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WS-14-252Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206956 Permit Number: WS -2 -14 -252 Scheduled Inspection Date: February 26, 2014 Inspector: Rodriguez, Jorge Owner: MATHON, BERNARD Job Address: 53 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: LOWES HOME CENTER INC suiming Department comments REPLACE 1 FRONT DOOR Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number INSPECTOR COMMENTS False 1121360060130 Phone: 4071370 -2872 February 25, 2014 For Inspections please call: (305)762 -4949 Page 21 of 28 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid February 25, 2014 For Inspections please call: (305)762 -4949 Page 21 of 28 -� Miami Shores Village Building � g p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit No. Master Permit No. W-5 I �s Permit Type BUILDIN ROOFING JOB ADDRESS: '-�> NT'- 1Q'j 'sr City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): r n ar cl Q Cr4�01l Phone #: Address: �1- City: State: T-L- Zip: 33) ?J Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: L (Ou e S 4767 1L cor)—hefr Phone # : %8(0 `i IU L�S Address: ?D (2? ®,C X 8-1 City: ()Z ar dc) State: Zip: Qualifier Name: L'T,+e Phone #: : -G State Certification or Registration # C rso�� X41 Certificate of Competency #: Contact Phone #: -5-0 q (0 Email Address: N -� (� r� �" S �� I • (�� --I- DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ e OSCO • 00 Square/Linear Footage of Work: Type of Work: ❑Addition [,Alteration ❑New 11 ❑Repair/Replace Description of Work: Color thru tile: ❑Demolition Submittal Fee $ Z �_ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 2Z an. ` I*!, Y r • Bonding Company's Name (if applicable) (Bonding Company's Address , City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. /� absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owvr or t— The foregoing instrument' (was acknowledged before me this � f� day of 4n , 20 14 , by rryrd ua+hon , who is personally known to me or who has produced I� As identification and who did take an oath. NOTARY PUBLIC: '+� Notary Public State of Florida QGeoconda Bonilla 6i My Commission FF 084476 Sign: oiw Expires 01105/2018 Print-?z '�o (mac 1 My Commission Expires: UContractor l The foregoing instrument was acknowledged before me this day of v1U a , 20 (, by ' eW f- GRi 4- 60 , who is ern sonally known to me or who has produced as identification and who did take an oath. NOTARY PU I (Votary Public state of Floride Geoconda Bonilla My Commission FF 004475 or Expires 01/05/2018 Sign Print: ne0 -3 /:�010 /lR My Commission Expires: APPROVED BY � Plans Examiner Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk +i The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collectors webs to directly for addrlicnal information. I Facebook Twitter Print [ E-mail Link } Search: Folio, Owner Name or Address Folio: 11- 2136- 006 -0130 Enter either folio, owner name, or address. Properly Address: 53 NE 105 ST Owner: BERNARD F MATHON &W GHISLAINE M Selected Property Information Back to results Mailing Address: 53 NE 105 ST Property Information MIAMI SHORES FL 33132 -2401 Full Legal Description Property Information 1 Primary Zone: 1000 SGL FAMILY - 2101 -2300 SQ Assessment Information Land Use: 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Benefits Information j Beds/Baths/Half: 3/210 Sales Information Floors: 1 Additional Information Livi U 1 1 Featured Online Tools Report Homestead Fraud Tax Comparison i Tax Estimator TRIM Notice f View Taxes i Additional Online Tools j Comparable Sales ng n ts. Adjusted Sq. Footage: 1,849 Lot Size: 9,225 SQ FT Year Built: 1942 NIZI I Scott Randolph, Tax Collector Local Business Tax - ed d 4d�Gim on O to c taonbedt r n 9 o t t lm ua Ouegu f taSl eapnty e tooah,aerr 9tatluorf a �'uert lR aCelpt =� aDsvo n eby hw/" Orm !ge Cr o u nty Florida andVar —ORIGINAL— ." yaT- ?eaq p l tud o'ber1 203 EXP isal CiR7MM GENERALCONT 5x00 1 14 - 1M6 CEI� IRM ROOFWG C0Xr S30A0 4 ) DEPT y�8 ESS OFFICE ti801- o5907» WO 00 t EMPLOYEE, TOTAL TAX `$= = . P�VMSLY PAID MOO TOTAL DUE so.