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WS-14-586r� 4 ILDING Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple �Titleholder): �de%N Address lV �� l gEe j City: U i % State: �P Permit No. MAR 2.5 2014 Master Permit No. � % "5 33131? TenanYUssee Name: Phone#: Email: JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: t I' Address: 1415 S t J o'(- a City:Y� Qualifier Name: NO Zone: ie#: c 30;:— este Pu .-Zip: 334f Phone#: State Certification or Registration #: Sup l (.1 Certificate of Competency #: Contact Phone#: 4.!;n Email Address: T DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 4,? -'A q Square/Linear Footage of Work: '`n Type of Work: DAddition OAlteration ❑New `dRepair/Replace ODemolition Description of Work: r'F' nx f 0� * r Submittal Fee $ _ ® Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ �� •� bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a inspectionfee will be charged. Signature - -- - Signature O or Agent Contractor The foregoing instrument was acknowledged beffo4res rme,this day of _- lL� Y 201 , by.R �A V` Ir -1 1D�li I/ -E , who is personally known to me or who has produced 14 As identification and who did take an oath. NOTA P IC Sign: Print: — My Commission Expires: APPROVED BY 9 (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) The foregoing instrument was acknowledged before me this3-ff–iIJ� (j day of u , 20 i byP J wh personally knovAl to me or who has produced as i4gr4fiffig9ji and who did take an oath. t Plans Examiner Structural Review NOTARY Sign: Print: MyC icy Zoning Clerk CM-SRW State Certified Glass & Glazing Contractor #SCC131151253 Dede County Licensed Glass & Glazing Contractor #03BS00463 ESTIMATE Superior Replacement Window & Door, Inc 14250 SW 136th Stree4fty #13 Miami, Florida 33186 Mobile: 954.837.3312 Office: 305.256.1411 www.srwindowanddoor.com C o- V& 1� r Ns a n,�VinGuard's�oKc� eco window systems WINDOWS tiir,Mn4 i, CUSTOMER NAME: NATASHA BURKETT 434 NE 95TH ST. MIAMI SHORES,FL.33103 786-390-0046 Date Estimate No. Sales Rep. Terms Project 12/03/13 21 Peter Malcomson Item Description Quantity Rate Amount PLANKED PLASTPRO FIBERGLASS DOOR WITHOUT THE 1/2 IRON & MELTED GLASS,YOUR COST WOULD BE $3723.00 INSTALLED OR $600.00 LESS********** ANGIE'S LIST DISCOUNT ANGIE'S LIST DISCOUNT / $250.00 $4248.00 LESS ANGIE'S LIST DISCOUNT OF $250.00 = $3998.00 AS YOUR TOTAL . -V- Total $4,248.00 M,SRW&D, State Certified Glass & Glazing Contractor #SCC131151253 Dade County Licensed Glass & Glazing COntractor #039S00463 Superior Replacement Window & Door, Inc 14250 SW 136th Stree4fty #13 Miami, Florida 33186 Mobile: 954.837.3312 Office: 305.256.1411 www.srwindowanddoor.com ESTIMATE V r i!nGuard E='Y � 3 'x • & a ItlPALf 9ESISMIRE T 00{Yb 8 0601S �--- STRQAIGER� eco window systems WINDOWS CUSTOMER NAME: NATASHA BURKETT 434 NE 95TH ST. MIAMI SHQRES,FL.33103 786-390-0046 Date Estimate No. Sales Rep. Terms Project 12/03/13 21 Peter Malcomson Item Description Quantity Rate Amount IMPACT WOODGRAIN DOOR LOCATION - FRONT OF HOUSE 1 2,898.00 2,898.00 FIBERGLASS -PRE-HUNG 37 1/2 X 84 3/4 WITH DECORATIVE 1/2 IRON & CLEAR MELTED GLASS WITH 2 PANEL BOTTOM-PLASTPRO EMTEK HARDWARE EMTEK HARDWARE - RUSTIC SERIES -SAN 1 325.00 325.00 CARLOS ENTRANCE HANDLE WITH SAN CARLOS INTERIOR LEVER -OIL RUBBED BRONZE FINISH LABOR, INSTALLATION DOOR INSTALLATION 