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REV-17-1789
.A\-40 r Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION *BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 156 NE 91st Street FBC 20 Master Permit No. WS -6-16-1727 Sub Permit No. d f"" n8`1 p REVISION ❑ EXTENSION *RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3101-019-0060 Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): Gwyn Davies Address: 156 NE 91st Street Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: Phone#: 305-751-4028 City: Miami Shores State: FL Tenant/Lessee Name: NA Email: DaviesG@FIU.Edu Zip: 33138 Phone#: CONTRACTOR: Company Name: Florida Window and Door Address: 7108 Fairway Drive Ste 120 Phone#: 561-340-4300 City: Palm Beach GardensState: FL Zip: 33418 Qualifier Name: Scott Berman Phone#: 561-3404300 State Certification or Registration #: CGC-1509450 Certificate of Competency #: DESIGNER: Architect/Engineer:.s961✓' a er i � 4:177 es5 Address: l GO S w 13.x6 Ave, 1/0 (o Value of Work for this Permit: $ $0 Phone#: 75 - 35Y Ox SeidlCity: State: A Zip: 33y4Z Square/Linear Footage of Work: Type of Work: ❑ Addition ❑� Alteration n New Description of Work: /1 a r!/ e, (leo ( 1-0 ?/? e •r /iseal VA -cud S• ❑ Repair/Replace ❑ Demolition/ re �. - (7 iv, v�i � )14,6)t I d 4/e evy Specify color of color thru tile: Submittal Fee $ Permit Fee $ Q Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $el l { Bonding Company's Name (if applicable) NA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) NA 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Z / day of Gwyn Davies , 20 !7 , by me or who has produced who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: FtiffLQ (401)398-0'^3 ****************** APPROVED BY (Revised02/24/2014) CAROL A. HAMMERSLA My COMMISSION # FF897717 EXPIRE;' July 09, 2019 Fk,nda Acta' Seroic Signature The foregoing instrument was acknowledged before me this h-42 ,20 / ,by e30 day of Scott Berman who is personally known to as me or who has produced _ as ---. identification and who did take an oath. NOTARY PUBLIC: Sign: —� Print: Seal: Plans Examiner Structural Review SMY Puc HOWARD SIMKOFF * _ * MY COMMISSION # GG 013316 i !� �� EXPIRES:Auguet SOF gyp? Bolded TMu Budget Notary 27,2020 Services Zoning Clerk Opening 0. Omit (Not Replacing) 1. X Outswing Door (Senes 1800) FL 18394.1 2. X Outswing Door (Plastpro Fiberglass Door) FL 15213.1 3. XOX Horizontal Sliding Window (Series 1600) FL 18392.1 MRH 14' Family Room (93 x 62 ) Bedroom Kitchen WI 1 0 • • • Bath Room L Living Room (34 x 82 ) cal ••••.-• • 4) CO • - to W `p z.c co u) (33 x 80 ) "FrTft•CETVEA 1 JUL 12 2017 L Bedroom 0 E> 41 Main Door Egress Garage PERMIT #: t, t —171Rci Miami Shores Village COPYRIGHT E.TEYPEST.CON SCALE: NOT TO SCALE DATE: Jun 15, 2017 PAGE DESCRIPTION' Site Plan PAGE: OF APPROVED ZONING DEPT BLDG DEPT SUBJECT CO CCMPLIfNCE W111-1 ALL FEDERAL STATE AND CLUNI riL,LES AND REGULATIONS l ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 Fax: (954) 354-0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads - Components and Cladding 5th Edition (2014) Florida Building Code Site Information Owner: Gwyn Davies Wind Speed (V): 175 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 0.85 ASCE 7-10 Ch. 30.3.1 Table 30.3-1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: Building Classification: Int. Pressure Coef. (GCpi): Enclosed closed ASCE 7-10 Table 26.11-1 0.18 Mean Roof Height (h): 14 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 38 ft. End