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WS-13-414Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 186566 Permit Number: WS- 2- 13-414 Scheduled Inspection Date: March 14, 2013 Inspector: Bruhn, Norman Owner: DIAZ, ANGEL Job Address: 9917 N MIAMI Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: LOWES HOME CENTER INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060131250 Phone: 407/370 -2872 Building Department Comments REMOVE & REPLACE BACK DOOR Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 13, 2013 For Inspections please call: (305)762 -4949 Page 17 of 37 Miami Shores Village 0 I03Lcoo` Building Department '0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 WS\ Permit No. 434 Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Ty I RROFING Address: t '"t Ki k City: V Y V 1 Y tate: Zip: Y• e: ;BUILD OWNER: N e Fee Simple Title older): Q� Phone#: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: — t"°"t k' r "(01/4i 01/4 I c City: Miami Shores Pr County: Miami Dade Folio/Parcel #: , 3z G 3 f Z-5 Is the Building Historically Designated: Yes NO C7K. —zip: 551x) Flood Zone: CONTRACT o' any Name: Lo C Address: l - M City: ./ . A 0 _ State: FC. Qualifier Name: _e, '� 7a0 Y-0 VR 2gr✓ Zip: Phone#: State Certification or Registration #: C ' C' Se © ((l certificate • -- + mpetency #: Contact Phone# ) f5741 657Email Address: DESIGNER: Architect/Engineer: Phone#: s0 Value of Work for this Permit: $ 1c) Square/Linear Footage of Work: Type of Work: DAdditie Qlterati n UNew ❑Repair/Replace y ❑Demolition Description of Work: v 0 ''4 �Q� -t� Dory- -1-"o l NA(1.--kt--) L. t9 C 1 . vul4 x� ................................y. �..... x�a� ............a� *a��x.******.** ** Submittal Fee $ Permit Fee $ C1/ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Comp,ai9y'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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS. POOLS, FURNACES. BOILERS, HEATERS. TANKS and 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 Appiicc4nt: 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. L : absence of such posted notice, the inspecti ill not be approved and a reinspection fee will be charged. Signature Own or Agent The foregoing in trument was acknowledged before the du The fore oing in,� 1 ment was ackn day �►y�J , y �1 b� day of �� 20 Y olf is personally known to • e or who has produced who is � ° rsonally known t � me or who has produced �' ` As identification and who did t. ' `t $5a. o as identification and who did NOTARY PUBLIC: !, Signature NOTARY PU Sign: Print: My Commissio * * * * * * * * * * * ** LIC: V Expires: Sign Print: My Commission Expires: * * * * * * * *_*** **+r*x **** **************** ****** ** x ********* * * *** ::a:****** * *** x******** **** * * **** APPROVED BY y� � R. < . Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10!2009) {Revised 3/15/09) H coner:Distance (indicate i g# orrnatigtt Structure: SFR,J6 Corw1o//Twnhse_ 4 of stories / eat); roof: Height 43 ri th Project' Window : Doors CondolT hse: Corner (Jnit(Y/N( if('Q.size:' in-- Doors:::Overhang(Y /N): if(Y) size :H ' - C) shutters present(Y /N): if(Y):type nd'oate alternate means of egress on drawing* int gate interior Iayout to Include bedrooms* .Customer Names •. Mess Ow ra atl Ao ink# ep raii • Detaile WIND1.0 Wind Load Design (Method 2) per ASCE 7 -10 Analysis by: EDWARD TORRES 1327 CROTON COURT WESTON FLORIDA 33327 PHONE 9 559 -0290 AR# 094792 870 scription: DIAZ RESIDENCE 9917 N. MIAMI AVENUE MIAMI SHORES FLORIDA ..M.y' 840 - Building 640 830 175 mph 820 II 0.2281 810 C I *(zm/33)^Epsilon 800 1 Hz 780 4.0 :12 770 18.4 Deg 760 Hipped . 391...x :.., . 750 1 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 740 10.00 ft 720 I 17.00 ft 710 13.00 ft 700 44.00 ft 690 40.00 ft 670 Importance Factor 1 1 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = zg = 9.500 900.000 At = 0.105 Bt = 1.000 Bm 0.650 Cc = 0.200 I= 500.00 ft Epsilon = Zmin = 0.200 15.00 ft 600 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 650 Max + 640 Zmin I 0.33 630 No Importance Factor 1 1 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = zg = 9.500 900.000 At = 0.105 Bt = 1.000 Bm 0.650 Cc = 0.200 I= 500.00 ft Epsilon = Zmin = 0.200 15.00 ft 370 350 330 320 310 300 290 280 270 360 340 Condition 600 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 ,) Max + 580 Zmin I 15.00 ft 570 Cc * (33/z)^0.167 0.2281 0.55 560 I *(zm/33)^Epsilon 427.06 ft 550 (1/(1 +0.63 *((B +Ht) /Lzm)^0.63)) ^0.5 0.9217 1 0.18 540 0. 