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c
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<br />r
<br />FL #
<br />FL16468-R12
<br />Application Type
<br />Revision
<br />Code Version
<br />2017
<br />Application Status
<br />Pending FBC Approval
<br />Comments
<br />Archived
<br />I""
<br />Product Manufacturer
<br />JELD-WEN
<br />Addes✓'/Phone/Erna1
<br />3737 Lakeport Blvd
<br />Klamath Falls, OR 97601
<br />(800) 535-3936
<br />fbcl @jeld-wen.com
<br />Authorized Signature
<br />Jason Kantola
<br />fbcl@Ield-weri.com
<br />Technical Representative
<br />JELD-WEN Corporate Customer Service
<br />Add es:.lPFlone/Email
<br />3737 Lakeport Blvd.
<br />Klamath Falls, OR 97601
<br />(80C) 535-3936
<br />custom erserviceagents@jeld-wen, corn
<br />Quality AssLrance Representative
<br />Addess/Phone/Email
<br />Category
<br />Exterior DOORS
<br />Subcategory
<br />Swinging Exterior Door Assemblies
<br />Compliance Method
<br />Evaluatlon Report from a Florida Registered Architect or a Licensed
<br />Florlda Professional Engineer
<br />( Evaluation Report - Ha'dc po opy Received
<br />Florida Engineer or Architect Name who
<br />Hermes F. Norero, P.E.
<br />developed the Evaluation Report
<br />Florida License
<br />PE-73778
<br />Quality Assurance Entity
<br />National Accreditation and Management Institute
<br />Quality Assurance Contract Expiration Date
<br />12/31/2018
<br />Validated By
<br />Locke Bowden
<br />14-1
<br />Validation Checklist- Hardr-opy Received
<br />Certificate of Independence
<br />FL1646'B P-12 COi COI 1W SS 2015-04-77.Ixif
<br />Referenced Standard and Year (of Standard)
<br />Standard Year
<br />TAS 202 1994
<br />Equivalence of Product Standards
<br />Certified By
<br />Florida Licensed Professional Engineer or Architect
<br />FLlu41_i13 R12 -q L.gSTlv1_I;_84Egaid,�liencyLt�tha__',` 017.-Q8--
<br />31.OdF
<br />Sections from the Code
<br />Product Approval Method
<br />Method 1 Option D
<br />Date Submitted
<br />1 O/02/2017
<br />Date Validated
<br />12/22/2017
<br />Date Pending F8C Approval
<br />12/22/2017
<br />41/2" TYR. 4 1/22'. TTYYR
<br />`
<br />11/2° OFFS Np,
<br />w
<br />z
<br />Oj
<br />TYP. ANCHOR LAYOUT
<br />i ^ DNA) D-INEPD-rf7Ni..
<br />1114' MI N. EMBED TP.
<br />SEE TABLE
<br />U
<br />o FH 0C.
<br />z z
<br />w dN:
<br />0o M
<br />`-2X WOOD BUCK 2X WOOD BUCK INSTALL.
<br />ANCHOR PER BUCK ANCHOR TABLE
<br />�3\2X WOOD BUCK INSTALL: 2X WOOD BUCK INSTALL.
<br />T aaeerman of H n
<br />NOTES:
<br />1- 2X BUCK IS NOT FOR INSTALLATION ATSILL.
<br />2. ANCHORS MAY BE 5TAGGERED ASSHGWN IN UETAIL 4/3.
<br />SL230 SL130, LEFT SL130, RIGHT SL230, Ei SLL30, 9'0"
<br />Ll
<br />51220, LEFT SL220, RIGHT SL300, LEFT SL300, RIGHT EL000
<br />QUALfFIED SKIN PATTERNS
<br />250#.010
<br />+ DLD 030t.010
<br />092..005
<br />r�TYP. GROOVE DIMENSIONS
<br />3
<br />2% BUCK ANCHOR TABLE
<br />6'8" ODORS
<br />6'0" DO00.5
<br />ANIZOR
<br />MINANCHOR
<br />MIN. EDGE
<br />MIN. CENTER
<br />TYPE
<br />SUBSTRATE
<br />EMBEDMENT
<br />DIST. TO
<br />SUBSTRATE
<br />TO CENTER
<br />DISTANCE
<br />MAJLO.G
<br />MAX. O.0
<br />SPACING A7
<br />SPACING AT
<br />JAMBS
<br />JAMBS
<br />DW TAPCON
<br />11C
<br />CONCHETVCMU
<br />1-LA"
<br />2-1/2'
<br />4-
<br />25'
<br />301/q'
<br />E LCO ULTRACON
<br />1/4"
<br />CDNcNHE/CMU
<br />4-
<br />25'
<br />4"-CMU
<br />PREPABEDDY:
<br />L
<br />BUILDING DROPS, INC.
