|
<br />CONNECTOR SCHEDULE
<br />SIMPSON USP
<br />stoc.k Nvrrber L..pllft stoc.k Nvrrber L..pltft
<br />H25 415 RTI 58>5
<br />H3 455 RT3 4/5
<br />H4 360 RT3 4/5
<br />H6 <=115 RT20 1105
<br />HIO <=105 RTI6 <=150
<br />METAl 2 8>10 ETAI4 <=1<=15
<br />METAl 4 1,240 ETAI6 1,245
<br />HET A20 1,400 ET A20 1,145
<br />ABlJ44 2,200 PAU44 2,240
<br />ABU66 2(300 PAU66 2,350
<br />OC4 <=18>0 PC-M44 1,3<=15
<br />E3CAb <=18>0 PGM40 1,3<=15
<br />PC46 1,410 PGM40 1,3<=15
<br />LUS210-2 1,110 JJS210-2 1,<=100
<br />LUS214-2 1,110 JUS2/4-2 1,<=100
<br />FHA<=I 135 KFHN1 T30
<br />MTSI2 IpOO MTWI2 1,055
<br />LTSI2 TT5 LPTA 1,535
<br />LTSI6 TT5 LTWI6 TT5
<br />MBHA356/<=I25 2,<=130 NFMH34C125 \,250
<br />LFTA 1,205 KLFTA 1,020
<br />HI5 1(300 HD2X 1,415
<br />HI6 1.000 RT22F 1,565
<br />MeT 3,<165 HTT22 5,3/0
<br />H6T-3 10,530 HU6T -3 'I ,TT 0
<br />H6T-4 <=1,250 HU6T -4 <=I,TTO
<br />
<br />r:\ 1-f")W"\RIIRNFTTF\RR4-()q()-R1IRNFTTF-~f")W,, R/C;/?()()4 .~: 1 C;:4R PM FWF
<br />
<br />2x4 BLOCKING-
<br />NAIL TO TOP OF
<br />BOTTOM CHORD
<br />OF 1st 2 1RUSSES
<br />@4'-0"
<br />
<br />
<br />SECTION
<br />
<br />MIN. 5/8" DRYHALL
<br />OR 1/2" CEILING BD.
<br />DIAPHRAGM
<br />SIMPSON METAI2
<br />OR USP ET AI4
<br />EA. END EA. 1RUSS
<br />FULL PERIMETER BOND
<br />BM. 8" CMU, 8" HIGH
<br />HlH*5 CONT. 25" LAP
<br />CORNER BARS
<br />
<br />1/2" = 1'-0"
<br />
<br />
<br />SIMPSON METAI2
<br />OR USP ETAI4
<br />
<br />FULL PERI METER BOND BEAM
<br />8" CMU, 8" HIGH HI 1-#5
<br />I CONT. 25" LAP CORNER BARS
<br />DRYHALL PER SPEC.
<br />
<br />
<br />1/2" GYPSUM OR 15/32" PL YHOOD
<br />CEILING DIAPHRAGM
<br />2-2"x 10" BEAM
<br />
<br />----#5 VERTICAL FROM SLAB TO
<br />BOND BEAM @POURED CELL
<br />(PER FOUNDATION PLAN)
<br />TOP OF HINDOH
<br />PER PLAN
<br />
<br />SOFFIT/FACIA
<br />PER SPEC.
<br />PER ELEV
<br />
<br />SIMPSON HTT22
<br />BEAM CONNECTION
<br />
<br />-P.C. LINTEL-POUR FULL
<br />(USE #5 IF SPAN OVER 0')
<br />
<br />ALUM. FRAME HINDOH
<br />(SIZE PER PLAN)
<br />INSTALL PER MFGR.
<br />APPROVED DETAILS.
<br />
<br />HOLLOH CORE FIBERGLAS
<br />OR HOOD COLUMN
<br />
<br />5/8"<t' THREADED ROD
<br />
<br />~
<br />-'
<br />"
<br />
<br />HINDOH SILL PER SPEC.