925*(( 1+ 1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8838 . 391...x :.., . 380 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 370 350 330 320 310 300 290 280 270 360 340 Condition Gc pi Max + Max - Open Bu ldings 0.00 0.00 Partially inclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 -0.18 2/14/2013 (127 Developed by Meca Enterprises, Ind. Copyright 2006 Page No. 1 of 6 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com 2/14/2013 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 230 210 200 190 Kz Kzt , qz Pressure (Ib/ft^2) Windward Wall* Leeward Wall Total Shear Moment Ib /ft^2 +GCpi -GCpi +GCpi -GCpi + /-Gcpi (Kip) (Kip -ft) 17 0.87 1.00 68.33 39.71 53.21 -22.69 -9.19 62.40 5.49 5.49 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.49 93.35 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.49 175.72 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.49 258.09 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.49 340.46 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.49 422.83 15 0.85 1.00 ' 66.55 38.51 52.01 -22.69 -9.19 61.19 5.49 505.20 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.49 587.57 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.11 629.56 17 0.87 1.00 68.33 39.71 53.21 -22.69 -9.19 62.40 5.60 634.94 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 724.50 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 808.47 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 892.43 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 976.40 15 0.85 1.00 ; 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 1060.36 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 1144.33 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 1228.29 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 1312.26 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 1396.22 15 0.85 1.00 1 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 1480.19 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 1564.15 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 1648.12 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 1732.08 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 1816.05 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 1900.01 15 0:85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 1983.98 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 2067.94 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 2151.91 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 2235.87 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 2319.84 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 2403.80 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 2487.77 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 2571.73 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 2655.70 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 2739.66 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 2823.63 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 2907.60 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 2991.56. 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 3075.53 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 3159.49 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 3243.46 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 3327.42 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 3411.39 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 3495.35 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 3579.32 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 3663.28 Developed by Meca Enterprises, Ind. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com Page No. 2 of 6 2/14/2013 WINDI0 Method 2) per ASCE 7 -10 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 374725 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 3831.21 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 3915.18 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 3999.14 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 4083.11 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 4167.07 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 4251.04 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 4335.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 4418.97 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 4502.93 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 4586.90 15 0.85 1.00 , 66.55 38.51 52.01 -22.69 -9.19 61.19 . 