM INTO`WOOD Li THRU 113Y BUCKS INTO CONC. OR MASONRY s 1-1�4" MIN..EMBED INTO CONCRETE.(HEAD/SILL) R O - i I'. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY'(ilAMBS) v.g Qo S DIRECTLY INTO GONG. OR MASONRY Y o , 1-1/4".MIN: EMBED INTO CONCRETE(HEAD/SILL). �I p 1-1/4" MIN. EMBED:IWTO CONC. OR MASONRY14 {JAbIBS) .z> g p1e SUS OR SELK DRILLING SSCREWS'(CRADE'2 CRB)'' INTO METAL STRUCTURES, in I STEEL, • 12 GA.MIN.(Fy.,a '36 K$1-MIN,) ALUMINUM 1/8"THK. MIN. (60OLTS MIN.) (STEEL IN OONTAC7 WITH-ALUMINUM TO DE PLATED OR PAWED) i #12 SMS OR SELE.WLLING SrRFWc (GRADE 2 CTS) INTO MIAMI-DADS COUNLY:APPROVEO MULLIONS (MIN.THK: (NO SHIM-SPACE). 4 .'(m&& EDGE-DISTAMCE u INTO'CONCRETE AND MASONRY - 2-1/2"-MIN: INTO WOOD STRUCTURE =. 1 MIN., t INTO METAL STRUCTURE - 3/4" MIN. ,gt • • s • • • • • WOOD AT HF71D;SILL OR JAMBS SG •0.69 MM. o ' • • "• • '• • • CONCRETE AT-HW,SILL OR JAMBS Pe e"3M PSI MIN • • C-90 HOLLOY(/FLLLEO'BLOCK AT JAMBS I'm•® 2000 PMMIN. , -- - .Error 17GYu.' ilDUra'ollCataroPtdngtrilttlfµi' 7p L i .,. n o' .:¢, �--i - � �C.A�N.7936� Aam IgidAa '. '8 •� aft; " NoJq '' > v.'. •...• • .• • -. ( Attaml n eV�rodac 601- TTArlctwRs. • • • • VEK• AUS; l8 2014 r ! x.: �i e". '' I ,FR.sPAc�ND v.'. ,.:w .L• ;w,cAC,N�},oRs .•i+ .. . - _ - !'W 1 4-- { SEE ELEV FOR';PAC G shes� t 3 of B' e _ J a - ', I I CpCQ� 3 1 oou w. 3 FRAME CORNER toy is a 'USA 1/4"VAX. 1/4- SHIM µSHQdS : .. gpM IYQiGL MI(xfORf: - SES EIEY. _ 1Yi'Mdt.yAPfCH6RS c". v,> PDR.SPACiNG . - FO SPAM - • METAL c o — _ _ .9. _ �w SIMXPJRE oil wee • 00 . 1YPKX+L-ANCHORS - - - •• -••s •• .i • •qs' ..` !'♦OR MAO - - .. 1 16YAPprmcAevc�ubPiptq#lttUblital 'Mi0(i0 BUCKS PtnrZ, Ile l .. • bMe' A.On • •• i i• iii • ••' f`. AlIA`m Qe Cealuc 1 tt: 'i i • • S . witV wlatlt .•• •.,. • • •.•.i�`��' • • '• drgwitig• no.. .... • '. I _L% W4 A X29 J 4 01-6 ••i • 00.00 • * _ •u • -• • - .. ITEM PART g QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARRS � . 1 V403 4/WOW. FRAME HEAD/SELL/JAMB 6063-T8 = ta .625 2 V405 61G-. 4/WOW. OLA2BW(LAM:GLASS). 6083-T5 2A V406 4/WDW. (LAZING BEAD(INSUL..LAM.GLASS) 6083-T5 .078 4 _V404 - AS REOD.. FRAME COVER 6063-T6 AS REM. SETTUIG BLOCK _ EPDM ULTRAFAB,WROMETER 7515 SHORE A 5A AS REQD. SETTING BLOCK EPDM ULTRAFAS,DUROMEIER 7515 SHORE A 6 PJ540-SS AS REQO.. CORNER KEY ST.STEEL SULLAM&ASSOC. 3.812 - 7 #10 K 1-1/4' AS READ. FRAME ASSEMBLY SCREWS LRS PH SMS p 4 2.194. 9 9146• AS REOD. GLAZING GASKET. VINYL CENTRAL.PLASTICS,OUROMETEIt 65±5 SHORE A .. .10 = AS REOD'.. GLASS SPACER SILICONE FRAw LOWE,9UROMETER 6515 SHORE A _ y . It AS REQ6. 1X3 TUBE NUMO14 6083-T6 IIA. - - -AS MOD. 1X4 TUBE MULLION. 6083-TS - SEALANTy� �. FIXED FRAME HEAD/SILL/"0 ALL JOINTS AND FRAME,CONNECTIONS SEALED,WITH. Q r1 F i 'PECORA 1216' SEAM SEALER. �ta66 - PARIMETER CAULKING -OYMONJC.FC,POLYURETHANE' ON EXTERIOR ONLY., ^ - �. .236 J . .062 p. { t�t FIWE'COVER EE g. rz e 689 1 15. 