|
FL #
<br />RL16468-R12
<br />Application Type
<br />Revision
<br />Code Version
<br />2017
<br />Application Status
<br />Pending F13C Approval
<br />Comments
<br />Archived
<br />r
<br />Product Manufacture
<br />JELD-WEN
<br />Address/Phone/Email
<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 />flocl @jeid-wen.com
<br />Technical Representative
<br />JELD-WEN Corporate Customer Servlce
<br />Address/Phone/Email
<br />3737 Lakeport Blvd.
<br />Klamath Falls, OR 97601
<br />(800) 535-3936
<br />custamasaviceagents@jeld-wel, eom
<br />Quality Assurance Representative
<br />Address/Phone/Email
<br />Category
<br />Exterior Doors
<br />Subcategory
<br />Swinging Exterior Door Assemblies
<br />Compliance Method
<br />Evaluation Report from a Florida Registered Architect or a Licensed
<br />Florida Professional Engineer
<br />Evaluation Report- Hardoopy Received
<br />Florida Engineer or Architect Name who
<br />Hermes F. NDrero, P.E.
<br />developed the Evaluation Report
<br />Florida Ucense
<br />PE-73778
<br />Quality Assurance Entity
<br />National Accreditation and Management Institute
<br />Quality AssurarIce Contract Expiration Date
<br />12/31/2018
<br />validated By
<br />Locke Bowden
<br />Validation Checklist - Hardcepy Received
<br />Certificate of Independence
<br />Fl_I6468 R12 COT COI JW SS 2015-04-27pdf
<br />Referenced Standard and Year (of Standard)
<br />Standard Year
<br />TAS 202 1994
<br />Equivalence of Prodlct Standards
<br />Certifledl By
<br />Florida Licensed Professional Engineer or Architect
<br />EL16468 R12 EaJiv ASTM E84EguNalency Letter SS 21
<br />31. Ddf
<br />Sections from the Code
<br />Product Approval Method
<br />Method 1 Option D
<br />Date Submitted
<br />10/02/2017
<br />Date Validated
<br />12/22/2017
<br />Date Pending FBC Approval
<br />12/22/2017
<br />4
<br />1/2-TYP. 4 1/2"TYP.
<br />11/2. OFFSET
<br />1.
<br />i
<br />TYP.
<br />ANCHOR LAYOUT
<br />AWDIN 00•NPIIAYRIIR
<br />11/4' MIN. EMKDTYk
<br />SEE TABLE i
<br />a'
<br />d py„
<br />z
<br />>n �
<br />g 3 2X WOOD BUCK INSTALL.
<br />L2XWOODBACK ANCHOR PER BUCKANCHORTABLE
<br />(;j12X WOODOP{IYAM BUCK INSTALL. (/2X WOOD BUCK INSTALL.
<br />T C 7) -' Ip LAY
<br />NOTES: 4t/
<br />I. 2X SUCK IS NOT FOR INSTALLEI KILN AT SILL.
<br />2. ANCHORS MAYBE STAGGERED AS SHOWN IN DE IAIL 4/3.
<br />SL230 MAN LEFT SLL30, RIGHT S1130, Ill JNL30, Wr
<br />SL220, LEFT S1.220, RIGHT 511.300, LEFT SL300, RIGHT SL.800
<br />QUALIFIED SKIN PATTERNS
<br />.2soz.alo Ir
<br />. -1 I r.030:.010
<br />�TY�PL-.-.G-ROO�VE DIMENSIONS
<br />2X BUCK ANCHOR TABLE
<br />E'S" DOORS
<br />Vol, DOORS
<br />AS�ZE R
<br />MIN. EDGE
<br />MIN. CENTER
<br />ANCHOR TYPE
<br />SUBSTRATE
<br />EMBEDMENT
<br />DIST. TO
<br />SUBSTRATE
<br />TO CENTER
<br />DISTANCE
<br />MAKO.0
<br />NAfi-O.G
<br />SPACING AT
<br />SPACING AT
<br />JAMBS
<br />JAMBS
<br />ITWTAPCON
<br />1/4"
<br />CONCIIET11I
<br />W/4-
<br />2-1/2'
<br />r
<br />25'
<br />INNVIV
<br />ELCOULTRACON
<br />L/4'
<br />cONCRETE/CMU
<br />1.1/8"-Colic.
