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WS-12-1633
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 177987 Permit Number: WS -8 -12 -1633 Scheduled InspectiotL Date: October 23, 2012 Inspector: Bruhn, Norman Owner: EMERSON, EDITH TYLER Job Address: 284 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: LOWES HOME CENTER INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)310 -9607 Parcel Number 1132060134710 Phone: 407/370 -2872 Building Department Comments REPLACE 1 DOOR Inspector Comments Passe , J Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 23, 2012 For Inspections please call: (305)762 -4949 Page 9 of 18 (*1'2,.f:there4- 1a- BIIIL ING PERMIT AP TION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: JOB ADDRESS: GENE. A U 31 012 FBC c7 20 ( Permit No. W c (� master Permit No. G ROOFING 2 gi4 (s GOZ-AtA Set City: Miami Shores County: Folio/Parcel #: "J (" j�b(0-012 ` H-1 10 Is the Building Historically Designated: Yes Miami Dade Zip: 3313A NO Flood Zone: Phone#: 38516 p811 OWNER: Name (Fee Simple Titleholder): 11-11 110.1 - 9 P.Le Address: "ALA .10? 3 f City: . i G iY 1 State: Tenant/Lessee Name: Email: Zip: �J Phone#: CONTRACTOR: Company Name: S -gy m CaV -1-er Phone #: O(p(4 � Address: sue, City: C ICt%1ct() State: Zip: Qualifier Name: ? i ( i fCtir0 Phone# ` (d State Certification or Registration #: C G 0 i c/ L4 11 Certificate of Competency #: Contact Phone#: 1'6L L - Email Address: l 0 Q.) 1- U( ° 1°� °- DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit $' ) 17 Square/Linear Footage of Work: 9 1 Type of Work: OAddition &Iteration ❑New , ORepair/Replace ODemolition Description of Work: , ea., ,) poor C.•� 25`�c Out —C - Color thru tile: ******** * *** ** ** *** ***** ***4 +ee * ***** * *F *** ** *m **1a11144 *** sw,ss* * *e *********way * *** * * * ** Submittal Fee $ 60 ° Permit Fee $ //0 o4 Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ DBPR $ Technology Fee $ CO /CC $ Bond $ TOTAL FEE NOW DUE $ 10. !i Bonding Company's Name (if applicable) i nding`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 properly 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, ie absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent " (f Contractor The foregoing ins ent was acknowledged before me this The foregoing instrument was acknowledged before me this �2 day of 6 , 20 by I� € . 1-491e4&Bay of j 202by who is personally known to me or who has produced 'C.. who is As identification and who did take an oath. NOTARY PUBLIC: 1. 1,i Si Print Li1 My Commission Exp MY COMMISSION 4 DD950096 EXPIRES January 05, 2014 (407)398-0153 Flortiallotstye,vlce.cory ********** * *** * **** ********* * *** **i*tR*** *** *** ****** APPROVED BY or who has produced as identification and who did take an oath. NOTARY PUBLIC: x MYCOM I N # DD950096 EXPIRES January 05, 2014 poi; 388-0153 alloiaro tvkacoro * * *** *** *** +******** *** ***** R ******** 111111 di ***1* * **** 9:91,c;fal Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07/10 /07)(Revised 06/10/2009i(Revised 3/15/09) Zoning Clerk Permit No: 12 -1633 Job Name: September 4, 2012 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The installation instructions submitted do not match tlD product approval submitted. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 -762 -4859 lap . 4(04-8255 09/05/2012 16:48 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES a001 ********************* *** TX REPORT *** ********************* TRANSMISSION OK TX/RX NO 2896 RECIPIENT ADDRESS 97864649253 DESTINATION ID ST. TIME 09/05 16:47 TIME USE 00'20 PAGES SENT 1 RESULT OK Permit No: 12-1633 Job Name: September 4, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The installation instructions submitted do not match the product approval submitted. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305-762-4859 6-9 4(04-01 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT '7/7 PERMIT #: S - g / 2 VC C 33 DATE: )1 r-\)T A) 2et1cr lir-Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: 7 f -t /oz. S From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 1i1 9 1 14—D PERMIT CLERK INITIAL: Lows Millwork Site Man /1. 