The URL can be used to link to this page

Home My WebLink AboutBuilding Permit Application ��SUPPL�IUJ;E��TA�LL�O�NS R`U,�T10FN.LIEN lA1N IIUFORIV1AT10N ''`+4c t DESIGNER/ENGINEER: Not ApplicableMORTGAGE COMPANY: Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: 1 11 I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing,consult with lender or an attorney before commencing work or recording our Notice of Commencement. s _Signature of Owner/Lessee/Agent ture of Contractor License Holder STATE OF FLORIDA ,STATE OF FLORIDA COUNTY OF_ _L!(C .j-� COUNTY OF V tn�l The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this—LQ day of 0 t�4 _ 20,Aby this day of �h, 20 cW by (Name of person acknowledging) (Name of person acknowledging) ��at&Uof Not W Pub' -State of Florida) (Signatu of Notary Pu•lic-Stat f Florida) Personally Known �' OR Pr duced Identification Personally Known L/-,"OR Produced Identification Type of Identification Produced_ Type of Identification Produced Commission No.01 Mi I -1 •r; .I(a5 { Co fission No. �o� el, (SA ><�r,YOUNG siai Comreis #GG 1951$1 MY COMMISSION#FF 951069 DDIMS Match 12 * _ i 12.2820 Ewdw r"Revised 0711512014 royF lnsurancg8D0385�C19 �Now �'�oFE�os�4 eonaearoauagettvotanserrices REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS I LE 0"OPY 72" X 80" 1 ECEIvj rb �-- REPLACE DOORS IN 1 OPENING ONLY. E:FEB 2 6 2020County, permitting OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 72 80 40.00 4 34.4 -37.6 FL22363.3 50.0 -50.0 FRONT ENTRY-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 1/4"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 MEAN ROOF HEIGHT= 13 FT 9 IN LYSHON RESIDENCE 5408 STATELY OAKS STREET DOOR REPLACEMENT PLAN FORT PIERCE, FLORIDA W 07/01/2019-4:27pm Talyssa V:\projects\-Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017-d FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPHMRH 5 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' 'ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS BASED ON Kd=0.85 NOTTO BE USED OR MATCHED WITH'LRFD'OR'ULTIMATE'DESIGN LIMITING PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZON PRESSURES 7 1 EXTERIOR ZONE05 PRESSURES 1 (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 4 _ Mean DESIGN PRESSURES(PSF)-ZONE 5 4 1. IDENTIFY THE ZONE OF THE OPENING AS INTE E-4)-OR EXTERIOR(BUILDING CORNER,ZONE 5)PER THE 2 ROOF Tributary Area(Sf Tributary Area(Sq Ft) 3 URE BELOW LEFT OR INFORMATION P D ).Y6 YQUIB,�` ' �• 1. ANY QUESTIONABLE OPENIN I$-;_,, S'DERED TH, RE CRITICAL(EXTERIOR)ZONE 5. t 10 20 30 40 ,eight 10 20 30 40 $0 2• IDENTIFY THE BUILDING MEAN(AVE ErR00F OM�.r �`LOWEST GROUND ELEVATION.IF THE MEAN �''"; R OF HEIGHT CANNOT BE IDENTIFIED,U E'_ LPDA z �F HEIGHT. -41.0 -39.3 -38.3 -37 1 -50.6 -47.2 -45.2 -43.8 -42.7 2.1. ALWAYS ROUND UP ROOF HE ti A 'VA 0-15 ft 15 ft 2. VALID FOR ALL ROOF SLOPES Fd 10°fS t NGINEER FOR REDUCTIONS. +37.8 +36.1 +35.1 +34 k3 i 4. - +37.8 +36,1 +35.1 +34.4 +33.8 33,CALCULATE THE TRIBUTARY AREA 0 ENI !IN THE GREATER OF(HEIGHT-WIDTH)OR THE 42.6 40.8 39.8 ., -52.6 49.0 47.0 45.5 44.4 SPAN LENGTH(HEIGHT)-AN EFFECTIVE WdD TH E (li HT 2/3). 3.1. USE THE AREA BETWEEN STRUCTU�RL'CQPE ONLY-THIS INCLUDES AREAS BE STRUCTURAL 18 ft +39.3 +37.S +36.5 +35.7 +35.2 18 ft +39.3 +37.5 +36.5 +35.7 +35.2 MULLS,COLUMNS,ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST -43.6 -41.7 -40.7 -39.9 -39.4 -53.8 -50.1 -48.0 -46.5 -45.4 (10 SQUARE FEET)SHALL BE USED. 20 ft }40.2 +38.3 +37.3 +36.5 +36.0 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER TRIBUTAR A AS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. -45.7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPA TYLU•r ACCORDANCE WITH CODE. 