<br />as f. aA u"efOfH fF�3•ssF. 33e
<br />95+)n Baa>ew
<br />.�pl aW ry aga+ae
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<br />Z O O W=
<br />REMARKS By DA
<br />Baer nDA sBl, wxR.PaM Lak GL D671
<br />Ada OHell/i°0 sk,n PaRemz L5 1]rz'
<br />DES F
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<br />T�T�iE /pF r D'
<br />DATE: 02.05.14
<br />DWG. Y:
<br />GL TJM SS%MSS
<br />SCALE: NTS
<br />owG. #: A010861A
<br />SHEET: OFD
<br />3
<br />F 2X W000 BUCK f�
<br />MIN.
<br />EDGE DST. ,,,� / WOOD ANCHOR BUILDING DROPS,
<br />SEE TABLE SHEET 2 SEE TABLE ON SHEET 2 PHAEH "u
<br />SILICONE
<br />Nj tasRAwsm".
<br />� m 2X WOOD BULX /
<br />1 / Q C)
<br />iN O' o`�^"P
<br />yj/ % o
<br />NII'WX. 2XWOODBUCK
<br />WOOD ANCHOR SHIM
<br />SEE TABLE ON SHEET 2 MIN. EMBED. 4 ,J
<br />SEETABUSHEFT2 pEt
<br />HEAD (TYPICAL) 2 JAMB (TYPICAL) /31 OPERABLE SILL o°z z
<br />6 OUTSWING SHOWN-INSWINGSIMILAR OUTSWINGSHOWN-INSWINGSIMILAR 6 INSWING - NO ANCHOR REQUIRED 2 p �
<br />���� ENDUFIAZAIL4565F W O 1i.o
<br />w 3 SILICONE C)
<br />SILICONE 7�-
<br />IL
<br />WOOD W000 BUCK F
<br />REMARKS BY DAT
<br />odd ACA 518. MUNPdnt larY G
<br />2X WOOD BUCK
<br />r OPERABLE SILL OPERABLE SILL -7) OPERABLE SILL
<br />OUISWING-NO ANCHOR L REQUIRED 1 WI NS NG-NO ANCHOR RE UIR 0 \ypJ 4 E
<br />`" �DUTSWING-NO ANCHOR REQUIRED AFCO J-2297 O x °r$,'.,Aia�'�W"" �uA AFCO A-2T6/P-Z000 V AFCO H-497 -
<br />YAS '
<br />F O
<br />- ',IQ 7$1 -:
<br />_ * IL
<br />a , srprE qF
<br />%pow; •-.�`<o�T%�: ` ��'.
<br />SILICONE SILICO14E SILICONE
<br />2X W000 RUCk 2X WOOD BUCK ZX WOW BUCK AA1Sbb�4
<br />J8 OPERABLE SILL OPERABLE SILL (( OPERABLE ADA SILL DATE 02.05.14
<br />DWG. Y: CHK V:
<br />OUTSWINGNO ANCHOR REQUIRED DUTSWING-NOANCHOR REQUJREO �JINSWiNG/DUTSWING - NO ANCHOR REQUIRED GL TJM SS MSS
<br />AFCO A-117 ENDURA Z08L4S65F ENDURA NC15000 SCALE: NTS
<br />DWG. #: A010861A
<br />p OPTIONALLY, ANCHOR CAN 9F PLACED IN NARRD W SHEE I: OF 8
<br />SECTION OF HEAOOR JAMB AS LONG AS MINIMUM
<br />EMBEDMENT AND EDGE DISTANCE ARE ACH REV ED.
<br />El Y B 8 D A
<br />DESIGN PRO / SMOOTH PRO / STUDIO
<br />NON -IMPACT
<br />FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
<br />GENERAL NOTES:
<br />1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
<br />BUILDING CODE (FEC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
<br />• TAB 202-94
<br />2. ADEQUACY OF THE FXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE
<br />RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS 1'0 THE
<br />FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT DF RECORD FOR THE PROJECT OF
<br />INSTALLATION,
<br />CTUAL CONDITIONS FOR
<br />3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT A
<br />A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
<br />HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
<br />DOCUMENT.
