Loading...
RC-15-2407 (2) • Y?.F-CpT,Vr, I Miami Shores Village APR.05 2016 ' � 1 LL( � Building Department BYe 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tei:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762-4949 5 FBC 2014 ._. BUILDING Master Permit No. �C —9- i--QA®77 PERMIT APPLICATION Sub Permit No.-(2-0J I ❑BUILDING ❑ELECTRIC ❑ ROOFING REVISION ❑EXTENSION []RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10 '-I(, NE j Q 4An P(e- City: Miami Shores County: Miami Dade Zip: the Building Historically Designated:Yes NO Occupancy Type:�Cm�Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: 3C -IA?-1- Address: 102 1L& Nei M Ate_. City: State: FL. Zip: Tenant/Lessee Name: Phone#. Email: "Fbet_1 T` CONTRACTOR:Company Name: �9.� .roc-- , \�►. Phone#: (o-(aIF;-D'o Address: '�->'3OF; 06 5flj1c..n, \2.c'n5r e-- City: City: M.6-.• % State: . Zip: 2uo&?Z�j _ Qualifier Name: Phone#: State Certification or Registration#: CG?c-C,ib4-5 iqCertificate of Competency#: DESIGNER:Architect/Engineer. Phone#: ?jQE-��v�-$3��X•`�� Address: ` x,1,5 '�.s i\�� City: Marra, State: Zip: ` eNk Value of Work for this Permit:$ "' Square/Unear Footage of Work: Type of Work: ❑ Addition ©Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Pi c cam\ Ek (9i1 Specify color of color thru die.- Submittal ie.Submittal Fee$ Permit Fee$�S CCF$ CO/CC$ Scanning Fee$�? a Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ 1 Bond$ TOTAL FEE NOW DUE$ T (Re0sed02/24/2014) V % 4 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$2SW,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whoseproper"subfect-tavauchment:- o,,a-certfled copy of Lire recorded'ratk ofcommencenxmr rusty pdsted-dt thelob3iCe_ for the first inspection which occurs seven (7) days after the building permit is Issu In a absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. Signature Signature k/ OWNER or AGENT ONTRACTOR The foregoing instrument was acknowledged before me this The foregoing in ment was acknowledged before me this _day of �� .20 1(Q ,by _�day of ,20 163 •by who' rsonai eti to ,who Ily know me or who has produced as me or w o has produced as Identification and who did take an oath. identification and who did take an oath. NOT UBLIC: NOTARY PUBLIC Si Sign: Print: :•. •a My commis'810N g FFIWM Seal: '= W OOMMMSM g FF19206G EXPIRES March 25.2018 EXPIRES March 25,2018 �. .• �� Ax n { r.• eon ss**$*sass****ss*asses**ss*sss*ss ass ass *ss*ssssssss*s*s*s�ssss*s*****ass****ss***s*sass*sssas****sass** APPROVED BY Plans Examiner Zoning Structural Review Clerk (ReWsedoan4/2014) s CHO = FF LEVY FISCHMAN ARCHITECTURE + DESIGN •••• •••••• •••• •••••• March 25, 2016GIT • .... .... . . Levy Residence •••• •••• ••••• 10276 NE 12 Ave .. .. .. . ...... Miami Shores, FL 33138COPY .• . . . . ...... Revision to Master Permit#RC-9-154407 ...... The plans have been revised to show a new window in an existing opening. The existing horizontal sliding window will be replaced with a new casement window. Sheet A-1 was revised to show, locate and indicate the width of the new window in the existing opening in the plan. Sheet A-2 was revised to show and indicate the opening height and sill height of the new window in the existing opening in elevation. Sheet A-4 was added to show the window in the exterior elevation, with dimensions, and a key plan to indicate the location of the window in the house. Sheet S-1 was added to show the wind pressure information for the window,with attached structural calculations. Please see NOA 15-0519.13 attached for PGT Winguard CA Series 740, out-swinging double- casement window, with height and zone marked. 3�2a j{(o � t ROCHELL ENGINEERING,INC. •••• • • 0000 •••••• •• • 0000 0 •0•••• •0•0 0•0000 • 0000•9 • 0 0 0000 0000 :Go**: 0000 0000 •0 0 0• 0000•• • • • ••• 0000• •00.00 • • • so • • 0000•• 00.0.0 • • • 00000• 00 0 Structural Calculations For: Levy Residence 10276 N.E. 12th Avenue Miami Shores, FL Alexander Rochell,P.E. FL Registration No. 60735 Cert. of Authorization No.27054 205 Santillane Avenue, Coral Gables, Florida 33134 Tel:305.649.4049 Fax:305.649.4149 f I t MecaWind Pro v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaentetpri:es.com 0•••00 0.000• • • Date 3/28/2016 Project No. • • ��•• 0 Company Name : Rochell Engineering, Inc. Designed By A. Rochell 000000 0000 000000 Address : 205 Santillane Avenue Description Levy Residence•••••• • • • City : Coral Gables Customer Name : 0000 00000000: State : Florida Proj Location : Miami Shores, SL 0 • • File Location: Y:\OO-Projects\VARIOUS\Raphael Levy Residence\Calculations\Wind`L%!Las.wnd 0000 •000• 0000••0 • ••• 00000 Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) ••0•• 0••• 0 000000 Basic wind Speed(V) = 175.00 mph 000000 0 • • Structural Category = II Exposure Category = • 4C • 0 Natural Frequency = N/A Flexible Structure = 0 No 0 :000:0 000000 Importance Factor = 1.00 Kd Directional Factor = o0.85* • 0 0 Damping Ratio (beta) = 0.01 0000 0 0000 :0060: Alpha = 9.50 Zg = 900.00 ft 0 • • At = 0.11 Bt = 1.00 •• 0 Am = 0.15 BM = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg h: Mean Roof Ht = 12.00 ft Type of Roof = FLAT RHt: Ridge Ht = 12.00 ft Eht: Eave Height = 12.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 73.00 ft Bldg width Across Ridge= 60.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft I= Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 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 Topographic 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 MFIFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 I+bWM Pressures for Wind Normal to 73 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 = 0.82 h: Height to top of Windward Wall = 12.00 ft 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 = 12.000 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = .00 Deg Any slope less than 9.46 Deg is treated as a 'Flat' roof per Table 27.6-2 Zone Load Casel Load Case2 psf psf r ---- ---------- ---------- 1 .00 .00 0000 2 .00 .00 • • • • 0000 0000•• 3 -36.05 .00 • • • • 0000 0*• 4 -32.18 .00 • • 5 -26.37 .00 •00000 0000 ••*•i• • Note: A value of 10' indicates that the zone/load case is not applicVls. • i•••*i Normal to Ridge - Base Reactions - Walls+Roof +GCpi •.•�•• •��.:• �••••• Description Press Area rx Fy Fz Ma IV*••* xZ • 0** ••••• • • • psP ft^2 Rip Rip Kip K-Pt Kit •• K-ft ••• •• •••••• ------------------------------------------------------------------------ii iii------ • Roof (0 to h/2) -36.05 438 .00 .00 15.79 426.3 • .O • .*0 • Roof (h/2 to h) -32.18 438 .00 .00 14.09 295.9 • .0 • 1!•*•i* 0.000• Roof (h to 2h) -26.37 876 .00 .00 23.10 277.2 • •09 •Q 0••*•i Roof (>2h) -26.37 2628 .00 .00 69.30 -831.6 •••.00 00000 • • Windward Wall 23.99 365 .00 8.76 .00 83.2 .0 .8 • • Windward Wall 23.99 365 .00 8.76 .00 39.4 .0 ,09* • Windward Wall 23.99 146 .00 3.50 .00 3.5 .0 .0 Leeward Wall -14.71 876 .00 12.88 .00 77.3 .0 .0 Side Wall -20.90 720 -15.05 .00 .00 .0 90.3 .0 Side Wall -20.90 720 15.05 .00 .00 .0 -90.3 .0 ------------------------------------------------------------------------------------- Total .00 7572 .00 33.90 122.28 371.2 .0 .0 Normal to Ridge - Base Reactions - Walls Only +GCpi Description Press Area Fx FY Fz Mx My Mz psf Pt42 Rip Rip Kip R-ft R-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 23.99 365 .00 8.76 .00 83.2 .0 .0 Windward Wall 23.99 365 .00 8.76 .00 39.4 .0 .0 Windward Wall 23.99 146 .00 3.50 .00 3.5 .0 .0 Leeward Wall -14.71 876 .00 12.88 .00 77.3 .0 .0 Side Wall -20.90 720 -15.05 .00 .00 .0 90.3 .0 Side Wall -20.90 720 15.05 .00 .00 .0 -90.3 .0 ------------------------------------------------------------------------------------- Total .00 3192 .00 33.90 .00 203.4 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area FX FY Fz Mx MY Mz psf ft^2 Kip Rip Rip K-ft R-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 23.99 365 .00 8.76 .00 83.2 .0 .0 Windward Wall 23.99 365 .00 8.76 .00 39.4 .0 .0 Windward Wall 23.99 146 .00 3.50 .00 3.5 .0 .0 Leeward Wall -14.71 876 .00 12.88 .00 77.3 .0 .0 Side Wall -20.90 720 -15.05 .00 .00 .0 90.3 .0 Side Wall -20.90 720 15.05 .00 .00 .0 -90.3 .0 ------------------------------------------------------------------------------------- Total .00 3192 .00 33.90 .00 203.4 .0 .0 Normal to Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx FY Fz Mx My Ms psf ft^2 Rip Kip Kip R-Pt R-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 23.99 365 .00 8.76 .00 83.2 .0 .0 Windward Wall 23.99 365 .00 8.76 .00 39.4 .0 .0 Windward Wall 23.99 146 .00 3.50 .00 3.5 .0 .0 Leeward Wall -14.71 876 .00 12.88 .00 77.3 .0 .0 Side Wall -20.90 720 -15.05 .00 .00 .0 90.3 .0 Side Wall -20.90 720 15.05 .00 .00 .0 -90.3 .0 ------------------------------------------------------------------------------------- Total .00 3192 .00 33.90 .00 203.4 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fx FY Fz Mx My MA psf ft^2 Rip Kip Kip R-ft R-ft K-ft ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- Total .00 0 .00 .00 .00 .0 .0 .0 Notes - Normal to Ridge 009• Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vert•ical• 0000•• 0000•• 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. :00• • 009.9• ••99 • � •9099• MtMMS Pressures for Wind Normal to 60 ft wall (Along Ridge) •••0•• 0 0 0 ••909• WALL PRESSURES PER TABLE 27.6-1 • • •00009 • • L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.22 ���0 •0�• •�•�• h: Height to top of Windward Wall = 12.00•, 0999 •• 000 90.00• ph: Net Pressure at top of wall (windward + leeward) = 37.6l.W%. .. 