5.60 4670.86 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 4754.83 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 4838.79 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 4922.76 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 5006.72 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 5090.69 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 5174.65 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 5258.62 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 5342.58 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 5426.55 15 0:85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 5510.51 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 5594.48 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 5678.44 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 5762.41 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 5846.37 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 5930.34 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 6014.30 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 6098.27 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 6182.23 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 6266.20 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 6350.16 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 6434.13 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 6518.09 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 6602.06 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 6686.02 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 5.60 6769.99 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 45.99 7156.86 Note: 1) Positive forces apt toward the face and Negative forces act away from the face. Fiatire 6-6 - External Pressure Coefficients, Co Loa4ls on Main Wind -Force Resisting Systems (Method 2) Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com Page No. 3 of 6 Detaile WIND10 Wind Load Design (Method 2) per ASCE 7-10 q _p 4 L , - ' - toioura, 'Amir:s9A034.44- 411foldoka Mnioaton Kh 2.01*(15/zg)A(2/Alpha) -., 0.85 Side Walls i -0.70 -29.06 Kht Topographic factor (Fig 6-4) 1.00 -6.11 Qh 00256*(V)A2*1*Kh*Kht*Kd 37.50 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 -18.11 Qhcc 00256*VA2*1*Khcc*Kht*Kd 37.50 psf 10,111001§w• ' ' ' ::::.:--"'"7,.:::::":-, ',... ' .:::::'„ ...011V.:,..0 *ma Surface 1 Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) : 0.8 1:.;o::aotaostaogmo - 70:004:00010::::: -.:' ., .AtREEMASWASMis Roof Area (sq. ft.) - Reduction Factor 1.00 Ca t 4tiou*,it Wind Normal A dditiona( Runs may be Ynn. for Pressure 0 - --'*-- ,,, - ,-,... -GCp1 Leeward Walls (Wind Dir Normal to 44 ft wall) -0.50 -22.69 -9.19 Leeward Walls (Wibd Dir Normal to 40 ft wall) -0.48 -22.05 -8.55 Side Walls i -0.70 -29.06 -15.56 ._..-_RoOf 4 Wind Normal to.Ridge.(Theta,>F10)fo0 Wind Normal to 44 ft face 1.:: .r.-_•-'..:. Windward - Min Cp -0.40 -19.61 -6.11 Windward - Max Cp 0.08 -4.27 9.23 Leeward Normal to Ridge -0.57 -24.86 -11.36 Overhang Top (Windward) -0.40 -12.86 -12.86 Overhang Top (Leeward) -0.57 -18.11 -18.11 Overhang Bottom (Applicable on Windward only) 0.80 45.26 45.26 Roof : =Winti Parallel to Ridge (All Theta) for Wind Normal to 40 • ft face Dist from Windward Edge: 0 ft to 26 ft - Max Cp -0.18 -12.49 1.01 Dist from Windward Edge: 0 ft to 6.5 ft - Min Cp -0.90 -35.44 -21.94 Dist from Windward Edge: 6.5 ft to 13 ft - Min Cp -0.90 -35.44 -21.94 Dist from Windward Edge: 13 ft to 26 ft - Min Cp -0.50 -22.69 -9.19 Dist from Windward Edge:2 26 ft -0.30 -16.31 -2.81 Kh = Kht = Qh = Theta = * Horizorltal distance from windward edge Figure 6-10 - External Pressure Coefficients, GCpf Load on Main Wind-Force Resisting Systems w/ Ht <= 60 ft 2.01*(15,fzg)^(2/Alpha) Topographic factor (Fig 6-2) 0.00256 (V)^2*ImpFac*Kh*Kht*Kd Angle of Roof 0.85 1.00 37.50 18.4 Deg Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com 2/14/2013 Page No. 4 of 6 Detaile WIND10 Wind Load Design (Method 2) per ASCE 7 -10 Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.52 0.18 -0.18 66.55 22.37 46.33 2 -0.69 0.18 -0.18 66.55 -57.90 -33.94 3 -0.47 0.18 -0.18 66.55 -43.14 -19.18 4 -0.42 0.18 -0.18 66.55 -39.60 -15.64 -0.45 0.18 -0.18 66.55 -41.93 -17.97 6 -0.45 0.18 -0.18 66.55 -41.93 -17.97 1E 0.78 0.18 -0.18 66.55 39.91 63.87 2E -0.54 0.18 -0.18 66.55 -47.92 -23.96 3E -0.51 0.18 -0.18 66.55 -45.92 -21.96 4E -0.62 0.18 -0.18 66.55 -53.08 -29.12 p = qh * (GCpf - c Cpi) Figure 6 -11 - External Pressure Coefficients, GCD Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a Hipped Roof 7 < Theta <= 27 2/14/2013 Developed by Meca Enterprises, Ine. Copyright 2006 Page No. 5 of 6 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com WIND1 0 Detailed Wind Load Design (Method 2) per ASCE 7-10 a = 4 j ==> 4.00 ft DoubI Click on anv data entiv line to receive a help Screen Component Width (ft) Span (ft) Area (ft^2) Zone GCp Nind Press (1b/ft^2 Max Min Max Min - -- .. ..