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HomeMy WebLinkAboutProduct Approval 06/30/2015-2:39pm , gabdels V:\Projects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INS O Roof Tj"tiry Area 5 Ft - Roof Tribute Area(S Ft 1. TABES ARE INTENDED TO DEPrCf-THE WORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 '�45 50-,' eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRIFt�AI_-EONDTRONWOFANY�N- WN VARIABLE AS DESCRIBED BELOW. ^� USE OF CRITICAL CODlTIO EQUIRED FORT)SE ITH THESE TABLES. -46.4 -05.2 -44.4 -43.3 -0 9 -" r2 -41 9� -57.2 -55.0 -53.4 -52.1 -51.1 -50.3 -49.5 -48.9 -08.3 2.TABES VALID O LY��Oo�Rt �,g�`OF hf�A ROOF HEIGHT AS LIMITED ABOVE. 0-10ft v'. 0-1Ok 3.TABLES VALID F R`AItL,�F100F�r, EST&SLOP APPLICABLE REDUCTIONS FOR ROOF SLOPES +42.7 +41.6 +40.8 +40.2 +39.7 + 9.3 �s:2•x+38.6"`t38. r- +42.7 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 LESS THAN 10°SHA I:BE?PER .BY+AN E. INEER AS A SITE SPECIFIC CONDITION. -47.1 -46.0 -05.2 -44.6 -44.0 -4 6 X4.3:2_ 42.91 42.6 -58.2 -55.9 -54.3 -53.0 -52.0 -51.1 -50.4 -49.7 -49.1 4.IDENTIFY THE B TL II AVERAGE)I�,OF HEIGHT.IF THE MEAN ROOF HEIGHT lift ' -_1 3' +/ lift CANNOT BE IDENTIF ED- ElHE1PEAK,ROOF I T. +43.5 +42.3 +41.5 +40.9 +40.4 +9,9,;+39:5• {39.2 1:38,9" +43.5 +42.3 +41.5 +40.9 +40.4 +39.9 +39.5 +39.2 +38.9 j, �' -47.9 -46.7 -45.9 -45.2 -44.7 -44.­ -4 !y .2 -59.1 -56.8 -55.1 -53.8 -52.8 -51.9 -51.1 -50.5 -49.8 5. ALWAYS ROUND IZO -I, GHTS/TOS E7(7, E VALUE OR CONSERVATIVE ASSUMPTION. 12 ft ; I C 6. CALCULATE THE TRIBUFA�Y_R - F EDP DPt_NING IN QUESTION(HEIGHT"WIDTH)OR +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 M. + - 9.5 12 ft +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +39.8 +39.5 THE SPAN LENGTH(HEIGHT)MI�LiIELIEB-BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -48.5 -47.4 -46.5 -45.9 -45.3 -44.9 -44.5 -44.2 -43.9 -59.9 -57.6 -55.9 -54.6 -53.5 -52.6 -51.8 -51.2 -50.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 13 f[ +44.7 +43.6 +42.7 +42.1 +41.5 +ql.l +40.7 +40.4 +40.1 13 ft +44.7 +43.6 +42.7 +42.1 +41.5 +41.11+40.7 +40.4 +40.1 APREAINGS ONLY-THIS OF AN OPENING CANNODES AREAS T BE IDENTIFIED,EEN STRUCTURAL MULLS. IF THE THE MOST CST RITICAL(0 SQUARE TRIBUTARY -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 14 k +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 14 ft +45.3 +44,1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -49.8 -08.5 -47.7 -47.0 -46.5 -46.0 -45.6 -45.3 -45.0 -61.4 -59.0 -57.3 -56.0 -54.9 -53.9 -53.2 -52.5 -51.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 15 k +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -50.3 -49.1 -48.2 -47.6 -47.0 -46.5 -46.1 -45.8 -45.5 •62.1 -59.7 -57.9 -56.6 -55.5 -5 -53.0 -52.4 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 16 ft +46.4 +45.2 +44.3 +43.6 +43.1 +42.6 +42.2 +41.9 +41.5 16 ft +46.4 +45.2 +44.3 + 3: Y_ '`+42,6 22"-t4L:q 1+41.5 1 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 17 ft -50.9 -49.6 -48.7 -48.1 -47.5 -47.0 -46.6 -46.3 -45.9 17 ft -62.8 -60.3 -58.5 -5 .2 .L: Yi=-=54�3.�$�.6 -53.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +46.9 +45.6 +44.8 +44.1 +43.5 +43.1 +42.7 +42.3 +42.0 +46.9 +45.6 +44.8 + 4.1 43.f*+,42:7%,-W2.3 +42.0 GENERAL NOTES' -51.4 -50.1 -49.2 -48.5 -48.0 -47.5 -47.1 -46.7 -46.4 -63.4 -60.9 -59.1 -5 .8i" 6:6= 65Z�:;,r5b19- 4.1 -53.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 18 ft +47.3 +46.1 +45.2 +44.5 +44.0 +43.5 +43.1 +42.7 +42.4 18 ft +47.3 +46.1 +45.2 + q,5,_et[4[0•+43'.5'.*94371^,+,+4 7 +42.4 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -51.8 -50.6 -49.7 -49.0 -48.4 -48.0 -47.5 -47.2 -46.8 -64.0 -61.5 -59.7 -58.,`-7.1�. '--5 .4"1541 -54.0 CRITERIA AS OUTLINED HEREIN. 19 k 19 ft " THE WIND SPEED AND EXPOSU E SPECIFIED.2.DESIGN IS BASED OTHESE TABLES NOT FOR N THE 3 SECOND GUST(USE WITH ESWIND SENTIAL FACILITIES OR ASSEMBLY +47.8 +46.5 +45.6 +44.9 +44,4 +43.9 +43.5 +43.1 +42.8 +47.8 +46.5 +45.6 +44.9 +44.4 -+43.5 +43.1 +42.8 -52.3 -51.0 -50.1 -49.4 -48.9 -48.4 -48.0 -47.6 -47.3 -64.6 -62.0 -60.2 -58.8 -57.7 -56.7 -55.9 -55.1 -54.