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Home My WebLink AboutRevisions `OFFICE USE ONLY: DATE FILED: PERMIT#-S L(Z- I q,O 3 ° b 5 '2 U REVISION FEE: RECEIPT# ` PLANNING &DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LO,CATION/SITE ADDRESS: D 19- f- l d L.\ q 9 y 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: �.'n avv►.,� 1 to nn e- co 1EL #- a a 3-7 Sr, 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: C6 O 9,a$,3 e ST.LUCIE COUNTY CERT.#: BUSINESS NAME: QUALIFIERS NAME: %-j--oL IYit'_S D t ADDRESS: 1-3 14 1.1 CITY: W.C5 ri6j M STATE: Lr ZIP: 3 oL- PHONE(DAYTIME): 6 u11 FAX: �'S'Le B- 9 ldD15r--1 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC:9/23/09 Revised 04/26t2010 i 36" X 80" i l REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N. .#) 1 1 36 80 20.00 5 1 36.1 1 -47.2 FL22378l2: &,40 a FAMILY ROOM-LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 14'PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. LESS THAN 30%OF STRUCTURE'S VALUE.NOT A RENOVATED BUILDING.EXEMPT FROM 2017 ENERGY CONSERVATION CODE. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES I MEAN ROOF HEIGHT= 11 FT 10 IN at=? JOHNSON RESIDENCE 3703 AVENUE N DOOR REPLACEMENT PLAN FORT PIERCE, FLORIDA Florida Building Code Online http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGE... a BCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats&Facts ! PubOcations Contact Us ' BCIS Site Map i Links ' Search Florida JOIN& FA* `Product Approval USER:Public User & d Product Approval Menu>Product or Application Search>Application List>Apptication Detail FL# FL22378-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powls Road West Chicago,IL 60185 (800)663-3667 sschrelber@masonite.com Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year r TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/25/2019 Date Validated 01/28/2019 Date Pending FBC Approval Date Approved 02/04/2019 Summary of Products 1 of 4 9/25/2019, 1:28 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGE... FL# Model,Number or Name Description 22378.1 Stormguard Fiberglass Side-Hinged Door 6'-8"Opaque I/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+60/-65 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL22378 R6 II FL0170.odf Code,Including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements do not exceed the design pressures listed.3'-0"x 6'-8" Created by Independent Third Party: max nominal size.Hurricane protective system is NOT required.See Evaluation Reports DWG-MA-FLO170 for anchor details and water performance where FL22378 R6 AE 514010A.odf required. FL22378 R6 AE 514014A.odf Created by Independent Third Party:Yes 22378.2 Stormguard Fiberglass Side-Hinged Door 6'-8"Opaque O/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.p Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+60/-60 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building ELZ2.3..7_13_IK6_jI__Ei.QI7Q,.pdf Code,Including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements do not exceed the design pressures listed.3'-0"x 6'-8" Created by Independent Third Party: max nominal size.Hurricane protective system is NOT required.See Evaluation Reports DWG-MA-FLO170 for anchor details and water performance where FL22378 R6 AE 514010A.odf required. FL22378 R6 AE 514014A.odf Created by Independent Third Party:Yes 22378.3 Stormguard Fiberglass Side-Hinged Door 6'-8"Opaque I/S Single or Double Door w/or w/o Sidelites Unit Limps of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C GAG NI007077.07-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL22378 R6 II FL0170.pd Code,including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements do not exceed the design pressures listed.12'-0"x 6'-8" Created by Independent Third Party: max nominal size.Hurricane protective system is NOT