- .• .• 2. DOOR 2.5 6.67 16.68 4 0.96 -1.06 42.78 -46.53 Note: * Enter Zone 1 through 6, or 1H through 3H for overhangs. 2/14/2013 EINA: Kat tN9 Developed by Meca Enterprises, Inb. Copyright 2006 Page No. 6016 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com Florida Building Code Online 1 tice3ieefndm: nui; :e;ai Page 1 of 4 User Registration 1 Hot Topics Submtt Surcharge 6 Stats S. Facts / Publications 1 FBC Staff 1 BCIS Site Map 1 Unka 1 Search 1 Product Approval USER: !tublic User product Approval Menu > Product or Aoolication Search > Application Ust > Application Detail FL # Application T pe Code Version Application Status Comments Archived Product Man acturer Address /Pho a /Email Authorized SI nature Technical Reiresentatve Address /Phone /Email Quality Assu Address /Pho Category Subcategory nce Representative e /Email Compliance Method FL8692 -R4 Revision 2010 Denied Reviewed 4/4/12 r -a 4/13/12 Denied after over 180 days inactive TB 1/28/2013 0 Masonite International 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschrelber@masonfte.com Steve Schreiber sschreiber @masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By National Accreditation & Management Institute, Standard Year. TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Apprfovai Method Method 1 Option A Date Submitted 03/11/2012 http: / /www.fl.oridabuilding.org/pr /pr app_dtl.aspx? param= wGEVXQwtDqu38PIGV2h %2... 2/27/2013 Florida Building Code Online Date Validated Date Pending FBC Approval Date Denied 01/28/2013 Page 2 of 4 Summary of Products FL # Model, Number or Name Description 8692.1 uHurricane Belleville Fiberglass Door Unit 6' -8" Opaque I/S and O/S Single Door Limits of Use Approved fpr Approved for Impact Re Design Pre Other: Eval Florida Builds Hurricane Zo determined pressures Ii Hurricane pr use in HVHZ: Yes use outside HVHZ: Yes Istant: Yes ure: +70.0/ -70.0 ated for use in locations adhering to the g Code Including the High Velocity e, and where pressure requirements as y ASCE 7 do not exceed the design ed. 3' -0" x 6' -8" max nominal size. tective system is NOT required. See anchor Certification Agency Certificate FL8692 R4 C CAC NI007077.01.Ddf Quality Assurance Contract Expiration Date 12/31/2014 Installation instructions FL8692 R4 II FLO170.odf Verified By National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8692 R4 AE 504A.odf detail DWG- A- FLO170 -07 for additional information. 1 Created by Independent Third Party: Yes 8692.2 (Hurricane Belleville Fiberglass Door Unit 8' -0" Opaque VS and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved ¶or use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/ -70.0 Other: Evaluated for use in locations adhering to the Florida Build ng Code including the High Velocity . Hurricane Z¢ne, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 3' -0" x 8' -0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG - 4A- FL0171 -07 for additional information. Certification Agency Certificate FL8692 R4 C CAC Ni007077.02.Ddf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8692 R4 II FLO171.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8692 R4 AE 503A.Ddf Created by Independent Third Party: Yes 8692.3 Hurricane Belleville Fiberglass Door Unit 6' -8" Opaque VS Single or Double Door w/ or w/o Sidelites Omits of U e Approved or use in HVHZ: Yes Approved or use outside HVHZ: Yes Impact R istant: Yes Design Pr ssure: +50.5/ -50.5 Other: Ev uated for use In locations adhering to the Florida Bull ing Code including the High Velocity Hurricane Z ne, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12' -0" x 6' -8" max nominal size. Hurricane p tecdve system is NOT required. See anchor detail DWG-IMA- FL0170 -07 for additional information. Certification Agency Certificate FL8692 R4 C CAC NI007077.01.Ddf Quality Assurance Contract Expiration Date 1 12/31/2014 Installation Instructions FL8692 R4 II FLO170.odf Verified By: National Accreditation & Management Institute, - Created