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 20 ft +48.2 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 20 ft +48.2 +47.0 +46.1 +45.4 +q4.8 +44.3 +43.9 +43.5 +43.2 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -53.2 -51.9 -51.0 -50.3 -49.7 -09.2 48.8 48.4 -08.1 -65.6 -63.1 -61.2 -59.8 -58.6 -57.7 -56.8 -56.1 -55.4 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABES ARE FOR 22 ft +49.0 +47.7 +46.8 +45.5 +45.0 +44.6 +44.2 +43.9 22 ft +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 WALLS AND VERTICAL SURFACES ONLY. -54.0 -52.7 -51. -51.0 -50.4 -49.9 -49.5 -49.1 -48.8 -66.6 -64.0 -62.2 -60.7 -59.5 -58.5 -57.7 -56.9 -56.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. 24 ft +49.8 +48.5 +47. +46.8 46.2 +45.7 +45.3 +44.9 +44.6 2q ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44,6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -54.8 -53.4 -52.5 - -51.1 -50.6 -50.2 =49$ -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 USE OF THESE TABLES AND CORRESPONQING WIND VELOCITY,EXPOSURE,AND OTHER t J 6 h COEFFICIENTS LISTED�IE-REIN SHALL-BE bICFATECLAND VERIFIED BY THE GOVERNING +50.5 +49.1 +48.2 +47.5 +46.9 +46:,Z_4-..9'•+45.5 +45'2' s +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 BUILDING DEPARTM f�I-AND_pERMLT.HOLDER NO-W,RRANTY FOR APPLICABILITY OF TABLE -55.5 -54.1 -53.2 -52.4 -51.8 -5 3 0.9_'• "Sp l',/" -68.5 -65.8 -63.9 -62.4 -61.2 -60.1 -59.2 -58.5 -57.8 VALUE USE IS OFFERD � 28 ft 1 T��1'`+gS8i 28 ft +51.1 +49.8 +48.8 +48.1 +47.5 +47.0 +46.5 +46.1 +45.8 S.THIS SPECIFICA )O I YVOT=INTENQED.TO/q MED PRODUCT APPROVED +51.1 +49.8 +48.8 +48.1 +47.5 +4711-+ t CERTIFICATION. REFER'- .AISLI(-sEPARATELY�SV MITTED TEST CRITERIA AND OTHER 30 f[ -56.1 -54.8 -53.8 -53.0 -52.4 -5 .9�` 1.5_ 1!1 -570,7- 30 ft -69.3 -66.6 -64.6 -63.1 -61.9 -60.9 -60.0 -59.2 -58.5 APPROVALS FOR DE tG BCINST,FCATION INF MATION AND APPLICABILITY OF THESE TABLE +51.7 +50.4 +49.4 +48.7 +48.1 + `7.,5 X751.+46;7. 196:3'- VALUES WHICH IST BVERIFII-(284 OTHERS�I CCORDANCE WITH GOVERNING CODES. +51.7 +50.4 +49.4 +48.7 +q8.1 +47.5 +47.1 +46.7 +46.3 I' TEM ORDINANCES. 6.ADHERE TO ALL CYO:I.40Ci PROTECQ N<$1' -57.1 -55.7 -54.7 -53.9 -53.3 -52:8---32:3?- ` =5 .1 S, -70.4 -67.7 -65.7 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 7.NO CERTIFICATIOIG'IS:OFF,ERED-F R`TF}E IN=OF THE HOST STRUCTURE. l 8.EXCEPT AS EXPRESSLY''P�ROIQDE�H IN,NO ADDITIONAL CERTIFICATIONS OR 33 ft +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47. •�.5= 7.1 33 ft +52.6 +51.2 +50.2 +49.5 +46.9 +q8.3 +47.9 +47.5 +47.1 36 f[ -57.9 -56.5 -55.5 -54.8 -54.1 -53.6 -53.1 -52.7 -52.4 36 ft '71.5 -68.7 -66.7 -65.2 -63.9 -62.8 -61.9 -61.1 -60.3 AFFIRMATIONS ARE INTENDED. PEAK ROOF +53.4 +52.0 +51.0 +50.2 +49,6 +49.1 +48.6 +48.2 +47.8 +53.4 +52.0 +51.0 +50.2 +49,6 +49.1 +48.6 +48.2 +47.8 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, HEIGHT -59.0 -57.6 -56.6 -55.8 -55.1 -54.6 -54.1 -53.7 -53.3 -72.8 -70.0 -67.9 -66.4 •65.1 -64.0 -63.0 -62.2 -61.5 WHICHEVER IS SMALLER,BUT NOT ESS THAN 4%OF LEAST HORIZONTAL 40 k +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -60.2 -58.8 -57.7 -56.9 -56.3 -55.7 -55.2 -54.8 -54.4 -74.3 -71.4 -69.3 -67.7 -66.4 -65.3 -64.3 -63.5 -62.7 EAVE HEIGHT 45 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 45 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 ROOF -61.3 -59.9 -58.8 -58.0 -57.3 -56.7 -56.3 -55.8 -55.4 -75.7 -72.7 -70.6 -69.0 -67.6 -66.5 -65.5 -64.7 -63.9 HEIGHT 50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51,0 +50.6 50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 5 6 -65.7 -65.06 -66 8 -67 1 -68 8 -70 0 -71 0 -74 -62.4 -60.9 -59.8 -58.9 -58,3 -57.7 -57.2 -56.8 -56.4 . . . . . . . ss ft ss ft -775 4 5 +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 aO O -63.3 -61.8 -60.7 -59.5 -59.2 -58.6 -SS.1 -57.6 -57.2 -78.2 -75.1 -72.9 -71.2 -69.8 -68.7 -67.6 -66.8 -66.0 ELEVATION 60h +58.4 +56.8 +55.7 +54.9 +54.21+53.61+53.11+52.71+52.31 60ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 WALL ZONE FIGURES h.