HomeMy WebLinkAbout38203-Z OFFICE:
CUTCHOGUE, NY
TRUSS SPACING 7'-6" O.C. JOB NO.
LIVE LOAD 20 PSF 128-029334
DEAD LOAD 7 PSF
4 . S CEILING LOAD - PSF
TOTAL LOAD 27 PSF
5- 4- 7
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128029334-R1 ~ ~
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IQ zi- 9- o ~ OC
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CUSTOM 22' S.C. TRUSS z
SCALE: 112"= 1'-0"
W
IV
Z
3' WIDE
W
(ZONE 2 8, 3)
U w a
ag
~
2x4 PURLINS O 16" O.C. TQ ~ 7 / 1 _ ~ ~
3' WIDE ONS A 1 2 W U
(ZONE 2 & 3~ ~~0.VOGpt~ 60d R.S. NAIL ~i ~ O
1'-3 5/8" SA
JSS PND ~Np RP V ~ ~ ~
EO~P'tE ~ 20 GA. GALVANIZED
e~~N TNtEAM O TOP CHORD o PURLIN CONNECTOR ~ X
-INDICATES PURLINS TO BE FASTENED OF TRUSS G
w/HEADLOK .19" x 6.0" FLATHEAD LAG ~ ~ Z m
SCREW, ALL OTHER PURLINS TO BE ~ Q
FASTENED w/60d R,S. NAIL ~ ~
~ ~1)#9x1"TRU-GRIP SCREW ON PEAK SIDE AND ` 11 1 =
22 WIDE BUILDING PURLIN LAYOUT (2)#9x1"TRU-GRIP SCREWS ON EAVE SIDE OF Q
SCALE: 1/2" = 1'-0" PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT a
BEFORE FASTENING CLIPS Q
g
2x4 BUTTED PURLIN DETAIL
J
(PURLIN CONNECTED WITh 60D R.S. NAIL) ~
SCALE: 1 1 /2" = 1'-0" _
. JI T
O J'7 ~/2 DRAWN BY: D8
2x4 PURLIN n DATE: 06/26/13
n
HEADLOK .19"x6.0" FLATHEAD LAG SCREW li
CHECKED BY.~ MURPHY
(ICC-ES REPORT ESR-1078
~ / DATE: 07/02/ 13
REVISED DATE:
~ 20 GA. GALVANIZED
o PURLIN CONNECTOR REVISED DATE--
TOFTRUOSSD REVISED DATE -
~ EVISED DATE
0•
(1 J #9x1"TRU-GRIP SCREW ON PEAK SIDE AND ~ 3 yAP~P~'D L~'~Ci OPF~•
(2J #9x1"TRU-GRIP SCREWS OIJ EAVE SIDE OF • "
~ O•
PURLIN IN HOLES SHOWN (JOINT MUST 8E TIGHT r ' ~
BEFORE FASTENING CLIPS 3y '
2x4 BUTTED PURLIN DETAIL ~ 1 ,„n„1,~
(PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) ~ Q~ _ Q~ '
SCALE: 1 1 /2" = 1'-0"
SCALE AS NOTED
SHEET NO.
S3 of S9
I
OFFICE.'
DESIGN AND EXPLANATORY NOTES CUTCHOGUE. NY
JOB NO.
1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-029334
OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS.
~i VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE
d' ~ OWNER.
~ 12'-0" ~ 12'-0"+ 2.) * -INDICATES DIMENSIONS ARE TAKEN FROM THE OUTSIDE FACE OF THE ~ o_
3.0' WIDE EXISTING BUILDING NAILERS.