<br />
<br />P.C. CONC. SILL~
<br />
<br />HALLS-8" HOLLOH CMU \'-'
<br />(RUNN I NG BOND) \
<br />
<br />MINIMUM 2"x 8" P.T. LEDGER
<br />ATTACH TO MASONRY HITH
<br />1/2"q, EXP. ANCHORS @2'-0"
<br />r MIN. 10" ENGINEERED FLOOR
<br />JOIST SYSTEM @MAX. 24" ViI
<br />3/4" PL YHOOD DECK - MAX
<br />DEFLECTION RATING = 300
<br />
<br />5/8"<t' COUPLER~
<br />
<br />3/4" T ~ G
<br />PL YHOOD HI FULL PERiMETER BOND BEAM
<br />HA TERPROOF 8" CMU K.O., 8" HIGH ViI 1-#5
<br />COATING OR CONT. 25" LAP CORNER BARS-
<br />DIAPHRAGM L
<br />_ SLOPE ;.- r
<br />
<br />SIMPSON LU28 SIMPSON H3~
<br />JOIST HANGER USP RT1 "-
<br />2"x 8" FLOOR ISTS
<br />@Io M XIMUM SPACING
<br />2"x 4" BLOCKING @24"
<br />AS REQ'D FOR CEILING
<br />1/2" PL YHOOD OR OSB
<br />CEILlN6 DIAPHRAGM
<br />2"x 8" P.T. LED6ER
<br />ATTACH TO MASONRY
<br />EXP. ANCHORS @24"
<br />
<br />P.C. LINTEL-POUR FULL
<br />(USE #5 IF SPAN OVER 0')
<br />TOP OF HINDOH
<br />PER PLAN
<br />#5 VERTICAL FROM SLAB TO
<br />BOND BEAM @POURED CELL
<br />(PER FOUNDATION PLAN)
<br />
<br /> .,
<br /> L
<br /> [J:l
<br /> D
<br /> z
<br /> 2
<br />~ LL
<br />a
<br />=:J D...
<br />ill 2
<br />~ '-
<br />'>t ZSJ
<br />, ,
<br />u- a
<br />
<br />
<br />BP5/8 BEAM
<br />CONNECTION
<br />
<br />
<br />~
<br />,
<br />
<br />::..
<br />
<br />2-2"x 12" BEAM
<br />ViI 3/4" PL YHOOD
<br />FLITCH BETHEEN
<br />MEMBERS. BREAK
<br />FLITCH @THRD.
<br />ROD LOCATIONS
<br />
<br />
<br />HOLLOH CORE STRUC1VRAL
<br />FIBERGLAS OR HOOD COLUMN
<br />LOCA TE PER FLOOR PLAN
<br />
<br />5/8" SIMPSON HOLLOH COLUMN
<br />UPLIFT CONNECTOR. INSTALL PER
<br />SIMPSON CATALOG @EA. COL.
<br />
<br />
<br />ALUM. FRAME HINDOH
<br />(SI ZE PER PLAN)
<br />INSTALL PER MF6R.
<br />APPROVED DETAILS.
<br />
<br />5/8" <t' THREADED ROD
<br />
<br />5/8"<t' COUPLER ~
<br />
<br />EMBED ROD PER ~
<br />SIMPSON CATALOG
<br />HEADER BLOCK________
<br />FINISH GRADE
<br />
<br />P.C. CONC. SILL\
<br />
<br />FOOTING DOHELS: #5'S
<br />PER FDN. PLAN - EMBED
<br />0" MIN. INTO FTG. ViI
<br />10" (100 HOOK - LAP 25"
<br />@VERTICAL #5 ~
<br />#5 FROM FOOT I NG
<br />TO SLAB-ViI 12"
<br />HOOK EA. END
<br />@EA. COLUMN
<br />4" CONC. SLAB
<br />
<br />~
<br />
<br />HINDOH SILL PER SPEC,
<br />
<br />
<br />4"x 4" C.O.
<br />HEADER \
<br />BLOCK
<br />
<br />''/.. MIN. 1/2" DRYHALL ON
<br />, I"x 2" P.T. FURRING
<br />MIN. R=5 INSULATION
<br />BETHEEN FURRI NG
<br />rHALL, BASE ~ FLOOR
<br />. FINISH PER SPEC.
<br />
<br />~
<br />,
<br />
<br />::..
