|
Ne
<br />WINDOWS & DOORS
<br />DESIGN PRO / SMOOTH PRO
<br />NON -IMPACT
<br />FOR USE OUTSIM THE HIrH VELOCITY HLIRRICANE InNE (HVHZ)
<br />GENERAL NOTES.
<br />1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT
<br />INTERNATIONAL BUILDING CODE (1617I. INTFRNATICNAI RESIDENTIAL CODE MILE), AND FLORIDA BUILDING CODE
<br />IFBC). EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FCLLOWING.
<br />• ASTM C330-02
<br />• ASTM E283-04
<br />• AAMA 1304-02
<br />ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE
<br />RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOAD$ 10 THE
<br />FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
<br />INSTALLATION.
<br />3. TUC INSTALLATION DETAILS DESCRIBED I ICRCIN ARC GCNC RIC AND MAY NO- RrrLCCT ACTUAL CONDOIONS rOR
<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 />S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH
<br />DOORS ARE QUALIFIED
<br />G. NOTE: AFCO 14-497 SILL MEETS WATER INFIVRATION AT WATER TEST PRESSURE (WTP) Of 9.75 PSF
<br />REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT
<br />BrW
<br />PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
<br />OVERHANG SUCH THAT OVERHANG (CHI RATIO = ON LENGTH - OH HEIGHT IS 10
<br />TABLE OF CONTENTS
<br />SHEET
<br />REVISION
<br />SHEET DESCRIPTION
<br />1
<br />A
<br />TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
<br />2
<br />A
<br />TYPICAL ANCHOR LAVOLITS AND NOTES
<br />3
<br />OPTIONAL 2X BUCX ANCHORING DETAILS
<br />♦
<br />A
<br />VERTICAL ASSEMBLIES
<br />S
<br />A
<br />HORIZONTAL ASSEMBLIES
<br />IT
<br />A
<br />WOOOSUBSTRATES
<br />CONCRETE SUBS'NATES
<br />7
<br />n
<br />6
<br />-
<br />COMPONENTS RBILL OFMATEMAL.
<br />rl✓
<br />INITRKiR EXIIRIOF
<br />1 OPERABLE HEAD
<br />4 OUTSWING SHOWN -INSWING SIMILAR
<br />I�
<br />H-5
<br />OPERABLE ADA SILL OPERABLE SILL
<br />INSWING/OUT6WING 4 INSWING
<br />MIN
<br />D Et1Gf. Is
<br />SE It TABLE SHEET 2
<br />I
<br />O
<br />W T
<br />CONCRETE/
<br />RY
<br />MASONRY
<br />MASON
<br />i
<br />♦•
<br />BY OTHERS
<br />\•
<br />`It WOOD BUCK
<br />(OPTIONAL)
<br />ED
<br />CONCRETE ANCHOR
<br />SEE TABLE ON SHEET 2
<br />HEAD (TYPICAL)
<br />!J OUTSWINGSHOWN•INSWINGSIMRAR
<br />- SILICONE
<br />d d
<br />a d
<br />e
<br />CONCRErQ
<br />MASONRY
<br />7HER BY O 5
<br />q OPERABLE SILL
<br />' OUTSWING - NO ANCHOR REQUIRED
<br />SILICONE
<br />A d
<br />C d
<br />Q
<br />CONCRETE/
<br />MASONRY
<br />BY OTNFRS
<br />OPERABLE SILL
<br />OUTSWING - NO ANCHOR REQUIRED
<br />C> SOPTEC I N OF ANCHOR CAN A PLACERS NARROW
<br />SECT ION Of HE AO OR IAMB AS CONE AS RMMIMUM
<br />E MBEIPMENT AND EDGE DISTANCE ARE AOHEVED
<br />11
<br />B INTTw9 EATEMOT
<br />OPERABLE SILL
<br />\ I OUTSWING
<br />zx
<br />37 1/7" MAX
<br />J
<br />,n
<br />ACTIVE
<br />1/r
<br />TYP. ELEVATION 1 TYP. ELEVI ATON 2
<br />v.r pedR wcrrr T • s P00R r
<br />NCTE
<br />30OWS SHOWN ABOVE MAY BE LEFT
<br />ON RIGHT HAND OPERATING DOORS.
<br />NOMINAL ALLIZE
<br />DESIGN PRESSURE Hul
<br />MISSILE
<br />CONFIGURATION
<br />IMPACT
<br />TING
<br />WIDTH
<br />HEIGHT
<br />INSWING
<br />OUTSWING
<br />POS.