1 Ard .94 11 2 12 13 3 14 15 16 17 19 19 20 __t • 1i•t-.1 • ,,..41111. I r taW tact efeaer) (v19 i 1 11:1[1.. Structure: SFR it- CondefTwntise # of stories Mean roof: Height /6 Length 4Q width Project: Windows Doors ndotrwrihse: Corner Unit(6N) if(Y) size: Doc.ir: Overhang-NM; ff(Y) si Shu ens present NN): fet) type *Indicate alternate means of egress on drawing* *indicate Ulterior layout to include bedroom* ¶1.1.1*4 Customer Mame: Address FRONT '-PeLex., too .Jt.rr .R openings to apply 25% rule* cr. WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 Analysis by: EDWARD TORRES 1327 CROTON COURT WESTON FLORIDA 33327 PHONE 954 559 -0290 AR# 094792 Description: Drouch residence 284 ne 102nd street Miami Shores, Fla. User input Data Structure Type Building Basic Wind Speed (V) 175 mph Struc Category (I, II, III, or IV; 11 Exposure (B, C, or D) Struc Nat Frequency (n1) Hz Slope of Roof 4.0 :12 Slope of Roof (Theta) Type of Roof 18.4 Deg Hipped Kd (Directonality Factor) Eave Height (Eht) 1 12.00 ft Ridge Height (RHt) 20.00 ft Mean Roof Height (Ht) 16.00 ft Width Perp. To Wind Dir (B) 70.00 Width Paral. To Wind Dir (L) 60.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.27 Flexible Structure No Calculated Parameters Importance Factor 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 Gust Factor Category I Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 Gust Factor Category II: Rigid Structures - Complete. Analysis Zm Zmin 0.851 15.00 ft Izm Cc * (33/z) ^0.167 Gust2 0.2281 I *(zm/33) ^Epsilon 427.06 (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9018 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8734 850 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 840 820 800 790 780 770 760 750 740 830 810 Condition Gcpi Max+ Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial http://www.docudesk.com 8/24/2012 a12J.1 IIz, Page No. 1 of 5 8/24/2012 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 700 680 670 660 Kz Kzt qz vVV Pressure (Ib /ft"2) Windward WaII* Leeward Wall Total Shear Moment Ib /ftA2 +GCpi -GCpi +GCpi -GCpi + / -Gcpi (Kip) (Kip -ft) 20 0.90 1.00 70.71 40.97 55.19 -23.90 -9.68 64.87 18.16 36.33 16 0.86 1.00 67.46 38.76 52.98 -23.90 -9.68 62.66 22.55 74.85 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 424.37 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 762.61 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 1100.85 15 0.85 1.00 66.55 38.15 52.37 - 23.90 -9.68 62.04 22.55 1439.10 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 1777.34 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 2115.59 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 2453.83 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 2792.08 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 3130.32 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 3468.57 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 3806.81 15 0.85 1.00 66.55 38.15 52.37 - 23.90 -9.68 62.04 22.55 4145.05 15 0.85 1.00 66.55. 38.15 52.37 -23.90 -9.68 62.04 22.55 4483.30 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 4821.54 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 5159.79 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 5498.03 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 5836.28 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 6174.52 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 6512.76 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 6851.01 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 7189.25 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 7527.50 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 7865.74 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 8203.99 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 8542.23 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 8880.48 