Zone Distance (a): 3.8 ft. Prepared in accordance with: ASCE 7-10. Section 30. Wind Loads - Components and Cladding 5th Edition (2014) Florida Building Code © 2017 E-Tempest.com ID: flwindowdoor-P4032 06/27/2017 Page 1 of 1 Design Wind Pressure (PMAx+, PMAX-): ASCE 7-10, Ch. 30.4.2/30.6.2 Device Calculations:AscE 7-10, Chapter 30, All Subsections #(W h<_60 ft. h>60 ft. Max Positive Pressure (PMAx+) PMAx+ = gh(Oc GCppos + GCpi) PMAx+ = gh(0c GCppos + GCpi) Max Negative Pressure (PMAx-) PMAx- = gh(0c GCpneg - GC0) PMAX- = gh(0c GCpneg - GCpi) Device Calculations:AscE 7-10, Chapter 30, All Subsections #(W Size Zone Elevation Area AreaT K: GCp+ GCP- Pmax+ Pmax- x H) (ft) (ft2) (ft2) aZ (Ib/ft2) (Ib/ft2) 1 33 x 80 End 7 18.33 14.81 0.85 56.57 1.0 -1.3 38.5 -50.5 2 34 x 82 End 7 19.36 15.56 0.85 56.57 0.9 -1.3 38.3 -50.2 3 93 x 62 End 7 40.04 20.02 0.85 56.57 0.9 -1.2 36.4 -46.4 •••• • • • •••• • • • •• • •••• • • •••• • • .. •• • . • • • • • • • • •• • • ••• • • • • • •• • • •• • • • • • •. • • • • • • • • ••• • • • •• 1. THSNF0RMATION 6N TEND ED TO PROVIDEDESIGN PRESSU RES FOR THE PUR FOSE OF THE NSTALLATDN OFGLAZED UN RSB OPEN NG PROTECTION AS PROPOSED AND PROVIDED BYOTHERSNO CERTFDATON.ETHER E0'RESSED OR MPLED.6OFFERED ASTO THEVPLIDRYOR /WPM ABLRV OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG W RH TH ESE PRESSUR ES ALL PRODUCTS SHALL BE INSTALLED N STRICT ACCORDANCE WITH VALID FLORIDA PRODUCT APPROVALS AND MUST MELT THESE PRESSUR ES FOR THE GIVEN SIZE MUTATIONS 2. NOCERTFICATTDN OR R EVEN COFFERED THAT THE PROPOSED UNITS MEET ANY EGRE REOUNEMENTSALL EGRESS ESU ES ARE TO BEADDRESSED BYTHEPER MEETING CONTRACTOR AND THE LOCAL BUL DING OFFICIAL. B. THE HOST STR UC TU R E6 ASSUMED TO BE AD EQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN ASWORK R EA.AG ES EXISTING FRAMING. OR OPEN NGS DESIGN ED AND C ER TEED BY AN ENGINEER OFRECORD(EOR). THE CON TRACTORRUL DWG OFFICIAL SHALL VERIFYTH AT THE SUBSTRATE EXPOSED DUR FIG WORK 6SOUND FOR NSTMLATDN OF THOSYSTEM F DEFC ENC ES AREFOUN D N THE EXISTNG HOST STRUCTURE,THISENGNEER OR THE EOR SHALL BE NOTFED BEFORECONTNUNG CONSTRUCTION AND RESERVESTHEROHT TO RE -N SPECT AND REEVALUATE DESON.N0 WAR R ARTY,ETH ER EXPRESSED OR MPLED.6CONTAN ED HEREIN. I. OMEN SONS ARE SHOWN TO LLUSTRATE DESIGN FORC ES AND OTHER 0ESDN CRIIERIATH EYMAYVARYSLOHTLV. TO THE EXTENT THAT THE OPEN NG AREA NOT SMALLER THAN 5%0F THE ENGIN EER ED DESIGN. CONTRACTOR 6 T VER FY ALL FELD °M RSDNS PR DR TONSTALLATON. 5. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTU R AL DESIGN AS SHOWN ONLY. USE OF THIS SPECFCATON BYCONTR ACTOR. et ALNOEMN FESS SAVES HAR MLESS TH 6 ENGNEER FOR ALL COST DAMAGES NCLO DNG LEGAL FEES & APPELLATE MESA MILLING FROM MATERIAL FAIR CATION, SYSTEM ER ECTON, A CONSTR UCTIDN PRAC TEES BEYOND THAT WH C H 6CALLED FOR BY LOC AL. STATE FEDERAL CODES& FROM DEVIATIONSOF TH6 PLAN. 6. ENGINEERING EXPRESS HAS NOT VISITED THISJOBSITE INFORMATION CONTAIN ED HEREIN ERASED ON CONTRACTOR SUPPLED DATA AN O MEASUREIENTS ENGINEER NG EXPRESS SH ALL NOT BEHELD RESPONWILE OR LIABLE IN ANY WAY FOR ER RONEOUS OR INACCURATE DATAOR MEASUREMENTS WOR KSHALL BE FELD VER FED PRIOR TO CON STR UCTON. ENGIN EER NG EXPR ESS SHALL BE NOTFED AND GIVEN AN OPPORTUNITY TO RE-EVALU ATEOUR WORK UPON DLSCOVERYOF ANY N ACC UR ATE NFORMATON PRIOR TO MODFCATON OF FMiTNO FCD CON MOON SANO FABRICATOR IW O NSTMLATON OF MATER NLS. T. EXCEPT ASE%PRESBLY PROVIDED HER E-N.NO ADDREIN ALCERTFCATONSOR AFFN MATIONS MEN TEN DED. ' ALTER ATONS,ADDITONS, OR OTHER MARKINGS TO TH6 DOCUMENT