<br />1^
<br />1'
<br />2S
<br />361/1•
<br />CMu
<br />1X WOOD BUCK
<br />EDGE CIA. f W %rr CH
<br />SEE TAKE SHEET2 �'� - WOOD ANOR
<br />EE TAKE ON SHEET 2
<br />SILICONE
<br />uAwD ZX W OOD BIJCY
<br />tp
<br />D 2&•
<br />f�
<br />i!i iiii fir
<br />o rr %
<br />� MAX.
<br />SHIM
<br />WOW BUCK
<br />WOOD ANCHOR
<br />SEE TABLE ON &HEFT 2 MW- EMBED.
<br />SEE TABLE SHEET
<br />HEAD (TYPICAL)JAMB (TYPICAL) OPERABLE SILL
<br />6' OUTSWING SHOWN -INSWINGSIMDAR OUTSWHNG SHOWN -INSWING SIMILAR 6 INSWING• NO ANCHOR REQUIRED
<br />ENDURA ZAIAS68F
<br />SILICONE
<br />SILICONE SILK:ONE
<br />2% WOOD BUQ 21( WOOD BLKK
<br />2X WC0D BUCK
<br />OPERABLE SILL OPERABLE SILL OPERABLE SILL
<br />OV TSWNG- NO ANCHOR REQUIRED AWING- NO ANCHOR RERURRI D OU75MIING - NO ANCNM REQUIRED
<br />AFCO J-2297 AFCO M276/P-2000 AFCO H-017
<br />SLCONE
<br />2%WOOD BUCK
<br />51LKONE
<br />1%WOOD BUCK
<br />SILICONE
<br />2%WOW BUCK
<br />OPERABLE SILL
<br />OPERABLE SILL (M
<br />OPERABLE ADA SILL
<br />OUTSWING NO ANCHOR REQUIRED
<br />b` OUTSWING-NO ANCHOR REQUIRED 6
<br />NSWRI6/OUTSWMG- NO ANCHOR REQUIRED
<br />APOO A-lI7
<br />ENDURA ZDBL4565F
<br />ENDURA H135000
<br />© OPTIONALLY, ANCHOR CAN OF PACED IN NARROW
<br />SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
<br />EMBEDMENT ANDEDGE DISTANCE ARE ACHIEVED.
<br />PREPANDBY:
<br />BUILDING DROPS, INC.
<br />MENaMGI NYP,DL. M
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<br />BUILDING DROPS, INC
<br />ME uNe NAw0.Y0.R4Itl
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<br />JELDrWEN
<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 1S DESIGNED AND MANUFACTURED TO COMPLY WLTH THE CURRENT FLORIDA
<br />BUIW ING CODE (FOOL INCLUDING HVHZ AND HAS BEEN EVALUATEDACCORDWGTO THE FOLLOWING:
<br />• TAS 202.94
<br />2. ADEQUACY OF THE FXKTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS AMAIN WIND FORCE
<br />RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT WADS TO THE
<br />FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
<br />INSTALLATION.
<br />3. THE INSTALLATION DETARS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL COMMIONS F00.
<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 O REQUIRED ON THIS PRODUCT IN AREAS REQUMRNG IMPACT
<br />RESISTANCE.
<br />S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH
<br />DOORS ARE QUALIFIED.
<br />6. NOTE AFCO H-491 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE WTP) OF 9.75 PSF.
<br />REMAINING SRLS NOT RATED FOR WATER INFILTRATION, H AUTHORITY HAVING JURISDK ION RCQUNRES THAT
<br />PRODUCTMEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
<br />OVERHANG SUCHTHAT OVERHANG (OH) RATIO OH LENGTH +OH HEIGHT 821.0
<br />TABLE OF CONTENTS
<br />SHEET
<br />REVISION
<br />SHEET DESCRIPTION
<br />I
<br />A
<br />TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
<br />2
<br />A
<br />TYPICAL ANCHOR LAYOUTS AND NOTES
<br />3
<br />B
<br />OPTIONAI.2XRUCKANCHORING DETAILS AND QUALIFIED SKIN PATTERNS
<br />4
<br />A
<br />VERTICALASSEMSUES
<br />5
<br />A
<br />NLMIZUN IAL ASSEMOULS, GLAZING DETAIL
<br />6
<br />A
<br />WOOD SUBSTRATES
<br />7
<br />A
<br />CONCRETE SUBSTRATES
<br />H
<br />A
<br />COMPONENTS & BILL OF MATERIALS
<br />INTERIOR
<br />UEXTERIOp
<br />LOCK JAMB
<br />OUTSWING SHOWN • INSWING SIMLAR
<br />9 - JJ9 X 13/4" PFH
<br />B-89X22T /a'PFH W/HARDWARE
<br />W/STRIKHAROWAAE ffi'-8"A 8'-0"UMRf
<br />4- MFL STERIKE PLATEB
<br />20 ��
<br />MTERXN
<br />DOOR HEIGHT
<br />QUANTITY
<br />INSTALLATION NOTES: PREPARIMM.