by Independent Third Party: Evaluation Reports FL8692 R4 AE 502A.odf Created by Independent Third Party: Yes 8692.4 Hurricane Belleville Fiberglass Door Unit 6' -8" Opaque O/S Single or Double Door w/ or w/o Sidelites Limits of Approved Approved Impact R Design Pr Other: Ev Florida Bull Hurricane determined pressures Ii Hurricane protective detail DWG; se for use In HVHZ: Yes for use outside HVHZ: Yes sistant: Yes ure: +55.0/ -50.5 luated for use in locations adhering to the ing Code including the High Velocity one, and where pressure requirements as by ASCE 7 do not exceed the design d. 12' -0" x 6' -8" max nominal size. system Is NOT required. See anchor MA- FL0170 -07 for additional information. Certification Agency Certificate FL8692 R4 C CAC NI007077.01.Ddf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8692 R4 II FLO170.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8692 R4 AE 502A.odf Created by Independent Third Party: Yes 8692.5 Hurricane Belleville Fiberglass Door Unit 8' -0" Opaque VS Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/ -50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane one, and where pressure requirements as I Certification Agency Certificate FL8692 R4 C CAC NI007077.02.Ddf Quality Assurance Contract Expiration Date 12/31/2014 Installation instructions FL8692 R4 II FLO171.adf Verified By: National Accreditation & Management Institute, http: / /www.floridabuilding.org/pr /pr app_dtl.aspx ?param= wGEVXQwtDqu38PIGV2h %2... 2/27/2013 Florida Building Code Online Page 3 of 4 determinedly pressures II Hurricane protective detail DWG- MA- ASCE 7 do not exceed the design ed. 12' -0" x 8' -0" max nominal size. system Is NOT required. See anchor FLO171 -07 for additional information. Created by Independent Third Party: Evaluation Reports FL8692 R4 AE 501A.pdf Created by Independent Third Party: Yes 8692.6 Hurricane Belleville Fiberglass 1Door Unit 8' -0" Opaque O/S Single or Double Door w/ or w/o Sidelites Limits of Us{e Approved for use in HVHZ: Yes Approved fpr use outside HVHZ: Yes Impact Resistant: Yes Design Pre ure: +55.0/ -50.5 Other: Eval ated for use In locations adhering to the Certification Agency Certificate FL8692 R4 C CAC NI007077.02.0df Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8692 R4 II FLO171.pdf Florida Building Hurricane Z determined - pressure i u - e protective detail • G- Code including the High Velocity ne, and where pressure requirements as • not exceed the design ed. 12' -0" x -0" max nominal size. system - NOT required. See anchor MA- FLO171 -07 for - ddltlonal . • �- -- . - -. Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8692 R4 AE 501A.odf Created b - . • ent Third Party: Yes 8692.7 1Hurrica . = - lievilie Fiberglass Door Unit 6' -= -zed I/S and O/S Sin• = or Double Door w/ or w/o elites Limits of USe Approved for Approved for impact Resistant: Design Pressure: Other EvaQuated Florida Building Hurricane Zone, determined pressures listed. Hurricane protective use in HVHZ: Yes use outside HVHZ: Yes Yes +55.0/ -55.0 for use in locations adhering to the Code including the High Velocity and where pressure requirements as by ASCE 7 do not exceed the design 12' -0" x 6' -8" max nominal size. system is NOT required. See anchor j.IA- FL0172 -07 for additional information. Certification Agency Certificate FL8692 R4 C CAC NI007077.03.pdf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8692 R4 II FL 0172.pdf Verified By: National Accreditation & Management Insttute, I; Created by Independent Third Party: Evaluation Reports FL8692 R4 AE 502A.odf detail DW - Created by Independent Third Party: Yes pHurricane Belleville Fiberglass Door Unit 8' -0" Glazed I/S Sin•, e or Double Door w/ or /o Sidelites Limits of • Approved Approved Impact Resistant: Design Pressure: Other. Eva se Z: Yes Certifi : • gency ■: • •2 R4 C CAC NI007077.04.odf • or use outside HVHZ: Yes Yes +43.0/ -47.0 uated for use in locations adhering to the Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8692 R4 II FL 0173.pdf Florida Build Hurricane Zone, determined pressures listed. Hurricane protective detail DWG- ng Code including the High Velocity and where pressure requirements as by ASCE 7 do not exceed the design 12' -0" x 8' -0" max nominal size. system is NOT required. See anchor MA- FL0173 -07 for additional Information. Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8692 R4 AE 501A.pdf Created by Independent Third Party: Yes 8692.9 Hurricane Belleville Fiberglass Door Unit 8' -0" Glazed O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved or use in HVHZ: Yes Approved or use outside HVHZ: Yes Impact Re istant: Yes Design Pr ssure: +47.0/ -45.0 Other Eva uated for use in locations adhering to the Florida Bull ing Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12' -0" x 8' -0" max nominal size. Hurricane p Iotective system is NOT required. See anchor (detail DWG- MA- FL0173 -07 for additional Information. Certification Agency Certificate FL8692 R4 C CAC NI007077.04.odf Quality Assurance Contract Expiration Date 12/31/2014 installation Instructions FL8692 R4 II FL 0173.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8692 R4 AE 501A.pdf Created by Independent Third Party: Yes 8692.10 Hurricane Belleville Fiberglass 18' -0" Glazed O/S Single or Double Door w/ or w/o Door Unit Sidelites (with surface bolts) Limits of Use Approved for use to HVHZ: Yes Certification Agency Certificate FL8692 R4 C CAC NI007077.04.pdf Approved Impact Resistant: Design Pr Other: Eva for use outside HVHZ: Yes Yes ssure: +55.0/ -55.0 uated for use in locations adherng to the Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8692 R4 II FL 0173.odf Florida Bull Hurricane Z determined pressures listed. Hurricane p ing Code including the High Velocity ne, and where pressure requirements as by ASCE 7 do not exceed the design 12' -0" x 8' -0" max nominal size. otective system is NOT required. See anchor Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8692 R4 AE 501A.odf detail DWGHMA- FL0173 -07 for additional information. Created by Independent Third Party: Yes http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx ?param= wGEVXQwtDqu38PIGV2h %2... 2/27/2013 Florida Building Code Online Page 4 of 4 Back Next( Contact :: 40 1■10119Elcd phone: 850-487-1824 The State of Florida is an ANEE0 employer. Coovrioht 2007-2010 State of Florida. :: tlygaMa=rat Accessibility atMeat BefgpAglatemejn Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please =tact 850.487.1395. *Pursuant to Section 455.275(1), Rorida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The walls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an erne!l address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: MI El Credit C;ird SAFE http://www.floridabuilding.org/pr/pr app_dtlaspx?param=wGEVXQwtDqu38PIGV2h%2... 2/27/2013 , .... . fltottipliny:1:. • ...Mitannitainternational:Corporation:. 1055 i.Potis.:Road:: West Chicago, IL 60185 Product: fiberglass Impact Rated Opaque Inswing or Sidelitea(wrWoodi Frame unless noted) Specification: TAS 201/202/203-94/AST1V1 E330 The “Notice of Product Certification" Is. only valid if the NAIVII certification Label has been applied to the product as describedthin -this &tunnel. The certification - - NAMI's Certified Product Listing at www.Namicertifisation.corn. NARIPs Certification Program i,s accredited by The American National Standards Institute (ANSI). ertifl1iOn 1NO fifieniiiinTinie: 0410001 Eipirtifinn..Datei I2/31/2014 Reiti81014.PPef. .0.../28/2042 -„ Outswing Mar w/ and w/o Impact Rated label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within *Denotes Iiigh Dam Threshold IJes*gfl National Accreditation Management Institute, Inc./4794 George Washington Tel: (804) 684-5124MM (804).684-5122 NAMI AUTHORIZED SIGNATURE: morigl Dighway/Hayes, VA 23072 Configurntion lnswing or Ontawl ( .., Glazed or • a . ue 14100mm Size • Desfgu Pressare P • Water Test Fressure Missil e Impact Rated Test Report•Number Drawing Namber & Cemittent8 • * • . • x Single vs GJaze4 3'0 -it.: ,.6'8 +551-55 t t psf . ... Yes, . moi-knottaii'd$0006 xer* Altchot Deivtil Aka-MIM • . "C Single O/S Olazed .:. ' . VOr x. 6'8" . +551-55 • 600'pSf 825 Yes , NI, • 41043894 . • • misineunPaeo soor x:cfr Atietiot DetanOtiqpii 72437 XX poOlp 11S Glazed . 6,t 61,, . +55/-55 216 psf Yes .KrtAio-33tAl r .mpool.Anttputotooal:Pois446. r,t1.3,712.60'7 XX • Double (NS 01 , • .! X 68" +551,55 6.00psf ..; 8+25 po, .. Yes s , .2.1043894. .. isilii.Wv41117240 XG/OX ,iti let..W/Sidelite VS Glazed . , i . • • • . Gint04.Sideiliel . . 4. "x.: 4 • +55/-5S 2:86, f Door-Yes • . . 0 , .., . . Adeltte-Yea 14C11021041894 • . MaxinumPanit Size;:3401* x•iiiin • ' ' ' - riletaitsAIA.,,•Min-41 ..,.. .... ., . .„: *0"-x .! ' :..' .tr 6" x. 6"8tt • +551-5. 5 +55/-55 600 psf : ts ..iiar.... • 2.86rpsf. . l. der,Yet soeutp-ve§ • '..000r-Yes ' .:Sidai*Y +!,,,s. moiliatioilitetsio ror x sii" MO.