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 9218.72 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 9556.96 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 9895.21 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 10233.45 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 10571.70 15 0.85 1.00 66.55 38.15 52,37 -23.90 -9.68 62.04 22.55 10909.94 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 11248.19 15 0.85 1.00 66.55 38.15 52.37 - 23.90 -9.68 62.04 22.55 11586.43 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 22.55 11924.68 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 87.70 12751.51 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) Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 2 of 5 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 I Z Variable Kh Formula Value Units Kht Qh 2.01 *(Ht/zg) ^(2/Alpha) Topographic factor (Fig 6-4) .00256 *(V) ^2 *I *Kh *Kht *Kd 0.86 1.00 39.50 psf Khcc Comp & Clad: Table 6-3 Case 1 0.86 Qhcc .00256 *V ^2* I* Khcc *Kht *Kd 39.50 psf INall Pressure Coefficients; Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Roof Pressure Coefficients Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind Normal to 70 ft Face Additional Runs may be req'd for other wind directions Cp Pressure (psf) +GCpi ... -GCpI Leeward Walls (Wind Dir Normal to 70 ft wall) -0.50 -23.90 -9.68 Leeward Walls (Wind Dir Normal to 60 ft wall) -0.47 -22.78 -8.56 Side Walls -0.70 -30.61 -16.39 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 70 ft face Windward - Min Cp -0.37 -19.63 -5.41 Windward - Max Cp 0.12 -2.98 11.24 Leeward Normal to Ridge -0.57 -26.18 -11.96 Overhang Top (Windward) -0.37 -12.52 -12.52 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 Ridge (All Theta). for Wind Normal to 60 ft face Dist from Windward Edge: 0 ft to 32 ft - Max Cp -0.18 -13.15 1.07 Dist from Windward Edge: 0 ft to 8 ft - Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 8 ft to 16 ft - Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 16 ft to 32 ft - Min Cp -0.50 -23.90 -9.68 Dist from Windward Edge: > 32 ft -0.30 -17.18 -2.96 Kh Kht = Qh = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients. GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg) ^(2/Alpha) Topographic factor (Fig 6 -2) 0.00256* (V) ^2* I mp Fac* Kh* Kht* Kd 0.86 1.00 39.50 8/24/2012 Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 3 of 5 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 18.4 Deg Theta = Angle of Roof 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 67.46 22.68 46.96 2 -0.69 0.18 -0.18 67.46 -58.69 -34.41 3 -0.47 0.18 -0.18 67.46 -43.73 -19.45 4 -0.42 0.18 -0.18 67.46 -40.14 -15.86 5 -0.45 0.18 -0.18 67.46 - 42.50 -18.21 6 -0.45 0.18 -0.18 67.46 -42.50 -18.21 1 E 0,78 0.18 -0.18 67.46 40.46 64.75 2E -0.54 0.18 -0.18 67.46 -48.57 -24.29 3E -0.51 0.18 -0.18 67.46 -46.55 -22.26 4E -0.62 0.18 -0.18 67.46 -53.81 -29.52 * p = qh * (GCpf - GGpi) Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft 8/24/2012 Developed by Mena Enterprises, Inc. Copyright 2006 Page No. 4 of 5 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com 8/24/2012 a= WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 a 6.00 a Hipped Roof 7 < Theta < =27 a help Screen Component width (ft) span (ft) Area (ftA2) Zone GCp Nind Press (Iblft"2 Max Min Max Min 1 DOOR 3.1 6.67 20.68 4 0.94 -1.04 44.41 -48.36 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 5 of 5 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com BusinesA) Professina Regulation -broVioffirneWits$' BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stets & Fads Publications , FBC Staff BCIS Site Map ' Links Search License efficiently. RegLote fahrly, sf.T.R7,7731-477 '.T.fardLar Product Approval USER Public User Product Anurovai Menu Product or Application earch > AppliCation List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/ Email Category Subcategory Compliance Method FL8228-R5 Affirmation 2010 Approved Masonite