<br />BUILDING DROPS, INC 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCIOR LOCATION SHOWN.
<br />s11a I.uH%K HIL4.sn.su 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(5). MAXIMUM ALLOWABLE
<br />-:1 HR nw SHIM STACK TO BE 1/4INCH. SHIM WHERE SPACE OF 1/16 INCH OIL GREATER OCCURS. SHIMS)SHALL BE BUILDING DROPS, INC.
<br />NA HW7aw.N NON -COMPRESSIBLE COMPOSITE OR BETTER Ne6.IYY4AAa 1L1P•s1E 9a
<br />wITExA-w4r4rs..Nn ANMsuoLxlP94s
<br />3. MINIMUM EMBEDMENT AND EDGE DISTANCEEXCLUDE WALL FINISHES, INCLUDING BUTNOT UMFFEDTO r y
<br />O
<br />STUCCO, FOAM, BRICK VENEER, AND SIDING.
<br />C1 liJ •^ § 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL O
<br />LZ7Z Ng�n OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR O
<br />371/2" MAX. ` g 3 ^d MANUFACTURER'S INSTALLATION INSTRUCTIONS, y Q ,.
<br />O.A. WIDTH W Y l 37 I/Y MAX. \ F G g
<br />IL LU S. FDA HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ;•Typ O.A. WIDTH O 0
<br />y Tt- W 0� f= .. - JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE - 1O
<br />37 1/2" MAX. n W' s SHELL OF BLOCK. C2 ' TYP. _ Z
<br />$ Z2 ¢ Z 5€�
<br />OA. TH It Q W 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK I ®
<br />s 1 ® 'lL; D a p CONCRETE/MASONRY CONSTRUCTION. I O 2
<br />$�T 2 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE p g 0
<br />® W FOLLOWING PROPERTIES: Ac
<br />\ WJ z g
<br />g J W A. WOOD -MINIMUM SPECIFIC GRAVITY OF O55,
<br />S. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 P., . L�s V,
<br />`po tS C. GROUT -TILLED CMU-UNI75TRENGTH CONFORMBTO ASFM C-90 WITH MINIMUM COMPRESSIVE STRENGTH �i
<br />.7 ^ s ~ CL. Of 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 m ",-I w 1-
<br />1O .�.I uu�=1 s I [7 PSI. O o u
<br />m �i'F 0m O y C D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORNSTO ASTM C-90WITH RRNMUM COMPRESSIVE STRENGTH Ym ® z Z I.I'
<br />1 z L+£. 11 '-"7 OF 2000 P51. N z Q
<br />3 ACTIVE < ..
<br />'i s • C = 8. SEE SHEER 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR p '•� 0 • N
<br />�g5 / qE bar nKSAaAtAawA �� 61y DA LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPRUNG.
<br />0- s ,JACTIVE
<br />IP I z 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINMUM REMARKS BY DATEI EMBEDMENT AND EWE DISTANCE ARE ACHIEVED. ARIA ML MMHIPA-led HX vv
<br />NOTE:
<br />3iONS SHOWN ABOVE MAY BE LEFT
<br />OR RIGHT HAND OPERATING DOORS.
<br />CONFIGURATION
<br />MAX. OVERALL NOMINAL SIZE
<br />OESWNPRESSURE IPSF)
<br />MISSILE
<br />IMPACT
<br />RATING
<br />WIDTH
<br />HEIGHT
<br />INS'WIme
<br />OUTSWING
<br />POE.
<br />PEG.
<br />POE.
<br />PEG.