& pAtilkAilk;1101.7241. bcrwto-s3894.. mooggi,04:..1. Trx.wr . Anihor:c...: - • '40172,07 'CO/0X ... Single W/Sidelite O/S OizeC.,. Poor ..Giazed Sidalite . . Oilia 44r . 0 idalifeS OXO sifigio.risidentes IJS O/S . G!azed : Door . . ..0464.$10elites:!, • 'q)''' x: 6'S" ...... - +55/-35 600 paf 825psf* 1oor-Vos , •S • elite-Yes. . 1 ..S94 • , • f 3.6':x s'r „.... . , *10172-07 1. _ '-'-'2 (PP Single wiSidelites O 1 0 Double w/Sidelites S • 9:4*.d. Doors Gla*d Si'rielites 1245itx 6'S" +55455 2.861psf • Door-Yes .Sicielitees, • .1 10-1 Maxlmutrtf4.01**: Pr.* (9 r Anootioe,..40mAktoin-67 .14C.TW 0.3A89-1 OXXO • • Double-w/Sidclitcs O/S : Glazed peers G1azeI :8idelites 11'6" x 61 8" +551-55 6.00 psf 8,25 51 1)64-Yes : Sidelito.Yes MaximiTO Nitel $:te: TO" x ft' r . ' ,.., .. r Detail : . , 7247 *Denotes Iiigh Dam Threshold IJes*gfl National Accreditation Management Institute, Inc./4794 George Washington Tel: (804) 684-5124MM (804).684-5122 NAMI AUTHORIZED SIGNATURE: morigl Dighway/Hayes, VA 23072 r_13,/ CIJCIntk° HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6L6" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE .REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2 THIS PRODUCTDOES_NOT REQUIRE OF HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNRION TEMP ASTM 01929 752 'F > 650 'F RATE OF BURNING ASTM 0635 0.58 IN/MIN SMOKE DENSITY ASTM 02843 53.4% TENSILE STRENGTH* ASTM D638 3.2% DIFF 5. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNTTON TEMP ASTM 01929 980 7 > 650 7 RATE OF BURNING ASTM D635 1.04 IN/MIN SMOKE DENSITY ASTM 02843 73.85 TENSILE STRENGTH* ASTM 0638 2.85 DIFF + COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 21" MAX D.L.O. 149" MAX. OVERALL FRAME WIDTH 36.375" MAX. - PANEL WIDTH W /ASTRAGAL 37.5" MAX. FRAME WIDTH • SINGLE DOOR UNIT WITH SIDFI ITF 0 SINGLE DOOR UNIT WTH sioELITE DOUBLE DOOR UNIT W /SIDELITE$ • • 1 i • 11 MI8XIW6toRAIII CartitabriNv Ailtf4 � Q/ R.vwedBr. Dale Rscietut i/tz • DOUBLE DOOR UNIT W /SIDELITES Igh Dam Thres KURT BALTHAZOR FLORIDA P.E. 156533 F. m MISC UPDATES 1J z 0 ial iX O N La O O z OAIE 4/9/07 N.T.S. 96a. 9: SWS CM. 6Y: 0RAR7N6 NO.: 04110-MA-F101 72-07 SHEET 1 Or 3 �� -"1/4116, WHERE WATER INFILTRATION PERFORMANCE IS DESIGN P;1 -., i REQUIRED TO BE 15% OF DESIG ' ' .-� ' OX or X0 111111EMMICEREMIZMI+ MEMIEWIEVAIIMEICI '' ' ' ' ©AMALE OX0 112.5 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +1..4 - .0 01040 149" +55.0 / -55.0 +55.0 / -55.0 +19.0 -19.0 +40.0 / -40.0 +55.0 -55.0 Igh Dam Thres KURT BALTHAZOR FLORIDA P.E. 156533 F. m MISC UPDATES 1J z 0 ial iX O N La O O z OAIE 4/9/07 N.T.S. 96a. 9: SWS CM. 6Y: 0RAR7N6 NO.: 04110-MA-F101 72-07 SHEET 1 Or 3 3" — SEE DETAIL 3. f-3 "2 3•� — 6" 3° 3.. I e l - I 1 —. — I 6" O L6. 6" _ T ,6° — 6. 6" t 3" ...._ 3° I 6 --{ PI 1 0— I 1 i DETAIL "D" 1.375" INSWING THRESHOLD 3" #10 x #10 x 5/8" #10 x 5/8" #10 x 2" 0.962 "1 3" 3" 3" SEE DETAIL "F• DETAIL "C" T� OUTSWING THRESHOLD #10 x 3/4" #10 x 3/4" 1 1.75" 3" 3" i'- SEE DETAIL to q. El 1 Le 0 2 vi DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.124" ANNEALED 0.090" SAFliX W0 (NOA 09- 0127.13) 0.124" ANNEALED 11.047" 'T- HIGH DAM 0/S THRESHOLD DOW 832 OR EQUAL DECORATIVE INSERT (OPTIONAL) • .0124" TEMP. 1/2' BITE =ISM MOO TYPICAL GLAZING DETAIL, IMPACT RATED GLASS DOW QUAL ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL Addenoha9bNAM3 Cadixabm N0: 7'/1110 7./p RevlewedEir. Da1eWont 0 U) to (fl 0 0 0 OATS: 4/9/07 N.T.S. SCALE: ovvc. Br: SWS CNN. BY: MAMBO NO. DWO- MA- F10172 -07 war 2 of 3 SEE DETAIL. 'C' SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2 -1/2 ". 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1/4 ". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1. ~KWIKSET�SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5 -1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25' IdIN t ° �• • • . 