International 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Documentation from approved Evaluation or Val dation Entity Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Ld 1 affirm that there ore no C,1•10.npf-;;,, Building Gk>de which =r_iflor; n y protiact(5f aro in COrnpliarICO Wan MC flk,w f • Building Code Yes No NIA Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 02/06/2012 02/06/2012 02/13/2012 Summary of Products Model, Number or Na1ne Description Fiberglass Side - Hinged Door Unit 6-8" Opaque VS and O/S Single Door Limits of Use Approved for use in HVHZ Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +85.0/ -85.0 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, does not exceed the design pressures listed. 3' -0° x 6-8° max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- FLO160 -07 for additional information. Certification Agency Certificate FL8228 R5 C CAC N1006900.01.pdf Quality Assurance Contract Expiration Date 12/31/2014 I nstallation Instructions FL8228 R5 II FLO160Dx.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 504A.pdf Created by Independent Third Party: Yes 8228.2 QFiberglass Side - Hinged Door Unit 8' -0° Opaque I/S and O/S Single Door 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, does not exceed the design pressures listed. 3' -0° x 8' -0° max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- • FLO161 -07 for additional information. Certification Agency Certificate FL8228 R5 0 CAC N1006900.02.pdf Quality Assurance Contract Expiration Date i 12/31/2014 I nstallation Instructions FL8228 R5 II FLO161 Dx.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 503A.pdf Created by Independent Third Party: Yes 8228.3 Fiberglass Side - Hinged Door Unit 6' -8° Opaque Inswing 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 Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12' -0° x 6' -8° max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- FLO160 -07 for additional information. Gbrtification Agency Certificate FL8228 R5 C CAC N1006900.01.pd1 Quality Assurance Contract Expiration Date 12/31/2014 I nstallation Instructions FL8228 R5 11 FLO160Dx.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 502Apdf Created by Independent Third Party: Yes 8228.4 (Fiberglass Side - Hinged Door Unit 6-8° Opaque Outswing 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: +55.0/ -50.5 Other: Evaluated for use in locations adhering Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements determined by ASCE 7, does not exceed the deign pressures listed. 12' -0° x 6-8° max nominal size. Hurricane protective system required in HVHZ, required in the Wind Bome Debris Region. See FLO160 -07 for additional information. to the as but not DWG -MA- Certification Agency Certificate FL8228 R5 0 CAC N1006900.01.pdf Quality Assurance Contract Expiration Date 12/31 /2014 I nstallation Instructions FL8228 R5 II FLO160Dx.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 502A.odf Created by Independent Third Party: Yes 8228.5 Fiberglass Side - Hinged boor Unit 8' -0° Opaque Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ Yes Approved for use outside HVHZ: Yes Certification Agency Certificate FL8228 R5 0 CAC N1006900.02.pdf Quality Assurance Contract Expiration Date I m pact 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, does not exceed the deign pressures listed. 12' -0° x 8' -0° max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG-MA- FLO161 -07 for additional information. 12/31/2014 1 nstallation Instructions FL8228 R5 II FL0161 Dx.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 501A.pdf Created by Independent Third Party: Yes 8228.6 (Fiberglass Side - Hinged poor Unit 8' -0" Opaque Outswing 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: +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, does not exceed the deign pressures listed. 