� �, ARO PFrER A ill QUALIM R 494a TE:LLSI:fNf ESL, (MOS>rq l '( :�� Lows "ME: CENTERS JNC A - ORLAMDO, s=2 PC B=781093 PAUk $fta0 ON.M 5774 7tjgrbM3 •77rtare�tpt is aHfaat when valfiq�areQ byfh¢raxtaollaelo� C— w N OD N O -P T O w r w c n 0 _ w 0 .o 4n!- ift Lowe's Millwork Site Plan 2 1! 12 3 13 4 14 5 15 $ 16 7 17 8 18 Corner Distance (indicate opening #3 # f # V� V1 A LVI ^ ucture: SFR, sindo/TWnhse_ # of stories pan roof: Height Length_ 3V- width oject: windows Doors CP ndo/Tvvnllse: Corner Unit(Y /N) !!� my) size: Mors: ©verhang(Y /N): /' if(Y) size t� utters present(Y /N): if(Y) type *Indicate alternate means of egress on drawing* *Indicate interior layout to include bedrooms* REAR Customer Name: - r; ,� YO ti e*Y1 ►` a �-' Address .d"3,1 --�-�- /)7 1,#Al J �J�f �1 �� 313 S- * Measure all openings to apply 25% rule* WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 Analysis by: EDWARD TORRES 841 GARNET CIRCLE WESTON FLORIDA 33326 PHONE 954 559 -0290 AR# 094792 Description: BERNARD MATHON 53 NE 105th STREET MIAMI SHORES FLORIDA 890 880 870 860 0.40 850 No sin r� r 1/22/2014 { 830 8201 For rigid structures Nat Freg > 1 Hz use 0.85 1 0.85 Max - 810 800 Zmin 15.00 ft 790 Cc * 33 /z "0.167 0.2281 780 1* zm/33 "Epsilon 427.06 ft 770 1/ 1 +0.63* B +Ht Lzm ^0.63 ^0.5 0.9256 760 0.925* 1 +1.7 *Izm *3.4 *Q 1 +1.7 *3.4 *Izm 0.8859 610 6001 Since this is not a flexible structure the lessor of Gustl or Gust2 are used 1 0.85 590 570 550 540 530 520 510 500 490 580 pan Condition Gc I Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildings 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com Page No. 1 of 5 1/22/2014 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 450 440 430 420 410 Kz Kzt qz Ib /ft"2 Pressure Ib /ft "2 Windward Wall* Leeward Wall Total Shear Moment +GC I -GC pi +GC l -GC pi + /-Gc i Ki Ki ft 17 0.87 1.00 68.33 39.35 53.57 -23.90 -9.68 63.25 4.81 4.81 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 81.72 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 153.83 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 225.93 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 298.04 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 370.15 15 0.85 1.00 66.55 38.15 52.37 - 23.90. -9.68 62.04 4.81 442.25 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 514.36 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 .4.81 586.47 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 658.58 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 730.68 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 802.79 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 874.90 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 947.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1019.11 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1091.22 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1163.32 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1235.43 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1307.54 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1379.64 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1451.75 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1523.86 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1595.96 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1668.07 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1740.18 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1812.28 