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WS-10-1147
Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 524 NW 112 Street Miami Shores, FL 33168 -3318 3021360210670 Block: Lot: CHARLES JOHNSON Owner Information Address Parcel Number Phone CHARLES JOHNSON 524 NW 112 Street MIAMI SHORES FL 33168- 1 Contractor(s) LOWES HOME CENTER INC Phone 407/370 -2872 Cell Phone Type of Work: REPLACE FRONT DOOR No of Openings: 1 Additional Info: DOOR Classification: Residential Scanning: 3 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $110.00 $9.00 $1.60 $122.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Pay Date Pay Type Invoice # WS -6 -10 -38253 06/23/2010 Check #: 3988 07/01/2010 Check #: 4038 Amt Paid Amt Due $ 50.00 $ 72.20 $ 72.20 $ 0.00 Applicant July 01, 2010 Date Cell Available Inspections: Inspection Type: July 01, 2010 1 Inspection Number: INSP - 147687 Permit Number: WS -6 -10 -1147 Scheduled Inspection Date: July 13, 2010 Inspector: Bruhn, Norman Owner: JOHNSON, CHARLES Job Address: 524 NW 112 Street Miami Shores, FL 33168 -3318 Project: <NONE> Contractor: LOWES HOME CENTER INC Building Department Comments July 12, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 3021360210670 Phone: 407/370 -2872 REPLACING FRONT DOOR TO OIMPACT RESISTANT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 11 of 17 11010 ao064- BUILDING PERMIT APPLICATION FBC 2001 QQf a aro State Certificate or Registration Noj Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department Master Permit No. NEVIN ut le .- ( "1'1. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY. Permit No. ‘„L) S 1. \ L 11 Permit Type (circle): Building Electrical Plumbing Mechanical Roofmg Owner's Name (Fee Simple Titleholder) `1 I21 an rts%N.P. Vmsorkone # (Jos, ).%.57 Owner's Address S2.4 I' v..3 \, l2 54-r Qf> ,. City ! k l c k ` State Ft Zip 'J t b Tenant/Lessee Name Phone # Job Address (where the work is being done) S 2 't �� \ \ Z. S 1 City Miami Shores Village County Miami -Dade Zip ' 3 ` ( Q4 Is Building Historically Designated YES 4 NO Contractor's Company Name 1.0. ;vs t- C'c , ' S G Phone #_ 7 g1.0. - yV </ - 9 25 '1 Contractor's Address 652 cl So .# - 1Dotr%' Cirt.. City State kc t d Zip 3D:21 O• Qualifier Certificate of Competency No. Phone # Square Footage Of Work: Type of Work: ['Addition Iteration ['New ❑ R air/Re n Repair/Replace p lace ❑Demolition Describe Work: K £pLI -c t E'1 fiZQn + T&, 1 NA eq. c4 '8 - C q rJ ** * *** * * * ** ****** * * *** * * *** F ees ** ** * * * ** *** * * * * * * *** * ******** Submittal Fee $ . 0�,..�,� Permit Fee $ // ( o o CCF $ 1 'o� CO /CC Notary $ i ining/Education Fee $ 0 40 Technology Fee $ 1.00 Scanning $ " {' 0 0 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature The foregoing instrument was acknowledged before me this 2. 1 day of V n,L , 20 (0 , by 011 aVi %rtn &on , who is personally known to me or who has produced FL L idensifiratianand wh • id ;, - an oath. A R,P , , , ,, R0 a L. GUTIE My Conunission Expires: chc 05/13/03 Owner or Ag APPLICATION APPROVED BY: Signature Contractor The foregoing instrument was acknowledged leddged efgie me this 21 day of - TO rit_ , 201 , by t'�. who is personally known to me or who has produced My Commission Expires: t**** ******** ** * ***** * * * * * * *** * * **** * * ** * * *, * * * ** * ** * * * *, ********* * ** * * * * * *,r*** *** * ** *** * * ** * * ** *art * * * * * * ** Plans Examiner Engineer Zoning en 1 02 41111' iMFORAATIONt COMM OF RUING TO EOM OFIOINDOVI OPENINGS: alb 015 ... AB #16 ,, N7 #17 Oa #10 *1G • t. MUST NOT DISTANCE FROM CORNERS OPENINGS INTERIOR OPENINGS DO NOT APPLY JUST CORNERS vie DO YOU SEE ANY SIGNS OF SHU TTERS AIO ACCORDIONS.. 4 — PA LS �...�.. - MUST SHOW AL TERNA TE ME4NS OF EGRESS WHEN DOING. DOORS IF YOU HAVE ANY QtIES77ON$ OOt GOAIOm GOAl14C F1oridaL nd USOCOMUlteritSIOC. ROO at2641.2F4 IsmolvARWOWVMOW4770V MOAN ROOF HEM: PROJECT: WINDOWS -OWNS ' c oos rwmite Rr _- .. fo ta R wit ,C.