required.See Evaluation Reports DWG-MA-FLO170 for anchor details and water performance where FL22378 R6 AE 514008A.odf required. EL22378 R6 AE 51401 A odf Created by Independent Third Party:Yes 22378.4 Stormguard Fiberglass Side-Hinged Door 6-8"Opaque O/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI�8 R6(-- CAC NI007077.07-R2 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL22378 R6 II FL0170.odf Code,including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements do not exceed the design pressures listed.12'-0"x 6'-8" Created by Independent Third Party: max nominal size.Hurricane protective system is NOT required.See Evaluation Reports DWG-MA-FLO170 for anchor details and water performance where FL22378 R6 AE 514008A.odf required. FL22378 R6 AE 514012A.pdf Created by Independent Third Party:Yes 22378.5 Stormguard Fiberglass Side-Hinged Door 6'-8"Impact Glazed I/S or O/S Single Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.09-R3.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55/-55 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building EL22378_.R_.6_II_EL`01Z2.pdf Code,including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements do not exceed the design pressures listed.9'-0"x 6'-8" Created by Independent Third Party: max nominal size.Hurricane protective system is NOT required.See Evaluation Reports DWG-MA-FLO172 for anchor details and water performance where FL22378 R6 AE 514008A.odf required. FL22378 R6 AE 514012A.odf Created by Independent Third Party:Yes 22378.6 Stormguard Fiberglass Side-Hinged Door 6'-8"Impact Glazed I/S Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL22378 R6 C CACNI007077.0 -R3.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50/-55 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL22378 R6 II FL 0172.pdf Code,including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute 2 of 4 9/25/20.19, 1:28 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtI.aspx?parain=wGE... requirements do not exceed the design pressures listed.12'-0"x 6'-8" Created by Independent Third Party: max nominal size.Hurricane protective system is NOT required.See Evaluation Reports DWG-MA-FLO172 for anchor details and water performance where FL22378 R6 AE 514008A.pdf required. _FL2Z3Z8 R4_AF__514012.A.pdf Created by Independent Third Party:Yes 22378.7 Stormguard,Fiberglass Side-Hinged Door 6'-B"Impact Glazed O/S Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.09-113.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55/-55 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building EL2,2..3 RC_I_I_F 0.17.2..p. Code,including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements do not exceed the design pressures listed.12'-0"x 6'-8" Created by Independent Third Party: max nominal size.Hurricane protective system is NOT required.See Evaluation Reports DWG-MA-FLO172 for anchor details and water performance where FL22378 R6 AE 514008A.odf required. FL22378 R6 AE 514012A.odf Created by Independent Third Party:Yes i j 22378.8 Stormguard Fiberglass Side-Hinged Door 8'-0"Opaque I/S Single Door Unit k Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL22378 R6 C CAC NIO07077.08 .ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+60/-65 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL22378 R6 II FL0171.pdf Code,including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements do not exceed the design pressures listed.3'-0"x 8'-0" Created by Independent Third Party: max nominal size.Hurricane protective system is NOT required.See Evaluation Reports DWG-MA-FLO171 for anchor details and water performance where FL22378 R6 AE 514009A.odf required. FL22378 R6 AE 514013A.odf Created by Independent Third Party:Yes 22378.9 Stormguard Fiberglass Side-Hinged Door 8'-0"Opaque O/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL22378 