<br />4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
<br />RESISTANCE.
<br />5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH
<br />DOORS ARE QUALIFIED.
<br />6, NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (W7P) OF 9,75 PSF,
<br />REMAINING SILLS NOT RATED FOR WATER INFILTRATION. If AUTHORITY HAVING JURISDICTION REQUIRESTHAT
<br />PRODUCT MEETS THIS REQUIREMENT, PRODUCTSHALLBE USED WHEN INSTALLED AT LOCATION PROTECTED BY
<br />OVERHANG SUCH THAT OVERHANG (OH) RATIO = ON LENGTHOH HEIGHT IS z 1.0
<br />TABLE OF CONTENTS
<br />SHEET
<br />REVISION
<br />SHEET DESCRIPTION
<br />1
<br />q
<br />TYPICAL ELEVATIONS, DESIGN PRCSSURES, AND GENERAL NOTES
<br />2
<br />A
<br />TYPICAL ANCHOR LAYOUTS AND NOTES
<br />3
<br />B
<br />OPTIONAL. 2X RUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS
<br />4
<br />A
<br />VERTICAL AS,EMBLIES
<br />5
<br />A
<br />HURIZUNI AL ASSEMBLIES, GLAZING DETAIL
<br />6
<br />A
<br />WOOD SUBSTRATES
<br />7
<br />A
<br />CONCRETE SUBSTRATES
<br />8
<br />A
<br />COMPONENTS & BILL Of MATERIALS
<br />R
<br />UEXTERIOR
<br />��
<br />LOCK JAMB
<br />OUTSWING SHOWN - INSWINGSIMILAR
<br />9-#9X 1314"PFH
<br />8-#9X 21/2'PFH W/HARDWARE
<br />W/STRIKE HARDWARE (6'-8"&8'-0"UNITS)
<br />4- MPL STRIKE PLATES
<br />20 EXTERIOR
<br />INTERIOR
<br />T
<br />QUANTIN
<br />37 1/2" MAX.
<br />G
<br />s
<br />O.A. WIDTH
<br />®
<br />S
<br />\
<br />r
<br />t. LD
<br />zi
<br />O
<br />5 a
<br />�m�¢
<br />VJ i B ®
<br />O
<br />lD u
<br />Nz s m
<br />ACTIVE
<br />u
<br />In 3 d
<br />3q
<br />z
<br />Z'2d
<br />0
<br />O?
<br />2
<br />rl
<br />`G
<br />I
<br />NOTE:
<br />DOORS SHOWN ABOVE MAY BE LEFT
<br />OR RIGHT HAND OPERATING DOORS.
<br />371/2" Max._
<br />O.A WIDTH
<br />a
<br />ACTIVE
<br />CONFIGURATION
<br />MAX. OVERALL
<br />NOMINAL SIZE
<br />DESIGN PRESSURE IPSF)
<br />MISSILE
<br />IMPACT
<br />RATING
<br />WIDTH
<br />HEIGHT
<br />`NSW NG
<br />DUTSWING
<br />POS.
<br />NEG.
<br />P05.
<br />NEG.
<br />X
<br />3'-0'
<br />6'-8"
<br />65.
<br />65
<br />65'
<br />1 65
<br />NOWIMPACT
<br />X
<br />3'-0"
<br />8'-0"
<br />50`
<br />50
<br />SO'
<br />50
<br />NON -IMPACT'
<br />"SEE GENLRAL NULL L U, ]I'ItE 11, 1UK WA I UK INI-IL I44H 1ll,n Arrrts,v CU Gllu.