�1 _,...� --FLOOR tY rMS......w...• YOU GO 14 W GAME TO teTh oli NOW Y ...fif0_... iS WERE AN OVERHANG WERE QOM IS NEM REIN. .CEIN tT IS Tim SIZE OP 7HE owe CU r3 Nana • s tz... • • • • • • . as .t... •. ...i. ••• • ht; •• MOO IN .....3 4 ., 040 / 0 t (DC ....e .r.,......r..... • it n. • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ti. .f.». ' tL ••r..•,. 1- riarr..par OM-VW Aiu Wind Pressure ps (psf) on Main Wind Force Resisting System (MWFRS) . Load Case Zones • .'. Horizontal Pressures Vertical Pressures O)bPhaitigs . A B C D E F G H Et7H': "GOH 1 37.63 -19.48 24.93 - 11.62 -45.13 -25.65 -31.46 -19.84 -63 - - -49.49 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ildd'. 0.0t WINDO2 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7-05 Description: JOHNSON RESIDENCE, 524 NW 112 STRET, MIAMI SHORES, FLA Analysis by: EDWARD TORRES, R.A. V Basic Wind Speed Cat Structural Category (I, II, III, and IV) Exp Exposure Category (B, C, or D) RHt Ridge Height 10 ft Eht Eave Height 8 ft Ht Mean Roof Height of Building 9.00 ft Theta Roof Angle 2.90 Deg L Length of Building (If Gabled roof, along Ridge) 51 ft B Width of Building (Perpendicular to Ridge) 79 ft Lambda Adjustment Factor for Building Height and Exposure 1.21 Importance Factor 1.00 a 10% of Least Horiz Dim or 0.4h, whichever is less 3.60 ft 2a Length over which Zone A acts on Each Corner 7.20 ft Notes: * ps = Lambda * I * ps30 www.mecaconsulting.com 140 mph I I C • • .. • • • • • • .. • • ... • ... • • • • • • • • • • • .. • • • • • .. .. • • • Page 1 of 2 • • • • .' • • • .... • • Wind Pressure ps (psf) on Components and Cladding (C&C) Description Width (ft) Span (ft) Area (ft^2) Zone Pressure Positive (psf) Negative 1.DOOR 2.83 6.5 18.40 5 41.09 -53.86 • • • •• •••• 1 • ••••) • 1 • • • • • . WINDO2 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7 -05 Description: JOHNSON RESIDENCE, 524 NW 112 STRET, MIAMI SHORES, FLA Analysis by: EDWARD TORRES, R.A. Notes: Hip Roof (7° < 0 27°) Gable Roof (0 <_ 7 °) Gable Roof (7° < 0 5 45 °) ❑ linetiox Zo es IA End Z II Coma Zones .19•Z=4/1061.1,.5 6a ib.7a.8 Double Click on any data entry line to receive a hel Screen Zones 2H and 3H represent roof overhangs Zones 1, 2, and 3 represent the roof Zones 4 and 5 represent the walls ••• • • • •••• • • • •••• • • • • • • •• • • • • • •• • • • • • • • • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • www.mecaconsulting.com Page 2 of 2 Florida Building Code Online ECIS Hone I Ise In User Registration Hot topic 'Product Approval USSR: rubes User. FL it • Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical 'Representative Addr ss /Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By • Referenced Standard and Year (of Standard) Equivalence of Product Standards . Certified By . Product Approval Method Date Submitted Submit Surtfim ';" rt {% p ks 9 0 Rtwis7.0 AND i RESUBRAIT > > Application D•tall F. ' FL433 R . u:: ? C? ,t s'Ng• x 9,i ti'ria .:Ct:T ?. I.etfl5010n' '. f.: re iE oft i etY FF ;:i:'' • iL '' 200T tior:M c is only for rev i s COO e �rdVLd N %kN $E3� C , Asign concept t tiros.5.,,,a • con ;rapt glue u nents. The contractor is res zar *s €hie for. • confirming grid correlating all quantities and' ctiivier7Si•o ^ . selecting fabrication processes and techniques Lr • constrrictio'n; coordinating hi .work with that tradehlasvlil tl his zs r merirese North Dale Mabry • • • Suite 950 Date Tampa, FL 33609 J . irr} 44# 4 r /�� 13y sschreiber@maionite,coM0 • Steve Schreiber • sschrelber@masonite.com Exterior Doors' . • Swinging Exterior Door Assemblies • Certification Mark or Listing • TAS 201 .TAS 202 TAS 203 Method 1 Option A 12/23/2008 • • National Accreditation & Management Institute, National Accreditation & Management Institute, fal . r • •.A•• 1694 •••• • • •••• • • • • • . • • • • • •• • Page 1 of 3' •: 1 .S• • • ' •••• '••.