0 •00000 p0: Net Pressure at bottom of wall (windward + leeward) = 37.619p9s9i•9 • • • • • • • ps: Side wall pressure acting away from wall = .56 * ph = -21.12 0 0�•�0� 00.000 pl: Leeward wall pressure acting away from wall = .36 * ph = -13 40V • • 0 pwh: Windward wall press @ top acting toward wall = ph-pl = 24.22' • •99.99 pw0: Windward wall press @ bot acting toward wall = p0-pl = 24.22 psf 0 0*0:09 ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 12.000 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = .00 Deg Any slope less than 9.46 Deg is treated as a 'Flat' roof per Table 27.6-2 Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 .00 .00 2 .00 .00 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. Along Ridge - Base Reactions - Walis+Roof +GCpi Description Press Area FX FY FZ Ma My MZ psf ft^2 Rip Rip Kip K-ft R-ft R-ft ------------------------------------------------------------------------------------- Roof (0 to h/2) -36.05 360 .00 .00 12.98 .0 -434.7 .0 Roof (h/2 to h) -32.18 360 .00 .00 11.58 .0 -318.5 .0 Roof (h to 2h) -26.37 720 .00 .00 18.99 .0 -351.2 .0 Roof (>2h) -26.37 2940 .00 .00 77.53 .0 930.3 .0 Windward Wall 24.22 300 7.26 .00 .00 .0 -69.0 .0 Windward Wall 24.22 300 7.26 .00 .00 .0 -32.7 .0 Windward Wall 24.22 120 2.91 .00 .00 .0 -2.9 .0 Leeward Wall -13.40 720 9.65 .00 .00 .0 -57.9 .0 Side Wall -21.12 876 .00 18.51 .00 111.0 .0 .0 Side Wall -21.12 876 .00 -18.51 .00 -111.0 .0 .0 ------------------------------------------------------------------------------------- Total .00 7572 27.08 .00 121.07 .0 -336.6 .0 Along Ridge - Base Reactions - Walls Only +GCpi Description Press Area Fa Fy FZ Ms My MZ psf ft^2 Rip Rip Rip K-ft K-ft R-ft ------------------------------------------------------------------------------------- Windward Wall 24.22 300 7.26 .00 .00 .0 -69.0 .0 Windward Wall 24.22 300 7.26 .00 .00 .0 -32.7 .0 Windward Wall 24.22 120 2.91 .00 .00 .0 -2.9 .0 Leeward Wall -13.40 720 9.65 .00 .00 .0 -57.9 .0 Side Wall -21.12 876 .00 18.51 .00 111.0 .0 .0 Side Wall -21.12 876 .00 -18.51 .00 -111.0 .0 .0 ------------------------------------------------------------------------------------- Total .00 3192 27.08 .00 .00 .0 -162.5 .0 Along Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area Fa Fy FZ Ma My MZ psf ft^2 Rip Rip Kip R-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 24.22 300 7.26 .00 .00 .0 -69.0 .0 Windward Wall 24.22 300 7.26 .00 .00 .0 -32.7 .0 Windward Wall 24.22 120 2.91 .00 .00 .0 -2.9 .0 Leeward Wall -13.40 720 9.65 .00 .00 .0 -57.9 0,000 Side Wall -21.12 876 .00 18.51 .00 111.0 •0 'a • 0000•• Side Wall -21.12 876 .00 -18.51 .00 -111.0 • .90 0 .00000 • -------------------------------------------------------------------------"'•a'--'•'----- 0000 0 • Total .00 3192 27.08 .00 .00 .0 -W-0400 •Q0•o ••••:• • Along Ridge - Base Reactions - Walls Only -GCpi 0000• •• %000: 00.0 0000 • • • Description Press Area Fx FY Fz Ma • ••• Mz 9000 *000• psf ft^2 Kip Rip Kip K-ft R 0 0-ft 0• :•� •9 i••• ------------------------------------------------------------------------sr-rs-------•• • 006•9• Windward Wall 24.22 300 7.26 .00 .00 .0 ;�j9•.•0•• .0 • •• Windward Wall 24.22 300 7.26 .00 .00 .0 •32.•7 • .0 0 Windward Wall 24.22 120 2.91 .00 .00 .0 0-2.9 • :1•••:• 60060• Leeward Wall -13.40 720 9.65 .00 .00 .0 657.9• 0 0 Side Wall -21.12 876 .00 18.51 .00 111.0 • 00 • 0 0000•• Side Wall -21.12 876 .00 -18.51 .00 -111.0 ••.0 0 :40 • 0 -------------------------------------------------------------------------------------9• • Total .00 3192 27.08 .00 .00 .0 -162.5 .0 Along Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fx FY Fz Ms My Mz psf ft^2 Kip Kip Rip K-ft K-ft R-ft ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- Total .00 0 .00 .00 .00 .0 .0 .0 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 Mk My Mz Rip Rip Kip R-ft K-ft K-ft -------------------------------------------------------------------------------------- Normal to Ridge Walls+Roof +GCpi .0 33.9 122.3 371.2 .0 .0 Normal to Ridge Walls Only +GCpi .0 33.9 .0 203.4 .0 .0 Normal to Ridge Walls+Roof -GCpi .0 33.9 .0 203.4 .0 .0 Normal to Ridge Walls Only -GCpi .0 33.9 .0 203.4 .0 .0 Normal to Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Along Ridge Walls+Roof +GCpi 27.1 .0 121.1 .0 -336.6 .0 Along Ridge Walls Only +GCpi 27.1 .0 .0 .0 -162.5 .0 Along Ridge Walls+Roof -GCpi 27.1 .0 .0 .0 -162.5 .0 Along Ridge Walls Only -GCpi 27.1 .0 .0 .0 -162.5 .0 Along Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Notes Applying to MWFRS Reactions: Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (incl OR Top) = 4380.00 sq. ft Note (6) LC = Load Case (Some pressures can be zero, ref ASCE 7-10 Ch 27 Pt 2) Parapet MWFRS Presures: hp: Height to Top of Parapet = 13 ft php: Wall Pressure for L/B = 1 at hp (Fig 27.6-1) = 38.70 psf pp: Parapet total pressure (Leeward + windward) - 2.25*php = 87.08 psf 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" = = 4.80 ft Description Width Span Area Zone Max Min Max B Min P ft ft ft42 GCp GCp psf psf ----------------------------------------------------------------------- 10 sq. ft. 1.00 5.50 10.1 1 0.30 -1.00 16.28 -40.04 10 sq. ft. 1.00 5.50 10.1 2 0.30 -1.80 16.28 -67.12 10 sq. ft. 1.00 5.50 10.1 3 0.30 -2.79 16.28 -100.94 10 sq. ft. 1.00 5.50 10.1 4 0.90 -0.99 36.64 -39.69 10 sq. ft. 1.00 5.50 10.1 5 0.90 -1.26 36.64 -48.84 0000 20 sq. ft. 1.00 7.75 20.0 1 0.27 -0.97 15.27 -39.03 • 0 •0.00 •00000 • 20 sq. ft. 1.00 7.75 20.0 2 0.27 -1.59 15.27 -60.04 0 • • 20 sq. ft. 1.00 7.75 20.0 3 0.27 -2.29 15.27 -83.75 00 • •000 0• 20 s ft. 1.00 7.75 20.0 4 0.85 -0.94 35.03 -38.09 • q• •000•• 0000 ••••t• 20 sq. ft. 1.00 7.75 20.0 5 0.85 -1.16 35.03 -45.62 •••0t0 0 • • 50 sq. ft. 1.00 12.00 48.0 1 0.23 -0.93 13.98 -37.74 000000 50 sq. ft. 1.00 12.00 48.0 2 0.23 -1.32 13.98 -51.02 00000 000000 0 0 • 50 sq. ft. 1.00 12.00 48.0 3 0.23 -1.64 13.98 -61.84 0000 0000 00000 50 sq. ft. 1.00 12.00 48.0 4 0.79 -0.88 32.98 -36.04 00000• • •00 •00000 50 sq. ft. 1.00 12.00 48.0 5 0.79 -1.04 32.98 -41.53 • 0 • • • 100 sq. ft. 1.00 18.00 108.0 1 0.20 -0.90 12.90 -36.66 00 00 00 0 000000 100 sq. ft. 1.00 18.00 108.0 2 0.20 -1.10 12.90 -43.45 •00.0• 00 100 sq. ft. 1.00 18.00 108.0 3 0.20 -1.10 12.90 -43.45 • • • •• 100 sq. ft. 1.00 18.00 108.0 4 0.74 -0.83 31.08 -34.14 0 0 :000:0 000000 100 sq. ft. 1.00 18.00 108.0 5 0.74 -0.93 31.08 -37.73 • • 0 • • 200 sq. ft. 1.00 25.00 208.3 1 0.20 -0.90 12.90 -36.66 0.00 9 0000 :0000: 200 sq. ft. 1.00 25.00 208.3 2 0.20 -1.10 12.90 -43.45 0 0 0 200 sq. ft. 1.00 25.00 208.3 3 0.20 -1.10 12.90 -43.45 •• • 200 sq. ft. 1.00 25.00 208.3 4 0.69 -0.78 29.54 -32.60 200 sq. ft. 1.00 25.00 208.3 5 0.69 -0.84 29.54 -34.65 500 sq. ft. 1.00 40.00 533.3 1 0.20 -0.90 12.90 -36.66 500 sq. ft. 1.00 40.00 533.3 2 0.20 -1.10 12.90 -43.45 500 sq. ft. 1.00 40.00 533.3 3 0.20 -1.10 12.90 -43.45 500 sq. ft. 1.00 40.00 533.3 4 0.63 -0.72 27.49 -30.55 500 sq. ft. 1.00 40.00 533.3 5 0.63 -0.72 27.49 -30.55 Window A 3.33 2.00 6.7 4 0.90 -0.99 36.66 -39.71 Window A 3.33 2.00 6.7 5 0.90 -1.26 36.66 -48.88 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf Parapets Components & Cladding (Ch 30 Part 4, Para 30.7.1.2) Pressures taken from Table 30.7-2 at top of Parapet and multiplied by Exposure Adjustment Factor (EAF =1.000), Topographic Factor (Kzt = 1.00) and Reduction Factor (RF = 1.0). The effective area for the parapet is 10 sq ft [0.929 sq m] to be conservative, which makes the Reduction Factor 1. Case A - Apply Positive Wall Pressure to Front & Negative Roof Pressure to Back. pl: Positive Wall Pressure on Front of Parapet (Zone 4) = 35.81 psf pl: Positive Wall Pressure on Front of Parapet (Zone 5) = 35.81 psf p2: Negative Roof Pressure on Back of Parapet (Zone 2) = -82.27 psf p2: Negative Roof Pressure on Back of Parapet (Zone 3) = -112.14 psf Case B - Apply Positive Wall Pressure to Back & Negative Wall Pressure to the Front. p3: Positive Wall Pressure on Back of Parapet (Zone 4) = 35.81 psf p3: Positive Wall Pressure on Back of Parapet (Zone 5) = 35.81 psf p4: Negative Wall Pressure on Back of Parapet (Zone 4) = -35.81 psf p4: Negative Wall Pressure on Back of Parapet (Zone 5) = -65.68 psf 1 MIAMI-DADS MIAMI-DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy PGT Industries •••• . . .... ...... 