<br />
<br />10"x 20" FOOTING
<br />ViI 3-#5 CONT.
<br />(MIN. 25" LAP)
<br />
<br />S2
<br />
<br />@IH
<br />2 Stor~ Masonr~ ~a II
<br />PorcH <:And Balcon~
<br />10"X 20" Stem~all FootIng
<br />REVISED ~/I~/2004
<br />
<br />SECTION
<br />
<br />1/2" = 1'-0"
<br />
<br />SIMPSON H4 -------- .
<br />OR USP RT3
<br />@END 1RUSS TO
<br />TO OU1RIG6ER
<br />CONNS. (TYP.)
<br />
<br />_______ROOF SHEATHING
<br />
<br />AIL OUTRIG6ERS
<br />TO 1RIJSSES
<br />DROP END 1RUSS
<br />3-1/2" FOR 2"x 4"
<br />OU1RIGGERS @2'-0"
<br />(O'HANG PER ELEV.)
<br />II
<br />PREFABRICA TED
<br />HOOD 1RUSSES
<br />
<br />2"x 4" BLOCKING
<br />4'-0" ON TOP
<br />OF BOT. CHO~
<br />
<br />
<br />5/8" MIN. GYPSUM
<br />OR 1/2 CEILING BD.
<br />CEILlN6 DIAPHRAGM
<br />FULL PERI METER BOND BM
<br />8" CMU, 8" HIGH HI 1-#5
<br />CONT. 25" LAP CORNERS
<br />
<br />
<br />
<br />15/32" PL YHOOD~
<br />OR 1/2" 05.B. ,
<br />SHEATHING-NAIL .1'
<br />0" EDGES ~ INT,
<br />
<br />
<br />SIMPSON METAI2
<br />OR USP ETAI4
<br />(O/E) @EA. END ~
<br />4'-0" HIDTH OF
<br />GABLE END 1RUSS.
<br />
<br />E9
<br />
<br />~sum ceIIIn~ DIaphragm
<br />rect Truss 0 Masonr~
<br />End~all ConnectIon
<br />REVISED 4/1/2003
<br />
<br />SECTION
<br />
<br />1/2" = 1'-0"
<br />
<br />ROOF I NG COMPONENTS (PER
<br />ROOFIN6 SPECIFICATIONS) ON
<br />ENGINEERED HOOD 1RUSSES
<br />@24". TRUSS MFGR. TO PROVIDE
<br />ENGINEERED 1RUSS DRAHING
<br />PACKA6E TO DYNAGRAPHICS
<br />FOR USE IN S1RUCllJRAL DESI6N
<br />VERIFICATION PRIOR TO FINAL
<br />PERMIT DRAHING ISSUE____
<br />
<br />
<br />PER ELEY
<br />SOFFIT/
<br />FASCIA
<br />PER SPEC.
<br />
<br />,NSULATION
<br />PER SPEC,
<br />MIN. 5/8"
<br />RYHALL OR
<br />1/2" SLG. BD.
<br />SIMPSON METAI2
<br />OR USP ET AI4
<br />EA. END EA. 1RUSS
<br />-FULL PERIMETER BOND BM.
<br />8" CMU, 8" HIGH ViI 1-#5
<br />CONT. 25" LAP CORNERS
<br />TOP OF HINDOH
<br />PER PLAN
<br />P.C, LINTEL-POUR FULL
<br />(USE #5 I F SPAN OVER 0')
<br />ALUM. FRAME HINDON
<br />(SIZE PER PLAN) INSTALL
<br />PER MFGR. SPEC.
<br />
<br />P.C. CONC. SILL
<br />FULL PERIMETER BOND BEAM
<br />8" CMU K.O., B" HIGH ViI 1-#5
<br />CONT. 25" LAP CORNER BARS
<br />10" EN61NEERED FLOOR
<br />JOIST SYSTEM @Io" HI 3/4"
<br />H6 PL YHOOD DECKING (MAX.
<br />DEFLECTION RATING = 300
<br />
<br />
<br />~
<br />-'
<br />
<br />
<br />JOiST HANGER:
<br />SIMPSON HM210
<br />OR USP MPH210
<br />TOP OF HINDOH
<br />PER PLAN
<br />P.C. LINTEL-POUR FULL
<br />(USE #5 IF SPAN OVER 0')
<br />
<br />ALUM. FRAME HINDOH
<br />(SIZE PER PLAN) INSTALL
<br />PER MFGR. SPEC.