12' -0° x 8' -0° max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- FL0161 -07 for additional information. Certification Agency Certificate FL8228 R5 C CAC N1006900.02.pdf Quality Assurance Contract Expiration Date 12/31 /2014 I nstallation Instructions FL8228 R5 11 FL0161 Dx.0 if Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 501A.pdf Created by Independent Third Party: Yes 8228.7 Fiberglass Side -Hinged Door Unit 6' -8° Glazed Inswing 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: No Design Pressure: +52.0/ -52.0 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, does not exceed the design pressures listed. 12' -0° x 6' -8° max nominal size. Hurricane protective system required in HVHZ and the Wind Bome Debris Region. See DWG -MA FL0162 -07 for additional information. Certification Agency Certificate FL8228 R5 C CAC NI006900.03.pdf Quality Assurance Contract Expiration Date 12/31/2014 I nstallation Instructions FL8228 R5 II FLO162Dx.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 502Apdf Created by Independent Third Party: Yes 8228.8 Fiberglass Side - Hinged Door Unit 6-8" Glazed Outswing 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: No Design Pressure: +55.0/ -55.0 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, does not exceed the design pressures listed. 12' -0° x 6' -8° max nominal size. Hurricane protective system required in HVHZ and the Wind Bome Debris Region. See DWG -MA FLO162 -07 for additional information. Certification Agency Certificate FL8228 R5 C CAC N1006900.03.pdf Quality Assurance Contract Expiration Date 12/31/2014 I nstallation Instructions FL8228 R5 11 FL0162Dx.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 502A.pdf Created by Independent Third Party: Yes 8228.9 Fiberglass Side - Hinged Door Unit r 8' -0° Glazed Inswing 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: No Design Pressure: +40.0/ -45.0 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, does not exceed the design pressures listed. 12' -0° x 8' -0° max nominal size. Hurricane protective system required in HVHZ and the Wind Bome Debris Region. See DWG -MA FL0163 -07 for additional information. Certification Agency Certificate FL8228 R5 C CAC N1006900.04.pdf Quality Assurance Contract Expiration Date 12/31/2014 I nstallation Instructions FL8228 R5 II FL0163Dx.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 501Apsff Created by Independent Third Party: Yes 8228.10 Fiberglass Side - Hinged Door Unit 8' -0° Glazed Outswing 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: No Certification Agency Certificate FL8228 R5 C CAC N1006900.04.pdf Quality Assurance Contract Expiration Date 12/31/2014 Design Pressure: +43.0/ -47.0 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, does not exceed the design pressures listed. 12' -0° x 8' -0° max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG -MA FLO163 -07 for additional information. 1 nstallation Instructions FL8228 R5 11 FLO163Dx.Ddf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 501Apdf Created by Independent Third Party: Yes 8228.11 Fiberglass Side - Hinged Door Unit e 6' -8° Impact Glazed Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ No Approved for use outside HVHZ Yes Impact Resistant: Yes Design Pressure: +52.0/ -52.0 Other: Evaluated for use in locations adhering to the Florida Building Code not 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 6' -8° max nominal sine. See DWG- MA- FL0162 -07 for additional information., Certification Agency Certificate FL8228 R5 C CAC N1006900.05.0df Quality Assurance Contract Expiration Date 12/31 /2014 I nstallation Instructions FL8228 R5 II FL0162Dx.p5df Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 502Apdf Created by Independent Third Party: Yes 8228.12 Fiberglass Side - Hinged Door Unit 6' -8° Impact Glazed Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ No Approved for use outside HVHZ: Yes I m pact Resistant: Yes Design Pressure: +55.0/ -55.0 Other: Evaluated for use in locations adhering, to the Florida Building Code not 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 6' -8° max nominal size. See DWG- MA- FLO162 -07 for additional information. Certification Agency Certificate FL8228 R5 0 CAC NI006900.05.pdf Quality Assurance Contract Expiration Date 12/31/2014 I nstallation Instructions FL8228 R5 11 FLO162Dx.