<br />HINGE SCHEDULE
<br />HINGE DETAIL.ATJAMB:
<br />PLACE 99 X.2-1/2" PFH SCREW NEXT TO WEATHERSTRIP
<br />INTERIOR
<br />1-ASX 2.1/2" PHILLIPS
<br />FLATHEAD WOOD SCREW
<br />\' 3- 49 X 3/4" PHILLIPS
<br />FLATH BAD WOOD SCREWS
<br />E TERI\
<br />4- 99 PHILLIPS FLATHEAD WOOD SCREWS
<br />17 USE 9/4' LENGTH FOR 6'-8" DOORS
<br />USE 1' LENGTH FORE'-0" DOORS
<br />3 HINGE JAMB
<br />CJ OUTSWING SHOWN - INSWINGSIMILAR
<br />DOOR
<br />3-#8%2"PFH 13-#BX 13/8"PFH (6'-8"UNITS)
<br />W/STRIKE HARDWARE 15 - Ii a 3/8" PFH (F-O" UNITS)
<br />I-MPL STRIKE PLATE COMES W/HARDWARE
<br />I P21
<br />EXTERIOR
<br />INTERIOR
<br />NBFPARED BY:
<br />BUILDING DROPS, INC.
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<br />tENARKS BY DP
<br />dd ADA sill, MxlB-P°Ini I- GL Il
<br />4F-g F. No�,�`l'��2
<br />:*C7�' *~
<br />-o
<br />DATE:
<br />GL/�
<br />SCALE:
<br />DWG.#:
<br />1
<br />PREPARED BY:
<br />Li
<br />BUILDING DROPS, INC.
<br />o
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<br />ZEMARKS BY I DA'
<br />tld ADA SIII, Multl- D. lack GL Il
<br />4 48 X 1 3/8" PFH DmKf>w:;idi«pie:
<br />1- REINFORCEMENT PLATE 'N"lei Fon ns nrasu l>vxso,mrt.,
<br />HOPPE N2512296 F asroRVH sooc x r°A°�r-°sNo
<br />Yl A2
<br />S F, ry`O
<br />:N o'
<br />R erg` a
<br />'''yyoonn���K(s���ssqq����NNyyqq G�
<br />ve �J+2NN9tlGMNV 6LA��```+`
<br />�OCKWELL MULTI -POINT LOCK JAMB HOPPE MULTI -POINT LOCK JAMB � HOPPE MULTI -POINT LOCK
<br />OUTSWING SHOWN - INSWING SLMILARBHOWN-INSWING SLMILAR OUTSWING SHOWN - INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE- ACTIVE PANEL ONLY DATE:
<br />DWG.
<br />GL�
<br />SCALE:
<br />DWG. #:
<br />5
<br />PREPARED BY:
<br />3X WOOD BUCK
<br />EDGE
<br />MIN. r )OPTIONAL)
<br />sEE rpBLESFIEU
<br />HIE r w
<br />Er 2 BUILDING DROPS, INC,
<br />CONCRETEANCHOR dseE Dnnln afA[u a<va-srt.ru
<br />SEETABLE ON SHEET2 SILICO C� §saNYsxc,a'
<br />"' 7-7
<br />s°YdhF nw.mn
<br />SCONCRETE/ -
<br />..' MA50NRY
<br />8Y OTH ERS
<br />tp CONCRETE( q u, MASONRY
<br />_1X WOOD BUCK, / BY OTHERS Z m o r a
<br />IOPTIONALI 0.25" O
<br />Y / MAX. ~
<br />SHIM
<br />N
<br />CONCRETE ANCHOR .e. CONCRETE)MASONRV RY D7HER5 q a
<br />SEETABLE ON SHEET2 MIN,EMBED.
<br />SEE TABLE SHEET2 O 2 Z
<br />HEAD (TYPICAL) IAMB (TYPICAL} OPERABLE SILL a w;
<br />OUTSWING SHOWN
<br />OU75WING SHOWN-WSWLNG SIMILAR OWN-INSWINGSIMILAR Z CC
<br />7 INSWWG-ND ANCHOR REQUIRED CD V',
<br />ENDURA ZAIL4565F
<br />O LD :8
<br />U
<br />SILICONE M•�:,
<br />SILICONE SILICONE
<br />ti
<br />REMARKS BY DAl
<br />4 a A
<br />C �O [I Odd OnA.YI, MUI %Palo: Lark GL li
<br />CONCRETE/ CONCRETE/
<br />ASON- CONCAETFf
<br />MASONRY - MRY
<br />BY OTHERS BY OTHERS MASONRY
<br />BYOTHEPS
<br />[4Z OPERABLE SILL OPERABLE SILL 7 OPERABLE SILL Leo'
<br />�1
<br />DUTSWING-NO ANCHOR REQUIREp 'r INSWING- NO ANCHOR REQUIRED 7 DUTSWING- NO ANCHOR REQUIRED w `SYYxxnnE
<br />AFCD 1-2297 AFCO A-276/P-2D00 AFCO H-497 N S F. O Zii
<br />siucDNe SILICONE SILICONE %�0,� '9CiOP;•�'/u�;
<br />`Ccs'•"•�..."