062 ..875 ,31>>°r SITY GLAZING BEAD'(LAM. GLASS) '1.21 OWING'BEAD (INSUL. LAM: GLASS)' j ;ono . . . -.. • .. . • .00 0 o r •• • ,. •. O .•..L •. . . . . '�. .126' • • -•t - -4 yr.JAVAD ABprorcd99ooP a o" M.PE f 7(1692.' UId UAte. HW 3GW '. `'• ••• ♦-• •* _ c.aH.3638 NV !��, pi vR " • • ..•' • •. ••: ••• At C@fOduN t 7f •'1{ •$ f • .. '0• •' i'".i 'i i r i ♦ 0 i /�� .6.201$" a t% drawing :ao •TUBE'MULLION. , S. TUBE MUWON •••.• % • obt i-.�: • •,. • • •.r r • • ° • • • ••r • A • • i *as 0 • ,'.11•• . ..... r• NU.WON LOAD CAPACITY.-PSP - 12 - _ -2 ANCHORS'RE00.AT - - /12 SMS,OR 'xOLWON TYPB RU66m TYPE 3• EACH-SIDE OF MULLION Elf DRILLING SCREWS - 1 WINDOW DINS. 't' h' _ - AT 14-1/2'O.C. WIDTH(W)(ENGIN(L) M.(+)I WT.(.-) ExL(+) 1•{^~�^~^- ^^-=-�+,P-- - ry 85.0_ _85.0_ 85.0 85.0 i SERIES 450 SERIES 490 28-1/2' E '85.0 85.0 85.0 f FIXED ! 11 FIXED WINDOW 37' 74-1/4' 85A &5.0 85.0 85.0 - 03-iJ8" 85.0. 85.0 85.0 85.0 t 85.0' -85.0 .19-1/8' 55.0 BS.O 85A. 86.0 � i .: � � • 28-1/2" _85^D 850, 85.0. 85A 37' 80' BS.O� 85.0- 85.0 85.0 (� . 53-t/8' sSA: 85.6 no 85.0 40'• 82:0 82.0 85:0. 85A. t971/8' - 85.0' 85.0 85.0 '85.0 "Wt 28-1/2' 85.0 85.0- .85.0 85.0_ - F+ - 31' 04' 85.0 85.0 ,65.0 55.0 li t� . 53-1/5' 74A 74.4 -8&0 116.0" - - ,ry'YPICAL ELEVA'IYONS 80' 89.2 .89.2 .85.0 . 85.0. . Ir - 85.0 85.0. HAD..' 65.0 SIDE DY SIDE WINDOWS WINDOW WIDIH _ WINDOW WIDTH SIDE BY.SIDE APPLIES TO TtWO OR•U04 SYINDO)YS 24• _.857D 89.6 85.0 85.0 - 30 85.0 55.0 55.0 85.0 1F1 +,w2 AID ON TYPE''I 39; - 55.0 85.0 85.0 85.0 �1I�TI1' _ 2 - TOTAL PRPER79RS v 78' - - - -ix - 4Y�. -85A 85A 49.0 - 85.0 - .. d8'. 85A &W 85.0 .55.0 Sx =2.319 tN\a 3 t 54' 85.0- 89:0 85.0.- 89A - �yISMS OR 80' 85.0 85.0 88.0 85.0AT ORfl/1rEaC SCREWS 18' 85A 05.0 85.0 85.0- - 1 A Lit 24' 0510 85A 85A' 85.0 - SERIES 450 SERIES 450' z d 30'- 65.0 85.0 BSA 85A FIXED WINDOW FIXED WINDOW j1 $ 36' 85A 85.0 85.0 85A 42' 84". .85:0.:_85.0 "85.0 'B9.0 .. .31>l it- 48' 78.7 79.7 89A 650. / - . - 1 $cu 5i' 73.8: 73.8.- ..85.0 85.0 - - - b" 89.2 89.2 45.0' 85.0. - .s,��y 1. USES CHART ON•THIS-SNEU FOR.-SIDE ff SIDE CONNECTION•, - - - CAPACiIY OF WR=W'AtULL)OH.. - 2. FOR.FIXED WINDOW-CAPACITY SEB SHEET.1i. . 3. LOWER"VALUES FROM STFPS 1 OR•�-Wu APPLY TO - "aTRe SYSIEN. I - . - WINDOY/WiOTH WINDOW.WIDTH . MULUONTYPE '2'2' "TOTAL PRPER77ES 4 0 - ' ••. ••• •- • •-• R �• Ix =:5.275 IN\4 • • • -s 'Hi, ! • •. !• - Sx =2.811 tN\s O • - • -• J • • • •. ,•. - - - �t�u ��peotMtnm�p(vt�BsallDtQi1 `'�t' �� 1 , RA703512tad D81dih�C W 8 • ••• 00' CAH.. ,Daftc. • t7. _33 1 , J•• 1 ( 11 • • • • "• 6. A(amylDa,d�c Pr • • • • "• i • �GU 2 2014 �� - �. �•r : • ��..•.•! ••• •.av • • •' • •••. '-• �' .i .. •' • 1