(ZONE 2 b 3) ~ n
SHINGLES OVER RIDGECAP
2 w
SHINGLES EXISTING HOUSE ~ m
O ~
5" O.G. GUTTERS 4 b ~ Z
- \ ~
HI-RIB STEEL SIDING 3 ~ 6E ~ 2
a
T#21 CORNER TRIM ~ / n
T#167 TRANSITION TRIM ® 4E 2 `7l
HI-RIB STEEL WAINSCOT [LL]~LI L
T#167 BASE TRIM 2
D°a 5 1 W
w
T# 1 1 /T# 126 TRIMS M W F RS
3.0' WIDE
(ZONE 5) Reference W
21'-0" I3#0"~ Comer H
~ Z
4 q W
m o Z
~ WEST ELEVATION ~ 3 a
a ~
U f--
~ U
w w Z
~To
3.0' WIDE y O
(ZONE2 b3) ~ ~ % ~ ( 1 ~
_ ~ ~ EXISTING HOUSE v
T#191 TRIM ~
T#150 DRIP EDGE 12 Q x
m
4.5~ Z O
HI-RIB STEEL SIDING ~ a
T#141 TRIM O
C/) Z
T# 167 TRANSITION TRIM 1 1 1 h
HI-RIB STEEL WAINSCOT Q
w
T# 167 BASE TRIM a
g
J
J
3.0' WIDE
IZDNE 51 >
2
NORTH ELEVATION
j/// DRAWN BN DB
3.0' WIDE DATE: Ob/26/13
tZONE 2 b 3)
/EXISTING HOUSE CHECKED BY,' MURPHY
i i i i CULTURED
~//y///y/j/ STONE ~ r DATE.' 07/02/13
IZONE 3)
(ZONE 21 REVISED DATE:
(ZONE 3) REVISED DATE'
1
~i
R SED ATE: -
REVISEO DATE:
_ CULTURED STONE ~s~~+n~=+y,.
a,E YO
- 8 yP_p~' L SGT "F~
~ e
~ e
9 '
1
` ` 3.0' WIDE
' (ZONE 5) ~ °K' nnn 1 2
4 ~
o I
N P
:o i. ~ SCALE: AS NOTED
N 2' e'
EAST ELEVATION SCALE: SHEET NO.
4' ,b' S4 of S9
OFFICE.
CUTCHOGUE, NY
JOB NO.
SHINGLES 128-029334
GABLE PURLIN FLASHING 1 /2" CDX PLYWOOD SHEATHING
T#150 DRIP EDGE 2x4 PURLINS @ 16" O.C. a~ ~ (41 0.135" x 2 1 /4" R.W. NAILS OR 1 bd R.S. NAILS
2x6 FASCIA
0
(1) 20d R.S. NAIL THROUGH STRAP
T#194 TRIM 6" END OVERHANG ~ ~ ~ ~ ~ & INTO BRACE
~ d~
SOFFIT , ~ ~ ~ 2' END BRACE STRAP W/PRE-PUNCHED - N
HI-RIB/SOFFIT CAP TRIM i ~ i ~ HOLES (BEND TO FIT) FASTENED W/
i' , ~ (3) 0.140 x 1 1 /2" R.S. NAILS ~
i ~
~ i CUSTOM 22' S.C. TRUSS ~ ~ i ~ m
i ~ ~ ~ 2xb DIAGONAL BRACING FASTENED O f
2-2x6 E.C.E. i ~ / , ~ ~ TO COLUMN W/(4~ 16d R.S. NAILS Z
~ CUSTOM 22' S.C. TRUSS d! m
FLUOROFLEXTM 1000 HI-RIB STEEL ~ ~ ~ (2) 1/2"x5 1 /2" M. BOLTS & - / 1~ 0
(4) 20tl R.S. NAILS `J x
a
2x47RUSS TIE Z
OC
1 1 1
1
171
CUSTOM 22' S.C. TRUSS Z
7/16" OSB SHEATHING ~ O W_
BUILDING WRAP
(2) ROWS 2x4 NAILERS CULTURED STONE N
(2100 MSR SPF) Z
2x6 NAILER W
(2) 2x12 HEADERS ~ Z ~
(3) 2x6 STUB COLUMN HEADER NAILING SCHEDULE U w
2x6 BLOCK ~NO.1 SYP) S ~
HEADER STUB JAMB G ~
MEMBER COLUMN COLUMN ~ g
O.H.D.? EA.2x12 8 8
2x2 BLOCK ~ ALUMASEAL ~ ~ _
T#151 T#152 ~ ~O
J
2x3 JAMB (BEYOND; 7~-2 NOTES: W 1 1 1 Z
BOTTOM 2' TREATED) GRADE TO BOTTOM 1. NUMBERS ABOVE ARE god R 5 NAILS O
OF 2xb BLOCK REQUIRED PER CONNECTION.