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 S. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF] Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ErWli 47.4 -45.5 -44.3 -43.5 -42.9 -58.6 -54.6 -52.3 -50.7 -49. GENERAL NOTES: 30 ft +43.7 +41.8 +40.6 +39.8 +39.2 30 ft +43.7 +41.8 +40.6 392 S ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOL SCE 7-10 35 ft -49'0 -47.0 -45.8 -44.9 -44.3 35 ft -60.5 -56.4 -54.0 s . SES P)2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. 2� ESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXP( SP Cl D. +45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 'n. RST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS THAN 50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 3. 5 E RATED LIMITING WIND vELocITY ABovE. 40 ft 40 ft �:. .Q_�QGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. +46.5 +44.4 +43.1 +42.3 +41,6 +46.5 +44.4 +43.1 42*a xx 6 RNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ON L $1.7 49.$ 48.3 47.4 -46.7 63.8 59.5 57.0 -55.2'_-5A5 5.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. HVHZ S HIGH VELOCITY HURRICANE ZONE. 45 ft c) +47.6 +45.$ +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT ASITE-SPECIFIC DOCUMENT. -52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 B. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED soft +48.7 +46.5 +45.2 +44.3 +43.6 soft +48.7 +46.5 +4$.2 +44,3 +43.6 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DIGITALLY SEALED WITH DESIGN LIMITATIONS.NG DES GNWIND PRESSURES(ASD)AS LISTED.APPLICA N-9 ESE 53.9 51.7 50.3 49.4 -48.7 66.5 62.1 59.4 -57.6 56.1 TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SWA ICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FORA'JIGA LITY OF 55 ft +49.7 +47.4 +46.1 +4S.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 THE USE OF THESE TABLES IS OFFERED HEREIN.10. THIS SPECIFICATION DOES NOT OFFER ANY PRO ET-APPROVED CERTIFICATION. REFER TO ANY A;, ELY -54.9 52.6 51.3 50. 48 6 67.8 63.2 60.5 58,6 57.2 SUBMITTED TEST CRITERIA AND OTHER AP-ROVALS�OR D#'S SiALLATION INFORMATION AND ACA ILITY OF 60 ft THESE TABLE VALUES WHICH IS TO BE VE _ _ OTHERS�IN�ACC _ CE WITH GOVERNING CODES. +50.6 +48.3 +47.0 +46. r +50.6 +48.3 +47.0 t46.0 +45.3 11. ADHERE TO ALL LOCAL IMPACT PRO N 9INA 12. NO CERTIFICATION IS OFFERED FOR IN - ., i TSTRUCTURE. jag / 13. EXCEPT AS EXPRESSLY PROVIDED H _.._,.;. _ DI ,4�1 •IFICATI SIS-ORQF_EIRMATIONS ARE I DED. INTERIOR ZONE04 , EXTERIOR g o 111 E,, �O_N EAN ROOF HEIGHT MRH EXPLAINED �+-I pl = _�o n; � �v - „ mR°mO..Z A z�me t7.�,� a= 10%OF LEAST HORIZONTAL DIMENSIO Oft a N LEAST HORIZONTAL T T O ay �, z nA ;0 C) -az�mFl 1 m 4" ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BU�NQT S DIMENSIONPEAK 0 G1 p m v O A <>o in O of 2 THAN 4%OF LEAST)HORIZONTAL DIMENSION OR 3FT.USE HEIGHT OF 5 5 v z 0 n�O D 3 C� �En tOrnn Z X O r-ut z z>-n m> n rn' �• � F ) CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN ENGINEER m m o m O 0 m TD 1 f t , Q 7om�om:9 0\'--' c1�0offo�I>;_ x Or n ' FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN,-)-, 3 p 0(-I m O v rL p z o"w 3:3 z c m O►� > O ( K ROO5 ® �ZDG1�-ZIZm 7°cn1G1m�O7om�°,y Pm Ci.t $� �, ,.. MEAN EAVE HEIGHT O r-Z-I 0 c;0 0>2r-m Z. �m�w 2 �> G'.