R6 C CAC NI007077.08 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+60/-60 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL22378 R6 II FL0171.odf Code,Including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute I requirements do not exceed the design pressures listed.3'-0"x 8'-0" Created by Independent Third Party: max nominal size.Hurricane protective system Is NOT required.See Evaluation Reports DWG-MA-FLO171 for anchor details and water performance where FL22378 R6 AE 514009A.odf required. FL22378 R6 AE 514013A.odf Created by Independent Third Party:Yes 22378.10 Stormguard Fiberglass Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL22378 R6 C CAC NI007077.08 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL22378 R6 IjjI0171•pdf Code,including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements do not exceed the design pressures listed.12'-0"x 8'-0" Created by Independent Third Party: max nominal size.Hurricane protective system is NOT required.See Evaluation Reports DWG-MA-FLO171 for anchor details and water performance where FL22378 R6 AE 514007A.odf required. FL22378 R6 AE 514011A.odf Created by Independent Third Party:Yes 22378.11 Stormguard Fiberglass Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL22378 R6 C CAC NI007077.08 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL22378 R6 II FL0171.odf Code,Including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements do not exceed the design pressures listed.12'-0"x 8'-0" Created by Independent Third Party: max nominal size.Hurricane protective system is NOT required.See Evaluation Reports DWG-MA-FLO171 for anchor details and water performance where FL22378 R6 AE 514007A pd required. FL2237R R6 AE 514011A.odf Created by Independent Third Party:Yes 22378.12 Stormguard Fiberglass Side-Hinged Door 8'-0"Impact Glazed I/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certiflcete Approved for use In HVHZ:Yes FL22378 R6 C CAC HI007077.04-R6.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 3 of 4 9/25/2019, 1:28 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... Impact Resistant:Yes 12/31/2020 Design Pressure:+43/-47 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL22378 R6 II FL 0173.pdf Code,Including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements do not exceed the design pressures listed.12'-0"x 8'-0" Created by Independent Third Party: max nominal size.Hurricane protective system is NOT required.See Evaluation Reports DWG-MA-FLO173 for anchor details and water performance where FL22378 R6 AE 514g97A.pdf required. I FL22378 R6 AE 514011A.Ddf Created by Independent Third Party:Yes 22378.13 Stormguard Fiberglass Side-Hinged Door 8'-0"Impact Glazed O/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC N.I4Q7077.04-R6.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+47/-45 Installation Instructions Other:Evaluated for use in locations adhering to the Florida Building FL22378 R6 II FL 0173 Ddf Code,including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute requirements do not exceed the design pressures listed.12'-0"x 8'-0" Created by Independent Third Party: max nominal size.Hurricane protective system Is NOT required.See Evaluation Reports DWG-MA-FLO173 for anchor details and water performance where FL22378 R6 AE 514007A Ddf required. FL22378 R6 AE 514011A.