1070 Technology Drive . . North Venice,FL 34275 ...... .... ...... COPE: ...... . • • This NOA is being issued under the applicable rules and regulations governin.W dtw use of oonstructiota materials. The documentation submitted has been reviewed and accepted by Miwd4iade Csvacety RER—:--. Product Control Section to be used in Miami Dade County and other areas wherd%%Wed by he;AJthoritr••• Having Jurisdiction(AHJ). • This NOA shall not be valid after the expiration date stated below. The Miaim%Vade County Product� •0:• Control Section(In Miami–Dade County)and/or the AHJ(in areas other than Mignu–Vade CQn preserve the right to have this product or material tested for quality assurance purposes.U Ois product",materipjh••• fails to perform in the accepted manner,the manufacturer will incur the expense of such testinf ast$U AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami–Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION:Series"CA-740"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets I through 10 of 10, dated 08108/12,with revision A dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami–Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami–Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayedin advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer. or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1218.09 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.13 APPROVED E COUtyn Expiration Date: April 11,2018 rl � Approval Date: July 16 2015 ` Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. .••••. (Submitted under previous NOA No. 12-1218.49) . . .... ...... 2. Drawing No.MD-CA740-LM,titled"Casement Window Detail&vim&AW13% sheets 1 through 10 of 10,dated 08/08/12,with revision A dato&§015/15,signed and sealed by Anthony Lynn Miller,P.E. .•••• 000000 • .... .... ..... B. TESTS •••••• ••• ••�••' I 1. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94..... .• 2)Uniform Static Air Pressure Test,Loadin6er FBC,TM V.2-94 ... •�• 3)Water Resistance Test,per FBC,TAS 202:14.'. 4)Large Missile Impact Test per FBC,TAS 26f-94 • • 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.Test Report No.FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5a' Edition(2014),dated 05/16/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PYB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. Manue rez,P.E. Product Cont of xaminer • NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014,1,'d3ted Mai 16,2015,issued by manufacturer,signed and sealed by Antheijy-ejnn Milipl.r.E. ' 2. Statement letter of no financial interest,dated May 16, 2015 iss wid by s&ufacturQ4..% signed and sealed by Anthony Lynn Miller,P.E. Go*:** . .... .... . . . G. OTHERS •••• •••• ••••• . . 1. Notice of Acceptance No. 12-1218.09,issued to PGT IndustrIeWtheir'S�rteS"CAI,,,,. 740"Outswing Aluminum Casement Window-L.M.I."apprre f•on 04/11/13 and expiring on 04/11/18. • • ...... i Manuel Le7-P.E. Product Contr iner NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 WIVIAMNAYEO 7IWLAMMMD _ GENERAL_NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK `"`I GLASS STACK CASEMENT-WINDOW DESIGN PRESSURE RATING _ O�ACTRA7IN0 SWT,=% 3l18'ANNEALED OR _ ,--.•_'090'80®BY KURARAY VARIES. RATED FOR LARGE 8SMALL 116'AWEAI.ED %'BY KURAIWY HE -STRENGTHENED --AMEPJGk=. 1}THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THEOR SEE SHEETS 84i MISSILE IMPACT RESISTANCE GLASS` lAMERIam'•INC. REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH / Goss •- HEA 4TRENANNEALTHIL VELOCITY HURRICANE ZONE(HVHZ). E LOR 39 "GLASS EXTERIOR 00-` I '•GGLAA�TRENG'MERED _.. 37'WIDTH 2}SHUTTERS ARE NOT.REQUIRED WHEN USED IN VNNO•SORNE DEBRIS 11118•(GLASS>BTE 11/16°GLASS BITE REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30•IN THE HVHZ,THE 28.478°MAX.O.C.IF WIDTH L4 OUTBOARD LITE(CAP)MUST TEMPERED. UNDER 33.476'(HEAD&SILL C� + C _..._.A 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIA&4mE 4•MAX -�►-B,SEE SHEET 2 3 1 3 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR __ ----- --/� EVALUATIONS WERE SOUTHERN PINE.ASTM C90 CONCRETE MASONRY UNITS \I AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. ` _. . .-._._._. -._---._._._.�. _ GLASS TYPE 1 GLASS TYPES 2&3 4)ALL WOOD BUCKS LESS THAN 1.112•THICK ARE TO�CONSIDERED iX 17-tf2' INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED MAX. 7A•tTOst 7!8'ROM DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 140THICK OR A A.SEE O.C. �� NON. GLASSSTACK Ins•LAMIFwTED GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY \ SHEET2 Lw6'LAMNnTEo T__l +- GtABSSTaGc TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION GLASS STACK IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. \ ,^.118'ANNEAI.EDGLAS4 _ r'HEAT-STRENGTHENED3hrOwgss (r MAX. 7118a '!ASO'1LurAarE�•vS 114°AMPACE 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING O.C. IWANNEALEDOR SYKURARASYY. sns'ALaiPnLED AwSG%yKURAPAY OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TEMt`MWGLASS EALED -•••'`AMEPoOA.tL�. TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 88. / \ THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL �S� �. JAMB IF EACH Exi USE ANCHOR 38 0 1 EXTERIOR �_-^ ss SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT ) W SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HEIGHT LS 11M8'GLASS SITE 11118"GLASS BITE INSTRUCTIONS. (DLO) I / -� 28.OR OVER - -� �37 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS i i 3 �� NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS•MUST BE SUFFICIENTLY ANCHORED I HEIGHT 31 60 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. j / O 32 at 2 EO I � 7)DESIGN PRESSURES: i GLASS TYPES 4&5 GLASS TYPES.B&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE. i Ti.NOX _- -- FRAME ANALYSIS AND GLASS PER ASTM E1300. GLASS STACK 7/t5-LAMINATED S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAU GLASS STACK CYCLE TEST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM E1300. 1 / t--,l - Aw�ALEDOR W �,1 — 'HEAT-STRENGTHENED GLASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE -- -..._. ._ .OSO•SdSYKURAPAY WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE _ _ 3116°TEMPERED -AMEmCA.INC. 33.113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS B GLASS 3116'ANNEALEDOR PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 4, __ �_ _ 14-112•MAX O.C.IF WIDTH IS 33 - STRENGTHENED ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 33.478"&OVER(HEAD&SILL) 0990 OR GLASS DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30•VISIBLE BUILDING CODE FOR CORROSION RESISTANCE. OPENING(DLO) 71 71 11/18,GLASS SITE 37 9)REFERENCES:TEST REPORTS FTL-70(6.3579.3M,3724,ELCO ULTRACON TYP:ELEVATION_OF _- - NOA:ELCOCRETEFLEXNC0;ANSVAF&PANDS FOR WOOD CONSTRUCTION AND CASEMENT WINDOW ADM ALUMINUM DESIGN MANUAL. 31 O 32 PRODUCT RLSVISED TABLE 1: m,mptyins with the FIWWS GLASS TYPES 8&9 BuilaingCoAe C A lettce lou J •OSl9•tB' 64886 Types 3(1e1 If � y77, Rewv Dr: Dote.• •• i • i ilution(lata �D)8 1 8118°Lem/(11 An-.OW PVB-116 n) S GENERAL NOTES.............-.. ;� -- • •• • • • • ••• • Bx Ftoduet -._......1 2 711W Lam[(3118 An-.090°SG-3/18 ArI) 8 ELEVATION..»