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WS-12-1299Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177346 Permit Number: WS -7 -12 -1299 Scheduled Inspection Date: August 22, 2012 Inspector: Bruhn, Norman Owner: HERSH, ELAN AND ANNE - CAMILLE Job Address: 102 NE 109 Street Miami Shores, FL 33161 -7042 Project: <NONE> Contractor: LOWES HOME CENTER INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360090160 Phone: 407/370 -2872 Building Department Comments REMOVE AND REPLACE FRONT DOOR WITH IMPACT Passe r6.701-41 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 175831. No Access. 1:44 NB 60, August 22, 2012 For Inspections please call: (305)762 -4949 Page 27 of 38 BUILDING PERMIT 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: �e ���,� JOB ADDRESS: tbL N � tva-S i' ralb JUL 1 Z 111° 11 Permit No. 99 Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 11 `Z. 1 3 (p -- ) -- 6) 1 LQ 0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Flan- '41e VS Phone#: Address: t C 2 N �. l ®C Sl YtXf' City: M lU M\ 5 a` e 5 State: H Zip: Tenanf/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: C � - �� C,ean v Phone #: Address: Pp f�Y -78 ( 3 `lam City: ll j�O State: . � — Zip: p�� Q� (� �,� Phone #: 7 8(r ualifier Name: State Certification or Registration #: CeCt ---) Contact Phone#: 784 `� L /2-5 Email Address: 11/1 ro 1 Fu 1( DESIGNER: Architect/Engineer: Phone#: Certificate of Competency #: Value of Work for this Permit: $ Square/Linear Footage of Work: 2 Type of Work: ❑Addition j( `teration ONe1w,� ORepaiirr/Replacee� r UDemolitition Description of Work: 1��A��, V'C, l�l_i:;e L� 01- 40 I �.i Color thru tile: ******** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ o 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. In th 7absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 77 Signature Owner or Agent Contractor The foregoing instrument was acknc2. ledged b f re me this_ The foregoing instrument was ackno ed bef e , day i 20I2,by to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: e or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: FTO who s personally kno My Commission Ex Notar; es"; i'" `_ _ BondEd Three gh Votary SSn. Sign: Print: My Commission lorida I`,'. ,mm. ,.x ,eir;.s Dec << , Commission # DO 921G29 Bonded 7hr.:gh National i otery Assn. ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** * * * * * * ** ****n<s+** ****** * ******* *gyp*** *** ******:x********* *** **** ** APPROVED BY � ?>4.3:11 2., Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) ``` Lowe's Millwork Site Plan ::.:: ........ cP I� Openings: - WILT 1. 37• I 2 c D 0 D CA m D Pa rD GA rf 5% -moo NJ rrnn rwit1 9/ < / JAMB 6 3 ti) ® -8 cn ss WIDTH INSWING 52' s° - � ,. p 0 o i. =� °< ° L� a ) ° 5m5 \ M ill 62'-8° Corn- 1. ---:' - -: _ 1--o" ------.- i -- •-ding number) Property Information Structure: SFR Y Condo /Twnhse 1 of stories 1 ---'-- ~'--- °--'-----'-'"' Mean Roof: Height 13' Length 62 Width 52 Project: Windows Doors X 22' -8° 26' 6° L3._e• Comer Unit(Y /N) Size: y ' `/� ]__�(. % �7 �, COU v N- �ca L01 L4t- C/9 Doors: Overhang (Y /N) N if (Y) size: Shutters present(Y /N) N if (Y) type Customer Nome: HERSH ELAN Address: 102 NE 109TH STREET MIAMI SHORES FL 33161 Phone: 305 764 - 6542 { L >;,; 21st Century t;•vmtmetias$, inn! * Indicate altemate means of egress on drawing a * * Indicate interior layout to include bedrooms °' K }a'e ihn rW.t•+n. FL 33481-14:19 PR:5434M -21144 3:'1::414_4$g.,M8 timgeNtsKcisom trs 4 WIND10 Detailed Wind Load Design (Method 2) perASCE 7 -10 Analysis By: Edward Torres 1327 Croton Court, Weston Florida 33327 Description: HERSH RESIDENCE 102 NE 109TH STREET MIAMI SHORES FLORIDA User Input;, Data Structure Type Building Basic Wind Speed (V) 175 mph Struc Category (1, 11, 111, or IV: I I Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Slope of Roof 4.0 :12 Slope of Roof (Theta) 18.4 Deg Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 9.00 ft Ridge Height (RHt) 17.00 ft Mean Roof Height (Ht) 13.00 ft Width Perp. To Wind Dir (B) 62.00 ft Width Paral. To Wind Dir (L) 52.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.25 Flexible Structure No Calculated Parameters Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust. Factor Category I: Rigid Structures Simplified. Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc * (33/z) "0.167 0.2281 Lzm I *(zm/33) ^Epsilon 427.06 ft Q (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9089 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8771 Gust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi 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 7/11/2012 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com Page No. 1 of 4 7/11/2012 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 990 980 Kz Kzt qz Ib /ft"2 Pressure (Ib /ft"2) 2.01 *(15 /zg) ^(2/Alpha) Windward WaII* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + /-Gcpi (Kip) (Kip -ft) 17 0.87 1.00 68.33 39.71 53.21 -22.69 -9.19 62.40 7.74 7.74 15 0.85 1.00 66.55 38.51 52.01 - 22.69 -9.19 61.19 7.74 131.54 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 7.74 247.61 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 7.74 363.68 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 64.65 906.57 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) Variable: Formula Value Units Kh 2.01 *(15 /zg) ^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 37.50 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 Qhcc .00256 *V ^2 *I *Khcc *Kht *Kd 37.50 psf Wall 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 62 ft Face - C' Additional Runs may be req'd for other wind directions Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Normal to 62 ft wall) Leeward Walls (Wind Dir Normal to 52 ft wall) Side Walls -0.50 -0.46 -0.70 -22.69 -9.19 -21.46 -7.96 -29.06 - 15.56 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 62 ft face Windward - Min Cp -0.36 -18.35 -4.85 Windward - Max Cp 0.14 -2.42 11.09 Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer Trial :: http: / /www.docudesk.com Page No. 2 of 4 ° WIND1O Detailed Wind Load Design (Method 2) per ASCE 7 -10 Leeward Normal to Ridge -0.57 -24.86 -11.36 Overhang Top (Windward) -0.36 -11.60 -11.60 Overhang Top (Leeward) -0.57 -18.11 - 18.11 Overhang Bottom (Applicable on Windward only) 0.80 45.26 45.26 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 52 ft face Dist from Windward Edge: 0 ft to 26 ft - Max Cp Dist from Windward Edge: 0 ft to 6.5 ft - Min Cp Dist from Windward Edge: 6.5 ft to 13 ft - Min Cp Dist from Windward Edge: 13 ft to 26 ft - Min Cp Dist from Windward Edge: > 26 ft -0.18 -0.90 -0.90 -0.50 -0.30 - 12.49 -35.44 -35.44 -22.69 -16.31 1.01 -21.94 -21.94 -9.19 -2.81 Kh = Kht = Qh = Theta = * 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 *(15/zg) ^(2 /Alpha) Topographic factor (Fig 6-2) 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd Angle of Roof 0.85 1.00 = 37.50 18.4 Deg Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.52 0.18 -0.18 66.55 22.37 46.33 2 -0.69 0.18 -0.18 66.55 -57.90 - 33.94 3 -0.47 0.18 -0.18 66.55 -43.14 -19.18 4 -0.42 0.18 -0.18 66.55 -39.60 -15.64 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 -0.51 0.18 -0.18 66.55 -45.92 -21.96 7/11/2012 Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 3 of 4 PDF Created with deskPDF PDF Writer Trial :: http: / /www.docudesk.com WIND1O Detailed Wind Load Design (Method 2) perASCE 7 -10 D 4E 1 -0.62 1 0.18 1 -0.18 1 66.55 1 -53.08 1 -29.12 11 *p= qh *(GCpf -GCpi) Figure 6 -11 - External Pressure Coefficients; GCp, Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.2 =_> 5.20 ft a Hipped Roof 7 < Theta <= 27 Double Click on any data entry line to receive a help Screen Component Width (ft) Span (ft) Area (ftA2) Zone GCp Nind Press (Ib /ftA2 Max Min Max Min 1. DOOR 3.1 6.67 20.68 4 0.94 -1.04 42.16 -45.91 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com 7/11/2012 Page No. 4 of 4 Florida. Building Code Online DeprIrler Busines Profess' G" �F BCIS Home Owls* effi er. ly. laic fait. Page 1 of 5 Log In ? User Registration Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Aoproval Menu > Product or Application Search > goolication List > Application Detail FL # FL15180 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address /Phone /Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rIckw@rwbIdgconsultants.com Authorized Signature Vivian Aright