ARE NOT PERMITTED AND NVALDATEOUR CERTFCATION • GORDON DIBATT - 0, P.E. FL PE J,92017 AUTH 49885 WITH - ' ISED ENGINEER SEAL VALID FOR (1) JOB ONLY Florida Building Code Online usmess`& Prc essior a , e ula#E BCIS Home Page 1 of 5 Log In i User Registration I Hot Topic ; Submit Surcharge ( Stats & Facts Publications FBC Staff 1 BCIS Site Map Links ; Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email Authorized Signature 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbIdgconsultants.com Vivian Wright rickw@rwbldgconsultants. com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjoh nson @ 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 rono_coonell@plastpro.com CSExterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity NationaUccreditation and Management Institute Quality Assurance Contract Expiration Date (1331/2018 Validated By Ryan J. King, P.E. ® Validation Checklist - Hardcopy Received Certificate of Independence • • • • • • .FL15213•R7, COL CERTIFICATE of INDEPENDENCE.odf • • • • • • • • • • • • Referenced Standard and Year (of Standard) • •• ••• • • • Sluandapd • • • • • 1034/I.S./ • • • 101/I.S.2/NAFS • • • • • • • 41041/WDMANSA191/I.S.2/A440 • • • • • ASSM E1886 • • • • • • • • • •• • • • • ASSI ES99�• • • ••• • • ASIME330'•• . •• TAS 201, 202, 203 Year 1997 2002 2005 2002 2002 2002 1994 • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• ••• •• •• •• •• • •• •• •• • • • htt//www.floridabuildin or r/ r_a •• dtl.as x? ararn wGEVX wtD v3 VVKJZI P� g• �P P PP_ P P Q q Y Q... 6/27/2017 Elorida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page Method 1 Option D 04/28/2015 04/29/2015 05/07/2015 06/23/2015 61 0 Page 1 / 2 0 0 FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15213 R2 II Inst 15213.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Eval 15213.1.odf Created by Independent Third Party: Yes 15213.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO - Configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15213 R2 II Inst 15213.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Eval 15213.2.odf Created by Independent Third Party: Yes 15213.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.3.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 15213.3 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.3.odf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15213.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.4.odf Approved for use outside HVHZ.1ies• • • • • • • yerirled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes •. € recited by Independent Third Party: Yes • • • • • Design Pressure: N/A • • ,iivafu, tion Reports • Other: See INST 15213.4 for DeVirPPrggisQre'R4ningti3nyy CL15213 R2 AE Eval 15213.4.odf additional use limitations, installation instructions and product particulars. t:realied by Independent Third Party: Yes e. Smoovi/wood Grain%vhittVood Grain/R_ tic/alahooany•Serie • Fiberglass Dome • • • • •i• --_i'_—• • . • • • Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• htt//www.floridabuildin or / r/ r_a ••• • •dtl.as • •x?•aram wGEVX wtD v3 VVKJZl P� g• g P P PP_ P P Q q Y Q•.• 6/27/2017 15213.5 6'8:Irripa‘t" Opaque Fiberglass Single Door with Sidelites utilitine "lip Ute" Glazing - Inswing/Outswing (OXO - CSnfig ralon) Florida Building Code Online Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Eval 15213.5.odf Created by Independent Third Party: Yes Page 3 of 5 15213.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door - Inswing/Outswing (XX - Configuration) , Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.6.