�,�,.,. r . '_ a a a ROOF ROOF (MRH) (nmpz d rnm�MO 9m1mZm �z 1GJ �' <i, t f� HEIGHT HEIGHT WIND M pNDODAw¢o��i N< `d-L'). a - MRH 5 FLOW �Otn z z Z min .. (MRH) O =�-1 m�>>yOv=m T.,O �T •� �Ne'i, t: f 1 5 In ;o. z m a Gf m > 5 I ® C ® 4 Ya O ® cZ° ��zmD�OA�r^-alZ nG '� fig y t J 5 PLAN VIEW F - to@Om 9^�(npC0 on :1 '+. $O vr) Inzza - mA� o> 1 COMPLEX x o� =m m D D..m o m ELEVATION a la ISOMETRIC CORNERS \ 5 5 m mn M M y z y to N WIETMSSUES DRWGSSN CHKTSBD 0305/E2 6TH EDITION FLORIDA BUILDING CODE h •., E N G I N E E R I r o m s o = mz � : m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 20 1 7 �I." ` �//-� �+ W"-,o,- REV o REV 2014 FBC DGM TSB 06/10/15 '= 5 o-02 v 2 1 j a DO 2 UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: +may c zoz 7 I1 m OR HELP FB FB 7/2/19 DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVE, SUITE 106 �� -Z if) MASTER PLAN SHEET DEERFIELD BEACH FL 33442 m m�� Dp 1 I 0 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, / 0� O � 'k 0 .f] Q1 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT (954) 354-0660 866-396-9999 m� v O m- o F. p W'RRIENCONSENT OFENGINEERING EXPRESS.ALTERATIONS. 7 TEAM ENGIN EERINGEXPRESS.COM 0 [n ' 02.0 ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE / _ 1 ■'r W o PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM Florida Building Code Online 777'— R PF BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Product Approval r _Y USER:Public User .: :��. Product Approval Menu>Product or AoDlication Search>Aol)lication List>Application Detail FL# FL22363-R5 Application Type Revision �q 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 -1-, Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 FEB 2 6 2020 (800) 663-3667 sschreiber@masonite.com LfF. Lucie County, Permitting Authorized Signature Steve Schreiber 7 sschreiber@masonite.com d" Technical Representative Address/Phone/Email FILL u0py Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing 4 Certification Agency National Accreditation&Management Institute 2 Validated By National Accreditation&Management Institute § Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 s °rxV 011 ASTM E1996 2009 i kr ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By http://w%vw.floridabuilding.orgtpr/pi�_appjtl.aspx?parajn=wGEVXQwtDqs3M6in9`/`2fK8XPOv7Ro8yOHRga2pQyiOfQKBIk',inFiOV8Q%3d%3d[7/24/2019 3:26:40 PM] Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 01/25/2019 Date Validated 02/25/2019 Date Pending FBC Approval Date Approved 03/05/2019 S k 3g .._ .. ...�Y p Summerg of Products - .:, - "• .. _ _... . - - .._.__ .__. _ °_ - - -. . FL#, Model,Number or Name Description --� 22363.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S Single Door Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FI 22363 R5 C CAC NI013717 17-R2 1df E Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:. No 05/31/2021 Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0187.12df Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute 1 where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 3'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports system required in HVHZ,but not in the Wind Borne Debris FL22363 R5 AE 514010A.pddf Region. See DWG-MA-WL0187 for details. FL22363 R5 AE 514014A.pdf y Created by Independent Third Party: Yes ............—– --..__.. .—.....--- ---'-- . 4, 22363.2 Fiberglass Side-Hinged Door Unit 6-8"Opaque O/S Single Door i Limits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717.17-R2 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2021 Design Pressure: +60/-60 Installation Instructions f Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0187.pdf Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 3'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports system required in HVHZ,but not in the Wind Borne Debris FL22363 R5 AE 514010A.pdf y x orf , Region. See DWG-MA-WL0187 for details. FL22363 R5 AE 574014A pdf Created by Independent Third Party: Yes 22363.3 Fiberglass Side-Hinged Door Unit 6-8"Opaque I/S or O/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717 17-R2 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2021 � . Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0187.pddf Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports system required in HVHZ, but not in the Wind Borne Debris FL22363 R5 AE 514008A.12d Region. See DWG-MA-WL0187 for details. FL22363 R5 AE 514012A.12df „1 Created by Independent Third Party: Yes ,z 22363.4 Fiberglass Side-Hinged Door Unit 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o _�— Sidelites Limits of Use Certification Agency Certificate I u Approved for use in HVHZ:Yes FL22363 R5 G CAC NI013717.03-R2.1df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2021 Design Pressure: +40/-40 Installation Instructions N Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0189.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports 1 system required in HVHZ and the Wind Borne Debris Region. F 22363 R5 AF 514008A fL ! See DWG-MA-WL0189 for details. FL22363 R5 AE 514012A.pdf Created by Independent Third Party: Yes I 22363.5 Fiberglass Side-Hinged Door Unit 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/or w/o Sidelites •' Limits of Use Certification Agency Certificate bttp:Hwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6in9%2(K8XPOv7Ro8yOHRga2pQyiO QKBIkV.inFiOV8Q%3d%3d[7/24/2019 3:26:40 PM] Florida Building Code Online r' Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717 04-R2 Ddf tt u Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ' Impact Resistant: No 05/31/2021 Desi n Pressure: +50/-50 Installation Instructions g Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0193.Ddf .� Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute r where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports i system required in HVHZ and the Wind Borne Debris Region. FL22363 R5 AE 514008A.pddf See DWG-MA-WL0193 for details. FL22363 R5 AE 514012A.pddf Created by Independent Third Party: Yes 22363.6 Fiberglass Side-Hinged Door Unit 6'-8"Impact Glazed I/S or O/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22363 R5 C CAC NI013717.05-R3.pddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL 0195.Pdf Building Code,excluding the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute a where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports i' , system not required in the Wind Borne Debris Region. See FL22363 R5 AE 514008A4ff } DWG MA-WL0195 for details. j FL22363 R5 AE 514012A.12df l Created by Independent Third Party: Yes (. q % 22363.7 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S Single Door 1Limits of Use Certification Agency Certificate % ' ' Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717.18-RI.pddf .; 7 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant: No 05/31/2021 Design Pressure: +60/-65 Installation Instructions - Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0188.pdf Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 3'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports system required in HVHZ, but not in the Wind Borne Debris FL22363 R5 AE 514009A.12df Region. See DWG-MA-WL0188 for details. FL22363 R5 AE 514013A.pd Created by Independent Third Party: Yes ' 22363.8 Fiberglass Side-Hinged Door Unit 8'-0"Opaque O/S Single Door r 'p' Limits of Use Certification Agency Certificate ;] Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717.18-Rl.