rickw@rwbIdgconsultants.com Technical Representative Scott Johnson Address /Phone /Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address /Phone /Email Category Subcategory Compliance Method 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. F Validation Checklist - Hardcopy Received Certificate of Independence FL15180 RO COI Certificate Of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 http: / /www.floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgsidcHd6ieP8H... 6/26/2012 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code ASTM E84 2005 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL15180 RO Emily of STANDARDS.Ddf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page rm ' 02/07/2012 02/26/2012 03/05/2012 04/03/2012 t Page 1 /2 ii o FL # Model, Number or Name Description 15180.1 a. Smooth /Wood Grain /Rustic /Mahogany Series N Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.1 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Installation Instructions FL15180 RO II Inst 15180.1.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.1.Ddf Created by Independent Third Party: Yes 15180.2 b. Smooth /Wood Grain /Rustic /Mahogany Series N q Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door with "Impact" Sidelite - Outswing (OX or XO - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: See INST 15180.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15180 RO II Inst 15180.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.2.odf Created by Independent Third Party: Yes 15180.3 c. Smooth /Wood Grain /Rustic /Mahogany Series N Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door with "Impact" Sideiites - Outswing (OXO - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15180 RO II Inst 15180.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.3.0df Created by Independent Third Party: Yes 15180.4 d. Smooth /Wood Grain /Rustic /Mahogany Series N Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door - Outswing (XX - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15180 RO II Inst 15180.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.4.odf Created by Independent Third Party: Yes http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgsidcHd6ieP8H... 6/26/2012 1 Florida Building Code Online Page 3 of 5 15180.5 e. Smooth /Wood Grain /Rustic /Mahogany Series Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with "Impact" Sidelites - Outswing (OXXO - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.5 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL15180 RO II Inst 15180.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.5.odf Created by Independent Third Party: Yes 15180.6 f. Smooth /Wood Grain Series N Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. a Installation Instructions FL15180 RO II Inst 15180.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.6.pdf Created by Independent Third Party: Yes 15180.7 g. Smooth /Wood Grain Series N Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door with "Impact" Sidelite - Outswing (OX or XO - Conflguration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.7 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL15180 RO II Inst 15180.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.7.odf Created by Independent Third Party: Yes 15180.8 h. Smooth /Wood Grain Series N Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door with "Impact" Sidelites - Outswing (OXO - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.8 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL15180 RO II Inst 15180.8.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.8.odt Created by Independent Third Party: Yes 15180.9 1. Smooth /Wood Grain Series N Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door - Outswing (XX - Configuration) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. q Installation Instructions FL15180 RO II Inst 15180.9.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.9.odf Created by Independent Third Party: Yes 15180.10 j. Smooth /Wood Grain Series N Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door with "Impact" Sidelites - Outswing (OXXO - Configuration) Limits of Use Approved for use in Approved for use outside HVHZ: Yes HVHZ: Yes for Design Pressure Ratings, installation instructions Installation Instructions FL15180 RO II Inst 15180.10.