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 15213.6 for Design Pressure Ratings, any FL15213 R2 AE. Eval 15213,6.odf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15213.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.7.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 15213.7 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.7.odf additional use limitations, installation Instructions and product particulars. Created by Independent Third Party: Yes 15213.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites utilizing "Lip Ute" Glazing - Inswing/Outswing (OXXO - Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15213 R2 II Inst 15213.8.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Eval 15213.8.Ddf Created by Independent Third Party: Yes 15213.9 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.9.odf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15213.10 j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO - Configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15213 R2 II Inst 15213.10.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Eval 15213.10.odf Created by Independent Third Party: Yes 15213.11 k. Smooth/yllpod Oiairi(WIpite Wood, Grain/Ru9•tic/Mahog9n>• Series • • Fiberglass Poor • • • • • • 6� "Nps -Impact" Glazed Fiberglass Single Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing o(QX0 Configuration) Limits of Use •• ••• •• • • Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No • • • • • • • • • • Design Pressure: N/A • • • • Other: See INST 15213.11 for sign.•Presiurs?tating:, any additional use limitations, thstallatita instrectiens arwl product particulars. • • • • • I istaYation Instructions FL15213 R2 II Inst 15213.11.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Cre tedpy Independent Third Party: Yes Evaivatioe Reports Fy1S2;3 =t2 AE Eval 15213.11.odf Create4 btr Independent Third Party: Yes • •• • 15213.12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • a • • •• •• • • • •• •• http://www.floridabuilding.org/pr/pr_a••• p _dtl.aspx?param wGE ,TXQwtDgv3yVVKJZ1Q... 6/27/2017 Florida Building Code Online I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door Page 4 of 5 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing "Snap Frame" Gazing - Inswing/Outswing (XX - Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15213 R2 II Inst15213.12.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Eval 15213.12.odf Created by Independent Third Party: Yes 15213.13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No . FL15213 R2 II Inst 15213.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. FL15213 R2 AE Eval 15213.13.odf Created by Independent Third Party: Yes 15213.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Up Lite" Glazing - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See•INST 15213.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. FL15213 R2 AE Eval 15213.14.odf Created by Independent Third Party: Yes 15213.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15213 R2 II Inst 15213.15.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Eval 15213.15.odf Created by Independent Third Party: Yes 15213.16 p. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites utilizing "Up Ute" Glazing - Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. FL15213 R2 AE Eval 15213.16.odf Created by Independent Third Party: Yes 15213.17 q. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Ute" Glazing - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.17.odf Approved for use outside HVHZ: Yes • • • • • • • , VerjfieQ By:•14endon F. Schmidt, P.E. 43409 Impact Resistant: No • • • • • Crested by Independent Third Party: Yes Design Pressure: N/A • • • • •• Other: See INST 15213.17 for Design PressureRatirlgs,•. • Cva�oHpeports L R •4E Eval 15213.17.odf any additional use limitations, installation IhstrActiens dhe product particulars. r Crested IA/Independent Third Party: Yes 15213.18 r. Smooth/Wood Grainy/White Nem, Grain/Rustic/M4rog4ny Seriesff Fiberglass Dyer • • • :9r8 "Non-IPnpr" Glazed Fiberglass Double Door with ,Sidelites utilizy:g;'Up Lite" Glazing - Inswing/Outswing ;(•OXXO - ConflpuTtion) • Limits of Use • • • • Approved for use in HVHZ: No Approved for use outside HVHZ: Yes ••• • • • • • • • • • •• • ••• • • • • • • ••• • • • • • Instailafion Instructions FL15213 R2 II Inst 15213.18.odf Verified By: Lyndon F. Schmidt, P.E. 43409 ••• • • • • • • • • • • • • • •• •• ••• • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv3yV VKJZ 1 Q... 6/27/2017 Florida Building Code Online Page 5 of 5 Impact Resistant: No Design Pressure: N/A Other: INST 15213.18 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Eval 15213.18.odf Created by Independent Third Party: Yes 15213.19 s. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door 8'0 "impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: INST 15213.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15213 R2 II Inst 15213.19.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Eval 15213.19.odf Created by Independent Third Party: Yes 15213.20 t. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO - Configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: INST 15213.20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15213 R2 II Inst 15213.20.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Eval 15213.20.odf Created by Independent Third Party: Yes Go to Page a (sack! 'Next' • 0 Page 1 / 2 0 Contact Us :: 2601 Blair Stone Road. Tallahassee Fl 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: SZMNIZ •• •••• •• •• •• •• •• ••• • • • • • • • • • •• ••• •• • • • •• • • • • • • •• • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • ••• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • •• •• ••• • • ••• • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 6/27/2017 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 Certificate of Independence 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 in the accompanying Florida Product Approval Lyndon F. Schmidt, P.E. FL No. 43409 April 1, 2015 •• ••• • • • • . •• • • • . . . •. ..• •. . . . .• •... ..• . . .. • • • • • • • • • • •• • • •• • • • • • • • • 0 • • •• •• • • •• •• • ••• • • • •••• • R:\Admin Does\FBC Templates\Certificate of IndependenF goc.• •••ipliest 1 of j • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series Fiberglass Door INSWING / OUTSWING "IMPACT' GENERAL NOTES . This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level ") and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TAME OF CONTENTS SHEET# DESCRIPTION I Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and tram anchoring - 2X buck masonry construction 6 Frame anchoring -1 X buck masonry construction 7 Bit of materials & components 37.5D' MAX. O.A. FRAME WIDTH 2 0 $ g t 0 X o R -'= 35.75' MAX. DOOR -- PANEL WIDTH cr 1 poi 1 I 40 DOOR PANEL 0 0 b OHORIZONTAL CROSS SECTION 2 f 1.58" s... ...:.t, .c..,. .;::, 1 23 TOP RAIL CeT Oar PVC 1.58" 1 1I II.. 14 9O1OM RML Cellular PVC 2.50' REINFORCEMENT WOOD For lock HINGE A LATCH STILE Reinforcement (tt -W '''''''''''''''''''''''''' zZo cZ • d • • •••. • •• • •• • INTERIOR • ••• • • • •• • z1 •••• • • c" • • ••••••� cL• ER�RI• •• • am bR • a— •os • • • • • • • • • • • • HIN ••• • • • •• • • • • © 0 • C)VERTICAL CROSS SECTION N • • • • • • A•••• • • • w••• v•.