<br />%
<br />3'-0'
<br />6'-S"
<br />65'
<br />1 65
<br />65'
<br />65
<br />NON -IMPACT
<br />x
<br />W-O"
<br />e'-0"
<br />s0•
<br />so
<br />50•
<br />50
<br />NON -IMPACT'
<br />XHNOE SCHEDULE
<br />HINGE DETAIL AT JAMB:
<br />PLACE IP9 X2- 'PFH SCREW NEXT TO WEATHERSTRIP
<br />MINOR
<br />\ 1-49X 2.In'PHIWPS
<br />FLATHEAD WOOD SCREW
<br />\- \ 3. SOX 3/4"PHILLIPS
<br />\ FLATHEADWOODSCREWS
<br />IXIFApR` 4- 09 PHILLIPS FLATHEAD WOODSCAEwS
<br />17 USE 3/4' LENGTH FOR V-8" DOORS
<br />USE 1' L-0 ENGTH FOR 8'" DOORS
<br />rll� HINGE JAMB
<br />DUrswitm SHOWN - NSWLNG SIMILAR
<br />3-tlB X2'PFH 13-NBX131VPFH(6'-8"UMDS) WOKE HARDWARE I'- M X 131r PFM (THY UMTN
<br />/ST
<br />1_ MIN STRUARDLATE COMES W/HARDWARE
<br />/ F�
<br />MELIOR
<br />4-18 XI3/8"PFH
<br />1 •REINFORCEMENT PLATE
<br />HOPPE N2$IZ296
<br />ROCKWELL MULTI -POINT LOCK JAMB HOPPE MULTI -POINT LOCK JAMB HOPPE MULTI -POINT LOCK
<br />5 OUTSWING SHOWN -INSWING SIIWIAR OUTSWRNG SHOWN -INSWING SIMILAR TOP REINFORCEMENT PLATE -ACTIVE PANEL WLLY
<br />MW IX WOOD SUCK
<br />EDGE DUST. O (OPTIONAL)
<br />SEE TABLE SHEET 3 3
<br />CONCSETEANQHOR
<br />r SEE TABLE ON SHEET 2 0
<br />tIII yr
<br />i y t, y CONCRETE/ --
<br />_ MASONRY
<br />RYOTHERS CONCRETE/
<br />MASONRY
<br />1X WOOD BUCK IN OTHERS
<br />„ ixRff�
<br />(�TLONALI { 1 0.2255. SHIM
<br />CONCRETEANCHOR CONOLETE/MASONRY RY OTHERS
<br />SEE TAKE ON SHEET 3 PAW. EMBED.
<br />SEE TABLE S14EET2
<br />HEAD (TYPICAL) Q_ JAMB (TYPICAL) OPERABLE SILL
<br />OUTSWING SHOWN-INSVJMSIMILAR \ JJ OUTSWING SHOWN -NSWMW SIMILAR INSWRIO-NDAFKXOR REQENRED
<br />�L ENDURA ZARASM
<br />SILICONE
<br />6NUCONE
<br />SILICONE
<br />LA °.
<br />CONCRETE/ CONCRETE/ n .
<br />By
<br />mNERYS MASONRY CONCRITU
<br />MASONRY
<br />BY OTHERS BYOTHERS
<br />OPERABLE SILL OPERABLE SILL /e'n OPERABLE SILL
<br />OUTSWING-NO ANCHOR REQUIRED , INSWI 27/1p1�ORpCEJRiED OUTSVYIN6-NO ANCHOR REQUNED
<br />AFCO 1.7397 ANb M4 97
<br />SILICONE SILICONE
<br />smaoNE
<br />4
<br />e' a MASL�L�
<br />tONCRETFASONRYj 'Q a
<br />MCIRICNETE/ a CONC
<br />ONRY BETE/
<br />-OTHERS
<br />BY OTHERSMASONRY
<br />8 OPERABLE SILL 9� OPERABLE SILL /10\ OPERABLE SILL MY OTTERS
<br />OURWNG-NO ANCHOR REQUIRED ISWING-MOAW.IMREQUUWD ��I17SWIN6/INSWING-NO ANCHOR REQUITED
<br />AFCO A-117 OUEMOUM ZOKA56SF
<br />6NOUNA NCISOOOADA
<br />p OPTIONALLY, ANCHOR CAN OF. PACE'O IN NARROW
<br />SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
<br />EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED,
<br />��AA3` ES F.; YO 11,
<br />l`
<br />P'`.�w:
<br />....
<br />SCALE:
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<br />/a11. IPNM NUN Nw, sR. 2a
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<br />DATE 02.05.14
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<br />SCALE: NTS
<br />DWG-M A010861.
<br />SHEET:
<br />7
<br />ANCHOR TABLE
<br />ANCHOR TYPE
<br />ANCHOR
<br />SIZE
<br />MIN.
<br />MIN, EDGE
<br />DISTANCE
<br />DISTANCE
<br />6,8000010
<br />WW DOORS
<br />MAX. QG
<br />SPACEPORT
<br />JAMBS
<br />MA%.O.C.