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.10.odf Imp• ' Res -.ant: Yes D-. ign Press re: N/A ther: See IN '.T 15180.10 ny additional se limitations, and product pa iculars. Created by Independent Third Party: Yes 15180.11 k. Smooth /Wood Grai r/ ah ny Series N + ass Door 6'8 "Impact" Opaque Fiberglass Single Door - Inswing /Outswing (X - Configuration) Lts se HVHZ: Yes HVHZ: Yes for Design ressure Ratings, install on instructions Installation Instructions FL15180 RO II Inst 15180.11.odf Approved for u = I ■Approved for e outside Impact Resis r: nt: Yes Design Pressure: N/A Other: See IN T 15180.11 any additional u limitations, and product part ulars. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.11.odf Created by Independent Third Party: Yes http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgsidcHd6ieP8H... 6/26/2012 Florida Building Code Online Page 4 of 5 15180.12 I. Smooth /Wood 4 Grain /Rustic /Mahogany Series N Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with 'Impact" Sidelite - OutswIng (OX or XO - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15180 RO II Inst 15180.12.adf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.12.0dt Created by Independent Third Party: Yes 15180.13 m. Smooth /Wood Grain /Rustic /Mahogany Series N Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with "Impact" Sidelites - Outswing (OXO - Conflguration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.13 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Ynstallation Instructions FL15180 RO II Inst 15180.13.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.13.odf Created by Independent Third Party: Yes 15180.14 n. Smooth /Wood Grain /Rustic /Mahogany Series N Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door - Inswing /Outswing (XX - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.14 for Design Pressure Ratings, any additional use limitations, installation instructions q and product particulars. Installation Instructions FL15180 RO II Inst 15180.14.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.14.odf Created by Independent Third Party: Yes 15180.15 o. Smooth /Wood Grain /Rustic /Mahogany Series N Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with "Impact" Sidelites - Outswing (OXXO - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15180 RO II Inst 15180.15.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.15.odf Created by Independent Third Party: Yes 15180.16 p. Smooth /Wood Grain Series N Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door - Inswing /Outswing (X - Conflguration) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.16 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL15180 RO II Inst 15180.16.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.16.pdf Created by Independent Third Party: Yes 15180.17 q. Smooth /Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door with Fiberglass Door "Impact" Sidelite - Outswing (OX or XO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.17 for Design Pressure Ratings,q any additional use limitations, installation Instructions and product particulars. installation Instructions FL15180 RO II Inst 15180.17.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.17.pdf Created by Independent Third Party: Yes 15180.18 r. Smooth /Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door with Fiberglass Door Sidelites - Outswing (OXO - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.18 for Design Pressure Ratings, Installation Instructions FL15180 RO II Inst 15180.18.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.18.0df http:// www. floridabuilding .org /pr /pr_app_dtl.aspx ?pa .ram= wGEVXQwtDgsidcHd6ieP8H... 6/26/2012 Eliorid. Building Code Online Page 5 of 5 any additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15180.19 s. Smooth /Wood Grain Series N Fiberglass Door 80 "Impact" Opaque Fiberglass Double Door - Inswing /Outswing (XX - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.19 for Design Pressure Ratings, any additional use limitations, installation instructions 4 and product particulars. Installation Instructions FL15180 RO II Inst 15180.19.