285 Prospect approved plans 2013-07-10i
70 19570SC
SECOND FLOOR DECK
DEVINE RESIDENCE
T"I"><.t''''~~
-------Joist Materials -------
Type Qty. Product length
J1 28 IB 400 91/2" 30' 0"
J2 2 18' 0"
J3 28 v 16' 0" J4 8 v 10'0"
J5 3 v v 4' 0" Gl 4 2,0 Rigidlam lVll·3/4 x 9·112 16' 0"
G2 1 12' 0"
G3 1 8' 0"
G4 3 v v 4' 0"'
G5 2 2.0 Rigidlam lVll·3/4 x 16 20" 0" G6 2 v v 16' 0"
STR (RIL) 154009 112" 60' 0"
RXX 16 91/2" RIM SOARD 12' 0"
Post &. Beam Material
Type Qty. Product length
Bl 9 2.0 RigidLam LVL 1·314 x 9·112 10' 0" B2 4 8' 0"
B3 4 S' 0"
-------------Connector list -------------
10# Qty Model Number --------------------------H1 3 HU9
H2 22ITS2.56/9.5
H3 22ITS2.5619.5
P<l<'U~"=j~
::".:7~;:~~~'~ : t2::'~,,""~3'1=~'S~'
: ~ ... J;,,,. t,,"
ALLOWABLE HOLE LOCATIONS FOR IB JOISTS
. ,V'!''':,'.l:M ."_,_L0>Y~m} DESIGNER'S NOTE:
This drawing is an interpretation
based on the construction documents
provided to 7D Wholesale. It was
developed with the assumption that
the information in these documents
complies with local building code.
Our intention is to provide an
engineered wood product placement
plan only. AU dimensions, details
and materials should be verified by
the contractor prior to construction
to ensure that they match the actual
field conditions.
+-------',~~.-------~
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=,' :,' '~P;P;~P'4F"'4P:;HXf,;~qr : ~. H3
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~
DESIGN ASSUMES TRUSS ROOF
ESTIMATED #
SHEETS OF
SUBFLOOR 60
REQUIRED
QUANTI1Y IS FOR TAKEOFF PURPOSES ONLY
1"
AND DOES NOT
INCLUDE A WASTE
FACTOR.
ASSIJMf5 ONf PIECE OF R.r.I L48flED '·RXX'I-----+==:.-:......"---i
AHD ONE PIECE OF STARTE:R. JOIST LA&UD "STR" 1-....:.:..-t"-'.cc..::.----1
1920 SQ FT
G5-2-'11i
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QLOUes OJ .0 > f'o.,...q-o:c OJ 0
...... C:::c.. --I .....,
PROUD DISTRIBUTOR OF
-
Job ID #: 7D 19570SC
DEVlt-iE ;u:SIDEfiCE
Standard Loads
1ST AND 2ND FLOOR:
Live Load: 40 pst.
Dead Load: 15 psf.
Total Load: 55 psf.
Duration Increase: 100%
ATTIC:
Live Load: 30 psf.
Dead Load: 10 psf.
Total Load: 40 psf.
Duration Increase: 100%
Deflection Criteria:
JOists: Ll480 Live LlZ40 Total
Beams: L/360 Live LlZ40 Total
Date: 06/03/13 Time: 05:16 PM
SECOND FLOOR DECK
.-.u./ ..... " ...... , .. . I"""~~""'" "' .... " -., .. ,,.,,~~'
["f"",,:or.,...
.i
ALLOWABLE HOLE LOCATIONS FOR IB JOISTS
PLEASE CONTACT A 7·D FOR ANY ADDITIONALINFORIMTION
E
REVISED 07-10-13
DESIGNER'S NOTE:
This drawing is an interpretation
based on the construction documents
provtded to 7D Wholesale. It was
developed with the assumption that
the information In these documents
complies with local building code.
Our intention is to provide an
engineered wood product placement
plan only. All dimensions, details
and materials should be verified by
the contractor prior to constructfon
to ensure that they match the actual
field conditions.