..._........_.......»........._1 R�Nwer ri�tt •• Rego o AA� 3 7118°Lami(3/18 HS-.090'80-3116 HS) 7 GLAZING DETAILS_........_....._........1 rg105 -_ 6TH Eo1T{ON(1014?• 4 718'Lam(.IG(116'An-711W Ah-N8•An-.090'PVB-116`An) 5 INSTALLATION-.«.........«....._._......2 =zY: NO' LM 5115/15 FBC IllATE ASSEMBLY TUBE DETAILS_-_3 8r:- '%I l � ® Oescrtptron: Wow, 6 Ira°Laud.IGtu6'T-7i1s•ar-11a•An-.o90 PVI-u8'An) a :k ;}!, C1iLAal DETDJLS • • • J ROSOWSKI 8 7J8'LamL 10(3118•An•1/e Air- 18°An-.090.36-3118°An) 9 ANCHOR SPECIFICATIONS_-_4 ANCHOR QUANTITIES....---..--4 '`O'•. 1 , t� Dote: 7 718'Lam).LG 1;Aa-lle Air-3116"HS-.090•SG-3/18'HS 7 DESIGN PRESSURES....._......... &9 �- LTTE 1070 TFCHNOLOGY DRIVE 1410 • • • • #00 • • 1 91 8 7i8°Lama.IG(3118"T•114°Air-3H8•An-.090'3G•3118 An) 9 ASSEMBLY DETAILSISOM_..........10 =UO •.fi�c»��r'r�C` N. VENICE. FL 34275 f*SEW W 1M N.DQVt DETAINS:L.M&SM 08/U8112 718°Lami.IG(3118' -IW Air-3H8'HS-COW SG-3V18'HS) 7 'rS.> , �,• P.D. Dox 1529 • C. �rR 1QNtF` NoxoMls, FL 34274 ae SAee1: • • Wo. Re. Re 'sc�3 NTRY=YKURARAYAMEBY XURAIRAY� A•L4M�k RP'E' CERT OF AUTH. #99996 CA-740 NTS 1 OF 10 MD-CA740-LM A PFA 88705 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • INSTALLATION OPTION 1 EDGE INSTALLATION INSTALLATION INSTALLATION ANCHORS DISTANCE EDGE DISTANCE OPTION 2 OPTION 4 INSTALLATION ANCHORS INSTALLATION ANCHORS ASREQUIRED PER PERANCHOR INTO 2X WOOD. _----�' CONCRET DIRECTLY INTO MASONRY. DIRECTLY INTO METAL ' ti � TABLE 3.SHEET 4 2 EMBEDMENT REQUIREMENT -_.—. --- BUCK WIDTH —.-_._... ._.----.—. 2 _� — MAX ATTACHED TO SHIM ATTACHED TO 15 18 FRAME SILL - TYPE. '\�_-_-_ 10 11 2 TYP.ANCHOR S ` EMBEDMENT l VENT SILL - 05/ DISTANCEAND EEPPER e` --4/ 8 32 33 �l 2 3! SELF-DREOJJN6 �✓ __ _ -SMS,SEE TABLE 22 23 � SEE SUBTABLE 3. e / 0 20 - 3.SHEET 4. 4 SHEET 4. 3 1 so/ '' 18 84 DARE APPROVED ---_- - EDGE MULLION.ALUMINUM, 35.37 •_ 8 DISTANCE ���oaoRaFrw,wu {38x39 STEEL FRAMING OR 9 • • 82 82 -ATTACHED TO VENT SILL - STEEL STUD. ATTACHEDTO� � .• ` � 35.37 81 � FRAME JAMS 3 13 EMBEDMENT 1 VISIBLE UGHT WIDTH(DLO) 3 8 EXTERIOR ATTACHED TOr 70 8EXTERIOR FOR SNUBBER REQUIREMENTS, C VENTJAMS OPTIONALADOON .- SEE TABLE 4,SHEET 4. _ WINDOWWIDTH ---- `- -r� 12 FLANGE @ HEAD, lt/ ALL&.uv� HORIZONTAL SECTION A/l WINDOW 81 11 SEE DETAIL,�._. - - _ EGRESS FORMULAS: HEIGHT ,- JAMB Al.BELOW WIDTH,WASH HINGE WINDOW WIDTH.13.112 10 �D- 1 ONLY SUBSTRATE-APPROPRIATEH1­1 NOTES: WIDTH.EGRESS HINGE:WINDOW WIDTH-7-U2 VISIBLE 14 WARE ANCHORS LISTED ON TABLE 3,SHEET 4. H 1)WHEN INSTALLING HEIGHT.WINDOW HEIGHT-0 LIGHT FOLLOW EMBEDMENT AND EDGE COMBINATION UNITS. HEIGHT DISTANCE LIMITS.ANY INSTALLATION ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: (DLO) :WINDOW WIDTH-7 HEIGFTf SOPTION SHOWN MAY BE IDE OF THE WIN�W USEb ON ANY 10•MAX. INSTALLED THROUGH THEANCHORS MAY NEED TO RE HEIGHT:WINDOW HEIGHT 7 _ WINDOW FRAMES AT 10'MAX.ATTACHED FROM EACH SIDE OF THE FRAME TO FRAME 2)ALL WOOD BUCKS LESS TH N 1•U2' ASSEMBLY TUBE CENTERLINE. JAMS THICK ARE TO BE CONSIDERED 1X SEE TABLE BELOW: ATTACHED TO C / INSTALLATIONS,IX WOOD BUCKS AREI FRAME JAMS ® '1 uj OPTIONAL UNR MAY BE INSTALLED ff I AddtMW Anchm Repaired on each DIRECTLY TO SUBSTRATE.WOOD BUCKS 10'MAX. L_.SEE DETAIL A2,BELOW Side o/0e Fremo Tutee A DEPICTED AS 2X ARE 1.1/TTHICK OR ATTACHED TO GREATER.IX AND 2X BUCK ) Wit S(WHEN USED dow Anchor ��JAMB SHALL BE DESIGNED TO PROPERLY u~4. Width A B•C 8 D n TRANSFER LOADS TO THE STRUCTURE. g i m- r 0 0 -0'21 WOOD BUCK DESIGN AND INSTALLATION I 38 39 IS THE RESPONSIBILITY OF THE ENGINEER <= - > �'-�•0' 0 1 83 OR ARCHITECT OF RECORD.MAXIMUM 2d'e 1 1 SHIM THICKNESS TO BEIW4 W Anchor TAM /-\-771 I HoWd ~ 15 18 Ir•22.0' 0 1 0 DETAIL DETAIL 23•-2&8' 0 1 PRODUCT REVISED (21 Al A2 20•* 1 t m complying adtb The Florida Building Code 8 80 •• ••• • • • Acceptance No 18-051 '13 • 1 10 84 1XWOOD `� r�7 Re» By. Data: NlWmR 0� • • Dota QQ)$ SEE NSTRIP. T 2; `` ��i� �ENN, ���'/ ��� •• •• ••• • • 000 •• By Pm�ce d THIS SHEET. �tG 3F RawiF4Sr' Qa1P'• •• lfo*iion Aj • •• 1M•MAX SHIM LM 5!15/15 NO CHANGE THIS SHEET _ `�i' No.58705 ow ipubw lNomn �� L ae: J ROSOoOtrW. EMBEDMENTSKICRO"SECTIVNS$ INSTLLATIQN, PER ANCHOR J1 1070 TECHN0I OGY DRMkl 1529 08108112 INSTALLATION OPTION REQU0EMENN.VENICE, fi 34275 S$SENWw �V;DETf„6+LIQ&SM INSTALLATION ANCHORS THROUGH VERTICAL SECTIONB-B NOKOMIS, FL 34274 • • N.. Re- A 0.L�INI.LE}C P.6 1XSUCKSTRINTOMASONRY. — Pestes CERT. O PF AUTH. 029293 CA 740 NTS 2 OF 10 MD-CA740-LM A .•• • • • • .•. • - • • • • • • • • • - • •• •• • • • •• •- ••• • • • ••• • - mo v W7-ovLv"w 06 AO c SIN wf v4zK li 'StINC.,00N . .... ...... 6'M x0a WS V W1 SlIV130 MOGNIAA 1N3W3SVO s4ZVC 7.1 301tq3;-P, jS am s11v13a39fU jklEIVEMV 3V4V2l:f �zt Z6fflwo0 DISMOSON r I=13HS SIHI 30NVH0 ON WgUg M3111W 1 10 :11'C�5-4 'JIG (& R 0 Iff TO oa� Lnoj Lu PUN Mvi Ln pt* 9.1 160 -11 <..- !X HIM211-.� I • 9Mf�iu A �.56 Vojta ad— Ell 0., b,b, Sig + Ino JV�WWRA IW tu ,u 8z 1�'S 8- b xv • is x z w 2 ul XI U. Net- 2-k z g! W, 1 11 wrL LU fit z El x Rwr !N 0., �._Jj J� x 9165- 11"5 a El a 84 6 v a W< M �>-Sc H dl ru U'F gYli 4. 1 LU R z uj z X 2 co LLI E i �41 r us 0 L z 70� 77 Art W N Nil H Cc gt, aj A wh WARP LLJ ok Lui EllME. 9§811H IWI-1 zMaiH V9 lffipzio HIN x C4 Z� Z'M. 0 TABLE 2: TABLE 4: Window Andwe Replied Jamb Snubber Locations PRODUCT REVISED) 08) filaes m complying with rho FMalda underr 25.16118' 1 �• 37• Building coda AnoifaGrafp AnchorGroup NRiFG W hor ARCIWGMW PJWWQMUP Gragt PVB SO Ac-ptmiccN.�r.�"0 10!•19, AF-07-&D A B C&O A B C&D A B C&0 A B C&D A B C&O A B C&D (1)pes1.4&8) (Typea2,3889) pimd°apmo WNW 23' JatNl 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �.ew None 17 watt.Som Btyiafn Product 11es M 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 lees each end&30' Jsrob 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mex O.C. 2&18116' S{ea1180 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 S 3 S 3 S 1x me:.from 17 marc.batt X81 Jams 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Q met 83' each end&30' each erd&30" � o: HeadI80 2 2 2 2 2 2 2 2 2 2 3 2 3 9 2 3 3 3 3 4 9 max O.C. max O.C. �, Janst 4 4 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 8 8 4 WZ "PVB'=BUTAC BY XURARAY AMERICA INC. Y J FkadfBa 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 S 4 9 c J" 4 6 4 4 8 4 4 e 4 4 8 4 8 8 4 8 8 4 6 8 4 "SO''SENTRYGLAS Y KURARAY AMERICA,INC. U ' HaadtBltl 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 S 3 4 S 1)USE THIS TABLE FOR Q Jamb 8 6 4 8 8 4 8 a 4 8 6 4 6 8 -4 8 8 4 6 8 4 Head/8a 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 S 4 3 CO ALL WINDOWS PER THE 2 ELEVATIONS ON 9F83ET 1. SAMPLE CONFICiVRATICbN3: 83• Jamb 8 6 8 8 a 8 6 a 8 8 8 8 8 8 6 a 8 6 8 8 8 DIMENSIONS SHOWN ARE _ LkN 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 S 3 3 3 4 3 WINDOW TIP•TO•TIP. -Tti J ,Iamb 8 8 a 8 a 8 8 8 8 8 10 ale 10 B 8 10 8 8 10 8 X'� W Heed= 2 1 2 1 2 1 2 1 2 1 2 1 2 2 2 2 3 2 1 2 1 3 2 9 S 3 3 3 3 2)FORSIZESNO1' JX 1+X jX�' jrXt O <Z }• (n LL Jamb 0 8 8 8 8 8 8 10 6 8 10 6 8 10 8 8 10 8 8 10 8 SHOWN,ROUND UP TO 1 ! F" AVAILABLE HUMS 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 THE WIDTHQR r /X�` a Z �Q•- _O Jmrdt HEIGHT 8 8 8 8 10 8 8 10 8 8 10 8 8 10 8 DIMENSION SHOWN ON JJ Q W Heaftill 2 2 2 2 2 2 2 2 2 2 3 2 2 9 2 THE TABLE, jX1FIR C110 D �' `— y N r TABLE 3: MtrL Mtn. Anchor N t a: IJ.I � Group Anchor Substrate EdBe D.C.p, Min. Plate gXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW,7118"ANNEALED SG LAMI.GLASS, /X• O X 'X` X 9 Distance mance Embedment Reguired7 114'MASONRY ANCHORS INTO CONCRETE,+70A 80 PSF DP REQUIRED,NO ANCHOR PLATE, rt 2 114•steel 01trecon Ho0ow Black 1• 8° 1-114" No CASEMENTANCHORS: L�LL(j� LY z ct 6.Plifa 518' 1" 1381' No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. A J O O :i ::A 014,steel SMS(GB) 8083- Alun. 318' .050' Noor 014.410 SS SMS A38 808W 31• IN .080' No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE p�' X"'p g � c O ^U N �U A653 ShA Or.33 3(8' a/8" .038',�fie No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. �� $ A R' q z 612,stool SMS(G5) 8083-TB Aka. 318' 618" 1� No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED W EACH JAMS. � •t�� A 4w" � J NO B ar 612,410 SS SMS A38 Steel 318' 518' .069" No A653 Stud,GL 33 318" Sla• .036' No D)SIMILARLY.2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. zwk comete 2- 4" 1318• No Lo oNON rn 114'steel Ultracef ak CaxMo 1' 4• 1314• No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10' 10' M Fla. 81ock 2-112' 8' 1.114' No F PER RULES ON SHEETS 2&3.