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.19.pdf Created by Independent Third Party: Yes 15180.20 t. Smooth /Wood Grain Series N Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with "Impact" Sidelites - Outswing (OXXO - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15180.20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15180 RO II Inst 15180.20.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15180 RO AE EVAL 15180.20.odf Created by Independent Third Party: Yes Go to Page 1--- 0 a 0 Page 1 / 2 Back Next Contact U5 :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850- 487 -1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007 -2010 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 accessibility, please contact our Web Master at webmasteradbor.state.fl.Us. Product Approval Accepts: 4 http: / /www.floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgsidcHd6ieP8H... 6/26/2012 I a st p ro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 ooth / Wood Grain / White Wood Grain 37.50*MAX. OVERALL FRAME WIDTH Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING 2 2 "IMPACT" g GENERAL NOTES th 8 . This product has been evaluated d 9 In �mpllancewith the 2010 Florida Building Code (FBC) structural eIodtyHthTiconeZone'(HVHZ. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. When used In the "Hwir this product complies with section 1626 of the Honda Building Code and does not require an impact resistant covering. • 4• When used in areas outside of the 'HVHr requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "V and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. For 2x stud framing construction, anchoring at thtse units shafi be the some as that shown for 2x buck mosorvy construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. L Outswing configurations meet water infiltration requirements for °HVHr. Inswing configurations do not meet the water infiltration requirements for the'llVte*. Inswing units shall be installed only In non-habttabie areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. typical elevation, design pressures, & general notes Horizontal cross sections Buck and tore anchoring. 2X buck masonry construction Frame anchoring. 1X buck masonry construction CHIMING WANING It04 FL-95180.11 2 STILE (COMP.) 1.22° 0.81° 1.39° INTERIOR 0.81 ° —ice + —►-1 -1.27 LOCK BLOCK (2O° LONG WOOD) STILE REINFORCEMENT (WOOD) 35.7 MAX. DOOR PANEL WIDTH 46 1° EXTERIOR TOP RAIL (COMP.} STILE FOAM CORE (COMP.) (POLYURETHANE - 1.9 PCF MIN.) STILE REINFORCEMENT {WOOD} 2 HORIZONTAL CROSS SECTION 2 SE HARDWARE CHART HARDWARE TABLE MANUFACTURER MODEL KNOB: SIGNATURE SOBS DEADBOLT: SIGNATURE SERIES (780) EXTERIOR / DOOR SKIN DETAIL WOVEN FIBERGLASS INTERIOR j EXTERIOR BOTTOM RAIL (COMP.) 2 1 VERTICAL CROSS SECTION D3 a 0 z ao'rE:02 /2T/ 2 SCAM N.T.S . BY: JK CM BY: LFS DRAW N8 NO4 FL- 15180.11 sir 2 or 7 x 2 2 1 1 -1l4° Mt1. EMB. (TYP.j i .15° as C -SINK I M.) INTERIOR 4 EXTERIOR ()HORIZONTAL CROSS SECTION oulswkl) awn - Inswing also approved INTERIOR EXTERIOR ©0 0 rid 00 1 o I11111�1�i 3�,� �` 'Irifi tn' (Do 0 0 3 HORIZONTAL CROSS SECTION shown w /lXsub-buck INTERIOR EXTERIOR 0 EMB. y4 MIN. EMB. MP.I .1915 C -SINK 0 111 111- 00 IF Or 0 0 Q® na 22 HORIZONTAL CROSS SECTION 3 afro approved s I- 1 /4°ANN. Eta. (IYP.) Z FL . am C 5 HORIZONTAL C m z 0 z DATE 02/21 i 2 SCALE. N.T.S DWG. BY: JK dot a e LFS MOM NO4 FL- 15180.11 sHEFr i3 of _Z_ EXTERIOR INTERIOR O4 VERTICAL CROSS SECTON Oulwving oho -fuming OVERTKAL CROSS SECTION Outswirg configuration EXTERIOR INTERIOR 0 0 ..........r .11,,,,„,.. . ....7 'I ..._ NI !kik. Q 0 0 e EXTERIOR ,`A INTERIOR OVERTIC.AL CROSS SECTION Shawn w/1 X sub -buck EXTERIOR INTERIOR OVERTIC.AL CROSS SECTION Oulswing conftrguratbn O4 VERTICAL CROSS SECTION Inswing configuron See general tes t 1 for °HVHP water Infiltrolion requirements } a U) z 0 O z aaie 02%21 2 SO" N.T.S. an JK aw. ar: LFS mese ea: FL- 15180.11 0 m a a 0 • 5180.11.20.dwa 1 -5 asseaela MASONRY BUCK m 09. am. TYP. HEAD & JAMBS pm. as. ra•■■• ° BUCK ANCHORiNG ■■••Minili 37RIKE JAMB TYP. HEAD & JAMBS FRAME ANCHORING Masonry 2X buck constructIon CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge cEstance and center distance requkernents. 