• • • • ••. • • •• • • • • • •• • • • http : / /wwvaloridabuilding.org/pr /pr app dtl.aspx?param = wGE'VXQw1DgttSMGyvgTunP... 6/17/2010 • • • ...... • • • . • .•• • ••• •• • roducts FL # Model, Number or Name Description 4334.1 Fiberglass Side - hinged Door Units - Impact Rated 6' -8" Opaque I/S and O/S Single Door 4334.2 Fiberglass Side - hinged Door Units - Impact Rated 8' -0" Opaque I/S and O/S Single Door 4334.3 Fiberglass Side - hinged Door Units - Impact Rated 8' -0" Opaque O/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: +55.0/ -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- FLO121 -05 for additional information. Certification Agency Certificate FL4334 R4 C CAC NI005930- R7.PDF Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4334 R4 II FL4334 8 0 Opaque Anchor.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4334.4 Fiberglass Side - hinged Door Units - Impact Rated 8' -0" 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 8' -0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG- MA- FLO121 -05 for additional information. Certification Agency Certificate • • FL4334 R4 C CAC NI0059$0 -RJ1:9F •••• Quality Assurance Contract•L•icplrtion DAtb•• 12/31/2010 •• • Installation Instructions • • FL4334 R4 II FL4334 8 0 O paque Anchor.pdf Verified By: National AccredlOt?cih % Managt?Vigne • Institute, •••• • • • Created by Independent Thigd y; • • Evaluation Reports • • • • • • Created by Independent ThlrcrParry: • •' • • • • • • • • 4334.5 Fiberglass Side - hinged Door Units - Impact Rated 6' -8" Opaque O/S Door w/ o :w /o, I elites • • • • •••• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes • • Certification Agency Certificate •••• FL4334 R4 C CAC NI005930- R7.PDF Quality Assurance Contract Expiration Date 12/31/2010 Florida Building Code Online Date Validated Date Pending FBC Approval Date Approved 12/29/2008 01/05/2009 02/03/2009 Page 2 of 3 • http:// www. floridabuilding .org/pr /pr_app_dtl.aspx ?param = wGEVXQwtDqttSMGyvqTunP... 6/17/2010 •••••• • • • • • •••••• • • • • ••••• •••••• • • e • Florida Building Code Online 4334.6 Fiberglass Side - hinged Door Units - Impact Rated 6' -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- FLO120 -05 for additional information. 4334.7 Fiberglass Side - hinged Door Units - Impact Rated 8' -0" Glazed I/S and O/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: +50.0/ -50.0 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 8' -0" max nominal size. Hurricane protective system Is NOT required. See anchor detail DWG- MA- FL0123 -05 for additional Information. 4334.8 Fiberglass Side - hinged Door Units - Impact Rated Certification Agency Certificate FL4334 R4 C CAC NI005930- R7.PDF Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4334 R4 II FL4334 6 8 Opaque Anchor.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Certification Agency Certificate FL4334 R4 C CAC NI005930- R7.PDF Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4334 R4 II FL4334 8 0 Glazed Anchor.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6' -8" Glazed I/S and O/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: +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- FL0122 -05 for additional information. Certification Agency Certificate FL4334 R4 C CAC NI005930- R7.PDF Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4334 R4 II FL4334 6 8 Glazed Anchor.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Design Pressure: +55.0/ -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- FLO120 -05 for additional information. Back Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Product Approval Accepts: Installation Instructions FL4334 R4 II FL4334 6 8 OAaaue Anchor.