•• • • ••.•• • • • 6 r. o z D ATE 02/16/ 2 4 SCALL: N.T.S 3 DWG. BY: ,JJ( • CHK, art LFS • DRYS NO. FL -15213.1 sitar _ OF 0 • 1-1/4" MIN. EMB. ()YP.)— 4 • • • • 4 • a 1-1/4" MIN. EMB. (7YP.) © 0 ®® INTERIOR EXTERIOR 3 \ HORIZONTAL CROSS SECTION © 0 0.15" C SINK CM) 011®® 10, g o°o o O HORIZONTAL CROSS SECTION 3 aallso aapp shown Inswing 3 JShown w/lXsub-buck 0 INTERIOR EXTERIOR e A 00 4 1 1 4 ee INTERIOR EXTERIOR 0.15" C SINK n.YP.) 00 O el°g ;!P ofra N b 0 ppm 3 lO HORIZONTAL CROSS SECTION aallsosoap�ved - Inswing • = N ; A ot : N•; V. 16 2120 \ i A. 9 •W ••••111 f.,..,) •. ••• •� : z.4.•• •• •• • • ••• • • • • •• •••• • • • • •••• •m •• • C • • • • • am ) •• •• • • O. w • p� O 0 EMB. (Tl'P.) • • • • . •• • 0 • a • ••• b • • •• ••.i i�o•� • h O Z oaE: 02/16/ 2 SCALE; N.T.S. owo. en JK CHK. re: LFS OWING NO.: FL -15213.1 SHEET • OF 7 •• • • • •• • •• • •• • •• • 1 VERTICAL CROSS SECTION EXTERIOR Outswing shown - Inswing also approved INTERIOR 33 VERTICAL CROSS SECTION 4 OuhvAng configuration * 3 i -,n u): i o / E °' _a ° a x y Z w 4 vi 1 •••• j./4 rtie) o A ® • • • • • • TERIOR INTERIOR •,, • •• •••• ,s,.O•• •� v• C)VERTICALCROSSSECTION• • ••• tai .G •8•• Shown w/1X subhwck••••• •t o ° •°•o• • •• • • L Lail ••••. • • • • • • •• • ai • •• C)VERTICAL CROSS SECTION Inswing configuration z DATE: 02/16/ 2 scuF N.T.S. DWG. ay: JK CHIC. BY: LFS DRAMtHO NO.: FL -15213.1 SHEET OF 7 •• •• • •• • • .• •• • •• •• • 2X BUCK MASONRY OPENING TYP. HEAD & JAMBS 1 O A 1\ BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortarjolnts. 2. 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: HINGE JAMB ANCHOR ANCHOR:•MIN MIN CLEARANCE MIN CLEARANCE: n!p� EMBEDMENT . ' TO MASONRY TO ADJACENT ;; FIFE. EOGE :.:ANCHOR •:. •:' ITW c 1/4" 1.1/4" 2" 4" ELCO o 1/4" 1-1/4" 1" 4" ULTRACON° Maintain a m n!mum wedge distance, "end distance, & 1" o.c. spacing of wood screws to prevent he splitting of wood. • 2X BUCK FRAME MASONRY OPENING TYP. HEAD & JAMBS g a6 FRAMEANCHORING Masonry 2X buck construction HINGE JAMB +s— . K1 • • • • • • • r0 I2 U �► 4 mai L ••• aJ • d • • N ••• • • • •• O • •��T 4 CC G�ii •"i•••• • ci$ •xz �•••• • • J��81 • •• • E ,v1j•.• 4 • • • • • am W l 6,"4•• •• .• E 0 jU • • • •Q o RR 1 • • • o a•• • • • • • •. • • • • • • •• • r►. STRIKE JAMB STRIKE PLATE DETAIL ••• • 4 • •• DATL 02/16/ 2 SCALE N.T.S own. Br: JK CHK. Br: IFS ORMWINW No.: FL -15213.1 SHEET OF •• • •• • • • • • •• •• • • •• •• • n HINGE JAMB A •s 1X BUCK FRAME� MASONRY OPENING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarJoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, addition, concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: • LI • ANCHOR ANCHOR ` MIN..: 1YPE ...:...:..SIZE....:.EMBEDMENf MIN CLEARANCE. TO MASQNRY Ebci6.... •MIN CLEARANCE TO DJAGENT ANCHOR ITW (YUKON @LCO LTRACON- 1/4" 1-1/4" 2" 1/4" 1.1/4" -n-Vi TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minknum 5/3 -edge distance, "end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. 