2. Concrete anchor locations at the comers may be adjusted to maintain The min. edge distance to mortar joints. Concrete anchor locations noted as "MAX ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, odd/tonal concrete anchors red to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: . . ANCHOR ... fPF ..... ,.... ... . . ...."::::::....g.01s.4..,....;:::."::::::.. , ... ... . . . . , ...„ . , ''' .. . , ... ... — " — • . .. , . ..... .. ..... ..... ......., .. . .......... • ....- . . ITW 1 /4' 1-1 /4" 2-1/2" r ELCO 1/4' 1-1/4- 1- 4" LATCH & DEADBOLT DETAIL HINGE JAMB HINGE DETAIL § -4 DATEz 02/21/12 SCAM N.T.S. Dm sr: JK anc. MI LFS DRAWING NO.: FL-15180.11 SHEET z z 0 1 to S1RIKEJAMB TYP. HEAD & JAMBS a FRAME ANCHORING Masonry IX buck construction 1 HINGE JAMB CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar4oints. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: MN ITW 3/16° 1.1/4° 2 -5/$" 2 -1/4° HINGE DETAIL LATCH d DEADBOLT DETAIL 0 us'o 02/21/ 2 sr. N.T.S sr JK 2 2 N 2 a a 2 2 m aac BYt LFS 3 maxucs NO4 rc FL- 15180.11 N sitzr 6 OF 7 -15180\FL-15180.11- BILL OF MATERIALS BEN t DESCRIPTION MATERUL A 1X BUCK SG> =0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1/4° X 2 -3/4" ELCO OR TM CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3 /16 °X3- 1 /4 " PFH ffWCONCRETESCREW STEEL H 1/4" x 3-1 /4 PFH ELCO OR I1W CONCRETE SCREW STEEL I 1/4" X 2-1/4" PFH ELCO OR 1TW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ELCO OR MN CONCRETE SCREW STEEL K #9 X 2-1/2" PFH WOOD SCREW STEEL L #8 X 2 -1/2" PFH WOOD SCREW STEEL M #8 X 2" PFH WOOD SCREW STEEL 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 4X4" BUTT HINGE STEEL 10 #9 X 1" PFH WOOD SCREW STEEL 11 #9 X 3/4 PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 OUTSWING THRESHOLD BY DIP ALUMJWOOD 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. PVC 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - OHEAD & SIDE Jamb 5.63' 0 ADJUSTABLE JNSMNGTHRESHOLD L r---- -456 • "' -- 244° 2.13 - 1 ® HEAD a SIDE Poly fiber jamb 4.56° OADJUSTABLE INSWING THRESHOLD S1 OUISWING BUMP THRESHOLD 0 OUI3WING THRESHOLD er DLP R 0 0 0) A 0 z GATE: 02/21/ 2 SCALE: N.T S ova. er JK aa<. Gr: LFS uwunmG axi FL- 15180,11 swETZorZ 0 2 © 2012 R.W. BUILDIN2 CONSULT, R W B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: Date: FL- 15180.11 February 23, 2012 Product Category Sub Category - Manufacturer Product Name Exterior Doors Swinging Exterior Door Assemblies Plastpro Inc. 5200 W. Century Blvd. Los Angeles, CA Phone 440.969.9773 Smooth / Wood Grain /White Wood Grain Rustic/Mahogany Series N Fiberglass Door Inswing / Outswing - "Impact' Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 9N -3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code structural requirements including the "High Velocity Hurricane Zone ". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring Wind -borne Debris Protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets Missile Level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 15180.11 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ ". 8. Inswing configurations do not meet the water infiltration requirements for the "HVHZ ". Inswing units shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL- 15180.11 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201, 202, 203 -94 Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. CTLA 924W and 924W -1 TAS 201, 202, 203 -94 CTLA Ramesh Patel, P.E. ETC 07 -209 - 19303.0 ASTM D2843 -99, ASTM D635 -98 ETC Laboratories Ben Meunier ASTM D1929- 96(2001), ASTM D638 -03 ASTM D2843 -99, ASTM D635 -98 ASTM D1929- 96(2001), ASTM D638 -03 ASTM E84 -05 ASTM G26 -95, D2843 -99, D635 -98, D 1929 -06, D638 -03 ETC 08- 209 - 20609.0 ETC 06- 255 - 17412.0 ETC 05- 255 - 16776.0 2. Miami -Dade NOA 10- 1209.01 3. Drawing No. No. FL- 15180.11 4. Calculations Anchoring Materials Testing HP Polypropylene Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) ETC Laboratories Gurjinder Dhami ETC Laboratories Joe Doldan, P.E. ETC Laboratories Joe Doldan, P.E. Signed & Sealed by, Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/24/2012 PF 1647 Sheet 1 of 1