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I Next • • • • • •• • • • • •••• •• •• • •. • • • •• • Page 3 of 3 •••• • - • •••• • • • •• • • •• • • • ■ • 0• • • • • • • • •• •• • Privacy Statement 1 Coovrlaht Statement !Accessibility Statement 1 Plua -In Software 1 Customer Selce Slhve: 1 Contact Ilg • •••••• • •••• • • •••• • • • http : / /www.floridabuilding.org/pr /pr app_dtl. aspx? param= wGEVXQwtDgttSMGyvgTunP... 6/17/2010 • • • • • • • • • • • •••••• • • NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: N1005930-R7-Page 1 02/17/2005 12/17/2008 Structural Masonite International M -703 -1 The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Product Line: Masonite Fiberglass Side - Hinged Door Units Test Report: NCTL - 210 -3102- 1/210- 3105 - 1/210- 3107 - 11210- 3108 -1 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of finger jointed pine with all corners coped, butted, and sealed using three 2" long wire staples (.04375 "). 1.2 Mullion Construction: Where used, each mullion constructed of laminated lumber and attached to the header and threshold with three #10 x 3" Philips Flat Head Wood Screws. 1.3 Glazing: Where used, the overall impact rated laminated glass was g11 into an extruded aluminum frame. Consisted of 11 Anaeate4- 0. 090 "PVB -0. 124 "Annealed- Decorative Insert- 0.124" Tempeted Glftseeg 0.124" Annealed- 0.090PVB- 0.124 "Annealed- 0.124 "Tempered• Glass with aluminum or butyl spacer • " • • • • • • • • 1.4 Door Leaf Construction: Each door leaf was construct .. 'pm 0.Q75% thick reinforced fiberglass composite material. Top. crail•'and 'stiros: constructed from wood, with or without composite edge Wet*: • • National Accreditation & Management Institute, Inc. 11870 Merchants walk Suite 202- Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594 -8659 • • • • • •• • • • • • • • • • • • • • • • • • • .' • • • e • Section 2: Registered Suppliers 2.1 Door Lites: 2.2 Astragal: ODL or Specialty Endura Ultimate Certification No.: NI005930 -Page 2 Revision Date: 12 /17/2008 Section 3: Additional Supportive Test or Acceptance Data Provided with Certification Documentation included: 3.1 Fiberglass Reinforced Composite (Including raw composite, painted composite and stained and top coated composite- Tested for Tensile & Elongation Properties per ASTM D638, both before and after weathering for 4500 hours per ASTM G26 Xenon Arc Method 1. Test performed by Universal Laboratory, Inc. -Test Report 27009127009- A/27009 -B. 3.2 Skin material tested to ASTM D635, ASTM D2843 and ASTM D1929 And conditioned for not less than 40 hours per ASTM D618. "Rate of Burn, Self Ignition Temperature and Smoke Density Tests" to Fiberglass Skin conducted by ETC Laboratories, Test Report ETC - 98- 417 - 7139.0. 3.3 Miami -Dade Building Code Compliance Notice of Acceptance for Solutia Interlayers, NOA No.: 08- 0206.01. 3.4 Surface Burning Characteristics for Foam Filled Door performed by Omega Point Laboratories to ASTM E84 -98, "Standard Test Method for Surface Burning Characteristics of Building Materials -Report No 15977- 104313. 3.5 ASTM E1300 Glass Load Resistance Report provided by National Certified Testing Laboratories, NCTL -110- 9624 -1. 3.6 Anchor Calculations for: (Revised Section 04 /26/05) Anchor Performance Calculation Report-Performed by Harold E. Rupp, P.E. (Florida No. 15935.) 3.7 National Accreditation & Management Institute W- 1362/W -1416 National Accreditation & Management Institute, Inc. : • • • 11870 Merchants Walls Suite 202- Newport News, VA 23606 • • TEL(757) 594.8658 FAX(757)594 -8659 .... • ...• • • • • .. • •• • .. .• • • • • .. • • • • • . .. • • • • • • • • •• • • •• • • See additional Pages of Certification for Certified Product Line Matrix(s) and Installatidn Details. 1f'?oif • • have any questions regarding this certification, please contact NAMI at (757)914758. • • • • • • ...