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 502A.Ddf Created by Independent Third Party: Yes 8228.13 Fiberglass Side - Hinged boor Unit 8' -0° Impact Glazed Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVI- Z No Approved for use outside HVHZ Yes Impact Resistant: Yes Design Pressure: +40.0/ -45.0 Other: Evaluated for use in locations adhering to the Florida Building Code not 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. See DWG- MA•FL0163 -07 for additional information. Certification Agency Certificate FL8228 R5 0 CAC N1006900.06.pdf Quality Assurance Contract Expiration Date 12/31/2014 I nstallation Instructions FL8228 R5 11 FLO163Dx.0df Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 501Apdf Created by Independent Third Party: Yes 8228.14 Fiberglass Side - Hinged Door Unit 8' -0° Impact Glazed Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.0/ -47.0 Other: Evaluated for use in locations adhering to the Florida Building Code not 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. See DWG- MA- FL0163 -07 for additional information. Certification Agency Certificate FL8228 R5 0 CAC NI006900.06.pdf Quality Assurance Contract Expiration Date 12/31/2014 I nstallation Instructions FL8228 R5 11 FLO1630x.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R5 AE 501Aodf Created by Independent Third Party: Yes I Back Next Contact :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850-48 -1824 The State of Florida is an AA/EEO employer. Convdaht 2007 -$010 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement, Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public - records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web aooessibillty, please contact our Web Master at webmaster@dborstate.fl.us. f"roduct Approval Accepts: NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: Certification Date: Expiration Date: Revision Date: N1006900.01 01/14/2007 12/31/2014 09/27/2011 Product: Fiberglass Opaque Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested. To TAS 202 -94 /ASTM E330 /ASTM E1886/E1996 impact Rating: Wind Zone 4- Missile Level D The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within tin document. The certitica.tion label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Li tin at www.Namicertifica►tton.com NAMI's Certification Pro ram is accredited b The American National Standards Institute (ANSI). Configuration Ius ittg or Q Glazed ar i axitrlitm Size Structural Design Pressure Water Test Presstai a iUiis i.Ie Impact Rated Test Report. Number Drawing Number & Comments X Sint le I/S Opaque 3'0" x 6'8" +851 -85 2.86 psf Yes NC TL-210-3358-1 Maximum Panel Size: 3'0" x 6'8 Ana Iltor Dctail- MA-R0160-07 X Single g O/S Opaque 3 "Q" x 6'$" +85/-8.5 10.5 psf Yes %ICTL- 210. 3358- IICILA -772W Maximutn Panel Size- 3'0" x 6IF' Anchor Detail-MA-FL0160.07 XX Double 1/S Opaque 6'0" x 6'8" +50.5/ -50.5 2.86 psf Yes NC1'L- 214 - 31.05= 1/210- 3314- 1A_C1'LA- 772 ° -2 Maximum Panel Size. 310" x 6'8" ISidelite: 3'0" x Anchor Detail- MA- PLOI60.07 XX Double 0/S Opaque 6'0" x 6'8" +551 -50.5 6.00 psf 8.25 psf* Yes NC 1-1: 210. 3105.1/210- 3314- IA.C1LA- 772W -2 Maximum Panel, Size: 3'0" x 6'8 "fSidelite: 3'0" x 6'8" Anchor Detail- MA.F1A0160 -07 XO /OX Single w /Stdeilte 1/S Opaque Door Glazed Sidelite 6'0" x 6'8" +50.51 -50.5 2.86 psf Door -Yes Sidel ite-Ne Door -Yes Sidelite -No NCTL- 210- 3105. 11210-3314- 1A.CTL/ 772W -2 Mmtmum 11$ " /Oidelit 3'0" x 6'8" Anchor Detail-MA-H.0160-07 1L- 210 - 3103 -1 /210- 3314- 1A,CTLA- 772w -2 Maximum Panel Size: 3'0- x 6'8" /Sidelites 3'0" x 6'8" Anchor Detail- MA- F1.0160 -07. XO /OX Single w /Sidelites 0/S Opaque Door Glazed Sidclite 6'0" x 6'8" +55/-50.5 6.00 psf 8.25 psf* OXO Single g 1/S Opaque Door Glazed Sidelites 9'0" x 6'8" +50.5/ -50,5 2.86 psf Door -Yes Sidelites -No 1 CT1.