� ISO RIC O REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING a D -v D O INfTISSUE GSS TSB 03/05/12 O O m� m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 \7 01/)1 0 A ' L 1'T J EXPRESS° _ cz °' REV 2014 FBC DGM TSB 06/10/15ZE i°n' ASCE 7-10 CHAPTER 30 C00.FOMTEOFFICE: z lom DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 z y MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 o v D I THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 A 0 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7- 10 CERT OF ALITH N9885 m� �p AD WRITTEN S,OR OTHER ENGINEERING EXPRESS.ALTERATIONS, ASCE U1 jr-n ADOmONCONSENT OF MARENGIONGSTO THISDOS.ALTS ATI NS. E:HELLO@ENG[NEERINGEXPRESS.COM z°z o PERLnnEDAND INVALIDATE OUR cERnFtcnnoN ENGINEERINGEXPRESS.COM ` Flo(ida BuildiniCode Online a 6 N y s _ p Florida Dprtmentq BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats&Facts i Publications FBC Staff ; BCIS Site Map I Links 1 search Busines Professit(.D l O'USER:Produb Approvaf Public User Regulation product Aooroval Menu>Prod,ct or Aooli tion Search>Aoolication List>Application Detail FL# FL8228-R7 Application Type Affirmation Code Version 2014 Application Status Approved xx� # � Comments Archived El Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com _* Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email r= � Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 3 S4, Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute a-° k . Validated By National Accreditation&Management Institute, rte. Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ' ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By ❑� I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s)are in compliance with the new Florida Building Code. 3 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDquftCwaMPtp3TglBvStmXEZD15%2f[JbSu5ng%3d[7/28/2015 3:30:47 PM] Florida Building Code Online Documentation from approved Evaluation or Validation Entity YesNo ON/A q Product Approval Method Method 1 Option A �, Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 a. _ _n FL# Model,Number or Name Description 8228.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ:Yes FL8228 R7 C CAC NIO06900.O1.Rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +85.0/-85.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0160Dx.pdf j Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation &Management Institute � where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: " not exceed the design pressures listed. 3'-0"x 6'-8" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 504A.12df but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes r: MA-FL0160-07 for additional information. fsf 8228.2 Fiberglass"Side-Hinged Door Unit 8'-0"Opaque I/S and O/S Single Door . Limits of Use Certification Agency Certificate t Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.Rdf ran � Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 n Design Pressure: +70.0/-70.0 Installation Instructions y, Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0161Dx.pdf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7,does Created by Independent Third Party,: not exceed the design pressures listed. 3'-0"x 8'-0" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ, , FL8228 R7 AE 503A.12ddf but not required in the Wind Borne'Debris Region. See DWG- Created by Independent Third Party: Yes " MA-FL0161-07 for additional information. W , } 8228.