• • • • • . .. • Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number & Comments X Single 1/S Opaque 3'0" x 6'8" +70/ -70 Yes NCTL- 210- 31D2 -1 Maximum Panel Size: 3'0 "x 6'8" Installation Detail- MA- FL0120 -05 X Single O/S Opaque 3'0" x 6'8" +70/ -70 Yes NC L -210- 3102-1 Maximum Panel Size: 3'0 "x 6'8" Installation Detail- MA- FL0120 -05 XX Double 1/S Opaque 6'0" x 6'8" +50.5/ -50.5 Yes NcTL-210- 3102 -1 Maximum Panel Size: 3'0"x 6'8" Installation Detail- MA- FLiI20 -05 XX Double O/S Opaque 6'0" x 6'8" +55/-50.5 Yes NC1L•210-3102 -1 Maximum Panel Size: 3'0 "x 6'8" Installation Detail- MA- FIA20.05 XO /OX Single w /Sidelite 1/S Opaque Door Glazed Sidelite 6'0" x 6'8" +50.5/ -50.5 Door -Yes Sidelite -Yes NCTL- 210.3102 -1 Munn!' Panel Size: 3°0 "x 6'8" Installation Detail- MA- FL0120 -05 XO /OX Single w /Sidelites O/S Opaque Door Glazed Sidelite 6'0" x 6'8" +55/ -50.5 Door -Yes Sidelite -Yes NCI'L -210' 3102 -t Maximum panel size` 3'0 "x 6'8" installation Detail- MA- FL0120 -05 OXO Single w /Sidelites l/S Opaque Door Glazed Sidelites 9'0" x 6'8" +50.5/ -50.5 Door -Yes Sidelites -Yes NCTL- 210 - 3142 -1 Maximum Panel Size; 3'0 "x 6'8" Installation Detail- MA- FL0120-05 OXO • • Single w /Sideltt s • • ..- • • ( • • • • • : : • . WO • • ••• • Opaque Door Glazed Sidelites • _ 9'0" x 6'8" +55/ -50.5 Door -Yes Sidelites -Yes NcTL 210- 3102 -1 Maximum Panel Size: 3'0"x 6'8" Installation Detail- MA- FL0120 -05 .. OXXO Double w /Sidelites _ _ . 1/S Opaque Doors Glazed Sidelites :013811.1C Doors . Sidelites `` "` 12'4" x 6'8" 12'4" x 6'8" +50.5 / -50.5 +55/ -50.5 Doors -Yes Sidelites -Yes NCTL- 210- 3102 -1 Maximum Panel Size: 311ex 6'8" Installation Detail-MA-M.4120-05 oXXQ : : Double w /Siddliterq• ' : • o/a .. : • . • Doors-Yes Sidelites -Yes NCft - 210 - 3102 -1 Maximum Panel • e: 3'0 "x 6'8" Installation DI- [A- FL0120-05 Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 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 NAMI 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 NAMI's Certified Product Listing at www.Namicertiflcation.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newport Te1- 757594.8658/Fax- 757.594.8659 •••• • •••••• • • • • • • • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • ••• • • • • • ••• • • NOTICE OF PRODUCT CERTIFICATION NAMI AUTHORIZED SIGNATURE: Certification No.: Certification Date: Expiration Date: Revision Date: NI005930 -R7 -Page 3 02/17/2005 12/31!2010 12/1712008 A 33606 Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure PoslNeg Missile Impact Rated Test Report Number Drawing Number & Comments X 1/S Opaque 3'0" x 8'0" +70/ -70 Yes NCTir210- 3102 -1 Maximum Panel Size: 3'0° x 8'0" Anchor Detail -MA FLO121 -05 X Single 0/8 Opaque 3'0" x 8'0" +70 /-70 Yes Maximum Panel Size: 3'0 x , " Detail- MA-FL0121 -05 / NCT4 �- Maximum Paned Size: 3'0'x 8'0" Anchor Detail-MA-F1.0121 -05 XX Double US Opaque • 6'0" x 8'0" +50.5 / -50.5 XX Double O/S Opaque 6'0" x 8'0" +55/ -50.5 Yes NCTL- 210-3102 -1 Maximum Panel Size: 3'0 x 8'0" Anchor Detail-MA-VIA/121-05 XO /OX Single w /Sidelite 1/S Opaque Door Glazed Sidelite 6'0" x 8'0" +50.5/ -50.5 Door -Yes Sidelite-Yes NCTL -210- 3102 -1 Maxim= Panel Anchor 1 -M - MA 05 X0/OX Single w /Sidelites 0/S Opaque Door Glazed Sidelite 6'0" x 8'0" +551 -50.5 Door -Yes Sidelite -Yes NCPanel Size: 3'0" - 3102 -1 Maximum n FL01 2 1 8 -0 5 OXO Single w /Sidelites 1/S : • • • : Qll :: • • • Opaque Door Glazed Sidelites • Opaque Door dazed Sidelites • O paque 9'0" x 8'0" 9'0" x 8'0" +50.5 / -50.5 +55/ -50.5 Door -Yes Sidelites -Yes Door -Yes Sidelites -Yes NCrlr210- 3102 -1 Maximum Panel -Ma F[. -05 8' " NCTU210- 3102 -1 am' Panel sire: 3'0'x 8'0" Anchor Detail- MA-F1A 121 -05 A OXO •: Single w /Sid • • _ ... OXXO Double w /Sidelites _ _ VS Doors Glazed Sidelites 12'4" x 8'0" +50.5/ -50.5 Doors -Yes Sidelites -Yes NCTL- 210- 3102 -1 Maximum Panel size: 3'0"x 8'0" Anchor Detail- MA- FL0121 -05 OXX:D: : Double w /Sid • : • O4S : • . . • • • :Opa Doors . • tla� d Sidelites 12'4" x 8'0" +55/ -50.5 Doors -Yes Sidelites -Yes NCrL-210- 3102 -1 Maxi ro m Panel size: 3'0"x 8'0" Anchor I , - ., y - F1.0121 -05 Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 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 NAMI 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 NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newport N Te1- 757.594.8658/Fax- 757.594.8659 7':// . ••. • • • • • • • • . • • • ..