70 19570SC
FIRST fLOOR DECK REVISED
DEVINE RESIDENCE
ESTIMATED #
SHEETS OF
SUBFLOOR 60
REQUIRED
QUANTITY IS FOR TAKEOFF PURPOSES ONLY AND DOES NOT INCLUDE A WASTE FACTOR. 1920 SQ FT
-------Joist Materials -.•••.•
Type Qty. Product Length
Jl 47 1840091/2" 30' o·
Gl 7 v v 16' 0"
R3 10 9 1/2" RIM BOARD 16' O·
R4 2 v v 13' 9·3/4"
STR (R/L) IB 400 9 112" 60' 0"
RXX 15 9 1/2" RIM BOARD 12' O·
-------Post a Beam Material ------.
Type Qty. Product Length
Bl 4 2.0 RigidLam LVL 1·3/4 x 11·718 34' 0" B2 4 32' O·
-------Blocking Materials -------
Type Qty. Product
FlO( (R/L) IB 400 9112"
-"-,'
Length
52' 0"
~
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E 0 U
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l-VI 0:::
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ClJ -;0 U VI
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Ln
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-or-
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f"-.., .. ::t.:t
Q
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0 --,
PROUD DISTRIBUTOR OF
Ii
Job ID #: 7D 19570SC
DP/I~lE RESIDENCE
Standard Loads
1ST AND 2ND FLOOR:
Live Load: 40 pst.
Dead Load: 15 pst.
Total Load: 55 pst.
Duration Increase: 100%
ATIIC:
Live Load: 30 psf,
Dead Load: 10 psf.
Total Load: 40 psf.
Duration Increase: 100%
Deflection Criteria:
Joists: Ll480 Live Ll240 Total
Beams: Ll360 Live Ll240 Total
Date: 07/10/13 Time: 09:05 AM
FIRST FLOOR DECK
ALL GRADES ASSUMED
ALL GRADES ASSUMED
CONTINUOUS RIDGE VENT WITH
SHINGLES APPLIED
DO
DO
DO
Front Elevation
5c01Ie-1/4"31-0"
CONTINUOUS RIDGE VENT WITH
SHINGLES APPLIED
E3
Rear Elevation
5cale-1/4'", 1'-0"
B
E3
8" SONO-TUBES TO 48" BELOW
5/4 X 4 MIRATEC CONER BOARDS
CONTINUOUS RIDGE VENT WITH
SHINGLES APPLIED
ALL GRADES ASSUMED
Left Elevation
5.:;ale-1/4',.1'-O'
PRJEl~M~NARY PLAN
R + H Greenwald rchltectural 3 II~-~ Drafting
285 Prospect St. NorthamptonJl I "":.=~ 3
': t'· .-:-... :.: \'" .,~,
20'-0"
\
•. ,. _ ...... _._ ... _:."':'O;~~.
Stair Section
Scale. 1/4'",1'-0'
12
;;, ~
';1 ;;'1
CONTINUOUS RIDGE VENT WITH
SHINGLES APPLIED
TYPICAL INTERIOR WALL
2X4 STUDS @ 16" O.C.
DOUBLE 2X4 TOP PlATE
2X4 BOTTOM PlATE
"
,-j
r:,j
TYPICAL ROOFING
CERTAINTEED THREE TAB SHINGLES
12" WIDE SNOW + ICE SHIELD TO BE INSTALLED AT ALL
EAVES AND VALLEYS,
SYNTHETIC PAPER UNDERlAYMENT
SIS" COX EXTERIOR GRADE PLYWOOD SHEATHING
RSO.4 SPRAY FOAM INSUlATION
TYPICAL SOFFIT
CONTINUOUS 6" DRIPEDGE
5/4 X S MIRATEC FASCIA
SIS" MOO VENTED SOFFIT
2·2X10 WINDOW HEADERS
TYPICAL EXTERIOR WALL:
2X6 STUDS @ 16" O.C.
