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Home My WebLink AboutProduct Approval-Exterior Door Florida Building Code Online Page 1 of 3 • ev p i�� r.o a t Hwy +aPrg�" ■s■/ � ss- rosto t e utaa.• 4 YYYYf>s"' t k::-. $ .x.,_ss e-S •,.+.ss."...ow+o �. .� .aaAw F n.�R ��4'"� l'+'•:sal��i�p �.MA!a't ^'.!M1'Y`°L'..,. '4;R.krSvrai.&Ksnd ,.r.is SCIS Home Log In User Registration j Hot Topics Submit Surcharge Stats&Facts Publications Contact Us I SCIS Site Map I Links Search (1:EGd l }Product Approval RFC 1 USER:Public User $1V FD FE Product Approval Menu>Product or Application Search>Application List>Application Detail p ®'2 0 • rhltt�R2 FL# e Application Type • Revision „U ty5nt 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 0 • Product Manufacturer Masonite International Q. Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com 0 Authorized Signature Steve Schreiber B sschreiber@masonite.com 6�d 044'6" 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 Yearf Standard)St ndard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By • Product Approval Method Method 1 Option A Date Submitted 04/16/2018 Date Validated 04/18/2018 Date Pending FBC Approval Date Approved 04/24/2018 • https://floridabuilding.iorg/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtdytNblepz46QE0w0... 2/7/2019 � I Florida Building Code Online Page 2,of 3 " I Summary of Products FL# Model,Number or Name Description 22513.1 HPC Wood-edge Steel Side-Hinged 6'-8"Glazed I/S or 0/S Single or Double Door w/or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC N1013747.01-R1.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0212.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6-8"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system is FL22513 R2 AE 514008.pdf required.Door top rails stamped"HPC".See DWG-MA-FL0212 Created by Independent Third Party:Yes for details. 22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or 0/S Single Door Unit ' Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 8'-0"max nominal size.When impact Evaluation Reports resistance is required,hurricane protective system not FL22513 R2 AE 514009.pdf required.See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 22513.3 Wood-edge Steel 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 FL22513 R2 C CAC NI013747.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +45/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where,pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system not FL22513 R2 AE 514007.pdf required on opaque panels,but is required on glazed Created by Independent Third Party: Yes sidelites.See DWG-MA-FL0215 for details. 22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque 0/S Single or Double Door w/or w/o Sidelites Unit • Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +50/-45 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system not FL22513 R2 AE 514007.pdf required on opaque panels,but is required on glazed Created by Independent Third Party: Yes sidelites. See DWG-MA-FL0215 for details. 22513.5 Wood-edge Steel Side-Hinged Door 8'-0"3/4-Lite Glazed I/S or 0/S Single or Double Door w/or Unit w/o Sidelites Limits of'Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.06.