•• •.•. • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • •••• • NOTICE OF PRODUCT CERTIFICATION NAMI AUTHORIZED SIGNATURE: Certification No.: Certification Date: Expiration Date: Revision Date: NI005930 -R7 -Page 4 02/17/2005 12/31/2010 12/17/2008 606 Configuration Inswing or Ou = . Glazed or • • a , ue Maximum Size Design Pressure PosfN _ Missile Impact Rated Test Report Number Drawing Number& Comments X I/S Glazed 3'0" x 6'8" +60/ -60 Yes NCrL-210- 3108 -1 Single Maximum Panel Size: 3'0 "x 6'8" Anchor Detail -MA FLO112 -05 X O/S Glazed 3'0 "x 6'8" +601-60 Yes NCTL- 210 - 310$ -1 Single Maximum Panel Size: 3'0 "x 6'8" Anchor Detail MA- FLO122 -05 XX US Glazed 6'0" x 6'8" +60/ -60 Yes NCTL- 210 - 3108 -1 Double Maximum Panel Size: 3'0 "x 6'8" Anchor Detail -MA FLO 122 -05 XX O/S Glazed 6'0" x 6'8" +601- -60 Y NCTL -210- 3108 -1 Double Maximum Panel Size: 3'O "x 6'8" Anchor Details -MAFIO 122 -05 XO /OX 1/S Glazed Door 6'0" x 6'8" +60/ -60 Door -Yes NCTL 210- 3108 -1 Single w /Sidelite Glazed Sidelite Sidelite -Yes Muni panel Sip 3'0 "x 6'8" Anchor Detail- MA-FLO122 -05 XO /OX O/S Glazed Door 6'0" x 6'8" +60/ -60 Door -Yes NCTL-210- 3108 -1 Single w /Sidelites Glazed Sidelite Sidelite -Yes Maximum Panel Size: 3'0 "x 6'8" Anchor Detail- MA- FL0122 -05 OXO I/S Glazed Door 9'0" x 6'8" +60/ -60 Door -Yes NCTL -210- 3108 -1 Single w /Sidelites Glazed Sidelites Sidelites -Yes Maximum Panel Size: 3'O "x 6'8" • • • • • • • .. Anchor Detail -MA FL0122 -05 • OXO . • • • • • Q/S• • • ' • • Glazed Door 9'0" x 6'8" +60/ -60 Door -Yes NCTL-210- 3108 -1 Single w /Sidelitee • • • • ; (hazed Sidelites Sidelites -Yes Maximum Panel Size: 3'o"a 6'8" Anchor Detail- MA- FL0122 -05 OXXO US Glazed Doors 12'6" x 6'8" +60/ -60 Doors -Yes NCTL- 210 - 3108 -I Double w /Sidelites Glazed Sidelites Sidelites -Yes Maximum Panel Size: 3'0'x 61" • ••• • ••• • • Anchor Detail- MA- FL0122 -05 OXXp : : : • ON :: &tried Doors 12'6" x 6'8" +60 /-60 Doors Yes NCTL-210- 3108 -I Double w /Side itea . • • . • :. • • • • " • Gle2ed Sidelites • • • Sidelites-Yes Maximum Panelflize: 3.0 "x+6'8" Ancho p r MA-FLO 122-05 Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 .. • • • • . . . • • • • • • • • • • • . .. • • • • • . • • .. .. • • • .. . . 000 • • • 00 0 • • NOTICE OF PRODUCT CERTIFICATION Product: Fiberglass Impact Rated Glazed 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 NAMI 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 NAMI's Certified Product Listing at www.Namicertlfication,com. NAMI's Certification Program is accredited by The American National Standardslnstitute (ANSI). National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newpo Tel- 757.594.8658/Fax- 757.594.8659 NAMI AUTHORIZED SIGNATURE: Certification No.: Certification Date: Expiration Date: Revision Date: NI005930 -R7 -Page 5 02/1712005 12/3112010 12/1712008 A 23606 Configuration Inswing or Outswing Gazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number 8a Comments X Single US Glazed 3'0" x 8'0" +50/ -50 Yes NCTL -210- 3107-1 Maximum Panel Size: 3'0 "x 8'0" Anchor Detail- MA- FL0123 -05 X Single O/S Glazed 3'0" x 8'0" +50/ -50 Yes NCTL -210- 3107 -1 Maximum Panel Size: 3'0 "x 8'0" Anchor Demiil- MA- FL0123 -05 XX Double I/S Glazed 6'0" x 8'0" +50/ -50 yes rtcTa.- 210-31O71 Maximum Panel Size: 3'0" x S'0" Anchor Detail-MA FL0123 -05 XX Double O/S Glazed 6'0" x 8'0" +50 /-50 yes NcTL -210. 