- 210 -3105- 1/210;3314- IA :c'rLA -772' 2 Maxlittom Panel ;Size :3'©'x.6'8 " /sldelite :3.4'x 6'8" Anchor Detail -MA -1 L0160 -07 OXO Sin le 4w /Sidel:ites g O/S Opaque Door Glazed Sidelites 9''0' x 6'8" +55/ -50.5 6.00 psf 8,25. psf* Door -Yes Sidetites -No Ncri - 210 -3105 1'210.3314 1f\.1 I LA- 772W -2 Maximum Panel Size 3'0" x 6 8" /Sidelites 3'0' x 6'8" Anchor Detail -MA- 110160.07 OXXO Double w /Sidelites l S Opaque Doors Glazed. Sidelites 12'4" x 6'8" +50.5/ -50.5 7.86 psf Doors -Yes Sidelites -No NCIL -210- 3105.1 /210- 3314- 1A.CTLA -772W' Maximum Panel`Size: 3'0" x 6'8° /Sidelites 3 °0" x 6'8" Anchor Detail - NIA- FL0160 -07 OXXO Double �v /Sidelites O/S Opaque Doors Glazed Sidelites 12'4" 6'8" +55/ -50.5 6.00 psf $.25 psf* P Doors -Yes Sidelites -No NcrL- 210 - 3105 - 1/410-3314- 1A,CTLA-772V 2 Ma imum Panel Size: 3'0- x 61"/Side6te: 3'tt x 6'8" Anchor Detail- MA- N.0160 -07 •Denot High Dam Threshold Design National Accreditation Management Institute, Inc. /4794 George Washington Memorial Highway/Hayes, V r ` 3'172 Tel: (804) 684- 5124/Fax: (804) 684- 5122 NAMI AUTHORIZED SIGNATURE: SIDE - HINGED FIBERGLASS DOOR UNIT 6` -8" DOUBLE DOOR WITH ! WITHOUT SIDELITES 1 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. WHEN INSTALLED IN E(SHUTTERS) VELOCITY HURRICANE HURRICANE PROTECTIVE SYSTEM S `HVHZ }, REQUIRED. 3. WHEN INSTALLED IN THE WIND -BORNE DEBRIS REGION, EXCLUDING THE HIGII VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON- IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 + AND SMOKE DEVELOPED INDEX OF 115 PER ASTM 084. 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN /MIN SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH* ASTM 0638 3.2% DIFF 6. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F RATE OF BURNING ASTM 0635 0.77 IN /MIN SMOKE DENSITY ASTM D2843 13,4% TENSILE STRENGTH. ASTM D638 -7.50% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 7 IMPACT GLAZING LAMINATE MIAMI DADE BCCO N04 09- 0127.13 I1 ®® 0 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS ®® SINGLE DOOR UNIT WITH SIDEUTE 21" MAX - D. L.O. -- 149" MAX. OVERALL FRAME WIDTH 36.375" MAX. --- PANEL WIDTH - W /ASTRAGAL 37.5" MAX. FRAME WIDTH MAX. FRAME HEIGHT 81 g co • 0 00 S' 1RLE DOOR UNIT W /SJDELITES 00 • 0 J SINGLE D00 UNIT SINGLE DOOR UNIT W /SIDEUTES WIT! -I S1DELITE MAX. PANEL HEIGHT 79.250' Mtlanium PAW Costkagadb.: N1064,900 -fel Reviewed By: Etta Ilevient 9141`, 00 r 7 DOUBLE D008 UNIT W /SIDELITES * High Darn Threshold Design KURT 8ALTHAZOR FLORIDA P. E. #56533 1- ce 1, w tn rn z 311) .-0 r N 07 00 cr, 0 Q 0 z 1n 0 DATE! 1/5/07 E: N.T.S. DWG. er: SWS HK. BY 044450 NO.: DWG-MA-F1,0160-07 SHEET 1 OF 3 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* X 37.5" +85.0 / -85.0 +85.0 / -85.0 +19.0 / -19.0 +70.0 / -70.0 +70.0 / -70.0 XX 74" +50.5 / -50.5 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 OX or XO 75" +50.5 / -50.5 L. +50.5 7 -50.5 +55.0 / -50.5 / +55.0 7 -50.5 +19.0 / -19.0 +19 0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 11' +40.0 7 40.0 +550 / -50.5 0 XO 9 " * High Darn Threshold Design KURT 8ALTHAZOR FLORIDA P. E. #56533 1- ce 1, w tn rn z 311) .-0 r N 07 00 cr, 0 Q 0 z 1n 0 DATE! 1/5/07 E: N.T.S. DWG. er: SWS HK. BY 044450 NO.: DWG-MA-F1,0160-07 SHEET 1 OF 3 3" SEE DETAIL "0" 3" — SEE DETAIL E" 3" — 6" 3" —� 3. O 1 I 6" © r6" 6' ---1 'ice ilMi — !— 6" 6" 3" l % 6 " -►1� I O — F �6" 6 "� I1 ■. 3" - -1 DETAIL "D" 1.375" INSWIN•; THRESHOLD 3" 6" #10 x 2" #10 x 5/8" #10 x 5/8" #10 x 2" 0.962"l 1 —3" FRAME / DOOR DETAIL "C" TYPICAL #10 x 3/4" #10 x 3/4" 1.75" t OUTSW NG THRESHOLD HIGH DAM 0/S THRESHOLD 047" 3" - 6" I— 3 "t U a SEE DETAIL v) "0" SEE DETAIL RddeldiabWM CedWimO Ntoot,9QQ -1 / 2- 1/2" ,o17.