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 Design Pressure: +40/-40 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0217.pdf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports • impact resistance is required,hurricane protective system is FL22513 R2 AE 514007.pdf required.See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes 22513.6 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or 0/S Single Door Unit https://floridabuilding.org/pr/pr app dtl.aspx?pararn—wGEVXQwtDqtdytNbIepz46QE0w0... 2/7/2019 Florida Building Code Online Page 3'of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747-R1.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FLO211.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed.3'-0"x 6'-8"max nominal size.When impact Evaluation Reports resistance is required,hurricane protective system not FL22513 R2 AE 514010.pdf required.See DWG-MA-FLO211 for details. Created by Independent Third Party: Yes 22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or 0/S Single or Double Door w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC N1013747-R1.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +55/-55 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.odf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system not FL22513 R2 AE 514008.pdf required on opaque panels, but is required on glazed Created by Independent Third Party:Yes sidelites.See DWG-MA-FLO211 for details. 22513.8 , Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or 0/S Single or Double Door w/or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.03-R1.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0214.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system is FL22513 R2 AE 514008.pdf required.See DWG-MA-FL0214 for details. 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.Coovrioht 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 mail.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 her ��PP�roduct Approval Accepts: Credit Card Safe Securi tyisi LTR ICS' https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QE0w0... 2/7/20 1 9 NOTICE OF PRODUCT CERTIFICATION . 4a :a 7. g'� -r~ ' ';1 Company: Masonite-International-Corporation- - - Certification-No.: _NI013747-R1 '�' , 1955 Powis Road Certification Date: 06/08/2017 West Chicago, IL 60185 Expiration Date: 06/30/2021 . '. x :31744t - ,„ Revision Date: 04/13/2018 *., , x ' Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites ` ~.' (w/Wood Frame unless noted) u. Specification: TAS 201/202/203-94 impact: Large Missile Impact Rated 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.Namicertitication.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 1/S Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13 Single Maximum Panel Size:3'0"x 6'S" Anchor Details-DWG-MA-FL-0211-17 X 0/S Opaque 3'0"x 6'S" +70/-70 3.0 psf' Yes ATL.NC 1001.01-13/W-1857 Single 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 psf Anchor Details-DWG-MA-F1.0211-17 XX 1/S Opaque 6'0"x 6'S" +55/-55 0 psf Yes NCTL210-2930-1 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL02I 1-17 XX 0/S Opaque 6'0"x 6'S" +55/-55 3.0 psf' Yes NCTL.2l0-2930-1 Double . 4.5 psi Maximum Panel Size:3'0"x 6'8" 7.50 psf' Anchor Details-DWG-MA-FL.0211-17 XO/OX 1/S Opaque Door 6'0"x 6'S" +55/-55 0 psf Door-Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'S" Anchor Details-DWG-MA-FL0211-17 XO/OX 0/S Opaque Door 6'0"x 6'S" +55/-55 3.0 psf' Door-Yes NC'I'i.210-2930-1 Single w/Sidelite Glazed Sidelite 4.5 psi Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FLO211-17 7.50 psf' OXO I/S Opaque Door 9'0"x 6'S" +55/-55 0 psf Door-Yes NCTL 210-2930-I Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'S"/Sidelite:3'0"x 