<br />NEG.
<br />POS
<br />NOG,
<br />X
<br />3'-0'
<br />B8-
<br />SO•
<br />50
<br />50a
<br />50
<br />NON -IMPACT
<br />X
<br />3'-0"
<br />9'0
<br />SO-
<br />SO
<br />50•
<br />50
<br />1 NON -IMPACT
<br />-5t t Gt NtRAL NU i t 0. SHtt 11, r UH VV041 ILK INPIL 111A 1 TUN A1TKU V t U WLL>.
<br />11
<br />^ wNTCRIOR / EXTIRgR
<br />OPERABLE SILL
<br />OUTSWING
<br />11
<br />ti
<br />2 NTERtOX EXTEROR
<br />OPERABLE SILL
<br />4 OUTSWING
<br />OPTIONAL AFCO H-497
<br />11
<br />9 ,NtMCA EXTERIOR
<br />OPERABLE SILL
<br />OUTSWWG
<br />IX WOOD SUCV
<br />(OPTIONALI
<br />CONEAF I ANCHOR SILICONE I—
<br />SEE rABIE ON SHEE r /
<br />CONCRETE/
<br />MASONRY
<br />r� BY OTHERS
<br />A � 15
<br />' MOAX.
<br />• • 51HM
<br />CONCRETE/MASONRY BY OTHERS
<br />MIN. EMBED
<br />SEE TABLE SHEET 2
<br />JAMB (TYPICAL)
<br />7 OUTSWING SHOWI4- INSWING SIMILAR
<br />S1tICON1
<br />e e
<br />o e
<br />O
<br />CONCRETE/
<br />MASONRY
<br />BY OTHERS
<br />OPERABLE SILL
<br />' INSWING - NO ANCHOR REQUIRED
<br />"I SILK:ONE
<br />d d
<br />O d
<br />C
<br />CONCRETE/
<br />MASONRY
<br />BY OT14ER5
<br />OPERABLE SILL
<br />OU73WING - NO ANCHOR REQUIRED
<br />3 OPERABLE SILL
<br />7 INSIR/ING - NO ANCHOR REQUIRED
<br />SILICONE
<br />d e
<br />° e
<br />O
<br />\\-CONCREIE/
<br />MASONRY
<br />RV OTHERS
<br />i%� OPERABLE SILL
<br />/ OUTSWING - NO ANCHOR REQUIRED
<br />AFCO H-497
<br />SILICONE
<br />d A
<br />O e
<br />O
<br />CONCAfTE1
<br />_S= MASONRV
<br />BY OTHERS
<br />1AW OPERABLE SILL
<br />7 AUTSWING/INSWING-NO ANCHOR REQUIRED
<br />MEPAREDeY `
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<br />DWG. R
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<br />INS!ALLA DON NOT F. Si
<br />1 ON III INS TALLA DON ANCHOR IS RFQUIRFD AT FAC14 ANCHOR LOCATION SHOWN
<br />! SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(SL MAXIMUM ALLOWABLE
<br />SHIM STACK TO BE 1/4INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 5HIM(S) SHALL BE A
<br />NON COMPRESSIBLE COMP051TE OR BETTER
<br />3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING EXIT 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 BLOCK AND GROUT FILLED BLOCK, DO NOT INSI ALL INSTALLATION ANCHORS INTO MORTAR
<br />IOINTS. EDGE DISTANCE IS 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 />coNCRErF/MASONRY CONSTRUCTION.
<br />J INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
<br />FOLLOWING PROPERTIES
<br />A. WOOD MINIMUM SPECIFIC GRAVITY OF O.SS
<br />B. CONCRETE. -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
<br />C. GROUT FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH
<br />OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 200D
<br />PSI
<br />D HOLLOW BLOCK CMU UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
<br />OF 2000 PSI
<br />B Sit SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
<br />LOCATIONS, EDGE DISTANCES. IMSEOMENTS, AND SHIM SPACING
<br />9 OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HFAD OR IAMB AS LONG AS MINIMUM
<br />EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED,
<br />ANCHOR TABLE
<br />6'8" DOOMS
<br />B'6" DOORS
<br />TYPE
<br />MSK�
<br />TRA SUBSTE
<br />EMBEDMud
<br />MENT
<br />PAN.ANCHOR
<br />DWANCEE
<br />MAX. O.C.
<br />MAX. O.C.