375.00 375.00 BUCK & TRIM, BUCK,TRIM & JAMB EXTENSIONS 150.00 150.00 FINISHING FINISHING - CONTRACTED WITH ARE FINISHER 0.00 AFTER JOB IS INSTALLED - ABOUT $250.00 DOLLARS. PERMIT FEE PERMIT FEE -DOES NOT INCLUDE CITY 500.00 500.00 MUNUCIPALTY FEES ********IF YOU ELECT TO GO WITH A SOLID Customer Approval: E :To tal Customer Name: e -s (, Date: Page 1 Homeowner Natasha Burkett CommMts Property address 434 NE 95th St, Mian! ShoreS, R, 33103 A L" 0 n C N O O W r� CL O w�N Ci� ` w 0 W F Ca 'CC,. _ 0 < Area of workw n W m D w (front Door n/a L ? 1 C) w J ' n/a n/a O z W W E Ir ? c� m 4 OO �f p � D E i Q N m U) n 3 n/a n/a n/a n ti ,; 0 0 Yv o J _► O O For Window/Door type, Q dimensions 4� calculated DPS see attached chart m 3 (6 Contractor: Homeowner. SRW & D, Inc. Natasha Burkett 14250 SW 136th Street, Bay # 13 - Miami, FI 33186 434 NE 95th st, Miami Shores, F!, 33103 Tel: 305-256-1411 Lic. # 03BS00463, SCC131151253 Mark Window / Door Type Approvals Width Height DPS {+) DPS (- 1 Plastpro - Fiberglass door FL 15210.? 371/2 843/4, 65.0 66.0 . 7Z • REF* w 14-2 Date: 112012014 GIS • E N G C O, inc. Contractor Superior Window/Door Replacement Engineering Services - CA 8116 Miami SW 136 Street Bay 13 Miami, FL - 33186 5595 Orange Drive Suite 201 Job: Burkett Residence Davie - Florida - 33314 434 NE 95th Street Tet: (954) 585-0304 Fax (954) 585-0305 Miami Shores, FL 33103 Email: Engco@AOL.com Wind Load Calculation for Components and Cladding under ASCE/SEI 7-10 (chapter 30) Florida Building Code 2010 Mean Roof Hef t►>r• (MRH 15 Feet Low Rise: Buildings with MRH<= 60' and MHR <= B C/addfr Elevation Mi iMmum Width: (B) 15 Feet 40 Feet Roof Slope Roof Slope Reduction Factor 1.00 Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 Kz - Table 30.3.1 0.85 Kh - Table 30.3.1 0.85 Kzt -Section 26.8 1.00 To be used when hill height H — 15' Velocity Pressure (qz) 56.57 Psf qz--0.00256. KZ. Kzt . Kd . V"2 Section 30.3.2 `Velocity Pressure (qh 56.57 Psf h=0.00256. Kh . Kzt . Kd . V"2 Section 30.3.1 Int. Pressure 30.4-1 zone 4 (+) 1.00 zone 5 (+) 1.00 Section 26.11 zone 4 - -1.10 zone 5 (-) -1.40 Wind load Psf "" -" Psf Psf Wind load combination factor 0.6 0.6 zone 4 40.1 -43.4 zone 5 40.1 -53.6 Zone 5 for units located less than 48" from building jorners End zone (a) 48 INCHES Notation: (a) -10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. 1/20/2014 Sheet W 1/1 ( I PEDRO DE FIGUEIREDO, PE 52609 I NOT VALID WITHOUT SEAL Florida Building Code Online Page 1 of 4 FL * FL15210-R3 Application Type Editorial Change Code Version FLu�ioA�6FPaa-P2aN't g,Bus�nessA8r OF Approved Comments Pr6fessioEli egulation Archived Product Manufacturer HoMa Department'' :.M user- bm"surcharstesSCIS Ste Map r Busines n LOS ANGELES, CA 90045 USM, PublIc User Regulation License facieW P.:gu12r midi. Product ApprovalPMdUCt OrAWISIONSearch - FL * FL15210-R3 Application Type Editorial Change Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Emall 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440)969-9773 Ext 16 rickwOrwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsuitants.com Technical Representative Scott Johnson Address/Phone/Emall 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scotijohnson0plastprolnc.com Quality Assurance Representative Ron O'Connell Address/Phone/Emall 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext 16 ronoconnellOpiastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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. Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R3 COI Certificate Of Indenendence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 huW://www.floridabuilding.orWpr/pr_app Od.aVx?pmm--wGEVXQwtDgv3yVVUZ1Q... 2/12/2014 . Flofida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1300 ASTM E84 ASTM G26 G 155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15210 R3 Equiv of STANDARDS.pdf Method 1 Option D 05/02/2013 05/02/2013 05/07/2013 06/11/2013 Page 2 of 4 2004 2005 1995 2005 1994 Summary of Products FL Model Number or Name IDescription 15210.1a. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Single Door - Wood Graln/Rustic/Mahogany nswing/Outswing (X - Configuration) Series O Flbe lass Door Installation Instructions Limits of Use Approved for use In HVHZ: Yes FL15210 R3 H INST 15210.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports other. See INST 15210.1 for Design Pressure Ratings, FL15210 R3 AE EVAL 15210.1.of any additional use llmitatlons, installation Instructions Created by Independent Third Party: Yes and product particulars. 15210.2 b. Smooth/Wood Grain/White 6'8 impact" Opaque Fiberglass Single Door with Sldeiite Wood Grain/Rustic/Mahogany or Sidelites - Inswing/Outswing (OX or X0; OXO - Serles 0 Fllass Door Configurations Limits of Use instaitatian Instructions Approved for use In HVHZ: Yes FL15210 R3 II INST 15210.2.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 impact nt: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others See INST 15210.2 for Design Pressure Ratings, F115210 R3 AE EVAL 15210.2 odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15210.3 c. Smooth/Wood Graln/White '8 "Impact" Opaque Fiberglass Double Door with or Wood Grain/Rustic/Mahogany without Sidelites - Inswing/Outswing (XX; OXXO - Series 0 Flbe lass Door Configurations) Umits of Use Installation instructions Approved for use In HVHZ: Yes FL15210 R3 II INST 15210.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, FL15210 R3 AE EVAL 15210.3.pdf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 15210.4 d. Smooth/Wood Grain/White 618 "Impact" Glazed Fiberglass Single Door - Wood Grain/Rustic/Mahogany InswingjOutswing (X - Configuration) Series O Flbe lass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, I FL15210 R3 AE EVAL 15210.4.0 any additional use limitations, Installation Instructions Created by Independent Third Party: Yes haps)/www.flori&building.org/pr/pr app dtl.aVx?param=wGEVXQwtDgv3yVVUZIQ... 2/12/2014 Flo?ida Building Code Online Page 3 of 4 and product particulars. 15210.5 e. Smooth/Wood Grain/White 6'8 Impact" Glazed Fiberglass Single Door with Sidelite Wood Grain/Rustic/Mahogany or Sldelites - Inswing/Outswing (OX or XO; OXO - Series O Fibe lass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 11 INST 15210.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.5 for Design Pressure Ratings, FLIS210 R3 AE EVAL 15210.5.0 any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15210.6 f. Smooth/Wood Grain/White '8 "Impact" Glazed Fiberglass Double Door with or Wood Grain/Rustic/Mahogany without Sldelites - Inswing/Outswing (XX; O)XO - Series O Fibe lass Door Configurations) Limits of Use Installation instructions Approved for use In HVHZ: Yes s FL15210 R3 II INST 15210.