6'4" Anchor Details-DWG-MA-FL.0211-17 OXO 0/S Opaque Door 9'0"x 6'S" +5.5/-55 3.0 psf' Door-Yes NCTL-210-2930-1 Single w/Sidelites ___—____Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'S"/Sidelite:3'0"x 6'8" 7.50 psf' Anchor Details-DWG-MA-FL0211-17 OXXO I/S Opaque Door 12'4"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1 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-FL021 1-17 OX XO 0/S Opaque Door 12'4"x 6'S" +55/-55 3.0 ps1' Door-Yes NCTL 210-2930-1 Double w/Sidelites Glazed Sidelite 4.5 psi Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50 psf' Anchor Details-DWG-MA-FLO2I 1-17 I-Denotes Bumper Outswing Threshold 2-Denotes%Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-Pro T4 Threshold 5-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: 42 1-0 IllMASONITC. 149'MAX, OVERALL FRAME WIDTH o °p 0 21" MAX r___36.375" MAX. Q C WOOD EDGE STEEL DOOR UNIT --D.L.O.- 37.5" MAX. _ Q 0 • PANEL WIDTH- I- 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES , w/asTRAGAL I I FRAME WIDTH 4 L�J • .GENERAL NOTES . , , , 0 , z 0 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO W CD Q THE FLORIDA BUILDING CODE AND WHERE PRESSURE p a U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ' DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ` ' -` ` , b In U 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON gym, N O (3)(- OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. CO- n !'(n 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION. N g d - EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), M 3 gg - HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE z • ! e 1 PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED w "> ., ' ON PANELS WITH NON-IMPACT GLASS. 'D e 'y+ 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 ^ ' "-' ' ` ' Ca AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: g TEST DESCRIPTION DESIGNATION LITE FRAME SELF IGNITION TEMP ASTM 01929 842 'F > 650 T °' J RATE OF BURNING ASTM D635 1.28 IN/MIN ----i"'--r a 112 g SMOKE DENSITY ASTM D2843 70.2% r-S TENSILE STRENGTH• ASTM D638 1.8% DIFF n _ c • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING - - b o 4500 HOURS XENON ARC METHOD I DOUBLE DOOR UNIT W/SIDELITES 0 a a 3tp I *! cn 0 ® ® 0 I- ® ® H-_ ® O ' I ® ISI DO DO •_. D 0 El .00 .0 - 7 0. o -J •o = • • DI • • • p • Li 0 :s1 0 0 0 0 7 ..... 0 Ei ; 0 0 i : _:-. m U LI El D El F CYx inw (71 ¢' a= SINGLE DOOR UNIT D.PLIBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT :TINGLE_DOOR UNIT W/SIDELITES P. ? Lt t•f .11 W a_ .S WITH SIDELITE WITH SIDELITE m �w _ co< WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0/S Z-SERIES 0/S HIGH DAM 0/S T4 0 S HP BUMP 0/S X 37.5"_ +70.0 -70.0 +70.0 -70.0 N A +20.0 / -20.0 +30.0 / -30.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 XX 74" +55.0 / -55.0 +55.0 -55.0 N/A +20.0 / -20.0 +30.0 / -30.0 +50.0 Z -50.0 N/A N/A <Z OX or XO 75" +55.0 / -55.0 +55.0 / -55.0 N/A +20.0 / -20.0 +30.0 / -30.0 +50.0 ` -50.0 N/A N/A OXO 1125 +55.0 -55.0 +55.0 -55.0 N/A +20.0J -20.0 +30.0 / -30.0 +50.0 / -50.0 N/A N/A OXXO 149" +55.0 / -55.0 +55.0 j -55.0 Na +20.0 / -20.0 +30.0 / -30.0 +50.0 / -50.0 N/A^___. N/A DATE 5/26/17 M.I0 N.T.S. er TABLE OF CONTENTSdarlimto!!� ` DM.BY: SWS CHK.BY: SHEET # DESCRIPTION Ce1b1'wtOBNO:.AISD01H'P Reviewed KURT BALTHAZOR DRAWING NO.: I 1._...-TYPICAL ELEVATIONS & GENERAL NOTES d®f FLORIDA P.E. I 2 ANCHORING LOCATIONS & DETAILS V 11 tL DWG-MA-FL0211-17 1 3 ANCHORING LOCATIONS & DETAILS X56533 SHEET 1 of 3 to a 6"- SEE DETAIL . -- 0 O0 O(0 _L 3"H 3" 3`E" r 3- -1 3" • 0. 