25 1 /4" LOWEST - ~3) 2x6 JAMB COLUMN (BEYOND) ~ 2. PRE-DRILL HEADERS AS REQUIRED Z O
TO PREVENT SPLITTING. ~ 1
MEMBER CUT-OFF 2x6 TRACK BLOCK (BEYOND; J
BOTTOM 2' TREATED) 3. IF NUMBER OF NAILS REQUIRED FOR
HEADER TO JAMB COLUMN CONNECTION ~ ~
OHD HEADER SECTION C IS EXCESSIVE TO CAUSESPLITfING, ~ O
~'{„''e`,..'q'v%'.^;
: .ryiH*~;'-;:C+v~~'I+:4, THE EXCESS NAILS MAY BE INSTALLED
IN HEADER SUPPORT BLOCKING. m
FINISH GRADE SCALE: 1"= 1'-0" Z 0
a
4'-0" j BUTT T#111NT0 EXISTING BUILDING 1 1 1 2
TO CAP HI-RIB (CAULK BETWEEN). Q
RIP HI-RIB DOWN CENTERLINE OR AS a
NEEDED&CAP T#il W/T#126. - Q vi
218M X14 GA.~ COLUMN STILT Q FLUOROFLEX 1000 HI-RIB STEEL 1 1 1 g
8" THICK MINIMUM READY-MIX CONCRETE J
BELOW BOTTOM OF LOWER COLUMN WITH J
ADDITIONAL READY-MIX TO TOP OF 278M STILT (9"±). Q
16 0 • PLACE CONCRETE BELOW AND ABOVE BOTTOM OF EXISTING HOUSE 2x4 NAILERS 2
LOWER COLUMN IN ONE OPERATION. / 2x4 BLOCK BETWEEN NAILERS
3-2x6 LAMINATED COLUMN
ENDWALL SECTION B i i DRAWN BY: DB
SCALE: 1/2"= 1'-0" ~ CUSTOM 22'S.C. TRU55 (ABOVE) DATE.' 06/26/13
I I CHECKED BY: MURPHY
CONNECTION DETAIL#1 DATE: 07/02/13
SCALE:11/2"=1'-0" REVISED DATE.
j REVISED DATE:
~ CUSTOM 22' S.C. TRUSS (ABOVE) REVISED DATE:
/I REVISED DATE.'
~ ~ 3-2x6 LAMINATED COLUMN
~ ~ 2x4 BLOCK BETWEEN NAILERS
' enur~rW~y~
EXISTING HOUSE 2x4 NAILERS @ 16" O.C. ~~OF NEyyY
/ 7/76" OSB SHEATHING ~'15P •O L O,p~
BUILpING WRAP
* 2y ~
'9
O-]~~ ~
CULTURED STONE
CONNECTION DETAIL#2
SCALE: 1 1 /2" = 1'-0"
SCALE: AS NOTED
SHEET NO.
S6 of S9
OFFICE:
CUTCHOGUE, NY
JOB NO.
128-029334
i'
(2) ROWS OF SELF-ADHERING WATERPROOF ' ~ /
MEMBRANE WITH(1) LAYER OF 15# ROOFING FELT ~ r---
ON THE REMAINDER OF THE ROOF _ _ _ _
1/2" CDX PLYWOOD SHEATHING ~--L J CUSTOM 22=S.C. TRUSS
SHINGLES
_ - - - - - - - - ~ N
2x4 PURLINS @ 16" O.C.