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1884.39 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 1956.50 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 2028.60 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 2100.71 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 2172.82 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 2244.92 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 2317.03 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 2389.14 15 0.85 A.00 66.55 38.15 5237 -23.90 -9.68 62.04 4.81 2461.24 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 2533.35 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 2605.46 15 1 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 2677.56 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 2749.67 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 2821.78 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 2893.89 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 2965.99 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 3038.10 15 1 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 3110.21 15 0.85 1.00 1 66.55 38.15 52.37 -23.90 1 -9.68 62.04 4.81 3182.31 15 1 0.85 1.00 1 66.55 38.15 52.37 1 -23.90 -9.68 62.04 4.81 3254.42 Developed by Mace Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial:: http: / /www.docudesk.com Page No. 2 of 5 I , 1/22/2014 WIND10 nafaiipri Winn I nari flpcinn (Mpfhnri 71 npr ASCF 7 -10 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 3326.53 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 3398.63 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 3470.74 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 3542.85 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 3614.95 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 3687.06 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 3759.17 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 3831.27 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 3903.38 15 0.85 1.00 66.55 1 38.15 52.37 -23.90 -9.68 62.04 4.81 3975.49 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 4047.59 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 4119.7 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 4191.81 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 4263.91 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 4.81 4336.02 15 0.85 1.00 1 66.55 1 38.15 1 52.37 -23.90 1 -9.68 1 62.04 1 40.17 4673.3 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) P I r L Variable Formula Value Units Kh 2.01 *(1 5/z ^ (2/Alpha 0.85 Kht Topographic factor (Fig 6-4 1.00 Qh .00256* ^2 *1 *Kh *Kht *Kd 39.50 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 Qhcc .00256 *V ^2 *1 *Khcc *Kht *Kd 39.50 psf Wail Pressure Coefficients, C ` Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof Pressure Coefficients, C toof Areas . ft. - teduction Factor 1.00 Calculations for Wind Normal to 38 ft Face Cp Pressure (psp Additional Runs may be reg'd for other wind directions +GC l , -GC" l Developed by Mew Enterprises, Inc. Copyright 2006 Page No. 3 of 5 PDF Created with deskPDF PDF Writer - Trial:: http: / /www.docudesk.com WIND1O Detailed Wind Load Design (Method 2) per ASCE 7 -10 Leeward Walls (Wind Dir Normal to 38 ft wall) -0.50 -23.90 -9.68 Leeward Walls (Wind Dir Normal to 35 ft wall) -0.48 -23.32 -9.10 Side Walls -0.70 -30.61 -16.39 Roof - Wind Normal to Ride Theta > =10 - for Wind Normal to 38 ft face -0.18 Windward - Min Cp -0.44 -21.99 -7.77 Windward - Max Cp 0.02 -6.44 7.78 Leeward Normal to Ridge -0.57 -26.18 -11.96 Overhang Top (Windward) -0.44 -14.88 -14.88 Overhang Top (Leeward) -0.57 -19.07 -19.07 Overhang Bottom (Applicable on Windward only) 0.80 45.26 45.26 Roof - Wind Parallel to Ride All Theta - for Wind Normal to 35 