<br />SPAONG AT
<br />SPACING AT
<br />IAMBS
<br />IAMBS
<br />WOOD SCREW
<br />qlU
<br />1X WOOD BUCK
<br />1112'
<br />314"
<br />17 112'
<br />171/4-
<br />OR FRAMING
<br />ITW TAPCON
<br />3/16,
<br />CONCRETE/CMU
<br />1-1/41'
<br />'-112"
<br />17 112"
<br />1, 114,
<br />ELCOULTRACON
<br />1/4'
<br />CONCIlf"ICANI
<br />13/8' CONE
<br />F
<br />171/?
<br />It 114'
<br />11/4" Emil
<br />ItW TAPCQN
<br />3/16"
<br />CONCRETE/CMU
<br />1 114"
<br />Y
<br />10"
<br />14 1/9
<br />W
<br />1 RR 12 1/7' PIN
<br />SCREWS
<br />DETAIL
<br />71JT PR,
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<br />Ir" ;CRC
<br />MULTIPOINTSHOOT BOLT
<br />PI ATE IOCATINI
<br />ION PLATE SHOWNI
<br />DETAIL B1
<br />VR 1'�'F
<br />02
<br />MHLTI-POINT SHOOT BOLT
<br />I- BOTTOM SHOOT
<br />BOLT PLATE
<br />PLATE LOCATION
<br />NOPR 4lIP1B911
<br />/T% SILL SECTION VIEW
<br />> HEAD SECTION VIEW
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<br />IMENIOR
<br />UERTENIOR
<br />LOCK JAMB
<br />5
<br />OUTSWING SHOWN - INSWING SIMILAR
<br />%%%9. 09 X 1 3/4` PFH
<br />A 09 X 2 112" PFH / W/HARDWARE
<br />W/ STRIKE HARDWARE 4'-0" UNITS)
<br />4 MPL STRIKE PLATES
<br />HINGE SC14EDULl
<br />DOOR HEIGHT
<br />QUANTITY
<br />8' 0"
<br />4
<br />17 112" MAX.
<br />O.A WIDTH
<br />3" TVP
<br />11
<br />�D
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<br />TYP. ANCHOR LAYOUT
<br />4• r A A r RddR Ia1aN1
<br />NOTE:
<br />NO ANCHORS REJUINtD AT THE SILL EUH SINGLE DOORS (X) ONLY,
<br />NUif,
<br />ODORS SHOWN ABOVE MAY ESE LEFT
<br />OR RIGHT HAND OPERATING DOORS.
<br />HINGE DETAII AT IAMB
<br />PLACE e9 X 21 2' PFH SCREW NEXT TO WEATHERSTRIP
<br />INIFRSDA
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<br />3. N9 X 3/4- PHILLIPS
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<br />4- S9 PHIUPS FLATHEAD WOOD SCREWS
<br />17
<br />USE 3/4' LENGTH FOR 6'4 DOORS
<br />USE 1" LENGTH FOR W-0' DOORS
<br />HINGE JAMB
<br />EXTERIOR
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<br />OUTSWING SHOWN - INSWING SIMILAR
<br />3 -48 X 2" PFH (%13 98 X 1 3/8" PFH (6'-V UNIT51
<br />WISTRIKEHARDWARE / IS 118 X 1 3/8" COMES W/HARDWARE
<br />(8' 0" 11N1T5J
<br />1- MPl STRIKE PLATE
<br />J EXTERIOR
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<br />4-48 X 1318 "PFH
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<br />BILL OF MATERIALS
<br />ITEMS
<br />DESCRIPTION
<br />MATERIAL
<br />1
<br />FRAME HEAD/IAMBS
<br />FINGER-IOINTFD PINF
<br />SOLID PINE
<br />IAMINATfO VENEER
<br />LUMBER
<br />COMPOSITE
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<br />3
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<br />4
<br />THRESHOLD
<br />S
<br />THRESHOLD
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<br />THRESHOLD
<br />/
<br />AFCO H•497 THRESHOLD
<br />-
<br />6
<br />THRESHOLD
<br />9
<br />THRESHOLD
<br />10
<br />ADA THRESHOLD
<br />11
<br />WEATNFRSIRIP
<br />URETHANE FOAM 4
<br />POLYETHYLENE
<br />12
<br />NON -COMPRESSION SHIM (0 75" MAX. INK I
<br />COMPOSITE
<br />13
<br />2X WOOD (SG MUST BE 0.55 OR GREATER)
<br />WOOD
<br />14
<br />It WOOD IS6 MUST BEO.SSORGREATERI
<br />WOOD
<br />15
<br />#10 WOOD INSTALLATION SCREW W/ 1 112" MIN. EMBEDMENT
<br />STEEL.