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Inswing Single or Double Door w/or w/o Sidelites F Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.01.1d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date � { b Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions yg F , Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0160Dx.2tdf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute I where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: x not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 502A.pdf but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes MA-FL0160-07 for additional information. 8228.4 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Outswing Single or Double Door w/or,w/o '�, U� efi Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL822.8 R7 C CAC NI006900.01.2df 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 FL8228 R7 II FL0160Dx.2df Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7,does Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 6'-8"max Evaluation Reports E nominal,size. Hurricane protective system required in HVHZ, FL8228 R7 AE 502A.pdf but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes MA-FL0160-07 for additional information. http://www.floridabuilding.org/pr/pr_app_dti.aspx?paratnwGEVXQwtDquftCwaMPtp3TglBvShnXEZD15%2flJbSuSng%3d[7/28/2015 3:30:47 PM] Floiida Building Code Online . ,; 8228.5 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.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 FL8228 R7 II FL0161Dx.pdf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7,does Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 501A.pdf d - but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes MA-FLO161-07 for additional information. 8228.6 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Outswing Single or Double Door w/or w/o Sidelites � Limits of Use , Certification Agency Certificate Approved foe use in HVHZ:Yes ' FL8228 R7 C CAC NI006900.02.pdf ` Approved for use outside HVHZe Yes _ Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 a ;.. sign Pressure: +55.0/-50.5 Installation Instructions, ` Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0161Dx.pdf x. Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7 does Created by Independent Third Party: , m not exceed the design pressures listed. 12'-0"x 8'-0".max Evaluation Reports' nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE S01A,ndf -= but not required in the Wind Borne Debris Region.See DWG- Created by Independent Third Party: Yes - 8228.7 i Fiberglass Side-Hinged Door Unit 6-8"Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.03,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +52.0/-52.0 Installation Instructions E Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0162Dx.pdf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute s where pressure requirements as determined by ASCE 7,does Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 6-8" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ F1_8228 R7 AE 502A.12df M and the Wind Borne Debris Region. See DWG-MA-FLO162-07 Created by Independent Third Party: Yes for additional information. Sidelites Limits of Use, Certification Agency Certificate . Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.03.Rdf Approved for use outside HVHZ:.Yes Quality Assurance Contract Expiration Date _ Impact Resistant: No 12/31/2020 Design Pressure:+55.0/-55.0 Installation Instructions Other: Evaluated for use.in locations adhering to the Florida FL8228 R7 II FL0162Dx.pdf Building Code Iincludin the High Veloci Hurricane-Zone, and Verified B National Accreditation&Management 9 9 9 tY Y� g Institute where pressure requirements as determined by ASCE 7,does Created by Independent Third Party: n" not exceed the design'pressures listed. 