DOUBLE 2X6 TOP PlATE
2X6 BOTTOM PlATE
1/2" COX PLYWOOD
J ~ J lOti' H U bd .. .. 1/2" LVL FLOOR JOISTS 16" OC
3/4" ADVANTEK SUBFLOOR
R21 SPRAY FOAM INSULATION
4 MILL POLY VAPOR BARRIER "TYPAR" HOUSEWRAP
FIBER CEMENT ClAPBOARD
;;, SIS" GYPSUM BOARD ON ALL WALLS +
CEILINGS. UNLESS OTHERWISE
NOTED
2X6 TREATE/~JLL ~ 9 1/2' LVL FLOOR JOISTS 16" OC
Sill SEAL 3·91/2" LVl 2" RIDGID THERMAX INSUlATION
WI TAPED SEAMS
1/2" DIA. HOOKED ANCHOR
BOLTS S" INTO CONCRETE, 6' -0-O.C. -MINIMUM
2 #4 BAR CONTINUOUS" S" FOUNDATION
3 112' LALLY COL WI CAP + BASE
#4 BAR 4S-O.C. IJI '"CONCRETEFLOORSLAB II IJI
2 #4 BAR CONTINUOUS, .1 I. .j
4" PERFORATED PVC FOOTING DRAINS
AROUND COMPLETE PERIMETER OF
BASEMENT. ENCASED IN A BED OF 314"
STONE 10 X lS CONTINUOUS FOOTING 30)( 30 x 14 FOOTING
4" CONCRETE FLOOR SlAB TO BE POURED OVER A MINIMUM OF S"
CRUSHED STONE + 6 MIl. POLYETHYLENE VAPOR BARRIER
EXISTING
c~ siC-V
20'-0"
64'-0"
. ~ ~ ~:". ~<~ .• :~ r".;--; -.>:: .>.:.->-.:: ;'.~ <-,,:<.,"-:::.~_:_·~'::_:.::~i;:;:; :::·:L:_~-~~~.:"c;:-;.~; :.:: -'.:~ :'-.;'--~:,~ t-'.: .;--~ < ;'::;·i<~~;<.:-->,,~ _:-:::'-.=. r.: .::; ;.>.;~;.->: <>::'-:" :.->.~ :--: <->,:~.>.> >~ -:", >:t: ~ >:>: -'-~.-: ~>.-:.</I
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~ @
N ACCESS ;:::
'" ~ 10'·1" 9'·9"
L.. __ .J ~ - 9 li2" LVL GIRT
4-SlAB
,
L.. __ .J
31/2-lAlLY COLUMN
USE EXISTING FOOTINGS
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0-
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Foundation Plan
Scale' 1/4'",1'"0'
64'-0"
-----FIBER CEMENT ClAPBOARQ---
I I I
I : S" SONO· TUBES TO 48" BELOW GRADE
u
Right Elevation
Scale: 1/4· .... 1'-0·
I I I I I I u
12
~ 17
D§
SHED SLAB ON GRADE
EXTERIOR DECK
5/4 X 6 AZEK PVC DECKING
AZEK RAILS
2Xl0 PT JOISTS 12" O.C.
~ '"
SectionNA PREl~M~NARY PLAN R + H Greenwald ~cann ~ rchltectura'
I Dnrftlng ~ Scale-1/4'",1'-0'
285 Prospect St. Northampton --...... -
-~-.. ---------.. -~------
(
fl
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~
~
~
5' g
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ZO'~O"
EXISTING RO.
OFFICE
~ i==64'-O"
1"
+ I 310416 MULLION
4'-6" 9'-0 12'-9" lS'-9"
1 310312 S:==;IO 312 MULLION 310210 AWNING
CJ l~IW"~ ~J I I I I I ~-2" 2'-6' 14'-S"
i I~ r-r-,60)' ~ =:=' I~ I ~ u::-:-=~ MASTER I=~ ~o ,."""""" ~ ~~ ~ ~ -r-I-r-v
I-l--'-1:2: =t:: BEDROOM I=~ ~ 1 .. ,,1 0'" I "",wi r;;;;;) I'f!~ -~ 510 5101_1-"I ~ I ·1 ·IL-J
I=t=, h-T == \::::/=t:: I·
DECK 12' X 35
10'-8
310 312 TRIPLE
16'-0"
~ DINING ~
to
, 15'-6"
~S'-4 ,
9 M
I l-~ I ~ I~
• I ~ ~I ?I • I ~ I ~
I' I I
~
~
10'-0"
TED b
WOOD
STORAGE I
1 i-
;=-~ \.7. • = = I r\0-r-! 1 ..... " . .,. I=~~ 310 0--1/( . JI 1== 3/0 '''''"o~~== I ~I KITCHEN. ~
~ .... I HALF WAlL BOTTOM FO WINDOW S' A80VE GRADE
I-f-II ,,~."''' II I. oov~~~'~ r ~k't)---\ "'~ l I· '" t-'-'--'~No,..""",NG---II J (1 ~ UP 3'-6" 6'-\:, ..J{-'li.},-6" 3'-9" 3'-6" 15'-0" 9'-10" 3'-2" ~ 6'-0" ~ '~-'
12" BOOKCASE FB 38 'o::t r 6-LVL BEAM 10 C;; ~"" 5JO ~ J 216 \ 310 CO __ 2-1 6:.11 POST .Z'WAU.HEICHT "' FULL HEIGHT I -~ o· ....l 216 216 2/6 , ,.... a: c...D....z.. 18"DEE;> y DESK 2'" DEEP ::> 0 WOOD 30" CUBBIES 310 l-fr_~ ~ Sf./ . ~ \j D '"'"'' NI, OOOKS'T, ~ -I ~~~ I STORAGE ~ 3/0
VJ EXISTING...,.....-." !: ";' ffi"'ffi 0 'THGH -----7i ~ con AGE i ~ i I : ;" 11 ~ ENTRY w.u 0 ./ I
I ~ ( "" : :;; TYPe x GYPSUM BOARD ~
NEW INTERIOR PARTITIONS : 8 : ~,~ -TO ROOF DECK ~ iii.... ~F . f....