3-2x6 LAMINATED JAMB COLUMN ~ m
O ~
2x4 NAILERS @ 16" O.C. ® ~ Z
(N0,2 SPF( Z
O
CUSTOM 22' S.C. TRUSS / 'CULTURED STONE y
EXISTING HOUSE ~
8'-7 1 /4" 7/ 16" OSB SHEATHING Q z
GRADE TO HEEL BUILDING WRAP
2x4 TRUSS TIE
1 1 1
MORTAR SETTING BED? 1 1 1
METAL LATH WITH MORTAR SCRATCH COATS z
1/2"x5"CCA TREATED PLYWOOD - W
(1) ROW 2x8 TREATED SPLASHeOARD N
1/2" GYPSUM WALL BOARD FASTENED TO EXISTING SHEATHING WEEP SCREED (IF REQUIRED(? ~ Z
4" CONCREFE FLOOR?
OR DIRECTLY TO EXISTING STUDS. USE FASTENERS W/MINIMUM W
3/4" PENETRATION INTO EXISTING STUDS.~(REMOVE EXISTING FINISH Z
SIDING BELOW NEW PURLINS. / GRADE r , • , / \ Q
CONNECTION SECTION D 2x6 TREATED FACEBOARD 4'
SCALE: 3/4"- 1'-0" SPLASHBOARD TOFTOP OF ST MINIMUM COMPACTED GRANULAR BASE ? L g
_ )LAYERS OF 1 1 /2" W IDE x6" TALL U
FOOTING YROFOAM INSULATION ~
4'-0" (IF EXTERIOR CONCRETE IS 70 BE ~ U J
INSTALLED NEXT TO BUILDING) W
1'-b" LONGER LOWER ~ O
218M (14 GA.J COLUMN STILT / 1 ~
8" THICK MINIMUM READI-MIX CONCRETE o
BELOW BOTTOM OF LOWER COLUMN WITH
EXISTING VINYL SIDING ' ~ ADDITIONAL READI-MIX TO TOP OF 218M STILT (9"±J. x
16"{d PLACE CONCRETE BELOW AND ABOVE BOTTOM OF ~ m
NEW VINYL "J"CHANNEL (COLOR MATCH TO LOWER COLUMN IN ONE OPERATION.
EXISTING SIDING AS CLOSE AS POSSIBLE) Z O
T#191 CONNECTION TRIM (REMOVE SIDEWALL SECTION F V) i
ENOUGH EXISTING SIDING FOR
INSTALLATION) SCALE: 1/2"=1'-0" 1 1 1 =
(2) ROWS OFSELF-ADHERING WATERPROOF Q rc
MEMBRANE WITH(1) LAYER OF 15# ROOFINv FELT y
ON THE REMAINDER OF THE ROOF Q vi
1/2"CDX PLYWOOD SHEATHING 1 1 1 g
SHINGLES
~Q
2x4 PURLINS @ 16" O.C. ~XISTING BUILDING
4" CONCRETE FLOOR
EXISTING HOUSE DRAWN BY: DB
° a ° DATE: 06/26/13
CUSTOM 22' S.C. TRUSS ~ ~ ° ~ ~ ~a+ CHECKED BY: MURPHY
DATE 07/02/13
-4"MIN. COMPACTED GRANULAR BASE ? REVISED DATE:
2x4TRU5STIE ,
EXISTING FOUNDATION REVISED DATE:
WALL ° e REVISED DATE
REVISED DATE.'