1I — 73, — _f__ _L__ _I I-I �� Z cn p In 3"""t 1- u In 16 w Q U r. M 1-• Q • 0 d. P..- W in�..) U U 7 0 0 i. SEE DETAIL Cl) .--, - to D" _ SIR .' i PG SCEE DETAIL — — w a �'1;1 FL - -I SEE DETAIL (JA -- (D--.. 6.1 r ^ .. E. _. ...... lit .� . , , 9 I_6" s"—� I I IH _ W fir=. I I I I 3"0 1 fri'4 t I I �,_ .I I �I , 8 3" - - - I 6. I �.`6. p SEE DETAIL J #8 x 2" iy igi. F" MEM ASTRAGAL RETAINER BOLT HOLE u MUST BE DRILLED THROUGH v� #8 x 2" #10 x 5/8" THE THRESHOLD & INTO THEo STRUCTURE DEEP ENOUGH = #8 x 2" #10 x 5/8" iO FOR A 1.375" THROW w 1111.11191114111°— #10 ;�; �F #10 x i" VIM DETAIL "E" ASTRAGAL z DETAIL "F" ASTRAGAL �/ #10 x 2-1/2" 1 r1♦ ATTACH ASTRAGAL RETAINER BOLT o N IV #10 x 1" STRIKE PLATE TO FRAME •o #i0 x 5/8" AS SHOWN. Q O , QUA!L "C" DETAIL "D" --1- `_ -- --- ELASTOMER - c• __ 1.375• Till, • , 1.437^�_ ■ ISI�S'/#6 x t-1/2'PHS -- -- J T T T ! Trab INSWING THRESHOLD BUMPER 0/S THRESHOLD T4 0/S THRESHOLD "•'+ ` <z HOT MELT 1/2'BITE AddendimIDIOM ELASTOMER 1•:,.....': ,eitillcallon . 1 1 1 •:4. a IiBrreKvdEnr NSot�++fix WE: 5/26/17 _- D�R�4 SCALF 1.482"}0I y- 1.75" 11.047'• 1.437" MERIN .8M14B y 1 If N.T.S. T FT7r—] TYPICAL GLAZING DETAIL ova in: SWS T T NON—IMPACT GLASS CHK.B' DRAWING NO.; Z-SERIES 015 THRESHOLD HIGH DAM 0/S THRESHOLD HP 0/S THRESHOLD DWG-MA-H.0211-17 -- SHEET 2 OF 3 r 0 SEE DETAIL — —3" 6" — I— - -6" CO "E" SHT. 2 3"__ II. — 3" Q •— �I I I I I� I - I_ I I I W 0 •4 ' — I'-6" 6"--I 1 - �I I—6 6"—I I__ ^, , f ' I— P Q (1)O 1.us a Z cD Lr s, . M N - - W p Q Mn W V W a= I 0.SEE DETAIL — — a FW-. U II "D" SHT. 2 1 Z ilI l SEE DETAIL W il _J .t LLI "C" SHT. 2 0 w � I — w . 6"1 w Ply s? J ell . —1 r6.. 1 4,., , , .. L. , WV - 3 91 —/ T-- 3"-1 " 3 6; — 6"— — I—3"f as 3" " 3.. SEE DETAIL 6" lo oo "F" SHT. 2 6"— o 'v i HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH ANDm SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. J IJ CHMENT DETAIL 16,7"1- •-: 2. 4" X 4" FULL MORTISE BUTT HINGES. o 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, ° • 1 M — 1"X1 2 CORRUGATED #10X2" WOOD SCREW w SIGNED AND SEALED BY ROBERTO LOMAS, PE �: FROM (FLORIDA #62514) WITH THE LOWEST (LEAST) li. SHIM 3" AND 7P"A EACH END 6" ANDM 12"EACHCEND o CL—I I_ '�r FASTENER RATING FROM THE DIFFERENT FASTENERS i '' I f w BEING CONSIDERED FOR USE. JAMB, HEAD, AND Ac .IC o THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE cAlulxc 0 SCREWS #10 WOOD EW OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR TO coBf CL :R� LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". -- WOOD-SCREW-EDGE-DISTANCE-MIN 3/4". f `0 COMBINATION WOOD COMBINATION WOOD 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"+ P• •• "�•�� MULLION (BOXED) MULLION (BOXED) ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT Ni'" t _�� 0.25" �Iq1� (3) /J10X2-1 2" ¢d OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE II.� SHIM WOOD SCREWS Z w. EACH END MINIMUM EMBEDMENT OF 1-1/4". �4�, Addendum WNW acre 5/26/17 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO �`"� ['"11 Cemfiei8No ' - • SGLE:,.. Rerie"eue� iy r1.r.s.TRANSFER LOADS TO STRUCTURE. �''''° Ay. mvc.e• sWs4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. �K•c+ TYPICAL WOOD BUCK ANCHOR INSTALLATION c N0` DWG- INTEGRAL WOOD DWG-MA-FL0211-17 MULLION (CHS) SHEET 3 of 3 CIVISTA BANK 6I0Z/L/Z king fie e.t lois/satpmsoseuzysio•oised mmAi//:sdnq I _ • .0 sbe . • IJIIIoftd