ft face Dist from Windward Edge: 0 ft to 28 ft - Max Cp -0.18 -13.15 1.07 Dist from Windward Edge: 0 ft to 7 ft - Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 7 ft to 14 ft - Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 14 ft to 28 ft - Min Cp -0.50 -23.90 -9.68 Dist from Windward Edge: > 28 ft -0.30 -17.18 -2.96 * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCPf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01'(15 /zg) ^(2 /Alpha) Kht = Topographic factor (Fig 6 -2) Qh = 0.00256 *(V) ^2 *lmpFac *Kh *Kht *Kd Theta = Angle of Roof = 0.85 1.00 39.50 18.4 Deg Wind Pressures on Main Wind Force Res sting Sys m Surface GCpf +GCpi -GCpi qh s Min P s Max P s 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 1 -19.18 Developed by Mace Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial:* hftp: / /www.docudesk.com 1/22/2014 Page No. 4 of 5 1/22/2014 WIND10 Detailed Wind Load Desiqn (Method 2) per ASCE 7 -10 4 -0.42 0.18 1 -0.18 66.55 -39.60 -15.64 5 -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 1 -0.51 0.18 -0.18 66.55 -45.92 -21.96 1 4E 1 -0.62 1 0.18 1 -0.18 1 66.55 1 -53.08 -29.12 * p = qh * (GCpf - GCpi) Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a It a Hipped Roof 7 < Theta <= 27 a = 3.5 = => 1 3.50 ft r)nt,hla rtirk nn anv data entry line to receive a help Screen Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. Developed by Mace Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial:: http: / /www.docudesk.com Page No. 5 of 5 Stamm NONE Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. Developed by Mace Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial:: http: / /www.docudesk.com Page No. 5 of 5 Flotida Building Code Online Page 1 of 3 Product Manufacturer Masonite International Address /Phone /Email 1955 Powis Road West Chicago, IL 60185 (615) 441 -4258 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreiber @masonite.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category. Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, R National Accreditation & Management Institute, � fin.• T"�rM13A $ 's� ,i $,., ick. rz.. FR�Ittao rlanam�+n d BCIS Home I Log In User Registration 'i Hot Topics Submit Surcharge State & Fads PubficalloTS FBC Staff SCIS Site Map Unks Search i 0, Busmes Product Approval Professi I uSElt: Puboc User Regulation Product Aooroval Menu > Product or Aoolimtlon Search > Aooiication LLai > Application Detail ku FL # FL4334 -116 Application Type Affirmation Code Version 2010 Approved Application Status Comments Archived Product Manufacturer Masonite International Address /Phone /Email 1955 Powis Road West Chicago, IL 60185 (615) 441 -4258 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreiber @masonite.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category. Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Sitandard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By @I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes 0 N ON /A Product Approval Method Date Submitted Date Validated Method 1 Option A 02/06/2012 02/06/2012 hq:l lwww.floridabuilding.org/prlpr_ app_ dtl. aspx? param-- wGEVXQwtDgttSMGyvgTunP... 1/24/2014 Florida Building Code Online Date Pending FBC Approval Date Approved 02/13/2012 Page 2 of 3 FL # Model, Number or Name Description I 4.1 Fiberglass Side - hinged Door Units - 6' -8" Opaque I/S and 0/S Single Door Impact Rated I , Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. +70.0/ -70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3' -0" x 6' -8" max nominal size. Hurricane protective system .It_NOT required. See anchor detail DWG- MA- F L012_ 0 -05 for Certification agency Certificate Fi 4334 R6 C CAC NI005930 01 PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL A334 R6 II FLO1 