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY 4- 0 0 4 r C .Plta 618" 1" 1318' Yea Q ) - 4• oL, 612.steel SMS(G6) TS Atun. 318" bra" .0713' Yes A TUBE SIDE OF THE AWNING(HEAD&SILL). `' I -�^{4• ""�<"f•+ i 2 8,6 a or 612.410 SS SMS A36 Steel 318• 8181 .059' Yea -- -_ �'}a s u A863817,f1.33 318' 518" .005',18 Ge. Yea „ o S.Pba 518• 1' 13/8' Yes FIXED CASEMENT ANCHORS(SEE SEPERATENOAt 614,steel SMS(GS) 8083.76 Alum. 316• 518' .0713' Y� pq A)FROM TABLE 8,ANCHORS C&0 ALLOW A DP OF+701-83.1. --}}-- j a 654.41088 SMS A38 SMeI 5v .080' Yes 10.01 • • • • • A653 Stud,Gr.33 318• 5W .04r,is Ga. Yes 8)FOR THE JAMB,FROM TABLE 3.ANCHOR TYPE C HAS THE ANCHOR AND •/ ••• • • • • •13.26' ����NY LYNly Cetgrete 1" 4' 13(4• Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. •� • • •�• ••• • �rU.•••••••••./)/f( ''i U4"steelUlfaoon 2.85k Concrete 2-V7 4• 13(8' Yes • �• • r :'' S�certsr'•.�F,P'. D Hollow Blo0k 2.1(7 8" 1.14• Yes C)FROM TABLE 2B,6 ANCHORS ARE REQUIRED IN EACH JAMB. 81' • •• �• • • ••} Filled Block 2•U7 4' 1 Yes \ - No.50705 1t 1(4"41089 3.35k Concrete 1" 5• 1314• NO D)SIMILARLY.3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. - GReraFlac 1(0500 Block 2717 ti• 1414' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. • ••ys D 3. to 1-14• 13(4' No • • • • • 8(161 steel IAuacon HoSow Bbok &1 1-1 • - �••(�,�5� F)PER RULES ON SHEET 2.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME • • • ! •_ - .�c�'•, Filled BMWs 2-1/7 B' 1.3(4' No ,c RID •.;�: ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). • • Cf;s '•.C ODF,••'�'�:; NOTES: �t 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRME. — 28'•0 w"�%2a-4 F} �• ��i S UIVAI �a'"� 2)ANCHORS MAY BE HEXHEAD,PANHEAO OR FLATHEAD. fes- I A waM*a.LEfe•P.E- P.E988r08 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLES: FOR GLASS TYPES: - 1)5118°LAMI 1/8 AN-.090"PVB-1/8 AN PROBUC'TR['VISED Design Pressure(ps0br ablgte WOMmta,All Amhor Oaoupe ( ) ,��*s7fo9m1m 1116 m«Ide 4)7/8°LAMI.IG:(1/8"AN-7/18"AIR-1/8°AN-.OW PVB-1/8°AN)wbwmwwth No l •o5t� Qg under 23' 28.1&16" 27-3t4' w331/7 9S' 37' ?YB'd BUTAC VB BY KURARAY AMERICA,INC. � e under 23" +7940 +70140 +79-80 +701.80 +701.90 +70140 +781180 + BAAtnmi P 28.1&18' +7&-90 +7W40 +701.90 +7940 +7940 +701.90 +701.90 4 38375' +79.90 +79404701-M +701.90 +7940 +7040 +70M WIN0W 4B' +70-00 +79.90 +70130 +70140 +70480 +79.80 +79.91 HEIGHT 50 0 +7&-80 +79.80 x70!40 +70140 +7940 +70!•80 +7938.2 -- W a Q 80" -7&40 +7940 -7074p +701.8&8 +701.80.8 +701.77.7 +7474.3 I --- or +70690 +70!40 +7MPW +701.84.3 +79-78.8 i70/-73.7 +70/-70.1 WINDOW LU WIDTI••+ T g Tr +70140 +79.87.2 +79-TT.7 +89-71.8 +89-82.4 +89.89.8 a/-58.3 d 78• +7940 x79.56.8 *7976.7 x487.3 +1.88.9 +/.87.2 *1.85.6 SEE SHEETS 184 FOR (n a WINDOW ANCHOR 84' +74-00 +79.80.4 x7971.3 +8&•821 +1-64.2 LOCATIONS AND QUANTITIES. �_., 2� W a� TABLE Desfgo Pressure(oaf)for Wisdwas Aasdred to a Vedkei Fr me Assm*TubeO Ur J ILL wkwuwwkkb n Z d' tQ. a O lA under 23 26 t&18• 2i 310• 30 33112" • 3r a 0 v`a AnOor Glop Anchor OrouP Asch&Grow Aetba Group Anchor Group Anda+Grasp Anchor Group U7 N r A B C D A 8 C8D BC8p B ACBD A 8 C8D B U+7 a ACBD Lu O F, 0 urMar23' •7440 +701.90 x79.90 +74.80 •79.90 x70!.99 +79-90 +7440 +T9-90 +79.89 .ia-90 r7&.8p +Td-90 x74.99 +79.90 +701.90 x7&-90 m = Z Z 25.1&18` x74-90 *79.90 +79.90 *70199 +79.99 +79.90 +74.90 +79.90 x79.90 +70.90 +79-90 +70.90 +70.90 +70.99 +70.90 +79.90 x749938378" +701.90 +74.71.6 +7440 +79.90 +701$1 +7&-9D +701.90 +79.90 *7d9D +74-90 *79.90 +V-90 +701.90 +701.9D +7&-90 +701.90 +701.90.�° r7a-73.1 7.!1;3 +79-90 +70.90 +!•54.8 .7d•90 +70140 +79-90 +701.90 +79.57.8 +701.90 +TW-9D +79.78.6 +70.90 x70199701.88.9 +70.99 YLU.1893 +!543 +7CI-W +7W4D -191.4 +7&•90 -70!90 +70.90 +701.90 +79.832 +70.90 +70!40 -70.74.8 *701.90 +70.89.2 +701.84.3 +7a-89.2 x CL Z O 60• *655.8 +/.q68 +70194.7 +79.90 -151.8 +70191.2 +701.90 +701-78.9 +70.90 +79.702 +701.85.6 +79.80.3 +1$29 +70.80.8 -79-76.2QW-71.2 +701-T43 W 0LLI83• •1-55.7 +1438 +70.80.7 +7&•89.6 *1A93 +70.77.3 +79-90 +701.72.3 *T&-90 +1.809 +701.643 +70.786 +1-%9 +701.706 +701.71.8H•8i.8 +701.701 �r-jj N (7 g t r • frp tw V MLuFRAME mq 10'MA%. ASSEMBLY a J '� no r'V v� TABLE 7: ��TUBE Design P=eum(pet br WbxWn Atlaol•d to a Hod=ordal Fame Aeasmbf7 Tube WINDOW �Maci N Wb1110w Width � HEIGHT u4er23' 25.15116• 27.3!4' 301 33.11r 35' 37• WINDOW FRAME "xri Amtw Anoka Amtw Anchor HEIGHT TUBE E Y Otarp Gra4r Grrxip Groep Amha GmUp Anchor(ireup AmMr OrOi4t I WINDOW I ADDITIONAL W z �- All Aa Aq All 8 A C S D A 8 C 8 D A 8 C 8 D 10'MAX. -+"I YY1D•� I"� ( F o o Q u 6 n s T nz rc utlder2Y 477940 -70140 +70149 +74.90 +10142.1 1 +79.80 +7949 +70-706 +79.80 +794p +7974.3 *79-W ADDITtONAI. SEE SHEETS 184FOR WINDOWANCFIOR � u 25.1&18' +7W-90 +70140 +79.80 +7d-M +701.90 -7940 +74.85.8 x70140 +70140 +701.84 +70140 +7940 I A ,►IOR LOCATIONS AND QUANTITIES.SEE SHEET 38318' x7940 x70140 +70/49 +7440 +7440 x79.90 +70L90 +7940 +7940 +7940 +7940 -7940 • •• ANCHOR V- • •3 F01l ANY ADDITIONAL ANCHORS 48' +?Qm +7940 +70-80 +7&90 +7440 +701-M +7940 +7W-W +70140 +79.90 +7940 +7940 •y - •••,• • •RE&UIRED FOR THE FRAME ASSEMBLY ```�����.( LYWq.' 514W +70140 +7440 -7940 +7040 +70140 +7940 +7940 +7440 +7040 +706P88.2 +7949.2 +79$92 •Tygl OY • • • ••• • `,T�11;,•L.IGEN,c,�.'•`fl��� or +7940 +70140 +79,90 +7&•80.5 +701-00.8 +70.80.8 -70177.7 +70!•77.7 +70177.7 *70174.3 +7974.3 +74.74.3 SEE SHEL•C 18 4 ANC R • • •• .,,5i:' 83' +744p .7940 x7949 +701.86.3 +79.78.6 N978.8 +7W-73.7 +701-73.7 +79.73.7 +70670.1 +701-70.1 +7970.1 LOCATIONS AND QUANTITIES.SEE SHEET _ No.58;05 Tr +70.90 -79.87.2 -7977.7 +70171.8 +89.82.4 +89.82.4 +89.60.8 +59.609 +80 4w.9 +149.3 -159.3 -1MI9.3 3 FOR ANY ADDITIONAL ANCHORS - 78• +7990 +7&.84.8 +79.78.7 -147.3 +1.88.9 -148.9 +487.2 +667.2 +657.2 -14&6 -145.6 +1185,6 REQUIRED FOR THE FRAME ASSENIBI.Y -'Ll -+L- 84• +74-W +79.89.4 -79.71.3 +801.82.1 +666.2 -154.2 TUBE. • ••• • • • • -I} r tw- • • • • • • • • • • 7 � I�;'(r NOTES: • •• • 0.0 • • • p ••••••' 6•� 1)SEE SHEET 4 FORADMIONAL SAMPLE CONFIGURATIONS. •• • ••• • • ,jC�l`IAL.LSP E. 21 SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 0.L1NN M101'.m P.E. P.E.4567�i ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11: FOR GLASS TYPES: rig, UsAbr Mxb-� 2)7116"LAMI(3116 AN-.090"SG-3/16 AN) �ODuc1RRV,shD IL 11 fficomplying With the Florwa Building C.odO yybapTr9lAdth 'SG"=SENTRYGLA YKURARAY AMFJiICA,INC. 3 WXW23• 25.1918• 27.774• 30" 331!2' 39r Sr � -- up9mttat9hna �2d18 under 23• +901130 +901.130 +Sp-130 +80!-139 +801-130 +891.130 +901-13o WINDOW 26.15118' +901-130 +901-130 +W43D +901.130 +801-130 "01130 +80/-130 �I�, Mi i 1 t 35-W +9011-130 +907-130 +90/-130 +901-130 +8W-130 +8d-13D +9W-13D 48" +901-130 +801.130 +901430 +901.130 +901-130 +90.130 +8W-130 - 50,W +801.130 0011.130 +8.130 +9W-130 +901.131 +901.130 +991-130 -w4 89" +901-130 +901.130 +9-130 +901130 0101-130 +9-130 +801-130 WIDTH (W 83" +9-130 +8W-130 +9W-13D +901-130 +801.130 +9-130 1+80!•128.8 SEE SHEETS 1$4 FOR Y r- 72" +901-130 +901.130 +801.130 +80!•130 +901129.1 +9-122.6 +9-113.8 WINDOWANCHOR r 78• +SIOJ•130 +8W-130 +9-130 +801.130 +901-124.1 +9-116.7 4901.107.5 L � 48 AND QUANTITIES. W ,O� 84" +9W430 +9-130 +0-130 +901.130 +901-116.4 = Q. Fr- C a< �d T2 TABLE 9. _ p DesimPressure(psfyfor Wkxf*AsA9fectredtoaVertical From AssmnblyTube q O Vr CO u- ID Whitlow W idb a Z a urrde 23• 25.15118" 27.314• 30• 33-lir 36" 3Y d Asha(roup Anchor(roup Anchor Ovary Anchor Group Anchor Group Anchor Group Anchor Group 10 � N A B C M�IDD B C$D 8 A,C$D A B C$D A B. C$D 8 A,C$D A B C$D Op W undui23" +701.90 +701-9D +701.90 + .W +701-90 +70140 +70190 +701.90 +701.90 +79.90 +701.90 +70.90 •7W-W +74.90 +70190 +701.9D ♦701.90 +79.90 +711-SO C O c Z 2515118• +701.90 +76..90 +701-90 + -91) +701.91) +701.90 +7(9•gp ♦74-90 +701.90 +701.90 +701,901 +701.101 +701.90 +74-90 +701.90 Nd-90 +701- + !q T01.9D +70191) 39 3t8 +701-90 +701.71.8 +701.90 + 51 +701•!1) +7490 +701.90 «701-90 «7p.� +701 90 «701.90 +701.90 +70190 +76.