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement 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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The email 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 here. Product Approval Accepts: A Crec rt Card 4 of 4 9/25/2019, 1:28 PM NOTICE OF PRODUCT CERTIFICATION " . Company: Masonite International Corporation Certification No.: NI007077.07-R2 1955 Powis Road Certification Date: 05/22/2017 -West Chicago,IL 60185 -- --- - --- -Expiration Date: 12/31/2020 Revision Date: 05/02/2018 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/and w/o Impact Rated Sidelites a (w/Wood Frame or Worldwide Composite Frame3 unless noted) r - Specification: TAS 201/202/203-94/ASTM E330-02 The"Notice of Product Certifcatio "is only valid if the NAMI Certification Label has been applied to the product as described within this document. The-certification label represents product confo o the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listill _ .Namicertification.com. NAMI's Certification Program is accredited b The American National Standards Institute(ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& OutswingOpaque Size Pressure Pressure Rated Comments X 1/S Opaque 3'0"x 6'8" +60/-65 0 psf Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16 Single Maximum Panel Size:3'0"x 6'8" Ancho -MA-FL0170-07/W-1807 X O/S Opaque 3'0"x 6'8" +60/-60 3.75 psf/6.0 psf Yes NCTL-210-3102-1/ATLNC 0129. -15/ATLNC 1012.01-16 Single 10.5 psf 2/9.0 psf; Maximum Panel Size:3'0"x 6'8" 7.5 sfs Anchor Details-MA-FL0170-07/W-1807/W-1835/W-1860 XX US Opaque 6'0"x 6'8" +501-50.5 0 psf Yes NCTL-210-3105-1/ATLNC 0129.01-15/A 12.01 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807 XX O/S Opaque 6'0"x 6'8" +551-50.5 3.75 psf/6.0 psf' Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double 8.25 psf 1/8.25 psf 4 Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 XO/OX US Opaque Door 6'0"x 6'8" +50.51-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807 XO/OX O/S Opaque Door 610"x 6'8" +551-50.5 3.75 psf/6.0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf z/9.0 psf° Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXO US Opaque Door 910"x 6'8" +50.51-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807 OXO O/S Opaque Door 9'0"x 6'8" +551-50.5 3.75 psf/6.0 psf' Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/AT'LNC 1012.01-16 Single w/Sidelites Glazed Sidelite 8.25 psf2/9.0 psf° Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXXO US Opaque Door 12'4"x 6'8" +501-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807 OXXO O/S Opaque Door 12'4"x 6'8" +551-50.5 3.75 psf/6.0 psf' Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite 8.25 psf 1/8.25 psf° Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 1-Denotes Meries Threshold Design 2-Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denotes HP Outswing Threshold National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: Do IyAS.ONITE, - =- i49':MAX. OVERALL FRAME WIDTH 1 . O 21" MAX 36,375" MAX. Q cfl ; STORMGUARD FIBERGLASS DOOR UNIT D L D 37 5" MAX. _ O fi'-8"DOUBLE DOOR WITH/WITHOUT S1DELlTES w AsrRA(A1 FRAME WIDTH o - PANE WIDTH _M. GENERA .NQ=, ! cc O 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ( _ ? Lu U THE FLORIDA BUILDING_CODE AND,WHERE PRESSURE ®. ® ® ® ! t CL REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUMi ; _ DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, , ' Lr)u DOES.NOT EXCEED THE DESIGN PRESSURES LISTED. C Lf) 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF °1� �! O A HURRICANE'PROTECTIVE SYSTEM (SHUTTERS) LLJ . 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM.E84. -I = W M A 4 PLASTCS TESTING: JEST.IDESC IRPTION.,._,.......DESIGNATION ....FACING..._ .....__LITE,F•RAME,,.... SELF IGNITION TEMP ASTM D1929. 752'F> 850 F 'F ,i RMTE OF BURNING—,; ASTiA D635 056 IN'MIN 128 IN MIN 1 SMOKE DENSITY ASIM D2843 53.4� 70 2z TENSILE STRENGTH• ASTM D838 3.2Z DIFF 1.SX DIFF y t3 I L�j J f 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE-FRAME (WHERE USED): ..TEST DESCRIPTION .. DESIGNATION RESULT 'SELF IGNITION TEMP. '..ASTMl D1929. 779 F') 650 F,: _......_ o RATE OF BURNING ASPM D635' 0 0 IN MIN �i 3 SMOKE DENSITY ASTM D2843 39.0 Ik@rdlre-blll .. o a TENSILE STRENGTH• ASTM,M38 3.69 DIFF DOUBLE DO• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING t . 