3107.1 Maximum Panel Size: 3'0 "x 8'0" Anchor Detail- MA- FL0123 -05 XO /OX Single w /Sidelite US Glazed Door Glazed Sidelite 6'0" x 8'0" +50/ -50 Door-Yes Sidelite -Yes NCFL-210- 3107 -1 Maximum Panel Size: 3'0 "x 8'0" Anchor Detail- MA-FL0123 -05 XO /OX Single w /Sidelites O/S Glazed Door Glazed Sidelite 6'0" x 8'0" +501 -50 Door -Yes Sidelite -Yes NCTL 210- 3107 -1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0123 -05 MO Single w /Sidgtftes • • • • US • • • • • • • _ s • • :: 0/S . � • • • • ' Glazed Door Glazed Sidelites • 9'0" x 8'0" +50/ -50 Door -Yes Sidelites -Yes NCT 210- 3107 -1 Maximum Panel Size: 3'0 "x 8'0" Anchor Detail- MA- FL0123 -05 MO •. • : Single w /Sidelites • • • • Glazed Door • Glazed Sidelites 9 x 8'0" +501-50 Door -Yes Sidelites -Yes N(jx1.210- 3107 -1 Maximum Panel Size: 3'0' x 8'0" Anchor Detail -MA FLO123 -05 OXXO Double w /Siaelite • • • • US • • • • • . , • • • Glazed Doors • •Gt i d Sidelites • 12'6" x 8'0" +50/ -50 Doors -Yes Sidelites -Yes NCTL- 210 - 3107 -1 Maximum Panel Size: 3'0 8'0" Anchor Detail- MA- FL0123 -05 • O • : • • • Double w /Sidelite • .. t /s• i • • evted Doors Glazed Sidelites 12'6" x 8'0" +50/ -50 Doors -Yes Sidelites -Yes NCTL -210- 3107 -1 Maximum Panel S' '0" x 8'0" Anchor Detail , FLO123 -05 Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 NOTICE OF PRODUCT CERTIFICATIO Product Fiberglass Impact Rated Glazed 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 NAMI Certification Labe! 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 NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). • • • 1 tiogal.Agcreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newport , s V 123606 • • • • • • • • • • • • • • • • • Te1- 757.594.8658/Fax- 757.594.8659 • • • • • • • • • • • •• ••• • • • ••• ••• ••• • • • ••• • • NAMI AUTHORIZED SIGNATURE: Certification No.: Certification Date: Expiration Date: Revision Date: NI005930 -R7 -Page 6 02/17(2005 12/31(2010 12/17(2008 Q + ..• ' _. DESIGN : PRESSURE :WING: ' : ' • • • • .:,::: : t1ESPRIPTitIN:::: ::::: :::::::: :AsTm 05.15: : e.: • • .1.• • • • • VPIOAL:-LE9A110195 . .&•*•aEntERAL. Wars. • : • : • • • • • • • • • • • : - • • • . • • • : . 2 . • • : • : • ANcHOR:1=ATIONS . \&•: : .6:9 ' : 3 ANOH0RiN,0 • LOCATIONS •4e EFA15 • • • • • • • • • • • -.• • • • • • • • • . • .• .. • • •sel..# :0004.100.:: _. DESIGN : PRESSURE :WING: ' : , Rot: :0F : aumiric , . : :AsTm 05.15: : e.: ;I:x7s• IN/MN :((- • smbKE- :DENSITY : sThi - olti• . OUT5W1NG * .TN5E STRENP19.1‘:: • : .6:9 ' : : -1.0 De . . :C0i TENSILE 5 AMR !NE:m*0020 4 1 *NON ARC :METHOD $ : : : . • 149 iikCi:644:fittiiik VilDTH ..-:•.- '• •: : fie* • • .• ,eti/AsT:RiOAL: : : • - . • . . . • : : : : :.*: :* •.0. •: .*: : IVOR 90: . . • • - • • • • • + • • • • • • • . • • ••• • • .-:.FILIRRICANE.BELLEVILLE: FIBERGLASS BOOR UNIT: • • • : • . . . . . . . • • - • • • •• :•:. . • 00081S nooR UNIT . . . • : EERAE NOTES 1. • • :E.61UATerj: fOX:. ',ME* IN • s OGATIONS. A99E91140: T0. : • : THE •F1.0910A • 91.111.9w9 .o00E: .400 WHERE:PRE.9$1,19 : • • : : :• AMVIREMENTS : ... • BY : ASGE • 7 '• : : •. : • • :0ES1ON - FM' :900.0100S - ANO: OTHgli • : • A •1(041q1 •••••••• . 3. PIOLYU.R5T 14A • : I'.A4 • INDEX 50 • : ••'. •: • •:•:• -* :•:•:•'•:•:-: • : • : • : • : . •AN0 • ppp...pq..INRE:< A511.4: E84.: • :•:•:•. • • •*. • ••:•:•: .............. ............ ........ ........ .................... . . . ......... . . . . .•. • . ' • • • . . + + . . . *. • • .9EsckiFtON ...• • . • 0551014A:Ti0N • .. .• • • . • ......... • • . • SthIGLE 000R tj,W*1 WIIH IQELITE :•:-:•: : :•:•: •:•: • SINGLE 6O0R :111■111, SINaE DOOR UNIT W/ • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • i • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• 4 ••• • • • • • • • • •• • • H 1 1 [ ID DOUBLE DOOR uNrt -rtvt DO DftXE '2/11105. 