<br />
<br /> .,
<br /> L
<br /> en
<br /> ~
<br /> 2
<br />~ LL
<br />a
<br />=:J D-
<br />ill g
<br />~
<br />~ ZSJ
<br />I ,
<br />u- a
<br />
<br />P.c, CONC, SILL
<br />#5 VERTICAL FROM SLAB
<br />TO BOND BEAM @POURED
<br />CELL (AS SHOHN ON FOUN-
<br />DATION PLAN)
<br />8" HOLLOH cMU ViI
<br />MIN, 1/2" DRYHALL ON
<br />i I"x 2" P.T. FURRING
<br />: r INSULA TION PER SPEC.
<br />~ FOOTIN6 DOHELS: #5"5
<br />I' PER FDN. PLAN - EMBED
<br />II 0" MIN, INTO FT6. HI
<br />I 10" '100 HOOK - LAP 25"
<br />II @VERTICAL #5
<br />. HALL, BASE ~ FLOOR
<br />r FINISH PER SPEC.
<br />
<br />
<br />
<br />;.r
<br />
<br />:i
<br />t:-
<br />N
<br />
<br />~H
<br />2 stor~MaSOnr~ ~all
<br /><:11-4" 1st I - <:11-4 2nd FI
<br />10"x 20" 5temlNall FootIng
<br />REVISED ~/2012004
<br />
<br />SECTION
<br />
<br />1/2" = 1'-0"
<br />
<br />
<br />
<br />DRY HALL PER SPEC.
<br />I DBL. TOP PLATE
<br />i
<br />i
<br />
<br />LI DRYHALL PER SPEC.
<br />. 2"x 4" STt.JD HALL @Io"
<br />I (OPTIONAL-2"x o"STt.JDS)
<br />P.T. BOTTOM PLATE
<br />~ DBl. TOP PLATE
<br />DBl. SllJD ALL OPGS.
<br />USE 2-2"x 8" HEADER
<br />@OPGS. OVER 0'-0"
<br />
<br />SIMPSON H6
<br />OR USP MTHI2
<br />TRUSS TO BEAM
<br />
<br />MIN, 5/8'~RYHALJ.-
<br />CEILING. OPT. 1/2' )
<br />PL YHOO OR OSB
<br />
<br />SOFFIT/
<br />FASCIA
<br />PER SPEC.
<br />
<br />@ENDS OF 2-2"x 10" BMS,
<br />CONN, TO MASONRY HI:
<br />SIMPSON LUS210-2
<br />OR USP JLJS210-2
<br />SI MPSON BC4,
<br />OR USP PCM44
<br />POST CAP
<br />NERIFY UPLIFT
<br />H/TRUSS DHGsJ
<br />
<br />4"x 4" 6R. II
<br />P.T. PINE COL.
<br />
<br />z
<br />a
<br />i=
<br /><(
<br />>
<br />ill
<br />-I
<br />ill
<br />[i
<br />ill
<br />D...
<br />
<br />
<br />:i
<br />~
<br />N
<br />
<br />
<br />2"x4" SllJD HALL @Io" P.T.
<br />BOTTOM PLATE ~ DBL. TOP
<br />PLATE. DBl SllJD ALL OPGS.
<br />USE 2-2"x 8" HEADER
<br />@OP6S. OVER 0'-0"
<br />
<br />;.[
<br />'>t
<br />I
<br />
<br />::..
<br />
<br />ZSJ
<br />
<br />8"x 10" FOOTING
<br />HI 2-#5 CONT.