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I k Impact Resistant: No 05/31/2021 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0188.pdf Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 3'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports system required in HVHZ, but not in the Wind Borne Debris FL22363 R5 AE 514009A.pdf Region. See DWG-MA-WL0188 for details. FL22363 R5 AE 514013A.Dd s Created by Independent Third Party: Yes 4. 22363.9Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S or 0/S Single or Double Door w/or w/o i Sidelites f � Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes j FL22363 R5 C CAC NI013717.18-R1.12df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2021 z Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0188.pdf - Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports system required in HVHZ, but not in the Wind Borne Debris FL22363 R5 AE 514007A.pdf Region.See DWG-MA-WL0188 for details. FL22363 R5 AE 514011A.pdf Created by Independent Third Party: Yes .....--. _...._...._...---- . .n SpJ sws 22363.10 Fiberglass Side-Hinged Door Unit 8'-0"Glazed I/S or O/S Single or Double Door w/or w/o of Sidelites { Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717 08-RI.pdf http://ivww.foridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgs3M6in9%2fK8XPOv7Ro8yOHRga2pQyi01QKBIkVjnFjOV8Q%3d%id[7/24/2019 3:26:40 PM] Florida Building Code Online Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant. No 05/31/2021 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0190.[Zdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports system required in HVHZ and the Wind Borne Debris Region. FL22363 R5 AE 514007A.12_df See DWG-MA-WL0190 for details. FL22363 R5 AE 514011A.pddf Created by Independent Third Party: Yes 22363.11 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed I/S Single or Double Door w/or w/o� Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22363 R5 C CAC NI013717.09-R2.[L Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure: +40/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL2.2363 R5 II FL 0196.odf Building Code,excluding the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports system not required in the Wind Borne Debris Region. See FL22363 R5 AE 514007A.[�df DWG-MA-WL0196 for details. FL22363 R5 AE 514011A.12df Created by Independent Third Party: Yes j 22363.12 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed O/S Single or Double Door w/or w/o Sidelites { ' ` ��k� >2y Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22363 R5 C CAC NI013717.09-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 K � Design Pressure: +45/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL 0196.odf Building Code, excluding the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: I listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports j system not required in the Wind Borne Debris Region. See FL22363 R5AE 514007A.[�df DWG-MA-WL0196for details. F122363 R5 AE 514011APdf I Created by Independent Third Party: Yes "- 22363.13 HPC Fiberglass Side-Hinged Door Unit 8'-0"Glazed I/S or O/S Single or Double Door w/or w/o II Sidelites Limits of Use Certification Agency Certificate N Approved for use in HVHZ:Yes FL22363 RS C CACNIO13717,07-RI.pd 4 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2021 Design Pressure: +47/-47 Installation Instructions t 5 . Other: Evaluated for use in locations adhering to the Florida F1_22363 R5 II FL0192.