<br />16
<br />CONC.ICMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 31
<br />STEEL
<br />17
<br />BUR HINGE (SEE SCHEDULE SHEET 51
<br />STEEL
<br />18
<br />LOCK SERIES 400
<br />STEEL
<br />19
<br />DEADBOLT SERIES 700
<br />STEEL
<br />20
<br />ROCKWEI I MUL Ell -POINT TONGUE LATCH a 7322816EI 66 UNIT
<br />ROCKWELLMULTI-POINT TONGUE LATCH0173228MO" UNIT
<br />STEEL
<br />21
<br />HOPPE MUII•POINT HARDWARE H159ODD
<br />STEEL
<br />21
<br />HOPPE MULL POINT HE AD SHOOt BOLT PLATE LH S87B4091
<br />STEEL
<br />23
<br />HOPPE MULL -POINT HEAD SHOOT BOLT PLATE FIN 18183923
<br />STEEL
<br />24
<br />PU DOOR CORE
<br />MIN
<br />EDGE LIST
<br />SEE TAME SHEET 7
<br />m I 7X WOOD BUCK
<br />fW
<br />ri
<br />g�
<br />oiv
<br />WOOD ANCHOR
<br />SEE TABLE ON SHEET 1
<br />i HEAD (TYPICAL)
<br />OUTSWING SHOWN - WSWING SIMILAR
<br />SILICO►14
<br />`- 2X WOOD BUCK
<br />/ 4 OPERABLE SILL
<br />C OUTSWING - NO ANCHOR AEQUMED
<br />SIUCONt
<br />�-2X WOOD allCX
<br />OPERABLE SILL
<br />6 OUTSWING - NO ANCHOR REQUIRED
<br />> OvtIDNA11 Y, ANC.HOR CAN BF PLACED IN NARROW
<br />SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
<br />EMBEDMENT ANC EDGE DISTANCE ARE ACHEVIC-
<br />PREPARED&
<br />2X WOOD BUCK
<br />r
<br />G BUILDING DROPS, INC.
<br />2 L• / rlrr n4r.J r1 A.»e1.0 '.n nn
<br />W000 ANCHOk
<br />SEE TABLE ON BILLET 2 ,,,, , �,A
<br />s
<br />1 / g
<br />S >g
<br />a z
<br />A g
<br />MAX. 2X WOOD BUCK ti
<br />SHIM O Q `
<br />MIN. EMBED. 4 3$
<br />W i
<br />JAAMBEETdE
<br />TYPICAL OPERABLE SILL Z ? rz1=
<br />OUTSWING SHOWN -INSWING SI �LAR INSWING - NO ANCHOR REQUIRED h O W =
<br />Q 3 (y]•
<br />SILICONE ^ �_
<br />SILICONE W?
<br />r-2X WOOD BUCK .-ZX WOOD BUCK REMARKS I BY DA1
<br />A,ICADAuII AN•11,P 11utY Or
<br />NMerer»v DWI, ANIIDAIJA M1M
<br />OPERABLE SILL r OPERABLE SILL
<br />.• M'•'u Wn'h ,t•x.•un
<br />INSWING - NO ANCHOR REQUIRED OUTSWING - NO ANCHOR REQUIRED
<br />AFCO H497 ^,1,�LEIIEIL�-•. w,
<br />-.0
<br />* t S JA OA;rO
<br />F o-
<br />i Q
<br />SILICONE SII ICONE i ,Q P•
<br />/-7N WOOD BUCA It WOOD BUCK
<br />DATE 06.05.14
<br />g OPERABLE SILLS OPERABLE ADA SILL DWG. Y cHR.
<br />OUTSWING - NO ANCHOR REQUIRED 6 INSWING/OUTSWING - NO ANCHOR REQUIRED G L 1 M SS
<br />SCALE: NTS
<br />O
<br />M� `fir
<br />v) LJV
<br />cx'
<br />C n �
<br />W Lf1 r-I r-I
<br />1 Ln 4
<br />1.0 M M W
<br />LL Ln 00
<br />W Ln
<br />a000—
<br />Ln
<br />Ln Q 2 Q
<br />TOO t1 LL
<br />U Ln
<br />J W
<br />Ln W
<br />z z
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<br />I, Q v
<br />II, L
<br />Q
<br />,I
<br />Uo
<br />_ III
<br />SHEET TITLE
<br />DETAILS
<br />JOB No.
<br />221-22
<br />DATE: 10/29/2020
<br />SHEET No.
<br />
|