<br />(MIN. LAP 25")
<br />
<br />4"x
<br />
<br />@
<br />
<br />4" ~ood Column
<br />REVISED ~/Iq/2002
<br />
<br />SECTION
<br />
<br />1/2" = 1'_0"
<br />
<br />~
<br />-'
<br />"
<br />
<br />
<br />2'-0"
<br />
<br />2-#5 CONT
<br />(MIN. 25" LAP)
<br />
<br />2'-0"
<br />
<br />1/2" ANCHOR BOLTS (OPT.: 1/2"x 5"
<br />STt.JD, SLEEVE OR HED6E ANCHORS)
<br />EA. SIDE OF ALL OPGS. ~ @4'-0"
<br />
<br />#5 FOOTING DOHEL
<br />Hl12" HOOK EA. END
<br />PER FDN, PLAN
<br />
<br />L
<br />;'f
<br />1-
<br />::..z
<br />L ~
<br />'>t
<br />S2 '>t
<br />
<br />3/4" H6 PL YHQOD DECKING
<br />ON 10" PRE-ENG, FLOOR JOIST
<br />SYSTEM @Io", EXTEND TOP PLATES
<br />FOR TOP BEARIN6 ON LED6ER
<br />(MAX DEFLECTION RATIO = 300)
<br />
<br />J
<br />
<br />20"x 10" FOOTING
<br />ViI (3)- #5 CONT,
<br />(MIN. 25" LAP)
<br />
<br />1'-8>"
<br />
<br />
<br />QptlonClI Foottng2
<br />
<br />~/;,C: T~;?N ~
<br />2 Stor~
<br />Intertor Load BearIng ~all
<br />REVISED 3/11!J/2004
<br />
<br />SIMPSON H25 OR USP RT1
<br />JOISTS TO LEDGER CONN.
<br />(OPT.: lod NAILS)
<br />2"x 12" LEDGER ViI 1/2"
<br />EXPANSION ANCHORS @4'-0"
<br />Ledger
<br />
<br />~I~~~
<br />
<br />MINIMUM HEADSPACE~
<br />
<br /><SUARDRAIL - TOP MIN. 42"
<br />INTERMEDIATE RAILS OR ORNAMENTAL
<br />PATlERN HilL NOT ALLON PASSA6E
<br />OF 4" SPHERE THRU ANY OPG. UP TO 34"
<br />A BOTTOM RAIL OR CURB HILL REJECT
<br />PASSA6E OF A 2" SPHERE.
<br />
<br />1~
<br />~
<br />LL
<br />a
<br />D...
<br />2
<br />1:) UJ
<br />-' >
<br />~ 2
<br /><(
<br />ill
<br />\)
<br /><(
<br />D...
<br />~
<br /><(
<br />ill
<br />I
<br />:i
<br />5:
<br />OJ
<br />-'
<br />,I:>
<br />
<br />~
<br />~
<br />
<br />
<br />~
<br />-'
<br />
<br />..J
<br />LL
<br />:i
<br />LL
<br />W
<br />>
<br />2
<br /><(
<br />N
<br />'>t
<br />
<br />
<br />
<br />2"x 2" P NDLES
<br />
<br />111@ftllll
<br />LANDING TO BE MAX.
<br />" BELON INSIDE FLOOR
<br />LEVEL
<br />
<br />~
<br />
<br />DETAIL REFERENCES: FBC
<br />10015 (PLUS EXC, I): HANDRAILS, 1001.1: HEADROOM
<br />1015.1.2: <SUARDRAIL HT., 1015.1.2: 6UARDRAIL OP6S,
<br />1008.2: HANDRAIU<SUARDRAIL DESI6N .$ CONST.
<br />1012.1.0: LANDINGS, 1020.5: <SUARDRAILS (RESIDENTIAL)
<br />FBC 1001.3.1: THE SUM OF 2 RISERS .$
<br />I TREAD (EXCLUSIVE OF I" NOSING) is NOT
<br />LESS WAN 24" AND NOT MORE WAN 25".
<br />('1-1/4" + 1-3/4" + 1-3/4" = 24-3/4")
<br />
<br />HANDRAILlN6 @STAIRS NOT REQ'D
<br />HHEN LESS THAN 4 RISERS
<br />
<br />
<br />~R
<br />
<br />Handratl and
<br />Guardrail Details
<br />REVISED ~/I~/2002
<br />
<br />DETAIL
<br />
<br />~INDOWDOOR INSTALLATION:"
<br />INSTALL HINDOHS AND DOORS FOR
<br />SPECIFIED DESIGN HIND LOAD PRESSURE
<br />PER FBC 2001 (CH. 10, 1101.4.1 ~ 1101.4.3)
<br />DESIGN HIND PRESSURE = 30PSF:t - VERIFY
<br />FOR INDIVIDUAL HINDOHS/DOORS
<br />PER HIND ZONE LOCATIONS AND PER
<br />MANUFACTt.JRER SPECIFICATIONS.