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports Sys tem required in HVHZ and in the Wind Borne Debris Region. FL2.2363 R5 AE 514007A,_[L ! Door top rails stamped "HPC". See DWG-MA-WL0192 for FL22363 R5 AE 514011 A[Ldf ] R. details. Created by Independent Third Parry: Yes 22363.14HPC Fiberglass Side-Hinged Door Unit 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22363 R5 C CACNI013717 02-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:No 05/31/2021 N,> Design Pressure: +50/-50 Installation Instructions ! Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0191.]2_df k r€ Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports 'F _V a+` ..: system required in HVHZ and the Wind Borne Debris Region. FL22363 R5 AE 514008A.12df ." Door top rails stamped "HPC".See DWG-MA-WL0191 for FL22363 R5 AE 514012A.12df details. Created by Independent Third Party: Yes Iry F154 90A �x http://www.floridabuilding.org/pr/pr_app_dtLaspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRga2pQyi0tQKBIkVjnFjOV8Q%3d%3d[7/24/2019 3:26:40 PM] NOTICE OF PRODUCT CERTIFICATION -R2Com Company: Masonite International Corporation Certification No.: NI013717.17 c° �.�' h7 1955 Powis Road Certification Date: 05/12/2017 { Ct r West Chicago, IL 60185 Expiration Date: 05/31/2021 Revision Date: 05/02/2018 4 3y1 �t1 Product: Fiberglass Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites (w/Wood Frame or Worldwide Composite Frame°unless noted) '�rsiaP�a°d''Nr Specification: TAS 202-94/ASTM E330-02/ASTM E1886-05/ASTM E1996-09 Impact: Wind Zone 4-Missile Level D Non-Impact Glazing: Insulating Glass(Tempered) The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namieertification.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute(ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& Outswin O a ue Size Pressure Pressure Rated Comments X I/S Opaque 3'0"x 6'8" +60/-65 0.0 psf Yes NCTL-210-3835-1/W-1812 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail s-DWG-MA-FL0187-17 X O/S Opaque 3'0"x 6'8" +60/-60 3.75 psf 1/6.0 psf z Yes NCTL-210-3835-1/W-1 812/W-1813/W-1 843AV-1 860 Single 8.25 psf-/9.0 psf s Maximum Panel Size:3'0"x 6'8" 7.5 pSf6 Anchor Details-MA-FL0187-17 XX I/S Opaque 6'0"x 6'8" +50/-50 0 psf Yes ATLNC 0831.01-16/ATLNC 0901.02-16 Double Maximum Panel Size:3'0"x 6'8" XX O/S Opaque 6'0"x 6'8" +50/-50 3.75 psf'/6.0 psf z Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813/W-1843 Double 8.25 psf 1/8.25 psf 5 Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0187-17 UUM Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0187-17 XO/OX O/S Opaque Door 6'0"x 6'8" +50/-50 3.75 psf 1/6.0 psf 2 Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813/W-1843 Single w/Sidelite Glazed Sidelite 8.25 psf 1/9.0 psf 5 Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0187-17 OXO I/S Opaque Door 910"x 678" +50/-50 0 psf Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0187-17 OXO O/S Opaque Door 9'0"x 6'8" +50/-50 3.75 psf 1/6.0 psfz Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813/W-1843 8.25 psf'/9.0 psf s Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Single w/Sidelites Glazed Sidelite Sidelites-No Anchor Details-DWG-MA-FL0187-17 OXXO I/S Opaque Door 12'4"x 6'8" +50/-50 0 psf Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16 Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0187-17 OXXO O/S Opaque Door 12'4"x 6'8" +50/-50 3.75 psf 1/6.0 psfz Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813/W-1843 Double w/Sidelites Glazed Sidelite 8.25 psf 3/8.25 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0187-17 1-Denotes Bumper Outsrving Threshold 2-Denotes Z-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-w-1815 5-worldwide Pro T4 Threshold 6-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: �� p LO 1 @ 11 1'ASONITC. 