c
ASSUMED 48" ~ e ' a
pF NEN:
1/2" GYPSUM WALL BOARD FASTENED TO EXISTING SHEATHING l.~ DIG AS CLOSE AS POSSIBLE TO TOP OF THE 46M BASE ANCHORS SE
OR DIRECTLY TO EXISTING STUDS. USE FASTENERS W/MINIMUM EXISTING BUILDING FOOTING. 8 y,~P ey0 L SLA O,p~~
3/4" PENETRATION INTO EXISTING STUDS.~(REMOVE EXISTING / 2.~ HAND DIG AND CLEAN SPACETO CREATE A f O= O * E
SIDING BELOW NEW PURLINS. ~ FOOTING OBE THOEOSAME DEOPTHOAS OFEENLARGED r = i
EXISTING FOOTER(. ~ ~ 4
3.( POUR AREADI-MIX PAD TO A MINIMUM DEPTH a
OF 4" ABOVE THE TOP OF THE EXISTING FOOTER.
4.) NAIL LOWER & UPPER COLUMN TOGETHER. 1 O~ ~ - 3
CONNECTION SECTION E UNMODIFI DUCOLUMnI BASED ON THE ODD ~
SCALE: 3/4"= 1'-0" EMBEDMENT DEPTH.
5.) BACKFILL WITH READI-MIX TO APPROXIMATELY FOOTING DETAIL
4" BELOW THE 60TTOM OF THE NEW CONCRETE SCALE: AS NOTED
FLOOR. SCALE: 1 1'-0" SHEET NO.
S7 of S9
OFFICE:
CUTCHOGUE. NY
JOB NO.
128-029334
_o
CUPOLA CAP ~
No
^ m
I~
W
CUPOLA ROOF ~ ~ ~
OZ
w
11~~ Z
#8 x 3 1/2" WOOD SCREWS SPACED ~l 2
AS SHOWN ABOVE TO AVOID DOOR . ^
INSTALLATION SCREWS v
7/16" 056 PANEL 7
. . DC
CUPOLA SIDE FRAME ® V
/ ` CUPOLA BASE FRAME
6, ~ T#167 z
C ~ ~ ~ 3/4" O58 CUPOLA SUPPORT
CUPOLA BASE TRIM DOOR JAMB
, 2"x4" ROUGH FRAMING . W
/ 2x4 BEVELED BASE BLOCK zI N ~
l 2x4 CUPOLA BLOCKS® w
WALK DOOR JAMB DETAIL U Z
a
FLUOROFLEX 1000 HI-RIB STEEL < ~
2x4 PURLINS L ~
Q 3
NOTE: U
DOOR PANEL AND WINDOW PROTECTION
DETAILS ARE FOR INSTALLATION ~
INSTRUCTIONS ONLY. AND ARE NOT HEAD FLASHING W
PROVIDED OR INSTALLED BY MORTON 7/16" OSB PANEL ~ ZO
BUILDINGS' INC. OR MORTON BUILDINGS' DOOR SLAB = O
SUBCONTRACTORS AND ARE THE OWNERS
RESPONSIBILITY. U ~
o
CENTERI LINE OF CUPOLA Q ~
II` WALK DOOR SECTION m
~ ~ 4
12" 12" _
Q39 FRAMING CLIP ® ~/7 Z
WINDBOURNE DEBRIS PROTECTION -WALK DOOR w
2x4 PURLINS Q ~
a
g
2x4 CUPOLA BLOCKS ® J
J
PEAK PURLIN #8x3 1/2" WOOD SCREWS @ 10" O.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS Z
INTO THE 2x4 ROUGH FRAMING. PRE-DRILL HOLES IN ALUMINUM DOOR JAMB TO
ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL.
TRUSS PEAK HEAD FLASHING
- - DRAWN BY: DB
DATE.' 06/26/13
' CHECKED BY: MURPHY
' ~ DATE: 07/02/13
REVISED DATf.' -
FIRST PURLIN ~ REVISED DATE
REVISED DATE
I ~ EVISED DATE'
' ~ ~~~pF NEW yOgS
~ a Z.
o-~ ~ -
OSB PANEL IS 1" WIDER THAN THE WID7H OF THE DOOR
FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM
SCALE: AS NOTED
SHEET NO.
SH OF S9