4500 HOURS XENON ARC METHOD 1 :' N(n to to Ln b: i _.. .. _. ..__ ........_. - - - - ' .... Ulu mm IT • i E. t .0O O 7 O: q: 0 Doi ., 0j s IOU 1 `p �UV �, E GL .................... ... ,t DU SINGLE DOOR,UN ff ,DOUBLE.DOOR UNIT .SINGLE:DOOR_UNIT ;,,SINGLE.DOOR-:..UNIT :,SINGLE DOOR UNIT-WftbdTTES 'QOUBLE DOOR,mg w/SIDELI7ES �. N CQ W Q �^ WITH SlDEL1TE �y(iji$IDELITE N N a STRUCTURAL "_WHERE WATER"INFILTRATION'PERFORMANCE IS DESIGN PRESSURE RATING __ REQUIRED.TO BE 157 OF DESIGN,PRESSURE ' CONFIG-"- -MAX WIDTH INSWING INSWING BUMPER O:S 2-SERIES 0'.S HP 0 S T4 0�S r HIGH DAM0.S= X. 37:5. .+80 w O UmQO0,0 :0. +5650. -6 .0- Z XX 74.'' +50. -50:5 N"A +25. +40: 55.0: -50.5. OX :. or XO 7 75 +50.5 '-50.5 +55.0 -50.5:t N•A +25.0 -25.0 +40.0 -40.0 N/A +55.0 -5D.5 +55.0 ':-5 :5. OX0 112.5 +50:5. -50.5• +55:0 -50.5:` N'A +25.0 25.0 +40;0 -40.D N A +55.0 :: -50.5 : :+55 0. '-50.5 641E ,4...9 07 3. OXXO 149.: +50.0 `=50.5 +55.0 50 5 N A"'" +25. * -25:0 + 0,0 -40:0 N A__ +55 0 =50.5 :+55.0 '50: : , scnt�. N.T.S.NTSst > mvo.fir: SWS ' _ TABLE-OF..CONTENTS ... Cwc;BY_ SHEET, DESCRIPTION ..... KURT&LLTHAZOR aavnNo Na: TYPICAL_ELEVATIONS & GENERAL NOTES ....". FLORIDA P.E. OWG-MA-FLO170-07 2 ANCHORING LOCATIONS & DETAILS #56533 3_. -,1 ANCHORING LOCATIONS _ La 00 6 SEE DETAIL 3. . : 3 E n 3.. .. 4 ., t 1 1 f f... _� � 6 6n 6n ij 6" 6" j m to N Lo y a a SEE OETPJL to r- a to <I SEE DETAIL Q I W SEE'DETAIL w 6" a ............ ^ E m ro n 3 ti n 6" 6' SEE DETAIL #$ 2 , x " n ASTRAGAL RETAINER b0LT`HQLE BE DRILLED THROUGH: 1,0x5/ 8 a i 8 x 2 / HOLD & INTQ THE- , �t 1 STRUCTURE: DEEP' ENOUGH Q a { #16 x 5/8' FOR A 1.375" THROW I �Q #8 x 2" #10 x f"' DET& E ASTRAGAL o ` #10 x •Z-1/2 ATTACH :ASTRAGAL RETAINER. LT BOLT': o a V, AEfAiL F" ASTRAGAL} fr 10 x 1" Ld # STRIKE •PLATE TO-FRAME o o rr 10 x 5/8". AS SHQWN. _ a Q a DETAIL "C". -0 W-4 L t• itn anss , aeuuteo aA� 1.37 1,437 auruT:is , mute auoii p 011ierEa snmmea>m EEtaume otr _. 1 aour f,a ) .aeo•^s�na txa"ia-,xo,.1,1 f°P�!u), - a,u'icv"s .a11tP,n ,u,cvs�xnof® e,ta'fiuo .t' e,rtn raw MOM rt t/r eme eN,t ,twt an went skeie ,/r me W 0 U m d Z IL�SWING THRESHOLD BUMPER t)4S THRESHQL-D kL►'�Q/S jbRESHOLD. 1 1. 3 �$ oar as •nar` � - ,: ow ass �'4 9 S7 .s; ,: T 1.482" 1.78" 1.047 1.437` > dos Ana Owa ar• N SWS t �1L[16L 7YPIU CLAZO DETAIL; ALTERNATE:GLAZING'DEiAfL T j IMPACT RATED GLASS IMPACT RATED GLASS . DRAVRW.NO.. ...., Z-SERIES 0/� TNRES�dOI D B D�f AM 0/5 THRESH OLL) T4 0/S THRESHOLD DWG-MA-I?o+z�o7 1 00 SEE DETAIL E"SHT. 2 3 3 6" p . t 3" 6 f-- �... 3' �. �3 ¢p r.. I.. _ . F- " 6 to oC`^ ra SEE DETAIL o Lr) — }� D" SHT �V) J SEE DETAIL 3 0 "C" SHT. 2 — w q f -, 20 0 s 1711 3 _;. Y -w 3" kdml / SEE DETAIL .,. 6 6 0 ' . HARDWARE SCHEDULE a n ` 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ATTACHMENT DETAIL SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,. AT 5-1/2 CENTERLINE. SIGNED AND SEALED BY ROBERTO LOADS, PE • 2. 4" X 4 FULL MORTISE BUTT HINGES. ``r (FLORIDA #62514) WITH THE LOWEST (LEAST) tMIN { o '. ._'x o.25" ootn FASTENER RATING FROM THE DIFFERENT FASTENERS "`'M t"Xt/2" CORRUGATED10X2° WOOD SCREW aaf- SHIM 3 FROM EACH END 6 FROM:EACH END a ain BEING CONSIDERED FOR USE. JAMB, HEAD, AND " z 1.25" . AND 7" OC AND 12" OC XI- a THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE cL—� �- Mw o ... a 0, ` #10 WOOD SCREWS, f 4" TAPCONS, AND #10 TEK SCREWS. —0•25" WoaUEn A PHYSICAL SHIM -MUST BE LACED IN SHIM SPACE AT EACH SHIM AEn �p � �� a ANCHOR LOCATION= TAPCON EDGE DISTANCE MIN 2=1/2". cnuLk cL WOOD SCREW EDGE DISTANCE MIN 3/' 4". TEK SCREW EDGE TYPICAL MASONRY —� �- ACRYLIC Aa ' DISTANCE MIN 1/2". ANCHOR INSTALLATION +�; LATEX CL iai� {t 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO t ° f a ACHIEVE 3 THREADS =MINIMUM BEYOND STEEL INTERIOR SURFACE. b u 1X BUCK MASONRY COMBINATION WOOD COMBINATION ,WQOD F 1 ANCHOR INSTALLATION:) MULLION (BOXED) ��rMULLION (BOXED) 3. THE .WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM � � - —rdAX '%gl X2-1/2•SCREWS �4�obn scRW. a� ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT _ ` SHIM EACH END EACH END•' OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE cL--� DAB >MINIMUM EMBEDMENT OF 1-1/4". r 4. -WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO owc sr: 5W5 TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ® ® a e` WK. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION 'INTEGRAL•WOOD INTEGRAL WW owc wA-F1.OI70-07 MULLION (CHS) MULLION (CHS) srr 3 of .3 L. Roberto Lomas P.E. 1432woodfordRd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514010A 434-688-0609 Date: 10/10/2017 rllomas a(_Irlomasoe.cwm Test Report: N/A Product: Single door 3'x 6'8"(Wood Frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/&w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,NDS 2015,TR12) Nominal diameter: D: 0.190 in bap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fb= 80,000 psi Side member: Douglas Fir-Larch(6=0.50) Main member:Spruce-Pine-Fir(6=0.42) iSide member thickness: t,= 1.000 in Main member thickness: t.= 1.500 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F.,,= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: I.= 1.140 in Mode I,,, Mode I, Mode 11 Mode III. Made III, Made IV qm= 636.5 Ibs/in qs= 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P= 725.61 Ibs P= 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 KD= 2.400 KD= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 Z„= 1 302 Ibs Z�= 368 Ibs P= 331 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs KD= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs Min.Design value: Z= 110 Ibs Z= 138 Ibs KD= 2.400 KD= 2.400 KD= 2.400 Duration Factor: Co= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 lbs Allowable Design Value(ZCD): Z.= 17 Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 'edge spacing(in) Substrate:Hallow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z 155 Ibs/anchor(per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA,Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value(Us): Z.= 316 Ibs/anchor Minimum anchor capacity: 155 lbs/anchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations,minimum required anchors 36.38 Design pressure: 85.0 psf I I 1 Area Load Ind. Max. Anchor Zone O.C. j(lbs) Load Result Al 79.25 ( ) (Ibs) (in) Qfy lr (in) (Ibs) AI 2.3 195 N/A N/A 2 98 OK AZ 7.7 656 6.00 18.00 5 131 OK • �it111l�11/ . ,. �.. TATEOF'4" FQ Luis R. Lomas P.E. FL No.:62514 1 of 3 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514010A 434-6ee-0609 Date: 10/10/2017 rIIomasQIrlomaspe: rn Anchor Locations: 36.36 7e.ys 6.00 7YP. 6.00 TYP. ' 6.00 1 e° MAX O.C. i i i 79.25 i 6.00 i i I Luis R. Lomas P.E. FL No.:62514 2 of 3 10/10/2017 L. Roberto Lomas P.E. ta32 Woodford Rd. Manufacturer. Masonite Lewisville,NC 27023 Report#: 514010A 434-688-0609 Date: 10/10/2017 rllomas @Irlomasoe.cwm I Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2' INIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BEL 2. FOR AN H ROUGH F NRY/CO CRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 3. F E DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4.ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.'CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052"THICK MINIMUM 6.ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE'INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF�THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X,BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9.WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. f ' I ! �fps � f ' Un 1l,1Iw11 t,_. Luis R. Lomas P.E. FL No.: 62514 3 of 3 + 10/1.0/2017