<br />4;-xNAYG `SAS
<br />CONCRETE/ C
<br />MASONRY CUNCHETE/ CONCRETE/
<br />BY OTHERS MASONRY
<br />By OTHERS
<br />Q OPERABLE SILL � OPERABLE SILL JO� BY OTHERS OPERABLE SILL DATE: 02.05.14
<br />OUTSWING- NO ANCHOR REQUIRED 7 OUTSW/NG-N AANCHOR REQUIRED
<br />AFCO A-117 ENDURA ZOBL4665F IJTSWING7INSWING-NO ANCHOR REQUIRED DWG. B8Y: CHK. Y:
<br />ENDURA HCIS. ACA rI /TINT cc %once
<br />SCALE: NTS
<br />DWG.#: A010F
<br />OPTIONALLY, ANCHOR CAN BF. PUKED IN NARROW
<br />SHEET:
<br />SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
<br />EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
<br />INSTALLATION NOTES:
<br />1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
<br />2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD REARING SHIM(S). MAXIMUM ALLOWABLE
<br />SHIM STACK TO BE 114 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE A
<br />NON -COMPRESSIBLE COMPOSITE OR BETTER.
<br />3, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO
<br />STUCCO, FOAM, BRICK VENEER, AND SIDING,
<br />4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
<br />OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
<br />MANUFACTURER'S INSTALLATION INSTRUCTIONS.
<br />5. FOR HOLLOW BLOCKAND GROUT FILLED BLOCK, DO NOTINSTALL INSTALLATION ANCHORS INTO MORTAR
<br />JOINTS, EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
<br />SHELL OF BLOCK.
<br />6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK
<br />CONCRETE/MASONRY CONSTRUCTION.
<br />7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
<br />FOLLOWING PROPERTIES:
<br />A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55.
<br />B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI,
<br />C. GROUT -FILLED CTYIU- UNITSTRENGTH CONFORMSTOASTM C-90WITH MINIMUM COMPRESSIVE STRENGTH
<br />OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
<br />PSI.
<br />D. HOLLOW BLOCK CMU - UNIT STREN GTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
<br />OF 2000 PSI.
<br />B. SEE SHEETS 6 AND 7 FORMORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
<br />LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING.
<br />9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
<br />EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
<br />ANCHOR TABLE
<br />6'8" DOORS
<br />8'0" DOORS
<br />ANCHOR TYPE
<br />ANCHOR
<br />SUBSTRATE
<br />MIN,
<br />MIN, EDGE
<br />512E
<br />EMBEDMENT
<br />DISTANCE
<br />MAX. O.C.
<br />MAX. O.C.
<br />SPACINGAT
<br />SPACINGAT
<br />IAMBS
<br />JAMBS
<br />WOOD SCREW
<br />010
<br />2X W000 BUCK
<br />1-1/2"
<br />3/4"
<br />17-1/2"
<br />17-1/4"
<br />OR FRAMING
<br />ITW TAPCON
<br />3/16"
<br />CONCRETE/CMU
<br />1I/4"
<br />2-1/2"
<br />17-1/2"
<br />17-1/4"
<br />ELCO ULTRACON
<br />1/4"
<br />CONCRETE/CMU
<br />1.3/8"-CON C
<br />1"
<br />17-1/2
<br />1-1/M1" -LMU
<br />ITW TAPCON
<br />3/16"
<br />CONCRETE/CMU
<br />1-1/4"
<br />3"
<br />10"
<br />B2
<br />2- #9 X 2112" PFH
<br />SCREWS
<br />2-q9 X 21/2^PM DETAIL 22 23
<br />PFH SCREWS TYP. HOPPE
<br />MULTI -POINT SHOOT BOLT _
<br />PLATE LOCATION
<br />DETAIL B2 (RH PLATE SHOWN)
<br />TYIP, —HOPPE
<br />MULTI-POINTHOPPE
<br />SHOOT BO LT BOLT PLAT STOM HOOT D2
<br />PLATE LOCATION BOLT PLATE
<br />HOPPE K2098911
<br />8.L GSECTION VIEW rCCl HEAD SECTION VIEW
<br />�Bia�a�mluR Ixsvnx smeux
<br />INTERIOR
<br />/ � fXJ'fAIOR
<br />LOCK JAMB
<br />% DUTSWINGSHOWN INSWINGSIMILAR
<br />9 . 0X 1 310 PFH
<br />8-#9X21/2"PFH W/HARDWARE
<br />W/STRIKE HARDWARE W-8" & V-0" UNITS)
<br />4- MR
<br />L STRIKE PlA'YE5
<br />20 EXT ..