12'-0"x 6'-8" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ FL8228 R7 AE 502A.pdf and the Wind Borne Debris Region. See DWG-MA-FL0162-07 Created by Independent Third.Party:Yes _ for additional information. _ - - F o 8228.9 Fiberglass Side-Hinged Door Unit 8'-0"Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0163Dx.pdf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute ` where pressure requirements as determined by ASCE 7,does Created by Independent Third Party: a not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports ° nominal size. Hurricane protective system required in HVHZ FL8228 R7 AE 501A.pdf and the Wind Borne Debris Region. See DWG-MA-FLO163-07 Created by Independent Third Party: Yes for additional information. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDqufCwaMPtp3TglBvStmXEZD15%2fUbSu5ng%3d[7/28/2015 3:30:47 PM] Floiida Building Code Online 8228.10 I Fiberglass Side-Hinged Door Unit 8'-0"Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.04.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +43.0/-47.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0163Dx.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7,does Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ FL8228 R7 AE 501A.12df and the Wind Borne Debris Region. See DWG-MA-FLO163-07 Created by Independent Third Party: Yes for additional information. 8228.11 Fiberglass Side-Hinged Door Unit 6-8" Impact Glazed Inswing Single or Double Door w/or w/o j Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.05.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +52.0/-52.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0162Dx.pdf Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation &Management Institute !!d and where pressure requirements as determined by ASCE 7 Created by Independent Third Party: do not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports nominal size. See DWG-MA-FLO162-07 for additional FL8228 R7 AE 502A.odf information. Created by Independent Third Party: Yes 8228.12 Fiberglass Side-Hinged Door Unit 6'-8"Impact Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.05.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FLO162Dx pdfdf Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7 Created by Independent Third Party: do not exceed the design pressures listed. 12'-0"x 6-8" max Evaluation Reports nominal size. See DWG-MA-FLO162-07 for additional FL8228 R7 AE 502A.pdf information. Created by Independent Third Party: Yes 8228.13 j Fiberglass Side-Hinged Door Unit 8'-0" Impact Glazed Inswing Single or Double Door w/or w/o I j Sidelites j Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.06.pdf i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0163Dx.pdf Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7 Created by Independent Third Party: do not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports nominal size. See DWG-MA-FLO163-07 for additional FL8228 R7 AE 501A.pddf information. Created by Independent Third Party: Yes 8228.14 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.06,pddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +43.0/-47.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FLO163Dx.pdf Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7 Created by Independent Third Party: do not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports nominal size. See DWG-MA-FLO163-07 for additional FL8228 R7 AE 501A.pddf information. Created by Independent Third Party: Yes http://www.floridabtiilding.org/pr/pr_app_dtl.aspa?param==%vGEVXQwtDquflCwaMPtp3Tq 1 BvStmXEZD15%2fUbSiung%3d[7/28/2015 3:30:47 PM] Florida Building Code Online - Contact Us::1440 North Monroe Street.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 mail 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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here_ Product Approval Accepts: 5t'CUt`IC ht Y:Y'62YC3' t http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDquftCwaMPtp3TgIBvStmXEZD15%2flJbSu5ng%3d[7/28/2015 3:30:47 PM] NOTICE OF PRODUCT CERTIFICATION E6T7F� Company: Masonite International Corporation Certification No.: NI006900.03 h° V 1955 Powis Road Certification Date: 01/14/2007 x West Chicago,IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 ar P . Product: Fiberglass Glazed Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites (w/Wood Frame unless noted) Specification: TAS 202/ASTM E330 The"Notice of Product Certification"is only valid if the NAM[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 Listin at www.Namicertification.com. NAMI's Certification Program 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& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Glazed 3'0"x 6'8" +52/-52 2.86 psf No NCTL-210-3108-1/CTLA-805W-2 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 X O/S Glazed 3'0"x 6'8" +55/-55 6.00 psf No NCTL-210-3108-1/CTLA-805W-2 Single 8.25 psf* Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 XX I/S Glazed 6'0"x 6'8" +52/-52 2.86 psf No NCTL-210-3108-1/CTLA-805W-2 Double Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 XX O/S Glazed 6'0"x 6'8" +55/-55 6.00 psf No NCTL-210-3108-I/CTLA-805W-2 Maximum Panel Size:3'0"x 6'8" Double 8.25 psf* XO/OX I/S Glazed Door 610"x 6'8" +52/-52 2.86 psf Door-No NCTL-21 -3108-1 CTLA-805W-2 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-No Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 OXO I/S Glazed Door 990"x 6'8" +52/-52 2.86 psf Door-No NCTL-210-3108-1/CTLA-805W-2 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 OXO O/S Glazed Door 910"x 698" +55/-55 6.00 psf Door-No NCTL-210-3108-1/CTLA-805W-2 Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 OXXO I/S Glazed Doors 12'6"x 6'8" +52/-52 2.86 psf Doors-No NCTL-210-3108-1/CTLA-805W-2 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 OXXO O/S Glazed Doors 12'6"x 6'8" +55/-55 6.00 psf Doors-No NCTL-210-3108-1/CTLA-805W-2 Double w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0162-07 *Denotes High Dam Threshold Design National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: Ln 149"W. OVERALL FRAME WIDTH cc - SIDE-HINGED FIBERGLASS DOOR UNIT o 2]" MAX 36.315" MAX. C-) Q c0 PANEL WIDTH 37.5" MAX. ¢ O 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITESr FRAME WIDTH z C�'J V//ASTRAGAL I O ¢ �O GENERAL N07S �(D 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE Fw- 0-U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z DES GN Uj � N LOADS FOR BUILDINGS AND OTHER STRUCTURES, Z DOES NOT EXCEED THE DESIGN PRESSURES LISTED. U 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), ^ Z Lo HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, X co LLI EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH7_), p S HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS = v O = WITH NON-IMPACT GLASS. ® W 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E04. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 x AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. s 5. PLASTICS TESTING OF FIBERGLASS FACING: g o 'o TEST DESCRIPTION DESIGNATION RESULT a c5 }¢z SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F m s RATE OF BURNING ASTM 2635 0.56 IN MIN o e w Gl SMOKE DENSITY ASTM D2843 53.4% o TENSILE STRENGTH- I ASTM D638 3.2% DIFF 0 6. PLASTICS TESTING OF LITE FRAME MATERIAL: 0 w TEST DESCRIPTION DESIGNATIONRESULT DOUBLE DOOR UNIT W/SIDELITES a a SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F ��y��,� RATE OF BURNING ASTM )635 0.77 IN MIN Addend 91110NAMI 3 3 3 V m SMOKE DENSITY ASTM 02843 73.4% ('elft on NO,; N(66&9co-/(.i N NN TENSILE STRENGTH- ASTM D638 -7.50% DIFF " COMPARATIVE TENSILE STRENGTH AFTER WEATHERING F�lewed� Z 1-(n Data Aeview : 9/ o z 4500 HOURS XENON ARC METHOD i � Z? 7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13. U to rLJwOfo I g o L) N C)D_V)0 z � w o>> Q Ln U CD a w `Li(n tL � e e e e e s � e O o O w L-1 I E r N N m rn ^d ID SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELI7E 0 v 07¢Z WHERE WATER INFILTRATION PERFORMANCE IS DAiE: 1�5�07 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE // SHEET /( DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWINC I OUISWING- 1/.r (3�'-�/ SCALE: N.T.S. X 37.5 