20 odf Verified By: National Accreditation & Manage nt Institute, Created by Independent Third Party: Evaluation Reports Created Party: Yes 4334.2 It bergltass S Side-hinged Door Units - 18' -0" Opaque I/S and O/S Single Door I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/ -70.0 other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3' -0" x 8' -0" max nominal size. Hurricane protective system Is NOT required. See anchor detail DWG- MA- FLO121 -05 for additional information. Certification Agency Certificate FL 4334 R6 C CAC NI005930 02 PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL 4334 R6 II FL0121 odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 4334.3 Fiberglass Side- hinged Door Units - Impact Rated 8' -0" Opaque O/S Door wl or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL 4334 R6 C CAC NI005930 02 PDF Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +55.0/ -50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity Hurricane F 4334 M.11 FL0121 odf Verified By: National Accreditation & Management Institute, Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. Fl 4334 R6 AE 501A odf 12' -0" x 8' -0" max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required. See anchor detail DWG- MA- FL0121- 05 for additional information. 4334.4 Fiberglass Side - hinged Door Units - 18' -0" Opaque I/S Door w/ or w/o Sidelites I Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. +50.5/ -50.5 Other: Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0" x 8' -0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG- MA- FL0121- 05 for additional information. Certifcation Agency Certificate Ft 4334 R6 C CAC NI005930 02 PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0121 odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL 4334 R6 AE 501A odf Created by Independent Third Party: Yes 4334.5 Fiberglass Side- hinged Door Units - 6' -8" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certiflcate. Approved for use in HVHZ: Yes FL 4334 R6 C CAC NI005930 01 PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +55.0/ -50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R6 II FL0 20 odf http : / /w.ww.floridabuilding.org/pr /pr_ app_ dtl. aspx ?param= wGEVXQWtDgttSMGyvgTunP... 1/24/2014 Florida Building Code Online Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0° x 6' -8° max nominal, size. Hurricane protective system is NOT required. See anchor detail DWG- MA- FLO120- 05 for additional information. Page 3 of 3 Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A.Ddf Created by Independent Third Party: Yes I 4334.6 I Impact Rat d e- hinged Door Units - 16' -8° Opaque I/S 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 Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0° x 6' -8° max nominal size. Hurricane protective system is NOT required. See anchor detail DWG- MA- FL0120- 05 for additional information. Certification Agency Certificate FL 4_334 R6 G CAC N1005930 01 PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FLO120.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 4334.7 Fiberglass Side- hinged Door Units - Impact Rated 8' -0° Glazed I/S and 0/S Door w/ or w/o Sidelltes Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R6 .,.0 CAC NI005930 04 PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.0/ -50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R6 II FL0123 Ddf Florida Building Code Including the High Velocity Hurricane Verified -By: National Accreditation & Management Institute, Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R6 AE 501A ,pd 12' -0° x 8' -0° max nominal size. Hurricane protective Created by Independent Third Party: Yes system Is NOT required. See anchor detail DWG- MA- FLO123- 05 for additional Information. 