0 • J.T.S . : : • :SWS: : •:.: DRAWN?) SI•itEr•:' _. DESIGN : PRESSURE :WING: ' : WHERE: WATER +WMOW PfliFORAANCE : • : :REO019F_O' TO :BE:: 15x. OF , DES0N :9RESS1J9E : • + Co 0 MAX IF : • 6 ,.. l'.1' N : IN NO* . OUT5W1NG * , OUTSWWG* +70,0 -70.0 -5115: : : • X • : XIMMENRIEMEWAREOPIN mulowsigKoripmmigmarighwiEmaprip :- 00 +19:0' -19,0:: , 4;70.0:: . ;470.8 : : ' •r . . OXO • . 11.2.5.." • :•.-14505 •-50.5:. +55:0 :/ - ¥90/ ., -19.0. p40.0 /...40:0. +55.0 / - 50.5 ' oipc0 - • -* 149' - - 450.0::• -5.,0:5 : .45,0 •/ r-50.5 +19:0 f -19.0 : +40.0 / -40. 4- 5:0. / ...450.5: . . :C0i TENSILE 5 AMR !NE:m*0020 4 1 *NON ARC :METHOD $ : : : . • 149 iikCi:644:fittiiik VilDTH ..-:•.- '• •: : fie* • • .• ,eti/AsT:RiOAL: : : • - . • . . . • : : : : :.*: :* •.0. •: .*: : IVOR 90: . . • • - • • • • • + • • • • • • • . • • ••• • • .-:.FILIRRICANE.BELLEVILLE: FIBERGLASS BOOR UNIT: • • • : • . . . . . . . • • - • • • •• :•:. . • 00081S nooR UNIT . . . • : EERAE NOTES 1. • • :E.61UATerj: fOX:. ',ME* IN • s OGATIONS. A99E91140: T0. : • : THE •F1.0910A • 91.111.9w9 .o00E: .400 WHERE:PRE.9$1,19 : • • : : :• AMVIREMENTS : ... • BY : ASGE • 7 '• : : •. : • • :0ES1ON - FM' :900.0100S - ANO: OTHgli • : • A •1(041q1 •••••••• . 3. PIOLYU.R5T 14A • : I'.A4 • INDEX 50 • : ••'. •: • •:•:• -* :•:•:•'•:•:-: • : • : • : • : . •AN0 • ppp...pq..INRE:< A511.4: E84.: • :•:•:•. • • •*. • ••:•:•: .............. ............ ........ ........ .................... . . . ......... . . . . .•. • . ' • • • . . + + . . . *. • • .9EsckiFtON ...• • . • 0551014A:Ti0N • .. .• • • . • ......... • • . • SthIGLE 000R tj,W*1 WIIH IQELITE :•:-:•: : :•:•: •:•: • SINGLE 6O0R :111■111, SINaE DOOR UNIT W/ • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • i • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• 4 ••• • • • • • • • • •• • • H 1 1 [ ID DOUBLE DOOR uNrt -rtvt DO DftXE '2/11105. 0 • J.T.S . : : • :SWS: : •:.: DRAWN?) SI•itEr•:' • • . •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • •• •• • • • • • • • • • ••• • • • • ••• • D (*,T $::x: z -:1 OPTS WING. THRESHOLQ. 0 x 3; N: Dt[al 0/. i'HRE5hI0:' DETAIL "E" AS7RAGAt ATTAC ASTRAGAL . RET`AINER. BOLT S FFJKE :ROTE. TO : FRAME AS :SHOWN. 0.124 Aid.40 E0 0.090` SAFLE�C.uIG '.'¢.42'1.; . #041: O • •• • • • • • • .•:• ••:: -•:• ::R:::::.. A RETAINER 'BOLT <HOLE:: M t4T: • ..13t. D+ tLLEt7 :THROUGH:: i HE' THR SHQLl3: tsc;:(N 0 TI1E :: STRUCTt,F2E (imp.: ENOUGH F A .1.375 THROWit • DETAIL "F"'. ASTRACALL ........ .... OS•:•'••:•.• -: •• • -• • •. •:•....•.•: • • .. .... •..-•.••..• • •:: .:.:- • Dm* .11 1/05: soar I.; KWIKSET- MAXIMUM SECURITY. SERIES ORAI- 2 _ , ...:•••:-. • CYLINDRICAL AND DEADLOCK; HARDWARE: 100E. INSTALLED :. . . -.... AT ... ....: • ' * . * : - 4: 74 • 4!'.. FULL MORTISE. EIUTTHINOES.:* .: a • •• •• se. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • : • . : • • • • • • • • • • • • • • • • :•:••:•••:•: • . . . . ATTACtIMENT-:•DETAIL : • -• :•• • :• :-• :•:-:-:•:•:-: :•• •• • ••: : : :•:•: • • : • :•••:-.-:-:•: ........ . . .•.. .•.-...•••. •. • . .•.:.• i:.::ANCHOR:: • FOR i:.:0Abt4d:::b6NbitiONI:. SICWED AND SEAI:t0 :•• :.::• (FLCRIbA 1 935). MTH .THE LOWEST (LEAST) . . . . . . EATENER RATING :MOM :t.HE::01:FFEREN71:fASTENERS,..1:::::::.=.:: • •-• .QNSIDER .... FOR . THRE.SHOLD:.:FASTENERS::ANALYD::FOR:THfS :INCLUDE •••••:: WOOD:- •SCREWS•0?::4tie PHYSICAL:: SHrrt MU5T 13E PLACED IN SHIM SPACE. AT EACH Ar400k: ::• THE::WOOD ANSVAF&PA :FOR :SOUTHERN ::PINE ::LUMBER: AND:::ACHEIVEME T.APQN l'• •:.: ACHIEVE . ..•.....•.•...• -..• ".•. •.• • • •...•.•...• •.•.• • .............. ....... ........ . ................ ....................... roi.B8RS:::MUSIriElE::ANCHDRED:F!ROPERLY.::TO::::: .W000 BUCKS Y TRANSFER LOAOS TO STRUCTUR. : • ......... . . • ......... ..... ...•.•.-. SEE CVAIL ......... ....... TYPICAL faIO M. R:INSTALLAP 01 • .'0.• •..• . ...... . R.. DATE 2/ 1 /05 $ e.;..• MT.S, 8WS PWO.-.44A.1.:t141.10!