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 r+� DWG.BY: SWS I TYPICAL ELEVATIONS & GENERAL NOTES 55.0 -55.0 +19.0 -19.0 +40.0 -40.0 1,55.0 -55.0 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +52.0 -52.0 55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 CNK.BY: 3 ANCHORING LOCATIONS & DETAILS 55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 KURT 9AL7HAZOR DRAWING no.: OXXO 149 +52.0 -52.0 +55.0 -55.0 +19.0 -79.0 140.0 -40.0 i-55.0 -55.0 FLORIDA P.E. (/56533 DWG-MA-FLC762-07 High Dom Threshold Design SHEET ] OF 3 EL Do cc 0 6' — — SEE DETAIL —3' -'- —6" J � 3" E., — 3" O O J { 3 3 I—.3 { { 2C • I i I I i I`6,. 6„_I — 6„ O U n 3" n _ N Ln U — o w — — ^M Z Ln 1— a SEE DETAIL II ^cf) J J III JQ j SEE DETAIL o aSEE DETAIL B o A A 6 0 zui 0G- 6" 6 ` 6' 3.' I O J 3„ 8s2 m ,r U 0 3„—I 3 _ 3„ 3„ 3„ f 6" o < I � a 6" a a SFE DETAIL {ddeTOMtoWIMI N 3:N m ceffimliDR No.: N(b e vy-TL r Z F N Rehexed By. 7' o C5 Z #8 x 2-1/2" paeRryi6w.: /z�lr, a w� U J ® EVI LLi3: ASTRAGAL RETAINER BOLT HOLE goa� cn • MUST BE DRILLED THROUGH Uo-Co 0 #10 x 2" THE THRESHOLD & INTO THE ��wQ #8 x 2-112" STRUCTURE DEEP ENOUGH w Z a DETAIL "E" ASTRAGAL #10 x 5/8" FORA 1.375" THROW o�=� #8 x 2-7/2" #10 x 3/4'" ATTACH ASTRAGAL RETAINER BOLT " STRIKE PLATE TO FRAME DETAIL F'" ASTRAGAL o 0 #10 x 5/8" #10 x 3/4" AS SHOWN. N a m 0 �[ 0.124"ANNEALED DECORATIVE INSERT 7f 10 x 2" 0.090"SAFLEX IIIG (OPTIONAL) DOW 832 FRAME / DOOR 0.124•ANNEALED .0124•TEMP. �6 X I-1/2"PHS DETAIL "D'" DETAIL "C'" TYPICAL OA7E: 115107DOW 832 `�•al�':' DOW 832 ,^A�`• 0.962"1 '..A:` scALE: N.T.S. 1.75' 1 1.047" ;tea a.; DOW 632 �.,Ar=• DWG.BY: SN1S 1.375` ACJ ,.:• { T EXTERIOR I R EXTERIOR INTERIOR CHX.BY: TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL ORAWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS NON—IMPACT GLASS DWG-MA-FLO162-07 SHEET 2 OF 3 SEE DETAIL3 6 IL m „E" SHT. 2 I- 3" _ —_II 3, r O 3.,— 6••_ I { 311—I U pO �6„ O�I I — O _ 6 Q cn O CL LLI O Q o a o Q U a SEE DETAIL _ _ d U n .,D" SHT. 2 I �^ Z Ln J J O V) < ® < Q Lij SEE DETAIL _ o "C" SHT. 2 — B w A D_ u O ME I I _ 6•' I � �W o I I II II II II I `�om 3" 3,. m m 3' 3"6 6 - - 3" SEE DETAIL 6" — 6" " "F' SHT. 2 6••— a a a ATTACHMENT DETAIL n u} } 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, N m SIGNED AND SEALED BY LUIS R. LOMAS, PE zLo (FLORIDA #62514) WITH THE LOWEST (LEAST) g z FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE «ao #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL a u c z SHIM MUST BE PLACED IN SHIM MPA( EACH ANCHOR Z)WV) o LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE SCHEDULE ��Z a w 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. o o w CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. a a° o AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD rn SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"— 1.25" o <� ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT ON _02g" MIN ( o �. _0.25" Z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM SHIM AderdntoMMI DATE: 1/5/07 MINIMUM EMBEDMENT OF 1-1/4". CL,I I_ CL—� I— CtbalbilND.: lJloc•4Gofj-iLI SCALE: N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ^ Re �u' DWG.BY: SWS TRANSFER LOADS TO STRUCTURE. Dale Aevew / I i CHK.6Y: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DRAWING NO.: TYPICAL WOOD BUCK TYPICAL MASONRY 0wc-MA-FLO162-07 ANCHOR INSTALLATION ANCHOR INSTALLATION 6HEET 3 OF .3 Luis R. Lomas P.E. 14,32 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 502A 336-945-9695 Date: 12/29/09 Product. Double Door with sidelites 12'x6'8" 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. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07 DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07 Anchors to be Qualified: 1. #10 Wood screw,for installation in wood frame substrates. 2. 