<br />SPAaRGAT
<br />JAMBS
<br />WOOD SCREW
<br />r10
<br />IX WOOD BUCK
<br />OR FRAMING
<br />1-
<br />3/4"
<br />17-Ir1
<br />17-1/4'
<br />TTW TAPCON
<br />3/16"
<br />CONCRETE/CMU
<br />1-1/4'
<br />2-//2'
<br />17-IM
<br />17-1/1•
<br />ELCO ULTRACON
<br />1/4"
<br />CONCRUF/CMU
<br />-3/8
<br />1,2/4' -CMUCONE'
<br />1"
<br />17.1A.
<br />17-U4'
<br />ITW TAPCON
<br />3/16"
<br />CONCRET6/CMU
<br />I-1/4"
<br />1"
<br />10"
<br />14-3/9'
<br />B2
<br />2- R9 %2l/2" PFH
<br />sl7Mws
<br />OETAIL02
<br />2-A9%z 1J2^PRI Tfp HOPPE 22 23
<br />PFHSCREWS MULTNPOINT SHOOT BOLT
<br />PLATE LOCATION
<br />DETAIL 62 (RH PLATE SHOWN)
<br />MULTI -POINT SHOOT BOLT BOLT PLATE
<br />SHOOT 02
<br />PLATE LOCATION BOLT PLATE
<br />HOPPE P209B911
<br />®_SILL SECTION VIEW ( HEAD SECTION VIEW
<br />lU IPIYNNNHINWIIpAN9Y/,NAA �jJJ •awNa acu.amNwcsrrr
<br />An4PrNL
<br />INTERIOR
<br />rn
<br />UEKTERIOR
<br />LOCK JAMB
<br />5
<br />OUTSWINGSHOWN- INSWINGSIMILAR
<br />9.99 k 13/4' PFH
<br />8-Jf9X21/Z"PIN W/HARDWARE
<br />W/STRIKE HARDWARE (6'-8' & 8'-0" UNITS)
<br />4- MPL S7TUKE PLATES
<br />20 ��
<br />INTERIOR
<br />HINGE SCHEDULE
<br />DOOR HEIGHT
<br />QUANTFLY
<br />4
<br />�TYP. ANCHOR LAYOUT
<br />ararawrowrA
<br />`N%NAYS F. 0JJJ�4
<br />NOTE: �� rv�,.•' .• .P .
<br />NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (XI ONLY. 0
<br />NOTE: A ';. T T ' 4U
<br />IIZTIVE AND ACTIVE DOOR PANEL i O� P;•'�4K,
<br />ORIENTATION IS INTERCHANGEABLE. �i. �p.,.• .........
<br />HINGE DETAIL AT JAMB:
<br />LACE A5X 2.1 2" PFH SCREW NExTTo WEATHERSTRIP
<br />*LN1-
<br />J.- 09 X 2.1a- PHIWPS
<br />ATHEAD WOOD SCREW
<br />19 X 31V PHILLIPS
<br />ATHEAD WOOD SCREWS
<br />#9 PHILLIPS FLATHEAD WOOD SCREWS
<br />SE 3/4' LENGTH FOR V-9" DOORS
<br />HINGE
<br />., M ppUSE 1" LENGTH FOR 8'4' DOORS
<br />OUTSWING SHO�-WNN- JAMB
<br />SAWINGSSIMILAR
<br />5
<br />3-18 %2'PFH t3.118 kJ 3/8'PFH IE'�'LJNTf51
<br />W/ STRIKE HARDWARE 15-AB X 13Ar' PFH (6'-LY UNIT51
<br />1-MPL STRIKE PLATE COMES W/HARDWARE
<br />21
<br />fl(IEIIIDS
<br />INTERIOR
<br />4.48 X 13/8" PFH
<br />1- REINFORCEMENT PLATE
<br />HOPPE X2SI2295
<br />7
<br />PMPAREO BY:
<br />BUILDING DROPS, INC.