149"MAX. OVEWW FRAME WIDTH - - 00 p� p O FIBERGLASS DOOR UNIT 21' MAX 36.375' MAX. U Q cD D.L.O.-( PANEL WIDTH-» 37.5" MAX. ¢ O 6'8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH ZO GENERAL N07ES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO - 7 ® ® THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Q DESIGN FOR BUILDINGS AND OTHER STRUCTURES, ( ( ti L U DOES NOTT EX ® ® Lu Z EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), h o Lf) HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), ¢ HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED PANELS. 00 olz w w ,"+ 4, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5, PLASTICS TESTING: i TEST DESCRIPTION DESIGNATION FACING LITE FRAME �n SELF IGNITION TEMP ASTM D1929 752'F 650 'F 842'F > 650 RATE OF BURNING 0.56 IN SMOKE DENSITY ASTM D635 IN 1.28 IN/MIN ASTM D2843 53.4% 70.2% TENSILE STRENGTH• I ASTM D638 3.27 DIFF 1.8% DIFF `�- 6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULTO SELF IGNITIONTEMP ASTM D7929 T779 'F > 650 'F IddlbinbEW6 0` RATE OF BURNING ASTM 0 635 0.0 IN MIN DOUBLE DOOR UNIT W!SIDELITES SMOKE DENSITY ASTM D2843 39.0% ' U) TENSILE STRENGTH- i ASTM D638 3.6% DIFF P.evD ?WI �v7 y • m COMPARATIVE TENSILE STRENGTH AFTER WEATHERING DZ�FY rt N 4500 HOURS XENON ARC METHOD 1 �I e s • ¢ ailL] � ion �00 Doi D 0 _j III on 11 L====J 11 Ll 71 W $j(JGLE DOOR JN Q DOUBLE DOOR UNIT SINGLE DOOR {j[, SINGLE DOOR UNIT SINGLE D70R UNIT W/SIDEUTES DOUBLE DOOR UNIT WISIDELI7ES NNS WITH SI_D.ELLITE v1 WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG I MAX WIDTH INSWING DUTSWING INSWIN BUMPER 0HIGH DAM 0 S +80.0 -65.0 - N A +25.0 -25.0 +40.0 -40.0 +50.0 -50.0 ;+60.0 -60.0 I+55.0 / -55.0 z. I 50.0 -50.0 +50.0 -50.0 N/A +25.0 -25.0 +40.0 -40.0 N,A I+50.D -50.0 1+50.0 -50.0 VA or D +50.0 -50.0 N A I +25.0 -25.0 +40.0 -40.0 N A +50.0 -50.0 +50,0 -50.0 imm 4126117 -50.0 -50.00X0 172,5 +50.0 . . +50.0 -50.0scams: N.T.S. OXXO 149 +50.0 -50.0 I+50.0 -50.0 N A +25.0 -25.0 +40.0 -40.0 I N A 750.0 -50.0 1+50.0 -50.01+"'g`' ewo BY.- SINS OF CONTENTS SHEET # DESCRIPTION CHK, Br: 7 TYPICAL ELEVATIONS & GENERAL NOTES KURT BALTHAZOR DRAwnlc NO-- 2 ANCHORING LOCATIONS & DETAILS FLORIDA E DWG-MA-FLO187-771 3 ANCHORING LOCATIONS & DETAILS SHEET 1 or 3 L0 00 6"— SEE DETAIL ^3" 3" 3" 3""E" 3" Q Q 3. I I I I 6. 6�. O 1 1 I 1 I I ~ � 6" 6"�I 6" I_ §i Q n '6" �Ell'." ---""III 0- U u7 NSDEE DETAIL_ — _ I W r a D SEE DETAIL o w SEE DETAIL w .C. A M O 8 D2 N I �J 04 M H �� o 6 _ a G {._ _ oma 6" _ fi" 6" I li II � tog v 90 3" 3" 3" " 6" L 13" 3" 3 -{ I--6' 3 a 6"— SEE DETAIL 6" #8 X 2" 01n} "F" 33m ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE i I "�STRUCTURE DEEP ENOUGH F #10 x 5/8 FOR A 1.375" THROW { #8 x 2" #10 x 1' DETAIL "E" ASTRAGAL #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL mo 0 #10 x I" STRIKE PLATE TO FRAME A&MMONA AS SHOWN. #10 x 5/8" a TAIL DETAIL "D" Im w 0,9fi2°I I A OR 1/r"w lm OLAss I-OR 1/2'IHWO T v OIAM 'N N (OPROUbEcoAAALI "smt EC�TM INWT 1.375� 437" nm L°uf2m= .O12P m+P. aASMHOT E+� -..—.0124•mm. oAsro°eR ro x 1-1/2'PRS /8%I'RIS RUM.TML,OR WAL SPACER FOAM.OR wcr&VA= m Q O INSWING THRESHOLD BUMPER 0/S THRESHOLD HE OZ THRESHOLD s nm IRlT R1fE UOT Ymy/ �.P1.� i/r muAsmummEI,,S,O,1ER DATE: 4/26 17 m u t 1 a�oa scALE: N.T.S. 1.482' I 1.75" 1.047" 1,437': TYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAIL M.BY. SIMS NON-IMPACT GJ Acc NON-IMPACT GLAU T T T CHK.BY: I I DRA WO NO.: —S RI S0/ THRESHOLD HIGH DAM 0/S THRESHOLD T4 OZS THRESHOLD MG-MA-FLOW-17 sHFPT_�L OF 3