4334.8 I Fiberglass Side- hinged Door Units - Impact Rated Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60.0/ -60.0 Other. Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0° x 6' -8° max nominal size. Hurricane protective system is NOT required. See anchor detail DWG- MA- FLO122- 05 for additional Information. 6' -8° Glazed I/S and O/S Door w/ or w/o Sidellts Certification Agency Certificate FL4334 R6 C CAC NI005930 03 PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0122 Ddf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 Sate of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, mail addresses are public records. If you do not want your e-mail address relessed.in response to a public - records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparbnent with an emall address if they have one. The emails provided may be used for official communication with the licensee. However mail addresses are public record. If you do not wish to supply a personal address, please provide the Department with an mall address which can be made available to the public. To determine tr you are a licensee under Chapter 455, F.S., please dick hgl3L. Ua Cr:.. "sill ArFE http : / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx ?param= wGEVXQwtDgt -t- M gTunP... 1/24/2014 NOTICE OF PRODUCT CERTIFICA►TIQN Company: lVMasonite International Corporation Certification No.: NI005030.01 1955 Powis Road Certification Date. 02/17/2005 West Chicago, IL 60185 Expiration Date: 04/30/201 Revision Date: 05/23/2011 Product: Fiberglass Impact Rated Opaque inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201/202/203- 94/ASTM E330 The "Notice of Product Certification" is only valid if the NAM.I. Certification label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within - ._.era__..x__ n,_...._..... 1r hu Thia S marit-an National Standards Institute (ANSI). NAMI'sCertiiiec Prod aCtLnitin at am crtucationcom Glazed v a Design r AUlu.a Water Missile Test Report Number Configuration Inswing or or Maximum Pressure . Test Impact Drawing Number & Outswing Opaque Size Pos/Neg Pressure Rated Comments NCTL -210- 3102 -t R I/S opaque 3'0" x 8'0" +70/ -70 2.86 psf Yes Maximum Pwd Size: 3'0 x ST" Single Anchor Detail- MA- FL0t21 -05 X O/S opaque 3'0" x $RO" +70/ -70 10.5 psf Yes NCTL- 210 - 3102 -1 Maximum Panel Size: 3'0" x 8'0" Single Anchor Detail- MA- FL0121 -05 XX US opaque 6'0" x $'0" t SQ.S /-50.5 2.86 psf Yes NCTL- 210- 3105.1 Maximum Pawl Size: 3'0" x 8'0" Double Anchor Detail- MA- FL0121 -05 XX O/S opaque 6'0" x $'0" +55/- 50.5 6.0 psf/ Yes NCTL- 2to- 3105 -1 Maximum Panel Size: 3'0'x 8'0" Double 8 25 P Anchor oerall- MA- FlM21 -05 X0 /0X I/S opaque Door 6'0" x 8'0" +50.5/ -50.5 .2.86 psf Hoar -Yes 4CTL -210- 3105 -1 Maximum Panel Size: 3'0" x 9,0" Single w /Sidelite Glazed Sideline Sidelite -Yes Anchor Dc a - MA-FLt112105 XO /oX O/S opaque Door 6'0" x 8'0" +55/ -50.5 6.0 psf/ Door -Yes NCTL- 210 -3105-1 Maximum Panel Size: 3'0"x 8'0" Single w /Sidelites Glazed SideCite 8.25 psf* Sideline -Yes Anchor Dc alt- MA+L0121 -u5 opaque Door 9'0" x 8'0" +50.5/ -50.5 2.86 psf Door -Yes Maximum.Penel5im:3'0 "x 8'0" Maximum. Panel Size: OXO I/S Single w /Sidel'ttes Glazed Sidelines Sidelines -Yes Anchor L 'sl- MA- EL0i21-05 QXO O/S opaque Door 9'0'° x 8'0" +s5 / -SO.S 6.0 psf / Door -Yes NCT'l 210- 3105 -1 Maximum Size: 3°0" x 8'5 Single w /Sicielites Glazed Sidelines 8.23 psf* P Sidelines -Yes euil- Aachort�eNail- MA- FL0i2l•05 OXXO VS opaque moors 1214" x 8'0" +50.5 / -50.5 2.86_ psf Doors -Yes Nc°rL el Si sirs -t Maximum Panel Size: 3'0" x 8'0" Double w /Sidelites Glazed Sidelites Sidelines-'i/es AnchorDctait- MA- FL0121 -o5 OXXO ' O/S Opaque Doors 12'4" x $'0" +55/-50.5 6.0 psf? Doors -Yes NCPane Size: 5-1 Maximum Panel Size: 3'0" x 8'0" Double