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A ' Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, FL15210 R3 AE EVAL 15210.6.pdf any additional use limitations, Installation instructions Created by Independent Third Party: Yes .and product particulars. 15210.7 Ig. Smooth/Wood Grain/White 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X Wood Graln/Rustic/Mahogany - Configuration) Series O Fiber lass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II Inst 15210.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, FL15210 R3 AE Eval 15210.7. pdf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15210.8 h. Smooth/Wood Grain/White 8'0 "Impact" Glazed Fiberglass Single Door with Sideiite Wood Grain/Rustic/Mahogany r Sldelites - Outswing (OX or XO; OXO - Configurations) Series O Fiberglass Door Limits of Use instal on Instructions Approved for use in HVHZ: Yes FL15210 R3 11 Inst 15210.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.8 for Design Pressure Ratings, FL15210 R3 AE Eval 15210.8.0 ny additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15210.9 i. Smooth/Wood Grain/White '0 "Impact" Glazed -Fiberglass Double Door with or Wood Grain/Rustic/Mahogany without Sidelites - Outswing (XX; OXXO - Configurations) Series O Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II Inst 15210.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant., Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, FL15210 R3 AE Eval 15210.9.pdf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15210.10 0. Smooth/Wood Grain/Whlte 8'0 Impact" Opaque Fiberglass Single Door - Outswing Wood Grain/Rustic/Mahogany (X - Configuration) Series O Fiber lass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 H INST 15210.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: NIA Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, FL15210 R3 AE EVAL 15210.10.Ddf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 15210.11 Smooth/Wood Grain/White 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite 1k. Wood Grain/Rustic/Mahogany or Sideiltes - Outswing (OX or XO; OXO - Configurations) Series O Fl lass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.11.pdf https://www.floridabuil(ling.org/pr/pr app dtl.npx?pamm=wGEVXQwtDgv3yVVKJZIQ... 2/12/2014 Florida Building Code Online Page 4 of 4 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. See INST 15210.11 for Design Pressure Ratings, FL15210 R3 AE EVAL 15210.11.pdf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 15210.12 Smooth/Wood Grain/White WO "Impact" Opaque Fiberglass Double Door with or ood Grain/Rustic/Mahogany kerles without Sidelites - Outswing (XX; OXXO - Configurations) O Fiber lass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 F3 II INST 15210.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.12 for Design Pressure Ratings, FL15210 R3 AE EVAL 15210.12.pdf lany additional use limitations, installation instructions Created by Independent Third Party: Yes nd product particulars. 15210.13 m. Smooth/Wood Grain/White 8'0 "Impact" Opaque Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany Bolts - Outswing (X - Configuration) Series O Fite lass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210_ R3_ Il INST 15210.