<br />Nse.ssxl. eua, Nro.rn.M
<br />5ANL REKR. iL 13W1
<br />PH:19l4)S%NT4
<br />FAt NIgiAUTM
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<br />OI w n
<br />2 QZ II
<br />0
<br />0
<br />IAddA sKM4W*GMledl GL I1i
<br />NES F. p Arri,'
<br />�O :: S.dTAT 7 Jr
<br />ROCKWELL MULTI -POINT LOCK JAMB rS-'\ HOPPE MULTI-POINTLOCK JAMB �HOPPE MULTI -POINT LOCK
<br />5 OUTSWNGSHOWN - INSWING SIMNAR OIITSWINGSHOWN-INSWING SIMILAR TOP REINFORCEMENT PLATE-ACQVEPANELONLY DATE: 02.05.14
<br />DWG. Y:1M
<br />17HK.
<br />IS SS N
<br />SCALE: NTS
<br />DWG' N: A010861A
<br />SHEET: C
<br />S
<br />BIU OF MATERIALS
<br />ITEMR
<br />DESCRIPTION
<br />MATERIAL
<br />FRAMENEAD/IAMBS
<br />RNOM)OIRTED PINE
<br />SOUOPINE
<br />LAMINATEDVENEER
<br />LUMBER
<br />COMPOSITE
<br />2
<br />(NOT USED)
<br />-
<br />3
<br />(NOT USED)
<br />-
<br />4
<br />END URAZAI1,4565FTHRESHOLD
<br />-
<br />S
<br />AFCO J-2297 THRESHOLD
<br />-
<br />6
<br />AFCOA-276/P-2000THRESHOLD
<br />-
<br />7
<br />AFCO H-497 THRESHOLD
<br />B
<br />AFCO A417 THRESHOLD
<br />-
<br />9
<br />ENDURA ZOBL456SF THRESHOLD
<br />-
<br />10
<br />ENDURA HO-WOD ADA THRESHOLD
<br />-
<br />11
<br />WEATHERSTRIP
<br />URETHANE LOAM 8
<br />POLYETHYLENE
<br />12
<br />NON -COMPRESSION SHIM(D.2S' NA)(. THIS)
<br />COMPOSITE
<br />13
<br />(NOTUSM)
<br />-
<br />14
<br />(NOT USED)
<br />-
<br />15
<br />110 WOOD INSTALLATION SCREW W1I IA" MN, EMBEDMENT
<br />STEEL
<br />16
<br />CONC./CMU ANCHOR (SEE ANCHOR TABLE SHFITS 2 & 31
<br />STEEL
<br />17
<br />BUTT HINGE (SEE SCHEDULE SHEET S)
<br />STEEL
<br />18
<br />KWIKSET LOCKSEIUES400
<br />STEEL
<br />19
<br />KWIKSET DEADBOLT SERIES 780
<br />STEEL
<br />20
<br />ROCKWELL MULTI -POINT TONGUE LATCH K732287686.8 UNIT
<br />ROCKWELL MULTI -POINT TONGUE LATCH 1132287809-0UMT
<br />STEEL
<br />21
<br />HOPPE MILLI POINT HARDWARE HL5900D
<br />STEEL
<br />22
<br />HOPPE MULHPOLNT HEAD SHOOT BUT PLATE IN 08784091
<br />STEEL
<br />23
<br />HOPPE MULL -POINT HAD SHOOT BOLT PATE RH U783923
<br />STEEL
<br />20 ROCKWELL MULT-POINT LOCK
<br />O
<br />a
<br />O
<br />21 HOPPE MULT-POINT LOCK
<br />W/ SILL SHOOT 30LT PLATE #20999It
<br />M&AAED ON:
<br />BUILDING DROPS, INC.
<br />P4I.�,RMGN�fRN1
<br />ua
<br />x1.eHHb�sTM
<br />N?q
<br />M tw:rA+WYpYaPMan
<br />Q
<br />W
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<br />7C$TIR
<br />OFRAMESHE OM/JAABO E O
<br />-r-� rrr r
<br />1
<br />O AFCO H-497 THRESHOLD O
<br />j- 4.6r U
<br />`TMD�ao IL4565F
<br />II III I
<br />AFCO A-117 THRESHOLD
<br />c
<br />OS ATHREESSHOLD47 O
<br />O ENDURA ZOBL45r.SF 9ENDURA
<br />THRESHOLD
<br />F- 4.SA• -{
<br />�RESHo�76/P-2000 22 HEAD SHOOT BOLT PLATE (LH)
<br />_ o O�
<br />4.51' ^� 1.75
<br />HCISOOO ADA 23 HEAD SHOOT BOLT PLATE (RH)
<br />THRESHOLD
<br />_ u�Q
<br />1.75"
<br />DATE:
<br />G
<br />SCALE
<br />DWG.
<br />SHEET
<br />i
<br />B
<br />
|