=1/‘ DETAIL "E" ASTRAGAL, ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.124" ANNEALED 0.090" SAFLEX IIIC 0.124' ANNEALED DOW 832 ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL OEOORATIVE INSERT (OPTIONAL) DOW 832 .0124" I TEMP. EXTERIOR INTERIOR TYPICAL GLAZING DETAIL IMPACT RATED GLASS DOW 832 DOW 832 .EKIEDD - INTERIOR TYPICAL GLAZING DETAIL NON - IMPACT GLASS #6 X 1-1/2" PHS 0. z Z 4 a 0 U ma m z 0 OA 1/5/0 SCALE: N.T.S G. Br: SW T CHK. 8Y: DRAWING NO.: DWG -MA-F10 160- -c7 SHEET 2 OF _ SEE DETAIL "C" SHT. 2 SEE DETAIL "E" SHT. 2 3" — 3" N d SEE DETAIL SHT. 2 w D_ 0 SEE DETAIL "F" 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 1110 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON' EDGE DISTANCE. MIN 2 -5/8 ". 2. MULLIONS TO BE 2 -1/2" X 4 -3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" 0.0. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" 0.C. 3. 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 ". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1.50" MIN 3" --{ 6" --- 3" — 6" 3" b 3'� -! I KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND -- I --a I —o" I 6" —1 1�- o--- 1 1 2. 4" X 4' FULL MORTISE BUTT HINGES. f I I I -r 3 6" HARDWARE SCHEDULE 6" —I " 3" 6" —I I_ 3" 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" MIN t CL -I 1_ — 0.25" SHIM Atlm 6 WI Wean No.: Nraoc,409_,,, Rkend PT. Date %%ward: TYPICAL MASONRY ANCHOR INSTALLATION cc O Cj U(2)co ...1 Q 0 - (r cc C7 O Z Q — - Lc) CD O �� - • 0 0 333 3 0 Q �z O � Z O O_ 0 U 0 a DATE: 1/5/07 SCALE: N.T.S. C. BY: S S CHt. BY DRAWNG NO.: DWG- MA- FLO16o -07'. SHEET 3 CF .3 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336 -945 -9695 Manufacturer. Masonite Report #: 504A Date: 12/29/09 Product: Single Door 3'x6'8" Score: 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: This analysis verifies anchoring for the following drawings: DWG- MA- FL0120 -05 DWG- MA- FL0130 -05 DWG- MA- FLO153 -06 DWG- MA- FL0122 -05 DWG- MA- FL0132 -05 DWG -MA FL0155-06 DWG- MA- FL0124 -05 DWG- MA- FL0134-05 DWG- MA- FL0156-06 DWG- MA- FL0126 -05 DWG- MA- FL0140 -05 DWG- MA- FL0160 -07 DWG- MA- FL0128 -05 DWG- MA- FLO151 -06 DWG -MA FL0162 -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 Side member: • Douglas Fir -Larch Side member thickness: t, : 1.000 in Side member dowel bearing strength: F. = Minimum required penetration: Duration Factor: Co = Allowable Design Value: Z'= (NDS 2005,11.3) 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 4,650 psi Main member dowel bearing strength: Fe,,, = 3,350 psi 1.330 in Screw bending yield strength: Frb ' 80,000 psi 1.6 Tabulated lateral design value: Zr, 107.0 Ibs 171 Ibs/anchor Mode IV Fastener type: Substrate: Minimum embedment: Minimum edge distance: Tabulated shear design value: Z Minimum edge distance: Tabulated shear design value: Z = Actual edge distance: Design value per interpolation: Z Allowable besign Value: Z'= 3/16" ITV Tapcon Hollow block 1.25 in N.O.A. 07- 1126.10 1.13 in Minimum C to C spacing: 1121bs Actual C To C spacing: 2.63 in C to C spacing factor: 197 Ibs 2.50 in 189 Ibs 189 Ibs/anchor 2.25 in 3.00 in 1.00 Minimum anchor capacity: 171 Ibs/anchor Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capachy. Anchor calculations, minimum required anchors Pressure against stops with bump threshold: 36.38 A2 . A2 1 / 79.25 Single. Pressure away from stops: 36.38 Al : Al 1 of 2 79.25 Design pressure: 85.0 psf Zone Area Utz) Load Obs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Load Obs) At 2.3 195 N/A N/A 171 2 98 OK A2 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Area (ft2) Load Obs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Load Obs) Al 10.0 851 6.00 18.00 171 5 170 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336 - 945 - 9695 Manufacturer: Masonite Report #: 504A Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Ai Y, 2 Anchor Locations: 79.25 6.00 TYP. 6.00 i 13.45 MAX. O.C. 6.00 79.25 18.19 36.38 Design pressure: 85.0 psf 2 one Area Load Ind. Max. Anchor Result Load (ft) z abs) (in) (i) ) ' abs) Al 2.3 195 N/A N/A 171 2 98 OK A2 8.9 753 6.00 18.00 171 5 151 OK 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. 2 of 2 TA' iez AA, Luis R. Lomas P.E. FL No.: 62514 1/7/2010