3/14" 1-1/4" 1" 3" 4" 4" 1.1/2" tillfit O' W F. gi 1 7. cot,1 IjN iti i,„ 4(1t,tJ a� 0 $.1 z° ty Intl UN •; N Z � S �oa 1.11 OOdad` • 1.........A.44„.14 d • • ••• • • • z • • • 0 :Me. • t g ••••• • •zW • • • • L • I• • • • • • a •• •• • • • o• ft • O 0:9 . • • • CZ • • • • • g • •• • !..: • FRAME ANCHORING STRIKE JAMB Masonry 1X tuck construction HINGE JAMB STRIKE FATE DETAIL ••• • • •• • • •• •• • •• • •• • NI - 0 0 Date 02/16/ 2 SCAB: N.T.S. owe. BY, JK CHK. er: LFS DRAB G FL -15213.1 sited of 7 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 2 1X BUCK SG >= 0.55 WOOD 3 2X BUCK SG >= 0.55 WOOD 4 1/4" MAX. SHIM SPACE - 5 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 6 #10 x 2-1/2" PFH WOOD SCREW STEEL 8 #9 x 3/4" PFH WOOD. SCREW STEEL 9 DOOR SKIN (MIN. 0.075" THICK) FIBERGLASS 10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 10A VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. VINYL 11 REINFORCEMENT WOOD FOR LOCK WOOD 12 FINGER JOINTED PINE JAMB WOOD 13 #9 x 2-1/4" PFH WOOD SCREW STEEL 14 BOTTOM RAIL CELLULAR PVC 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD 15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD 16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 16A i 7 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT - SIGNATURE SERIES (780) STEEL 20 POLYURETHANE FOAM BY NANYA POLYURETHANE 21 4" x 4" BUTT HINGE STEEL 23 POLY FIBER JAMB COMP. / VINYL 24 HINGE & LATCH STILE CELLULAR PVC 25 TOP RAIL CELLULAR PVC 26 DEADBOLT STRIKE PLATE STEEL 27 LATCH STRIKE PLATE STEEL 28 OUTSWING BUMP THRESHOLD ALUM. / WOOD 29 HINGE & LATCH STILE REINFORCEMENT LVL 30 1 /e X 3-3/4" PFH ITW CONCRETE SCREW STEEL 31 #9 x 1" PFH WOOD SCREW STEEL 32 1/4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL 33 3/16" X 3-1/4" PFH I1W CONCRETE SCREW STEEL 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 1 4.56" 1 2.1r�� --I� Imo— 2.43' —"-I 4.56" ADJUSTABLE INSWING SILL -- 2.43" --moi • • • •• ••• ce 25 POLYFIBERJAMB •s•••• •• •• &§ m Pio: •••• . cis o« •• • cLw IX •i)• • • • • ! •o.a �. ••,... • • • • • • II i ••• 0 OUTSWING BUMP THRESHOLD 16 ADJUSTABLE INSWING SILL • go Z OM: 02/16/ 2 SCALE: N.T.S owc. or: JK CHK. ar: LFS DRAWING NO.: FL -15213.1 SHEET 7 OF 7 • • • • • •• • i• • •• • • •• ••• • • • ••• • ••• • Opening 1. Fixed Window Mulled (Series 300) FL 15920.1 2. XOX Horizontal Rolling Window Mulled (Series 805) NOA 15-0505.29 3. Fixed Window Mulled Series 300) L 15920.1 4. XO Horizontal Rolling Window Mulled (Series 805) NOA 15-0505.29 5. OXXO Sliding Glass Window (Series 390) ) L15726.1 6. Fixed Window Mulled (Series 300) FL 15920.1 7. OX Horizontal Rolling Window Mulled (Series 805) NOA 15-0505.29 8. Fixed Window Mulled (Series 300) FL 15920.1 9. OutswingDoor Mulled Plastpro*erglass Door) 15214 • ... • •. :.ie. -ted Window Milled ••• eves3610}••.. ••.•• 15920.1. • • • • • 41. OXXO Sliding Glass Door • • •••�. eries390j. • .. • 78 15726,1 • . • • • •IrFlxed Winnow Milled • • • • • • ••**(Cedes 300) • •••• • FL 15920,*•••• •• ••..• • • 13'I11xed Window Mulled arias 300) • •••.. 159201. • • • • ••. • •• • .• •••• • • • • MRH 40' 3rd Floor 2nd Floor Balcony (1725 96) Egress Bedroom Bath Room Bath Room 1 (86 x 42 ) Bedroom S a s 3 (33 x 42 ) 2 (86 x 56 ) Sill Ht. 42" Egress 4 (33 x 56 ) Sill Ht. 42" Balcony 13 12 (86x19) (86 x 19) 1 11 (172x96) Living Room Kitchen Dinning Room s a s Main Door 6 8 Egrrss (33 x 42) (23 x 98137 xyx 80 ) 7 (33 x 55 ) Sill Ht. 42" 10 (38x15) E 0 V G 0 frj ct � CO O '1' CO • ez 1� o CO N (NJ Tr m v LL vi li c • v ra co o- h (Z 0 0 E 0 0 0 c 0 J Lc) m c C1) 0 0 Z N I.r) COPYRIONT E.TENPEST.CON SCALE: NOT TO SCALE DATE: Jun 27, 2017 PAGE DESCRIPTION: Site Plan PAGE: OF 2 1