<br />INSTALLATION PER MF6R. SPECS.
<br />AND ENGINEERING DHG. DETAILS
<br />(FURNiSHED BY HINDOHlDOOR MFGRJ
<br />
<br />1/2" = 1'-0"
<br />
<br />t
<br />
<br />i
<br />I
<br />i
<br />
<br />z
<br />a
<br />i=
<br /><(
<br />~I
<br />-Ii
<br />Wi
<br />[ii
<br />W!
<br />D...i
<br />I
<br />
<br />z
<br />()
<br />i=
<br /><(
<br />>
<br />W
<br />-.J
<br />W
<br />[i
<br />W
<br />D...
<br />
<br />'>t
<br />~
<br />
<br />1/2" A.B. @4'-0" ~ CORNERS
<br />HlMIN. 0" EMBED. OPTIONAL-
<br />1/2"x 3-1/2" STt.JD, SLEEVE
<br />OR HEDGE ANCHORS
<br />
<br />ROOFING SPECIFICATIONS:
<br />I. ROOFING COMPONENTS SHALL CONFORM TO FBC 2001
<br />SECTION 1501 MATERIAL AND INSTALLATION REQUIREMENTS
<br />FOR THE BASIC HIND SPEED SHOHN IN THE DESI6N LOADS.
<br />SHINGLES SHALL MEET ALL REQUIREMENTS OF ASTM D3101
<br />(INSTALLATION METHODS, FASTENERS AND MATERIALS)
<br />PROOF OF COMPLIANCE SHALL BE PROVIDED AT THE JOB
<br />SITE FOR ROOFIN6 INSPECTIONS.
<br />2. ROOFING TO BE INSTALLED ON PRE-ENGINEERED HOOD
<br />1RUSS SYSTEM 24" (UNLESS OTHERWISE SPECIFIED)
<br />3. ROOF S1RUCTt.JRAL PANELS: MIN. 15/32" PL YHOOD OR
<br />1/2" 05.5. H/8d COMMON NAILS @o" EDGES AND 0"
<br />INTERMEDIATE.
<br />4. UNDERLAYMENT: 15lB FELTON ROOF DECKING PER ASTM
<br />D220 TYPE I OR ASTM D480'1 TYPE I. (ROOF SLOPES
<br />OF 2:12 - 4:12 REQUIRE 2 LAYERS OF UNDERLAYMENT).
<br />5. METAL ROOFING SHALL COMPLY H/FSC 2001 1501.5.3 ~
<br />TABLE 1501.5.3 (AS REQUIRED)
<br />o. FLASHING SHALL COMPLY HITH FBC 1501.3.'1
<br />1. DRIP ED6E SHALL COMPLY HITH FBC 2001 1501.3.'1.3
<br />8, CRICKETS SHALL COMPL'( HITH FBC 2001 1501.3.'1.4
<br />
<br />DESIGN LOADS:
<br />
<br />5051c HInd Speed IIOMPH
<br />Exposvre cotogorlj: B
<br />
<br />ImportClnce Fodor: I
<br />Internal Pressure Coer.: :t,Ie>
<br />
<br />Plans DeSigned and Enqlneered
<br />In Accordonce Hlth FBG 2001
<br />Sed. 1000, IIOHPH 50slc Hlnd Speed
<br />i NTERPOLA TED FROM FBC HI NO ZONE MAP
<br />Mlc.hoel A. Robinson, P.E.
<br />FL 2e>311
<br />
<br />Roof: LL 20PSF
<br />DL 10PSF MIN.
<br />L!vlng Areo: LL 40PSF
<br />DL 15PSF
<br />60rage Slob, 50PSF MIN.
<br />Components ~ Cladding
<br />Design Hlnd Pressure (DHP):
<br />POS./NEG. 30PSF
<br />
<br />fJ\0t---
<br />
<br />/" REVISIONS BY
<br /> t-
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