w /Sidelites Glazed Sidelites 8Z5 SP" . P Sidelines -Yes AnchorDeWl -MA -FL *}ugh Dam Threshold r National Accreditation & Management Institute, Inc. /4794 George Washington Memorial Highwayr/Flayes, VA 2 Tel: (804) 684-5124 Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE.: HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6-8" 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 I3Y ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLA511CS TESTING OF FIBERGLASS FACING. SELF IGNITION TEMP ASTM 01929 752 'F > 650 'F RATE OF BURNING ASTM 0635 0.56 IN MIN C -1 SMOKE DENSITY ASTM D2843 53.47 TENSILE STRENGTH+ ASTM D638 3.27 DIFF CGMPAKAIIVG 4LNZlLt Zl a -m ..v+.r,u...... 4500 HOURS XENON ARC METHOD 1 w 149" MAX. OVERAU FRdME WIDTH 20.5 " MAX 36.375` MAX. D.L O. PANEL WIDTH 37.5° MAX. WIASTRACAL I~ FRAME WIDTH a o cp � J ®® ®® 1= � zaU L0 0) Ld d a end. DOUBLE DOOR UNIT W /SIDELITES AMMOIDMN WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN !!E: 2/11 OS TABLE OF CONTENTS G WIDTH INSWING INSWING OUTSN7 7 OUTSWI SCALE: N.T.S. SHEET DESCRIPTION X 3 . 70.0 -70.0 _70.0 +19.0 -19.0 +70.0 -70.0 .0 -70A MG Br: SWS i +50.5 -50.5 +55.0 +19.0 -19.0 +40.0 -40.0 1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 7 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 + 5. -50.5 cwc. er: 2 ANCHOR LOCA110N5 & AILS OX 112.5 +50. -50. + 5.0 - .5 +19.0 -19.0 +40.0 - .0 +55.0 - 0. KURT BAA P I- R � Nos 3 ANCHORING LOCATIONS & DETAILS OXXp 14g +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 FLORIDA P•E ' High Dom Threshold eaign X565$3 DWC- MA- FL0120 %elf 1 of 3 Ln w cc a o cp � J 0 1= � zaU L0 0) Ld d a AMMOIDMN WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN !!E: 2/11 OS TABLE OF CONTENTS G WIDTH INSWING INSWING OUTSN7 7 OUTSWI SCALE: N.T.S. SHEET DESCRIPTION X 3 . 70.0 -70.0 _70.0 +19.0 -19.0 +70.0 -70.0 .0 -70A MG Br: SWS i +50.5 -50.5 +55.0 +19.0 -19.0 +40.0 -40.0 1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 7 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 + 5. -50.5 cwc. er: 2 ANCHOR LOCA110N5 & AILS OX 112.5 +50. -50. + 5.0 - .5 +19.0 -19.0 +40.0 - .0 +55.0 - 0. KURT BAA P I- R � Nos 3 ANCHORING LOCATIONS & DETAILS OXXp 14g +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 FLORIDA P•E ' High Dom Threshold eaign X565$3 DWC- MA- FL0120 %elf 1 of 3 Do 0 0 6" .1 6° SEE DETAIL (j 3° "E" . 3" 3. 3" ' 0 � J 3 � 3` 3` 4 Z 4 Z In 0 O d W ^ • Z 0 a SEE DETAIL uj uj N N ,D" - } �8} SEE DETAIL SEE DETAIL A - W w - •0° °D° K O B 8 0 g w G 6° 6" 3° io iv z r� I 6" 6` - I— I I I I I o b o c 3" �3- I� 3" 6° al 3" -I 3` 3` s" 6- mom SEE DETAIL <n Lni m In m In 0° In .F, #8 x 2 -112" Z°g``"''o In a c� uj IA ASTRAGAL RETAINER BOLT HOLE ¢m' 0 MUST BE DRILLED THROUGH O � � a C0 # 10 x 2" THE THRESHOLD & INTO THE ° w w °x °—m w #8 x 2 -1/2" STRUCTURE DEEP ENOUGH z w DETAIL "E" ASTRAGAL FOR A 1.375° THROW = #10 x 5/8" w 10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT #8 x 2 -1/2° # STRIKE PLATE TO FRAME n�Tau "F" ASTRAGAL o^ o #10 x 5/8" AS SHOWN. N�N 0 10 x 314" 0.124• ANNEALED DECORATIA INSERT (OPTIONAL) d N #10 x 2" 0.090" s*l D mG DETAIL "C" 0.124• ANNEALED a24• TEW. DETAIL "D" ttP• w° v m a Z ALUMINUM OR $B X 1 -1/2` PNS :�' �`'c � 2111105 oar sae AddendeilloNAFA SCALE M.T.S. I Dow Bat OR EQUAL DWG. BY. SWS 0.962' 1.75° 1.047" oR EQUAL A CNx. ay-6 1.375" EZ�IW B DANWIS -f- �- TYPICAL GLAZING DETAIL DWO- -F -� Dwc- Ora- �L01zo -c INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS sNEEr 2 ov 3 SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOADS, 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. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1M?H" ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEWEMENT 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. s" 3" 3" --i i- 6"3� m 11.1 N U a SEE DETAIL V SHT. 2 a w Ld ce In to II'I� — s° s° �I II SERIES 980 GRADE 1 DEADLOCK HARDWARE TO- BE INSTALLED 10 2. 