-110 +101.90 +701.90 +7p•� +701 91) +701 90 _ (/�4& +7Qf-U1 +1-67.3 +701.90 + 0.9 •701.90 +701.90 +70190 +70140 +7-90 +701.87.8 +70140 +70190 +701.90 +7-81) +701.90 +701.90 +7W9D +701416.9 +70190 54618• +/•119:3 +1.54.3 +70190 + 1.4 +701.91) +701.90 ♦701-91) +70190 +70190 +701.83.2 +701.90 +701.80 +701.90 +7d•1D +7&482 +70190 +M-W +701•&4.3 +701.90p- Z 80" •1•li8.8 .1-x.8 +701.84.7 + 1.8 +701.81.2 +76..90 +7tl-76.9 +701.90 +70199.8 +701.70.2 +701.90 +701.80.3 +701.76.8 +701.90 +701.1$2 +701.90 +701-90 .Tp-71.2 +70190 W O Z W83" +1.55.7 +1.43.6 +701.110.7 +749.3 +701.77.3 +701-90 +701.72.3 +70.91) +701.85.3 +1.85.9 +70190 +701.78.5 +701.74.9 +70,.90 +701.11.5 +70191) +701.86.6 +147.3 QW90 r J "Oa-j vW� U LU FRAME $ r` TABLE 10: 10"MAX. ASSEMBLY -►I _ TUBE UesWn Pressure(ps9 kr W#Wn Allachedto a Fbdzadal From Asseuby Tube WINDOW WINDOW FRAME EIGHT n N n a under 23" 2515118" 27-344" 31)" Ulm WYIdaMr WW1- 35• 37" HEIGHT -ASSEMBLY HEIGHT 4 K LL r Anchor Anchor Anchor Anchor An" Anchor A: TUBE Group Group Grail Grail Group (roup AMilor Group Anchor Grail WINDOW ANCHORADWADDITIONAL - W w o u Ali Ail 411 A8 B A,C$D A 8 C$D A B C$D 10'MAX. WIDTHa: (4).IF REQ O under 23" +701.90 +7N-9D +79.!10 +7-90 +701421 +7-90 +701.90 +70-78.6 +701.90 +701.90 +701.74.3 +701.90 ADDITIONAL o z ? w ANCtIOR SEE SHEETS 1$4 FOR WINDOWANCHOR 2&18118• «701.96 +79.90 .701-l1) +79.90 .701.90 +74.90 +701.88.8 .711.9) +79-l1) +70144 +79-l1) «76.90 IF LOC N3 AND QUANTITIES.SEE SHEET Er +701.90 +701.90 +701.9D +701.90 +71190 +7- • ••• • (4l �• • • OTS 90 •70190 +701.80 +701.90 +7490 +701.90 +74.90 • • • • • • •3 WRANYADDMONALANCHORS +70.9 0 +701.90 +701.91) +7W-90 +70190 +70-90 +701.90 +70190 +79.90 +70190 +701.90 •701.80 • •• • • • •RQQUIRED FOR THE FRAME ASSEMBLY ` �\�l 1 YFJA 11/1�/�i +76..90 +701.90 +79.80 +7990 +701.90 +76..81) +710190 +TW-91) rT990 +7W� ♦701.!1) +7490 � W �• • • • •••TUBS `gyp ••........ (fie ice: +701 90 +10190 +701.90 +79.901 +79.90 +70x_90 +70190 +79-91) +7990 +70190 +70190 +76.90 SEE SHf�'�5 9 8$�WINfiOW ANOHOR • • •• \=:' •.;c *701.90 +701.91) +701.91) +701.90 +7W-90 +74dilo ♦701-90 +70190 +701.90 +70190 +701.90 +79.90 LOCATIONS AND QUANTITIES.SEE SHEET N�-58705 +701.90 . +79-901 +701.90 +70191) +70!•90 +7 :701.90 +701.91) +70190 +70190 +701. +Jd. 3 FOR ANY ADDITIONAL ANCHORS +701.90 +701-9D +701-9 0 +JW. +70190 «701 ♦ 911 REQUIRED FOR THE FRAME ASSEMBLY r 90 10190 +7990 +79-90 •70190 .701.90 +7490 TUBE.84• +70190 +70190 .701.90 +701.90 +70190 +74 • ••• • • • • Vj714) 1°SEESHEET 4 FORADDRIONAL SAMPLE CONFIGURATIONS. ••• i• ••i ••• ••• f S','i�)I.'j".���: 2)SEE SHEET 4 FOR SNUBBER REOUIRENENT3. !!Lvry �ARLEk,P.E. P..a 6a705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EMIT 7 TABLE 11: FOR GLASS TYPES: Dealpa Pmamm(pa0 err Sirgd Whdcws,AsA hor Groups 3)7/16"LAMI(3116 HS-.090"SG-3/16 HS) PRODUCTREVISF9) ndow VRM 7)7/8"LAML IG:(3116"AN-1/4"AIR-3116"HS-.090"SG-3/16"HS) cay�"'h dw Flaws „"aor2r 25.1&+18• 273!4' 39• 33-IM 35- V 9)7/8"LAMI.IG:(3118"T-1/4"AIR-3118"HS-.OW SG-3(16"HS)under 2r +W-138 +900-138 .90t-130 +901-130 +9Q1.139 +80-138 +9d-1302618118' +(07.130 +990-130 +801-130 +901.130 +907.130 +80f•1� +9d-130 •SO'=SENTRY Y KURARAY AMEWCA,INC. ipw, 38318' +90-130 +90-130 +90439 +�-130 +90-130 +W-130 +9-130 48' +90-130 +990130 +990190 +9&-130 +990130 +90-130 +80-130 60•&18' +901-130 +SW190 +801-190 +8W130 +990-130 +9W-130 +890-131) SO' +90-130 +80-130 +90-130 +990130 +90-130 +901-130 +9W/30 W W 43' +9W130 +90-130 +901-130 +901-130 +901-130 +901-130 +90Pru •190 HEIGHT y 72' +901-13D +90-130 +801-190 +90-130 +90-130 +80130 +9 430 N T8' +98-130 +890.130 +990730 +W-190 +801.130 +90-130 +80130 _ I WINDOW I 84" +890-130 +890130 +8�-130 +90/-190 +90-130 �'1 STH t'"-' o Q SEE SHEETS I&4 FOR LU WINDOWANCHOR 06 ' LOCATIONS AND QUANTITIES. Z TABLE 12 = J O mm Design Pressure(psi)for W 01dms Attached to d Vertical From AssealMy Tehe O Vr J LL. LLQo WGldiywidh urda23' abtti118• 27314 30` 33•(/2' 35• Sr W d � �t• Andra Group Anchor Qtalp Arley Group Anchor Group Anchor Group Anchor Group AnUror Group N A 8 C D A B C&D B A6 C&D A 1 B C&D A 8 C&D 8 A,C&D A B C&D o under 2r +701.90 +7&40 •7&•90 +70140 +70-90 +781.90 +70/•90 +70-90 +7&90 +701.91) +7&•90 +Iq-90 +7tl,9D +79090 +7d-90 +70690 +701.98 +70)•90 +70-911 +701.00 ..CD 2615118" +7&91) +M-W +701.90 +79-90 +701•90 +7-90 +7&90 +7&-90 +70190 +7&40 +701.90 +M.90 +70140 +7&•90 +701•90 +701.90 +70199 +M40 +T01.9D +701-90 ` Q N 38.318• +70f.90 +7&-71.8 +M.90 +701-91) +7041 +701-90 +7p-90 +70-90 +70t.91) +701.90 +70190 +7&•90 + p _ T9.90 +701.90 N&911 +7&•90 +7&•90 +71))91) +7&9p +7&.90 (1) 48" +7&-731 -1-57.3 +70190 +701.90 0.84.8 +7&-9D +7&.90 +701.90 +701-90 +7090 +78-97.8 +7&•90 +7290 +7&•90 +7&-90 +701.90 +701•90 1 +7-90 +7&-88.9 +7-90 Y Uj � F• 50518' -149.3 0-54.3 +701.90 +701.90 +681.4 +70190 +70190- +7&•9D +70-90 +7&-90 +701.83.2 +MOD +7&-90 +7&.90 +T&-90 +7&•892 +7&90 +7&90 +7&84.3 +7&•90 (,� j W z Q 80` -1-58.5 0AAA +701.847 +701.90 +151.8 +7&-81.2 +701-90 +7&-75.9 +70140 +7&-89.8 +7&•70.2 +7-7•90 +7&40.3 +701.78.6 +7&-9D +7&-752 +7&•90 +7&•90 +70'•71.2 +701.90 W > Z W yr or -1557 -1-0.0 +7&407 +7&49.5 -1-49.3 +7&•77.3 +7&-90 +7&-723 +7&-410 +7&45.3 N•98.9 1 +7&90 +7&•7&5 1 +701.74.9 +701•91) +701-71.6 +701-91) 1 +701485 047.8 1 +70-90 �.J (� •�(� W a�( W $ W dQ . FRAME iPMAX. --+-•I -A9SEM&.Y TABLE 13: TUBE 7 � e Design Pressure(pso W WUAns ABachad to a Hmkontel Frame AsumMy Tube Window N o r mwwidth WINDOW der2r 25.15118' 27-3/4• 3D' 33-Ur 35'. �- WINDOW FRAME HEIGHT ua HEIGHT ASSEMBLY Anna Anchor Mohs (Anchor Anchor Anchor Anchor 0 Tule W e1 V1 a Orap (Harp (;roup `^`.W (harp Group �4 Moha l3raq WINDOW A1) All A9 Ali 8 A,C&D A 8 C&D A 8 C&D 10" (4�IFREQ. wxw2r +7&-911 +701-90 +7&-90 +79-00 +7&42.1 +7&-90 +7&90 +701-78.5 +70-90 +70190 +70674.3 +7W-M ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR _- p• ii 25-15118' +7&-p0 +M90 +7&•90 +79-90 +7940 +7&-00 +70!48.8 +Ad-98 •701-90 +7&-84 +701.9D +7&-90 -ANCHOR LOCJTJpNS AND QUANTITIES.SFE SHEET 38.318' +7014D +7&-90 +701-90 +7&-90 +7&•90 +79-90 +7&-90 +7&-90 +79090 +7&-90 +7&-90 +7&•91) •• ••• a(4),ff#�O. :3W TWYADDITIONALANCHORS •g�' 48' +79.90 +79.90 +7-90 +79190 +79.90 +7&-90 +79.90 +7&-90 +7&40 +79-90 +79-98 +7&-91) i -W-I�(• I-•• • • •REQUIRED FOR THE FRAME ASSEMBLY \�:tG Y LYNN IV' jC 54518" +7&90 +70140 +7&•90 •7&-90 +7&•90 +7990 +79090 +79090 +7&-90 +M.90 +7&-90 +7&.90 i� WIb 1"�• • • •:TUSm :� ok •.....IleF,,�: • •• a ��c: SC •. y 60' +7&90 +79-90 +7&-90 +7&-90 +7&-90 +79-80 *7&90 +7&•90 +7&-9D +70f.00 +7&90 +701•90 SEE SPRETS 14L4 POR WRGIIIOW AI"Molf t13' +7&•90 +7&40 +71Y-0o +7&.90 +70-91) +70`40 +70f-90 +7&-90 +7&•91) +040 +79-90 +7&-90 LOCATIONS AND QUANTITIES.SEE SHEET N0.58705 72" +79.90 +79.90 *7990 +7&-90 +7&•90 +7&-00 +79.90 +70690 +7&-90 +70140 •79.90 +7&-90 3 FOR ANY ADDITIONAL ANCHORS - I• 78" *7&90 +7&-90 +79-00 ♦7& 0 +7&-01) .7&gp +70 90 +7&•91) +7990 *7&-m +7&90 NQUIRED FOR THE FRAME ASSEMBLY • ;� 84' +7&-90 +79410 +7940 +7940 +7&-98 N&90 •�• ••• *00 ••• • • • �) 71 i�Is t�U • • • • • • ••• • • (�;•• S1"11: F "J, NOTES; • •• • • • • • • '/ 4-9(-91- E 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. •• • ••• • • • iS`�f 2)SSHEET 4 FOR SNUBBER REQUIREMENTS. /An1vNN MPA-P.9 ••• • • • ••• • • TABLE 14: FOR GLASS TYPES: " • Prossim&9fir 8koe yM ,All Anchor QoWs 5)718"LAMI.IG:(1/8"T-7/18"AIR-178"AN-.D90*PVB-1/8"API) PRWUCT)tEVISED U TW-BUTACITAPW BY KURARAY AMERICA.INC. w complying with dw FWrids Whdmorw l Bid ding Acery+tancc Na< �� wWr23• 2$-1$118• 27.314' 3P 33.112• 3S 37• B mUOnDme under 2V +70140 +7040 +7W40 +78140 +70140 +7W40 +7x-90 BY 29-19118• +7W40 +701.90 +70140 +70140 +7040 +7W40 +7W40 Miam' Prodset 38315 +70140 +70140 +70140 +70140 +TOM +7-90 +70140 45 +70140 +70140 +70140 +70140 +70140 +70690 +70A.W 80•SIS +70140 +70140 +70140 +70140 +7040 +70190 +7-401 Q �` +70140 +70140 +70180 +7-48 +70140 +705.8.8 +701.84.8 WINDOW LU 83' +7&90 +70140 +701.0 +70140 +701-07.2 +7080 +7-79.9 HEIGHT N 72• +7&40 +7040 +7015.8.9 +70141.8 +WM +�/�.4 +80687.8 75 *70140 +70/40 +70.88.3 +7-78.7 +80/$7.2 +80148.2 +80$3.3 �WINDOW I N W n 84• +70.90 +70140 +7041.3 +80/70 +8081.8 WIDTH 1'� T (A z cQ SEE SHEETS 1&4 FOR T TABLE 1$: LOCATIONS AN QUANTITIES.ANCHOR Z z Q� xQ r Desi&t Pressure(ps9lor Windoies Atlaohed to a VBNoaI Fretm Assembly Tube c U N p 0 LL under 23• 25.19118' 27.314• WltdowWh 35 33.112' 38• Sr Z W coO Anotgt0kotrp Amber Group Amhorfd w AWwGmW Anchor Gmo Anohor t o AmhwGmw �•, A B C D A B C&D B A.0&D A B C&D A B C&D B A,C&D B A,C&D 04 U) under 25 +7040 +70140 +70140 +70401 +7040 +7040 +70WD +701-98 +7/40 +70/40 +701411 +7040 +7.90 +7W-9D +70.80 +7W.9D +7-80 +70140 .7W4D I j �8D U1 F 2S•1W15 +7/48 +70140 +7/40 +7/40 +701.90 +70140 +70140 +70140 +70IM +70!40 +7040 +706901 +70740 +7/40 +7014D +7/4D +7098 +7/40 +7/.9D '' m 0 Ix 0 y Z 98318' +7/40 +7/•71.8 +7/40 +701.90 +7/41 +70140 +701411 +7/40 +7&90 +7/40 +7-90 +7040 +7/40 +7040 +M.SD +7/40 +70/•90 +70140 +70140 o p (/� Z 45 +701.73.1 +147.3 +70140 +7/48 +1.84.8 +7/40 +70/40 +7040 +7/-80 +7040 +70/5.7.8 +7040 +7/-g0 +7-78.8 +70140 +7040 +70'F90 +7/49.9 +70140 _ co) .