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impalstant: Yes Created by Independent Third Party: Yes Design Pure. N/A Evaluation Reports other.. See INST 15210.13 for Design Pressure Ratings, FL15210 R3 AE EVAL 15210.13.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15210.14 n. smooth/Wood Graln/White '0 "Impact" Opaque Fiberglass Double Door with Wood Grain/Rustic/Mahogany Surface Bolts on Active Door panel - Outswing (XX - Series O Fibe lass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 H INST 15210.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. NST 15210.14 for Design Pressure Ratings, FL15210 R3 AE EVAL 15210.14.Ddf any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product pgticulairs. 0 ne=t Contact Us :: 1940 North Monroe Street. Tallahassee 32399 Phone: 550487-1824 The State of Florida is an AA/EEO employer. Comnight 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund StateMerit Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic malt to this entity. Instead, contact the office by phone or by traditional mail. If you have arty questions, please contact 550.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, of hcttve October 1, 2012,1 licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hgM. https://www.floridabuilding.org/pr/pr app_ d asp0param=wGEVXQwtDgv3yWKJZ1Q... 2/12/2014 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / Whife Wood Grain Rustic / Mahogany Series O Rbergiass Door OUTSWING IMPACT' rANER i. NOTES 1. ibis product has been evaluated and is In canolance wBh the M10ftWo Building Code [FBC) shuctural dements M&ft the" Oh Velocity wftane ZMW NVR. 2. Product anchors Shap be as Qsted and spaced as shown on details. Anchor embednennt to base matelot sta be beyond wap dressing or slucco. 3 wtren used In the "HV this product canpfles with Section 1626 of the FbIdo &Aft Code and does not require on Impact resistant covering. 4. When used In arm awe of the 14VW regWng wind bane debt protection this product corn gees wRh Section 14%.1.2 of the 2010 FBC and does not reqube an Impact reptant coveg. This product meets mope level "D° and lrtoh►des Wind Zone 4 as deltrred In ASTM E 1996 and Section 1609.1.2A of the FBC. 5. For 2K stud constnuctlon, oncho ft of these units Shap be the same as that shown falx buck masonry caetructIbm 6. We corncNons that devlofe from the details of this drawing requke further g analysis by a kensed erg aregistered and tett. 7. Ou wit conlWatiars rreet water lr button requirements for "HVW 77=7777 177,E r-37JWMAY,OVM'dl_l FRAME VVM =mom � .i = TO —1. a an FL -15210.7 S ox CAP (PV f` -21r ---I WS, MAK D= PANG. WIDAi 2 101 �i SEE HARDWARE TABLE CAP MI LATCH MILE JLVU 09ASONAMN S>M (M SCHAD9 sum rsmm(m) DF NOW.. 'PSMPW62) Lmwim L D tummmAwa 'PFAMM sE Oen ±47 BOTTOM RAIL r xn�p e (COMPi am6/14/12 mm N.T.S. swift JK e 2 VERRCAL CROSS SECl10N avec. Im !_FS � a FL -15210.7 W IDw W mtaAsss�rl (D.12r M K THR.) FOAM CORE .:. MYURMiANE" iSPCFW :; ! BOTTOM RAIL r xn�p e (COMPi am6/14/12 mm N.T.S. swift JK e 2 VERRCAL CROSS SECl10N avec. Im !_FS � a FL -15210.7 W IDw W 24.2r Max. WIDIH 2DS0°MAX 12 3 81ti"GLASSBM gl DLO. WI M 13 12 Wa fig 1'OVSMGLASSIM b U8 ANNEALED GLASS 1 BC 186 OMW PVB NTERIAYER o SAFLEX BYSOIUOA $ WANNEALEDGLASS $ ARSPACE n V mea 1firrAU REDGLASS o I ALLIMMMSPACER i I O s0 40 8 12 c 61GIAMMM - - _ _ ••��r�... . L..v..