4" X 4" FULL MORTISE BUTT HINGES. 4 N _ — _ 0 w ui B II G N 1I II B II � g a to 3" � � x 6- 3� I— z " 8 � �. 6" 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. ).25° ��M TYPICAL WOOD BUCK ANCHOR INSTALLATION IN 1.25° M ° °• ' 025" SHIM CL ) �— t- TYPICAL MASONRY ANCHOR 'INSTALLATION Admhm toNN !� �t r i lffi�� I 0 0 C7 wpQ CL C Lo O aqN - � — U Lli 9 3t 9_ o� sue: N.T.S. Imc. By: sws cwc. er: cw Luis R. Lomas P. F. 1432 Woodford Rd. Manufacturer Masonite Lewisville, NC 27023 Report* 504A 335- 945 -9685 Date: 12/29/09 Product: Single Door 3'x6'8° Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: (NOS 2005,11.3) Load Side member: Douglas Fir -Larch This analysis verifies. anchoring for the following drawings: Side member thickness: t,= 1.000 in Main member thickness: DWG- MA- FLO120 -05 DWG- MA- FLO130 -05 DWG -MA FLO153 -06 DWG- MA- FLO168 -07 DWG-MA FLO122 -05 DWG- MA- FLO132 -05 DWG- MA- FLO155-06 DWG- MA- FLO170 -07 DWG -MA FLO124-05 DWG- MA- FLO134 -05 DWG- MA- FLO156-06 DWG- MA- FLO172 -07 DWG- MA- FLO126 -05 DWG- MA- FLO140 -05 DWG- MA- FLO160-07 DWG -MA FLO174-07 DWG- MA- FLO126 -05 DWG- MA- FLO151 -06 DWG-MA FLO162 -07 DWG- MA- FLO175 -07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16° ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw (NOS 2005,11.3) Load Side member: Douglas Fir -Larch . Main member: Spruce- Pine -Fir Side member thickness: t,= 1.000 in Main member thickness: t„= 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F. = 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyb 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z. 107.0 Ibs Allowable Design Value: Z'= 171 Ibs/anchor pbs) Mode rV Fastener type: 3/16° r W Topcim N.O.A. 07- 1126.10 Qty Substrate: Hollow block 1 171 At Minimum embedment: 1.25 in 195 WA Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 Ibs Actual C To C spacing: 13.00 in . Minimum edge distance: 2.63 in C to C spacing factor: Lao Tabulated shear design value: Z = 197 Ibs 171 5 Actual edge distance: 2.50 in OK Design value per interpolation: Z = 189 on Allowable Design Value: Z'= 189 Ibs/anchor Minimum anchor capacity: 171 Ibs/anchor Note., Anchors with the least capacity is used for calculations to qua ft anchors with higher capacity. Anchor calculations, minimum reaulred anchors Pressure against stops with bums threshold: 36.38 Design pressure: 85.0 psf Y79.25 A2 A2 Al Shtgie. Pressure away from stops: 36.38 H 79.25 1 of 2 Design pressure: 85.0 psf Zone Aran Load mod. Max. Anchor Result Zone Area Land Ind. O.C. Result Cap. M) Load a (ft) pbs) M) (in) pbs) Qty pbs) 1 171 At 2.3 195 WA WA 171 2 98 OK AZ 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Aran Load mod. Max. Anchor Result Cap. Load (fte) ohs) 011) M) )' abs) Al 10.0 851 6.00 18.00 1 171 5 170 OK 5J ...-r� Ar • Tip OF ,+ Luis R. Lomas P.E. +'� ' �► �. e'` FL No.: 62514 �� ���� • ®'r► \ 1/712010 '�Jjfj IOfit�.`�°r Lu /s R. Lomas A E. 1432 Woodford Rd. Manufacturer: Masonite Lewts01e, NC 27023 Report #: 504A 336- 945 -9695 Date: 12/29/09 single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf At A27A2 79.25 Anchor Locations: 6.00 TYP. i f 13.45 NM O. C. 1 79.25 1— 6.00 36.38 — 6.00 TYP. Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. 2of2 .� 0 69 T OF cv MALE ;e \NN tilltt Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Max. Anchor Zone Area Load Ind. O.C. Result Load fft) abs) M) (in) pbs) Qty pbs) A, 2.3 195 N/A WA 171 2 98 OK AZ 8.9 1 753 6.00 18.00 171 5 151 OK 36.38 — 6.00 TYP. Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. 2of2 .� 0 69 T OF cv MALE ;e \NN tilltt Luis R. Lomas P.E. FL No.: 62514 1/7/2010