��• 90.9/5 +14" +134.3 +7048 +7/.90 +141.4 +7/40 +7-90 +7-90 +7/40 +706+80 +7-83.2 +70680 +70.90 +78174.8 +704D +7W4&2 +7/48 +701.84.3 +70140 Y 80' N88.9 +7d-84.7 +7090 +131.8 +7-•81.2 t7W40 +70-79.9 +7086 +TO/•I'M +7070.2 +7-40 +7-80.3 +1$2.9 +7040 +701-79.2 +7015.8.8 +7W71.2 +7-84.8 Q' j Q(, F- +145.8 O Or x139.7 +/.43.8 +7W80.7 +7&89.9 +149.3 +701-77.3 +7W40 +701413 +70140 +7&40.3 *1•88.8 +7040 +7-78.9 +1.99.9 +7/47.2 +70171.8 +70184 +1.87.8 +701-79.8 W 9 E Z � _•1.7 r 10 SAMA FRAME B g m O .n TUBE TABLE 18: WINDOW i Desllin Pressure(Pell 5.r Windess Attached to a Hodsontd Frame Assembly Tube HEIGHT _-- (( �l VN a•(� N WhabwWYAh .{^ TMNM xav wder2r 28.1&18' 27.314• V 33.112• 33' 3r WINDOW FRAME �- - LI HEIGHTWINDOW ADDITIONAL p k Amfla Anchor Amber Amhor TUBE WIDTH AHCHOR iii m'� a Grow Slow � ftp AmhorGrot• AnolOrGmup AmhaOroup 1 j (4),IFREO. iUm- AD All AR All B A.C&D A 8 C&O A B C&D Ip• -- SEE SHEETS 1&4 FOR WINDOW ANCHOR o o 78.9 +7-40 +7-40 +70.74.3 +7040 LOCATIONS AND QUANTITIES.SEE SHEET ,. under 23' +7040 +7W40 +7W.W +70140 +7W.02.1 +7W40 +7&40 +701• 3 FOR ANY ADDITIONAL ANCHORS I v w 29.13718• +701-- +70140 +70140 +7/40 +70140 •7W48 +7-5.8.8 +7&40 +7-40 +7&84 +7-80 +70140 ADMT�- i iREDFORTHEALAN HORS LY 38318• +7040 +7/40 +7&•911 +7&40 +7014D +701.10 +7W40 +7W4D +7-40 +70140 +7W4D +7040 • ••• • (,y IF • • 171 48• +70140 +70140 +7040 +7040 +70140 +7/40 +7W40 +70140 +TW40 +7W40 +7W40 +7040 • • ••• • • • • s ��l t%Y:.IN 94-5 +70140 +70140 +7-40 r7W40 +7/40 +70140 +70140 +M.SD +7-48 +7/40 +7W5.0 +7/40 .I WINOEIB • • • • ••• • ��`G\( WIDTFI•� • • • • • • ,1�'r'�\C.C•NS8••'•.!S� BY +7&90 +70140 +7W40 +7&48 +7040 +7W40 +7&5.8.8 +7/4&8 +7W48.8 +70144.8 +7&44 8 +7&84.8 • • •• or +70140 +7040 +7-90 +7W40 +7&87.2 +7-87.2 +7/44 +7040 +7--84 +701-79.9 +701 78.9 +7-79.9 3EE 1&4 FOR WR0OW ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET _ pyo,y8705 72• +7&40 +7-40 +7-.88.9 +7-41.8 +8070 +gpt 70 +�d•N.4 +80•N.4 +BW�A +80187.8 +8087.8 +8087.8 3 FOR ANY ADDITIONALANCHORS _ 75 +?Woo +7-90 +7-48.3 +70.78.7 + 01._2 +8-87.2 +BW0.2 +808A2 +8&•89.2 +W43.3 +80183.3 +8/83.3 REQUIRED FOR THE FRAME N%Y • • L! 84• +7080 +7&90 +7-81.3 +8-70 +80.81.8 +8/81.8 • • • • • • • • • J - tU: • • • • • • •••i • • •;.•7� t Srr. CO o 90 41 pt OVIXO? NOTES: • •• • • • • • • <t, !(}ilk � 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. •• • ••• • • • ! \- 2)SEE SHEET 4 FOR SNUBBER REOLIREMENTS. kcYNN P'6qL!FAb-E• PE96aT09 ••• • • • • ••• • • • • • • • • • • • • •••• • ••• •• ••• • •• •• ••• • • TABLE 1T: FOR GLASS TYPES: Design Pressure 0"f3f SIngie Windows,AD Anchor Groups 6)718°LAMI.iG:(3/16°AN-1/4"AIR-3/16"AN-.090°SG-3/16"AN) PRODUCP1U VISED .complying with Itro Wmtda 8 718"LAMI.IG: 3/16"T-1/4"AIR-3/16"AN-.OW SG-3116"AN Ball&gcedc Wlndow,VA t ) ( ) jaw,No 3, under 23' 25-15118` 27314' 30' 33.112' 35' 3T• 'SO"=SENTR BY KURARAY AMERICA,INC. tenon under 23' +1101-130 +W-130 +901-135 *W-130 +8M•13D +901.130 +89/-130 21-.1015' +001-130 +W-130 +90-130 +8G-130 +80/•189 +90f-130 +=431) 384W +801-130 +g-13D •8-130 +BW-130 +901-130 +90f-130 +8ph130 48• +9W-130 +8W-130 +9W-13D +W130 +901-130 +90.130 +9-130 T 50.8/8' +8-130 +8-130 +90.130 +80.130 +901.130 +9-130 +8W-130 f o Q 0' +90130 410-130 +9W-130 +80-130 +8-130 +9W-130 +9W-130 --W W HEIGHT 89' +g-130 +W-iso +8-130 +8-130 +801-130 +90/-130 +9-130 72" +9W-130 +901.130 +801-130 +9gY-130 +80-130 +80124.6 +80d-115.7 i_ U 76' 4901-130 +W-130 +90-130 +8-130 +9-152 +9W-118.7 +80!•108.8. -4 WINDOW�, LLI 84' +W-IW +9-130 +9W-130 +901-13D 490%116.4 WIDTH 2 SEE SHEETS 1 It 4 H a .rg W LOCATIONS AND QUANTITIES. Z Z o TABLE 1& n Design Presswe(pat)for Windows Attached to a Vertical Frame Assembly Tube � wift"WIAh a z 0' a O under 231 25.15118' 27 914 30' 33.4YY 35' 37" w 0 G) LLL aknm Group AWw Grmlp AWw Grasp Anchor GwW Ancbm Wm• anchorem p Anchor Group N CL A B C D A B CAD B ACAO A 8 C&D A 8 CAD B A,C&D A B CAD t j W N order 23' +70.90 +70.90 +70-90 +70.90 +70.90 470.90 +70-90 4701.90 +701.90 +70.90 470.110 +70.90 +70-89 +7- +70• + p ? 0 B Z 25.15718' +70.90 +70.90 +70- +70- +7-90 +70.90 +7-90 +701-W +711- 90 70.90 +7-81) +7090 +7088 +70.90 Z 80 911 gp +70.90 +70-90 +70.80 +70.80 +70-90 +70.90 +7000 +70.90 +70.90 470-90 +70.90 38318' +70.90 +701-71.8 +70.90 +70.90 +70-61 +701.W +040 +70-96 479-M +T-90 +701-90 +701-M +78.90 +70.90 +701-90 +701.90 +70-90 +7-90 +701.90 +7090 _ (A 48' +7W-731 +1.51.3 470.90 +7W.9D +1$4.8 +70-90 +70.90 +7010 +79.90 +701.90 +70.87.8 +701-90 +70.90 +7-90 +70.90 +7-90 4W.911 +70.90 +T-85.9 +70.90 50.518' +1.89.3 +1.54.3 +70.90 +7-90 +141.4 +70-95 +70.80 +70-90 +70.90 +Tfh40 1701.83.2 +70.90 +70.90 +70.90 +M-90 +70$9.2 +701.90 470-90 +70.84.3 +70.90 � � Qom, z 80' +156.5 +l4R.8 +701847 +70-90 y-51.8 +7081.2 +704p +701.75.9 +7W.� +707.0.8 +701-M2 +79-0 +70.80.3 +10.78.8 +7-90 +70.752 470.90 +7090 +Tg-71.2 +7090 Q Z W (. 83` HS5.7 +1.43.8 +70.0.7 .70149.5 +1.49.3 +701.77.3 470.90 .70.72.3 +101-911 +701.0.3 +146.9 +7040 +701-781- +70-74.9 +701-90 +70.71.8 +70.90 +70,i 047.8 +70-90 W �( Ix .s w FRAME rc & U 10'MA%. TABLE 19: I - � i3' m �N Design Pressure(psry for Wbtdows Allaotred to a FHaim"Flame Assembly lube WINDOW WhldDWVOM -' HEIGHT wder23• 25451W 2744' 30' 33-VZ 3S V. WINDOW F� -ASSEMO.Y Anchor Anchor anchor Anchor Anchor Anchor 1 1 TUB WINDOW I� ADDITIONAL u z ci c Group Group Group (irmtD Grot01 Group Anchor GrmQ Artettot Grmtp 1L. WIDTH ANCHOR L ��4y F. A9 A9 Al al 8 ACBD A 8 CAD A B C&D y!� of SEz W under23'-+7w--W--T--+70m +7-90 +7&-w 00.82.1 r7-80 +70-� +70-78.8 x70-00 470-00 a7W74.3 +70-90 � ApplTipMAI, E SHEETS 184 FOR • • LOCATIONS AND QUANTITIES.SEE SHEET 25.15118' ♦7-90 +79!•90 +7-90 +70.90 +701-M +70.90 +7048.8 +70.0 +7W40 +7WANCHOR 318' SN 417e1�D • • .• • • (NCHOR 3 FOR ANY ADDITIONAL ANCHORS �t 3S +7-80 +707-90 +701-90 +70-0 +7W-W +70-90 +7-99 +7W40 •70-00 + ♦ p�tgy • • • • REQUIRED FOR THE FRAME ASSEMBLY �� p1aYLYNAtZ, 48' +7p{g9 +7-90 +70.90 +7040 +70-90 +7Or-91) +70.90 +7-80 470.90 +TOt� +7�D0 • • ••• y41N0t%V� Tues. r�.•'1.tGFNg(:'•.�c�,P�i,,l 50.518' +70.90 +701.90 +7-90 +7W40 +7-90 +701-M +7W90 +70180 +70!-90 ♦ r�fgp _ WIDTH or +T-90 +7080 +7090 +70.90 +701.90 +70.91) +7W90 +7-4D +7-90 •70.90 +7040 +70.90 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR = No.;x8705 •'7Y 83' +701-W +701- +70490 +7-W +70-90 +70190 47-90 +70.90 •70.90 +70.89 +70.80 +7W9D LOCATIONS AND QUANTITIES.SEE SHEET 7Y +70f 90 +7090 +7080 +7pt 9p +70-90 +7090 +70-90 x7090 +70/80 +7090 +7080 +7040 3 FOR ANY ADDITIONAL ANCHORS - TB' +70!-90 +70-91) +70.86 +70.80 +70.80 +70.90 +7080 +70-90 +701.90 + ♦ REQLBRED FOR igi:FRAME ASSEMBLY •jJ •• �0 IS .:4 84" +70.90 +70-90 +7W-90 +701.90 +701.90 +70-80 • • • � • TUBE* =n A- TCO• (� NOTES: �SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• i• ••i ••• i ••• '/CONAL C'` a 2)8EE SHEET 4 F-Oi BNUBBE1tREOVIREMEMS. PE.a0T06 • • • • • • • • • • • • • • • • • • •• •• ••• ••• •• •• TABLE 20: — Item fto.# Description mortedal ASSEMBLY DETAILS 0s2" `I 1.124'M+ 1 70M Mein Frame Head,$III&lamb 6063.76 Alum NOM. 434' 2 7071 Anchor Plate 6051-76 Ahart ALL DETAILS SHOWN FROM THE INTERKNi Mir T 125• 3 7003 Sash Top,Bottom&Side Rail 60076 Alumi �J .082' 2.701' 4 70M Frame Corner K $led mss• `' NOM 5 7009 Sash Comer Ke Steel C3) _ -� 08r 6 7078 Frame Gasket Vw Foam 1.159• _ 7 7072 Sash Comer Gasket Vinyt Foam + 2.764• —« 2.138' 8 7070 Bulb Weatherstri .187"x.275" Fit PVC 70 10 7024 Maxim Mulc-PoIMLock Steel SASH 1 FRAME HEAD, 3 SASH TOP, 71 FRAME 11 7026 Lock$ Plate Steel SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE 12 7014 Muld-Lock Keeper Steel AS REQUIREO HER CORNERS #7002,6063-TO #7003,6063-T6 #7004,6063-TO 13 7013 Tie BarGuWe jjy- TABLE 3.SHEET 4 2 t I 14 7015 TieBerAssemb Steelcr88 t368. 