�E ^` ODL ± � om um mma RSL ±§p s 23.50' MNL LAR FRAMEMI�IM 20.50'MAX. DLO. W M TrSU.form 112"GLASSBpE 1-1i4°ov�Au.n1X.c,Lnu 1s 1/8'ANNEALED GLASS 13 13 a O O.OWPYB NM"Y9i xt3 SAR.EXBYSflWAA _ �i � � V = 1/8' ANNEALED GLASS lar Apt SPACE W/ DEL N VESLYSULFID 17 40 so are 6118112 W/ DEL(3�AO8D POLY�lIR� IffBAt�A 16 6 1ALT..S. 2 m �2 GLAZWORAIL OK ars. LF'S owaws xw XSL /DE FRAME FL -18210.7 m 3 °f a 1-i/4 M94. SAB. jtYP.} � 6 t A q �p gi KMWR q Tl 4nx ® 7 q a .. .. •' A 4 a e, ® 6 4 p o a ° q. a E EXTERIOR TE 27 1-1/4•M0d D 1 2 q° 5rsa Im'J q <d. g C 5 5 3 QMAL CR= SECROM 1 2 M. W/ IXWWX� a1s E p b 0.15*Mw C 4 IM•Ma iTyp.I q6.d L a s. L KHMORn dB a qNTBaOR 7 q a40 e a ° ° O C e q d a 59 A6 F CW& 6/18/12 d• q 11 9 EXTERIOR aTfRIOR v N.T.S. 3 E am W. JK m oen Lis 3 1 mm MALL 2 AL way a i-1/filu18V ma PYP.) 4 Fl.-18210.7 a a s • �' ..p P P P a• EXTERIOR ` INtBNOR EXTERIOR INTERIOR !L 'a e Q Pe e 4 VERWM CR= SECT► E t-9 is i en JK L sa Us 3 Nm auu FZ-15Z10.7 a ��O 7 N M. HUD & twom—& JAM imm Opeon Ope" 2XBtICK-\ — L 2x8" rl T'P. Su #=A-NCHOM- HMJAMB MAWAMMAM SRUJAMS W=omy2XbuCkCon;h=fim CONCREir-ANCWMNOTM* z 1. SLtOffullonof equal concrete arxftm hum a dWerentappWmaytove d0fiventedge dNtance and cw#wcWoxn ert I Corte andwrbcoffom at to corners may be acMW to nz&*dn No mh edge distance to rnorkwjbtnfa Concrete anchor 5B ng locations noted as WAX ON CENMrnumt be adAxW to mobloln the mh eckw dbkff)ce to ujorkwlokft addlWal concrete anchors 3Cannata ay be table mnKVAisd to ensure the "MAX. ON C&4Mrdhwwvlon ore not exceeded . anchor . TFIA I a mm 6/18/12 ... ......... ...... . ............... . .....................it N.T.S ..................... ................................. ..... .................. .. .. ......... * ............ .... ....... .......... . ...... ...... . .. .... ................ ......... .. ..... .............. ................. I ...... .... I .............. ............ aw I/IV 1-1/Ir 2-1/,r r 27 LFS OWAN MA E= C LAWH AbAMThWAR LN fowmDam I FL -15210.7 KwOme %nahn Se rfm Schlage F & 5 Swiss Kw"Offm QV �I---- 2ae----I---2.13' 1 t4 �— 2,V -1- 22' .v �fI ei @ i 2 __- 1WZ4 on W-0 a W I=I 9 ca 2I -tarn Dom 1151) FL -15210.7 UL 07 F MATERM A 1X BUCK SG>-2OM WOOD B 2X BWK SG �- 0.55 WOOD C 1/4' MAX. SIN SPACE - D Illf X 23/ PfH ELCOOR ITW CONCRETE SCREW STEED. E MASONRY -3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM Cao CONCRETE H 16° x 3.1/4" PFH IIW CONCRETE SCREW SIEB_ I IX X 1-3K PFH ECO OR I W CONCRETE SCREW STEEL J 1/4" X 33/4" PRi ELCO O R IiW CONCREESCREW STEEL L R10 X 21/2° PRH WOOD SCREW STEEL I POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED PINE FRAME WOOD 3 ALUM. 4 INT. FRAME LODY ALUM. 5 11:7-19 X 1-3/f PPH SELF DRILLING SMS STEEL 6 #10X1-3/4`PPHWOOD SCREW STEEL 7 WEATHERSTRIP FOAM 9 f X 4" BU1T HINGE STEEL 11 ;O% PRi WOOD SCREW STEEL 12 Su CONE 13 STRUCTIURAL SI.K:iNE POW 5 SILICONE 15 FRAME (BY ROYAL � PVC 16 INT. FRAME (SY ROYAL MOULD94MI PVC 17 SCREW CAP IBY ROYAL MOULDINGS) PVC 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 05ADOW STRU PLATE STEEL 30 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESIHOLD ALUM/WOOD 34 OUTSWING14RBHOLO AWAbWOOD 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 58 #8 X T PFH WS STEN QV �I---- 2ae----I---2.13' 1 t4 �— 2,V -1- 22' .v �fI ei @ i 2 __- 1WZ4 on W-0 a W I=I 9 ca 2I -tarn Dom 1151) FL -15210.7