3/16"ITW Tapcon,for masonry installation Anchor capacity in shear condition: Fastener type:#10 wood screw (NDS 2005,11.3) Side member: Douglas Fir-Larch Main member: Spruce-Pine-Fir Side member thickness: t,= 1.000 in Main member thickness: %= 1.500 in Side member dowel bearing strength: Fu= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi Duration Factor: Co= 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor Mode IV Fastener type:3/16"ITW Tapcon N.O.A.07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z= 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z= 197 lbs Actual edge distance: 2.50 in Design value per interpolation: Z= 189 lbs Allowable Design Value: Z'= 189 lbs/anchor Minimum anchor capacity: 171 lbs/anchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations,minimum required anchors Double. Pressure against stops with bump threshold: 36.38 36.38 Design pressure: 60.0 psf Max. Anchor Al � Area Load Ind. Zone 2 O.C. Cap. Load Result 79.25 (ft) (lbs) (in) Qty (in) (lbs) (lbs) Al 2.3 138 N/A N/A 171 1 138 OK A2 7.7 463 6.00 21.00 1 171 5 93 OK 72.75 ` A3 7.7 463 N/A N/A 171 3 154 OK Ek *• 0 51 •* • f hyo' a TATE OF IQ F, •1UR10�Gf�' �� NAL ��jl,ll(itll\\ Luis R.Lomas P.E. FL No.:62514 1 of4 1/7/2010 Luis R. Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 502A 336-945-9695 Date: 12/29/09 Double. Pressure away from stops: 36.38 36.38 T Design pressure: 60.0 psf i Area Load Ind. Max. Anchor A1- Al Zonez O.C. Cap. Load Result 79.25 (ft) (lbs) (in) (in) (lbs) Qty (lbs) - Al 10.0 601 6.00 21.00 171 5 120 OK AZ 10.0 601 N/A N/A 171 4 150 OK 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf -t Area Load Ind. Max. Anchor Al / Al Zone O.C. Ca Load Result �Y Y_ (ft') (lbs) (in) (in) (lbs) QtY (lbs) 79.25 A, 2.3 138 N/A N/A 171 1 138 OK A2 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 1 463 1 N/A N/A 171 3 154 OK 72.75 A4 1 10.0 601 N/A N/A 171 1 4 1 150 OK Double with sidelites. Pressure against stops with bump threshold: Design pressure: 60.0 psf 37.50 36.38 36.38 37.50 Max. Anchor Area Load Ind. (ft) (lbs) (in) Zone z O.C. Cap. Load Result Y Y Y Al A4 I A4 \Al /� (in) (lbs) QtyLoad Al 2.4 146 N/A N/A 171 1 146 OK f \ J � 79.25 AZ 7.9 473 6.00 21.00 171 5 95 OK Al A4 A4 i Al A3 1 7.8 468 N/A N/A 1 171 3 156 OK f A4 2.3 138 N/A N/A 171 1 138 OK 147.75 A5 7.7 463 N/A N/A 171 3 154 OK Double with sidelites. Pressure away from stops: Design pressure: 60.0 psf 37.50 36.38 36.38 37.50 Max. Anchor Area Load Ind. Zone z O.C. Cap. Load Result Al �/ (ft) (lbs) (in) (in) (lbs) QtyLoad A2Y 1 4 1 J A2 79.25 Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK Al Al A3 1 8.9537 N/A N/A 171 4 134 OK A4 10.0 601 N/A N/A 1 171 4 150 OK 147.75 Double with sidelites. Pressure against stops with saddle threshold: Design pressure: 60.0 psf 37.50 36.38 36.38 37.50 Max. Anchor Area Load Ind. Zone (ft)Z (lbs) (iO.C. Cap. Load Result n) Qty Al Y 6 Y Y,� Al 2.4 146 N/A (in) (lbs) (lbs) N/A 171 1 146 OK 79.25 AZ 7.9 473 6.00 21.00 171 5 95 OK Al Al A3 1 7.8 1 468 N/A N/A 171 1 3 156 OK A4 8.9 537 N/A N/A 171 4 134 OK 147.75 A5 2.3 138 N/A N/A 171 1 138 OK A6 7.7 463 N/A N/A 171 3 154 OK A, 10.0 601 N/A N/A 171 4 150 OK EA S�•a s. *40 51 -*= TATE dl= tV` Luis R.Lomas P.E. co ���'s'�., �DRIOP.`►�� FLNo.:62514 2 of 4 1/7/2010 e Luis R. Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 502A 336-945-9695 Date: 12/29/09 Anchor Locations: Double door with sidelites 16 16 0 r w 1 T T 1 m m T + 1 m M T m m TT T_ a d p 0 o m n n 1 n d 1 � I 0 0 <o N r Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. ���� 5 R• 0 E N ,.g.. TAT OF ��lllltil��� Luis R.Lomas P.E. FL No.:62514 3 of 4 1/7/2010 Luis R. Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 502A 336-945-9695 Date: 12/29/09 Anchor Locations: Double door 36.38 — 36.38 — 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP.—� + 1 6.00 13.45 MAX.O.C. 1 79.25 I 1 6.00 1 1 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. *• 0 51 .*= TATE 0'F •��. s0©NAL,-0 ����. Luis R.Lomas P.E. FL No.:62514 4 of 4 1/7/2010