25 7028 Maxim ado rator,WWcsW sled ��/ I� .040^ loom 2 16 7027 Maxim Dual Arm O erator,WW>24" Steel j ,, {t�.441• � i 17 7030 j. Operator Vinyl Foam ; TF 7T =1t 18 7031 Operator WiPlate &eel 7 } � 423 19 7051 MratorSpacerBlock Nylon -03 FIXED • J JT 2D 7032 Stud Bracket Steai ? ADDON FLANGE 21 7033 ratorTrac k&Slider Dual Arm Sled /„1 ANCHOR PLATE 60 SCREEN FRAME (7� 22 7023 Egress Hbkge He Duty),Marmf. Toth Steel ((�� ��<�/ #7071,6063-T6 #7006,6063-T6 #134,6063-T6 23 7050 e$aHine/Washable HD ManLd. Truth S� C5 24 :Ebert,Anti-blowout Clip Steai 31 Dura Sea) cer 9teai 708 32 1713 SettinA Block x 3/16'x 1-1/4" EPDM �1 33 1714 Setting Block 5/32"x7/16'x1-3/4" EPDM 85 865. • 35 70% Laml Bead B W83-T6Alt 36 1 7042 tami Bead C ONVIS;Alum. 37 7059 tami Bead D W8348 Alum. 1 38 1224 Vinyl Bulb ick FIN PVC 70 35 BEAD B (36 BEAD C Ws 39 1225 Vinyl Bulb Wst in Flux PVC 70 ® S #7036.6003-T6 \ #7042,6063•T6 50 Dow 899Siliconflackbeddi INTERIOR 60 7006 Screen Frame 31064414 Akan. .17r 61 7040 ScreenConerK PaVpropcese 6 62 1 Screen Cloth Abmrolams (� - 63 1 2635 IScreens line EM.PVC 4 570• A89° 64 320 Screen n Sleintese stem) �. � 70 134 Add-on Fla =348 Alum. FRAME mss" 71 7004 Frame Ass Tube 6083-76 Alum. 80 /18.32x1/2"Ph.Pn.Mach.ScrTYPE B Stainless sled CORNERS (3� BE4DD PRODUC:TRUISED 81 1157 #Sx r Ph.Pn.SMS stainless Steel #7059,6063-T6 "�,„„Ptyi with fha F7orkla 88 n+tilJiaa Cate 82 tax 5/81 FI.Ph.SMS Stainless Sled 1 t k't t tit/, Accepwme No�'fl�4• 83 #8 x 71T Fl.Ph.SMS Stainless stew • • Rev xd gy pole: Rev,'si-s: 84 tl8x 1"FI.Ph.TEK Stainless Steal � :'.��:1•'�,k�'`., �r��y,��.i i i �-- by 85 #8x 1"Clued Pn SMS Swaim Steel = f.• 1L 'i'- Y i•• • 86 #8X i- C81ad Pn SMS Swi lose 8teai i • • • • •;i • Revised By. owe. Ro�siw a • ••• t•io.�asta • •=• • LM 5/15/15 -CHANGETH+sstlEEr 87 410x r Ph Pn./TEK Stakdees Steel 99 #10.24x 9/16"Ph.Pn.TYPE F stainless Sled 0',C( Descry ion Drown py. 90 #12x1"Ph.Pn.TEK Stainless Steal -7/u 1.57 :'f Y_• ® BOM AND CORNER VIEWS J ROSOWSKI • • 1j°Q,''., �,�p{��•' • lU (.NNOLOGY DRNE irate. pot;: •• c ;'"� �\�c�`;, ; : t IBOX 1529 CE, FL 29 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 PV ••• •• rr 1 r�y�•k l,f:• ± i IS, FL :14274 S—./klode7: Se;le: ..hest: growing No. Rev: k LYNN MUM P.E CERT OF AUTH. #29296 CA-740 NTS 10 OF 10 MD-CA740-LM A P.e.a Bm706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • f f •• •• ••• • • • ••• • • NEW 54°X39' OUT-SWING g _m° CASEMENT WINDOW IN Z z EXISTING PRECAST < 0 LAY 8 MED. CAB. CONCRETE FRAME, PGT WINGUARD CA-I2�0,NOA OPEN SHELVES '....� v,...i.. EQ. EQ. ul Y4�(o° . . • (-' OUGI-I 15-0519.13 ABOVE ...... ..:.•U p....:. NEW MED 21-1 I O� t�II�1 I W O TER AND EXISTING BASE CABS DISHWASHER """ + :.. .: - CAB. '-'' • • • LL Woos EW SINK NEW KITCHEN SINK, •••• •••• '. e — VANITY AND9 — — — — E�— HARDWARE AND '� ... .. �+ COUNTERTOP GARBAGE DISPOSAL ...... ' NEW FRANCES TILE FEATURE NEW 111 ~ • MASTER17 0 �n REFRIGERATOR ••••J v• BEDROOM GLASS DOOR WALL NEW TOILET AT IN CAB .":'I� � ' i 00' NEW ATHROOM I NEW LOCATION KITCHEN t PARTITIONS NEW MIGROCONCRETE GARAGE 111 = m! — — — — - ,� I FRAMELESS GLASS FLOOR TOPPING (NOT IN SCOPE OF R PARTITION AND OVER EXISTING D 1 D2 `�' I DOOR SUBSTRATE WORK) = NEW GLASS r — ------------ a PARTITION I I NEW BATHTUB NEW A/ N I I NEW COUNTER <t CEILI —I I NEW SOAP NICHE O O AND BASE CABS ---------- - IN NEW FURR-OUT L — J mm EXISTING DOOR 3'_3° ° r5,_4° — — EXISTING RANGE NEW WALL TO REMAIN AND MICROWAVE DINING ROOM GABS ABOVE LIVING ROOM (NOT IN SCOPE OF WORK) ABOVE (NOT IN SCOPE OF WORK) N W O2 ��T�� I o W <� FLOOR PLAN a-t SCALE ua- . r•0. APR.0 5 2016 v� W W ff'= OWC IBM O NEW J-BOX FOR NEW RECESSED W <a DECO FAT V\E / DOWNL IGHT, TYP. J Z PEND4NT I NEW EXHAUST FAN — J O NEW WALL !70/1 MASTER WASHING fOIN BEDROOM RECESSED raphael levy DOWNLIGHTS BATHROOM ZEXISTING KITCHEN AR00094779 PTD. EXPOSED GARAGE CEILING OR PTD.GWB EXPOSED PTD. (NOT IN SCOPE OF comm no. CEILING, TO BE NEW A/C ACCESS O , - O ® CEILING AND WORK) 1537 DETERMINED UPON PANEL W/ RETURN LIGHTING TO UNCOVERING EXISTING GRILLE REMAIN date: CONDITIONS ''m 9/15/15 " o O revised: NOF 10!5/15 S.D.COMMENTS ®3/15/16 OWNER REVISION LIVING ROOM DINING ROOM (NOT IN SCOPE OF WORK) (NOT IN SCOPE OF WORK) N .sheet no. REFLECTED A-1 2 CEILING PLAN A-1 SCALE 1/4- - P-0- < EXISTING •••• �� PTD. GWB • • '••••'� 'noose•• . - ...... ..•. VIFY H H [F-� U o..... — • - +. • NEW WALL L1Nj: * EXIST•I 4.'LL, w•••to CABINETS EXISTING PTD.GWB RQOF•JOISTS, . .. �..: ' EXISTING EXISTING GWB, BE' y �"'1:' MICROWAVE PTD. BLUE NE:U•J04PD .000 •• III ~....:. m •.... J .....•NEW WOOD SI-},ALF • NEW QUARTZ SHELVES • • • W 8 u; BACKSPLASH 00 IL ~ 6' } NEW NEW QUARTZ NEW QUARTZ = °° QUARTZ COUNTERTOP COUNTERTOP COUNTERTOP _ _ 00 00 00 U a � EXISTING RANGE , cnNEW BASE NEW BASE m NEW BASE / / J CABINETRY CABINETRY - CABINETRY 17F— III KITCHEN KITCHEN -j SOUTH ELEVATION 2 WEST ELEVATION V p A•Z SCALE 3/8' ■ 1'-0' A•Z SCALE 3/8' ■ P•0' uj O Lu 3 yLu � w� NEW 54'X39' OUT-SWING O 02 CASEMENT WINDOW IN EXISTING NEW MEDICIN PRECAST CONCRETE FRAME, PGT W LV EXISTING WINDOW CABINET WINGUARD CAl2m, NOA "15-0519.13 J Z EXISTING PTD.GWB NEW WOOD SHELVES NEW WOOD NEW WOOD m� SHELF NEW QUARTZ COUNTERTOP SHELF } ALIGN / F7: AND BACKSPLASH. ALIGN T.O. MED CAB AND B.O. SHELF AND % WINDOW HEAD WINDOW HEAD z PF raphael levy AR00094779 cn > } > C� A-4 _ / NEW SHELF comm no. } A ALIGN > 1537 1110 ' B.O. SHELF AND > WINDOW SILL NEW TILE date: o \ / BACKSPLASH 9/15/15 — = NEW VESSEL SINK revised: 0 \ / �, L - JJ AND HARDWARE 311SN6 EXISTING REF. IN N NEW FLOATING &OWNER REVISION NEW CABINET = BASE CABINETS KITCHEN EXISTING EXISTING WINDOW BATHROOM sheet no. 3 NORTH ELEVATION DISHWASHER EXISTING SINK AND HARDWARE NORTH ELEVATION A-2 A-s SCALE 3/8' - P-0' TO BE REPLACEDA-Z SCALE 3/8' . 11-0' I I I a z 0 I p I I I I � G I I m O �ooaQ I � o EM-114 O ozz ® a O.x -pI-rlm m o � 0 ® 4 61` m Z IbOzm O ► zt7 � " t-4 m w i . .i`:. a a Lnv a Nm 4_< Izc» » -' 3 1 I � z I 1 L — — — — — — — i .. ... .. . . . .. W . . . . . . ... . . � mn n .. .. . . . . . . . n am .. . . . . . . 3 oz LEVY RESIDENCE CH0 PF L=VY•FISCAkXN rt p W to � CD h Q �1 W � A ` INTERIOR REMODEL A R C H I T E C T U R E + D E S I G N � •• � y 10276 NE 12 AVE. •i• i i i i •i• i i COM 0 ! Ql MIAMI SHORES,FL 33138 laM anlL ROM8 331 rude tot • • • •• • • f0�o a3.m Z 0 of •• 0 0 0 00 00 • _ -40 PSF 04 � •...s. +37 PSF _ ••• 0 • as •• NOA. 15-0519.130•0•0• •• H •••••• T OF'RCb • �' W f•.•.• EL94 ( •••. A�ya�� C ! • • • • . / , ••.!•• EC •..• : 0.4 ouLL ;....� OF GROUND - - nnn \ III x u U a '-00 ZONE ZONE ZONE NORTH ENATION SOME 3AW-r-a' V jr WIND LOADS ON COMPONENTS & CLADDING .o y ( ZW 10 SM FG 20 SQ.Fr. 80 S0.FL: 100 Sft�FE =80.PL 800 SD.n Q 1 -10.1 -am -37.8 -,71,7 -50.7 --J9.7 111 . Wo TAM=pA (( { UK ma -7.2 -90.1 -51.1 -13J -138 -15.8 I. r WCOMM i AT Ir OA , ® -100.1 _83.8 -81.0 -13.8 -13.9 -+39 PW FOR>t�LFNu of Fa 91>.9U016 t9o"9 a Z PLEABE/pRFpFpPRli 10 FI10E1 OIDIYalAL .7 -SBA -39.1 -51.2 -328 8 Fm SP&Al =o&m -IBA -1&7 -.0.8 -57.8 -Sb7 -3U t #78.7 +3.1 +35.0 +31.1 +28.8 +27.5 P mphael levy WASOMt +0� AR00094779 1.aa�aF W&al�O 4 PRS WM NOW ARE &ARE SAM UPON comm no. I� �8 1537 Z 0@M M MOM=&MOC WLY. &ARB 10 B6 UM As MOW Mom S.IT 6=$00 Me M W 1M W M/D00R MANWAORNM AS A SMMLW 1x8 P.T.M0. date: 70 QA""'E&OE11a EA.Mi V MdfD P 8 As �c c".) a a�roc caoE TO R W D00R "" Mam P s 9/15/15 '' M MMWM MLA 1i0 w 1MNDOW BUCK DETAIL revised: WO MAA SYSIO111 PART OF IM PR0.8= _ A 8.ALL lafiMM MNDOM&DOOR ASSY PRMUOT APPROVALS OW QM BE FOR �WlH WE OWWW DRAW=P W I 70 7WAO@IOY NA BORON / WIND LOADS PER ASCE 7-10 & 2014 FEC ,e ra BW OF LR Pw� 10 n�s sa 2911 MW REV18,�.Ut P V.H.Z. 1108 9LBAlO1=RAS SM OEM AS'DMMASW&RWMW DVAOT R09 Wff MABs OR MRM 10 OWLY 9f O+FW==W UM1.2&1= sheet no. AUDWM ROOML Ft P. _ S-1 f • 00000• ••i• • • •ilii• •i•0 60.00• IL N REVIS wKm"h I S I N ' • c • 000:04 •106.0 , t 0 i • 00.00 i:i : •illi• 0:640• • •f •• •• • c I y 0 0 0t:•i• l • • • All 000:0• • • • e �° sisffi 0000:` 000900 0 • i CEIV T- . so l 0 AP 05 2016 c 0— p . .. c OL PERMIT# c7t �1 MIAMI SHORES VILLAGE-.- BUILDING ILLAGEBUILDING DEPART MEET APPROVED BY DATE CONING -�UCTURAL �/Ga ECTRICAL PLUMBING MECHANICAL --- O COMPLIANCE WITH ALL Fl DE ,,L,STATE APIC COUNTY,