<br />mum
<br />DOOfl HEIGHT
<br />O:IANTITY
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<br />USE 1" LENGTH FOR BA" DOORS
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<br />21
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<br />DATE: UL.US.14
<br />DWG. Y: CHK.BY:
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<br />SCALE: NTS
<br />DWG. #: A010861A
<br />SHEET: DEB
<br />2
<br />PREPARED BY:
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<br />DI LL OF MATERIALS
<br />ITEM#
<br />DESCRIPTION
<br />MATERIAL
<br />1
<br />FRAME HEAD/JAMBS
<br />FINGER -JOINTED PINE
<br />SOUDPINE
<br />LAMINATED VENEER
<br />LUMBER
<br />COMPOSITE
<br />2
<br />(NOT USED)
<br />-
<br />3
<br />(NOT USED)
<br />-
<br />4
<br />ENDURA ZAIL4565F THRESHOLD
<br />-
<br />5
<br />AECD J-2297 THRESHOLD
<br />-
<br />6
<br />AFCO A-276/P 2000THRESHOLD
<br />-
<br />7
<br />AFCO H-497 THRESHOLD
<br />B
<br />ARCO A-L 17 THRESHOLD
<br />-
<br />9
<br />ENDURAZOB1.456SFTHRESHOLD
<br />-
<br />10
<br />ENDURA HCI5000 ADA THRESHOLD
<br />-
<br />11
<br />WEATHERSTRIP
<br />URETHANE FOAM &
<br />POLYETHYLENE
<br />12
<br />NON -COMPRESSION SHIM (0,25"MAX. THK)
<br />COMPOSITE
<br />13
<br />M07USED)
<br />-
<br />14
<br />(NOT USED)
<br />-
<br />15
<br />430 WOOD INSTALLATION SCREW W/11/2"MIN. EMBEDMENT
<br />STEEL
<br />16
<br />CONC/CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2&3)
<br />STEEL
<br />17
<br />BUTT HINGE (SEE SCHEDULE SHEET 5)
<br />STEEL
<br />18
<br />KWIKSET LOCK SERIES 400
<br />STEEL
<br />19
<br />KWIKSET DEAOBOLT SERIES 780
<br />STEEL
<br />20
<br />ROCKWELL MULTI - POINT TONGUE LATCH p 732267686-8 UNIT
<br />ROCKWELL MU LTEPOINT TONGUE LATCH 9732287806-D UNIT
<br />STEEL
<br />21
<br />HOPPE MULI-POINT HARDWARE H159 000
<br />STEEL
<br />22
<br />NO PPE MULI-POINT H EAD SHOOT BOLT PLATE LH#87 ME
<br />STEEL
<br />23
<br />HOPPE MULI-POINT HEAD SHOOT BOLT PLATE 11I1#8783923
<br />STEEL
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<br />W/ SILL SHOOT BOLT PLATE #2098911
<br />DWG.
<br />GV
<br />SCALE:
<br />10861A
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<br />VARIES, SEE DOM ABOVE THRESHOLD THRESHOLD
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<br />O ATHROHo D76/P-2000 22
<br />HEAD SHOOT BOLT PLATE (LH)
<br />I
<br />_R
<br />DATE. 02.05.14
<br />DWG. Y: CHK
<br />G TJM SS
<br />AFCO H 497 THRESHOLD
<br />7 1 O
<br />F
<br />AFCO A 117 THRESHOLD
<br />-
<br />ENDURA ZOBL4565F
<br />O THRESHOLD
<br />ENDURA HC15000 ADA
<br />1� THRESHOLD
<br />HEAD SHOOT BOLT PLATE (RH)
<br />23 --
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<br />SCALE: NTS
<br />DWG # A010861
<br />HEET:
<br />41P
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