0.25" TYPICAL MASONRY ANCHOR INSTAL TION AOdeduntoNA69 Cato* Hoz IJ/ac7 -7 -e, Reviewed By Date U yN MISC UPDATES Da 0 d z DM: 4/4/07 z 0 tn 0 rn scAm N.T.S. Ora en SWS auc. FIN DRAWING NO.: OWG- MA- FL0172 -07 SHEEP 3 OF 3 Luis: R. Lomas P.E. 1432 Wobdford Rd. Manufacturer. Masonite Lewisville, NC 27023 Report #: 502A 336445.9695 Date: 12/29/09 Product: Double Door with sidelites 12'x6'8° Scope: This analysis provides ca culations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product descri red herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-R.0120-05 DWG- MA- FL0132 -05 DWG -MA FL0122 -05 DWG- MA- FL0134 -05 DWG -MA FL0124-05 DWG -MA FL0140 -05 DWG- MA- FL0126-05 DWG- MA- FL0142 -05 DWG- MA- FLO128 -05 DWG -MA FL0143-05 DWG A— FL0130-05 DWG-MA-F10146-06 DWG -MA FL0147 -06 DWG- MA-FL0151 -06 DWG -MA FL0153 -06 DWG -MA FL0155-06 DWG- MA- FL0156 -06 DWG -MA FL0160 -07 Anchors to be qualified: 1. #10 Wood scree, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: Side member dowel bearing strength: Minimum required penetration: Duration Factor: Allowable Design Value: ts= F. = Co = Z'= 1.000 in 4,650 psi 1.330 in 1.6 171 Ibs/anchor (NOS 2005,11.3) DWG- MA- FL0162 -07 DWG- MA- FL0168 -07 DWG- MA- FL0170 -07 DWG- MA- FL0172 -07 DWG -MA FL0174-07 DWG- MA- FL0175-07 Main member: Spruce- Pine -Fir Main member thickness: t„= 1.500 in Main member dowel bearing strength: F.= 3,350 psi Screw bending yield strength: Fyb = 80,000 psi Tabulated lateral design value: Z. 107.0 Ibs Mode IV Fastener type: 3/16° ITN Thome Substrate: Hollow block Minimuin embedment: Minimum edge distance: Tabulated shear design value: Minimum edge distance: Tabulated shear design value: Actual ge distance: Design value interpolation: Z Allowable Design Value: Z'= Z= Z= 1.25 in 1.13 in 112 Ibs 2.63 in 197 Ibs 2.50 in 189 Ibs 189 Ibs/anchor N.O.A. 07- 1126.10 Minimum C to C spacing: Actual C To C spacing: C to C spacing factor: 2.25 in 3.00 in 1.00 Minim nn anchor capacity: 171 Ibs/anchor Note: Anchors with the least capacity Is used for calculatlons to qualify anchors with higher capacity. ,Anchor calculations. minimum reaulred anchors Double. Pressure aaainsi• stops with bump threshold: 36.38 36.38 Al / A2 7925 s,/ Al \i 72.75 1 of 4 Design pressure: 60.0 Zone Area (' f't2) Load fibs) Ind. (n) Max' fn) Anchor Result fibs) QtY Load abs) Al 2.3 138 N/A N/A 171 1 138 OK AZ 7.7 463 6.00 21.00 171 5 93 OK A3 7.7 463 N/A N/A 171 3 154 OK l ber- .. 1t 11 t`E Luis R. Lomas P.E. FL No.: 62514 1/7/2010 2 of 4 Luis R. Lomas P.', E. 1432 Woomford Rd. Lewisville, NC 27023 336 - 945.9895 Manufacturer. Masonite Report #: 502A Date: 12/29/09 Double: Pressure away from stops: 36.38 36.38 t At 1 Al 79.25 Design pressure: 60.0 psf Zone Area Load Ind.. Max 0.C. Anchor Result ODs) A3 Load Al (ft2) abs) On) ) OW 1 Obs) OK Al 10.0 601 6.00 21.00 171 5 120 OK A2 10.0 601 N/A NIA 171 4 150 OK 72.75 bouble. Pressure aaainst stops with saddle threshold: t 36.38 36.38 \Al,\ Y/4 A2 - a4 72.75 bouble with sidelites. Pressure anoint stops with bump threshold: 79.25 Design pressure: 60.0 Zone Area (ft2) Load Obs) Ind. On) MO" . (in) Anchor Result ODs) A3 Load ODs) Al 2.3 138 N/A N/A 171 1 138 OK A2 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 463 WA N/A 171 3 154 OK A4 10.0 601 N/A N/A 171 4 150 OK 37.50 36.381 36.38 37.50 A4/\ Y_� A3 A4 79.25 147.75 bauble with sidelites. Pressure away from stays: 37.50 36.38 36.38 J7.50 t t \Al7 1 1 \Al / 2YA 1 14 1 act YA2 A3 1 A4 1 ff3 j\ / Al \ 1 1 / Al \ 79.25 besign pressure: 60.0 psf Zone Area Load Ind. Max • Armor Result Cap. Q11' Load Al (ft2) Obs) On) ) ) ' Obs) OK Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 WA N/A 171 3 156 OK A. 2.3 138 N/A WA 171 1 138 OK As 77 463 WA N/A 171 3 154 OK Design pressure: 60.0 psf Zone Area (ft) 2 Load Obs) Ind. (In) Max . O� Anchor Result Cap. Q11' Load Obs) Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 8.9 537 WA N/A 171 4 134 OK A4 10.0 601 N/A WA 171 4 150 OK 14775 Double with sidelites. Pressure against stops with saddle threshold: 37.50 36.38 36.38 37.50 \A1 A2 - A4 / Al \ I A7 A4 Al / A2 / Al \ 147.75 79.25 Design pressure: 60.0 psf Zone Area (ft) 2 Load Obs) Ind.. On) 0.C. n Anchor Result ) Q11' Load Obs) Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A N/A 171 3 156 OK A4 8.9 537 N/A WA 171 4 134 OK As 2.3 138 N/A N/A 171 1 138 OK A6 7.7 463 N/A ° N/A 171 3 154 OK A7 10.0 601 N/A N/A 171 4 150 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Lomas • 1432 Woodford Rd. Lewisville, NC 27023 336 -945 -9695 Manufacturer: Masonite Report #: 502A Date: 12/29/.09 Anchor Locations: Double door with sidelites 8 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 3 of 4 Luis R. Lomas P.E. FL No.: 62514 1/7/2010 4 of 4 Luis R. Lomas P.E. 1432 Wotldford Rd. Lewisville, NC 27023 1936- 945..9895 Anchor Locations: 79.25 8.00 TYP. 6.00 13.45 MAX. O.C. 6.00 Manufacturer. Masonite Report #: 502A Date: 12/29/09 Double door 38.38 6.00 TYP. • • 3.00 TYP. 38.38 18.19 TYP. 1 1 1 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. Luis R. Lomas P.E. FL No.: 62514 1/7/2010