..
~
. ! : " : r+---t-+-? 1.11 ~ ~ "" r-~ ~ 5-';' q , ~ , : -~ ~ 1:5 ~ ~ t f--.~ a;a~-'" ,-----, ~ ," -5' -~ r 5' LIVING a -' '-' <II: N 10 "-~Q. '" ff) ~ ::::J ~ H-::-=== ~ OFFICE ~ SIDING ~ ~ WOOD ~.~ I ~ " ~=tJ {/J :!!.~ _ N f'I 0 FL~~"",';l U III a. M
~
~ ffi ;:: ~ ~ ~~!1 11-'-~ ~ iii
""'[].
5' ;:!
9 '"
~ :~~ 9'-0· ~ 17'-7" a. § I 3'-5" pf8 7'-0"~ 2o:e:c 15'-6" 9'.011 ;:::! r--.
J, ELEtTRICll1 <:1 8 """"'SK j~l! II ~\ ~=t= IIIIII'~ 1IIIIIl _;;, I M ~--.l. I (~O II ~:" '--I w. II II 10 \ '--n =t= mmN! F-~t~ --t--·---------·---~--FENCE-
EXISTING RO. EXISTING RO. 3110 312 310312 TRIPLE 12'lSIDELIGHTS 31f 312 TRIPLE 36" GATE IN 72" HiGH FENCE GATE
20'-0" 4'-S" 11'-10" l 17'-0" 13'-9" I. 16'-9" l I
~ ~.~ ~ I ~ J L"" ."".
9'-0"
11'·8" 7'-0" 9'-5" 5'-0" 5'-1" 5'-0" 5'·1" 5'-0" 2'-10'
310416 MULLION
IC= 1'---'
FAMILY BEDROOM #3 BEDROOM #4 BEDROOM#5 II ~
." ,. @rvT/1"Q ,q @ .r (5) (3) 6'-7" 3'-6" 6'-10"
sOONDL:J D
5/0 ______ .• Ie})
~2T1fs=~FiJmmm~~
~ 27'·2" EZ~----~~--~~~ 2'_10-'" 5/0 13'-11" 6'-10" l:==
2'" SHELVES 36' HIGH WAlL >~=;r:::==--f~=:wkt?B'~1;: 36" HIGH WAll
11 WINDOW SEAT II I~ DEEP SUILT IN SHELVES A80VE CRAWl :AlE If WINOOW SEAT 1 CRAW,L. SPACE
OPTION ..... 204' WIDE 310·416 T~IONAL-;';WIDE -i------S;02/0 BUILTIN BOOKCASE BLHLnN BOOI(CASE CRAWL SPACE 310416
,
310416
~
~
~
Second Floor Plan
Scale 1/4'.1'-0'
1 1 l 16'-0:
1 1
First Floor Plan
5C<1Ie-1J4'= 1'-0'
C I TV 0 F N 0 R' H A M~MIN'~SOIL5BEAR~NG'2!~~0:"'~~ 28 DAYS. 1 I TI ~ B:~~L6~oG~DE
RTI :.\L TE REINFORCEMENT SHALL BE #6 @ 48" 0 C
B U I L 0 r N G 0 E PA RT Dif~~~_~~L CONCRETE REINFORCEMENT SHALL BE #4@48'O.C. t)ttC VERIFIED I DESIGNED BY THE SUPPLIER. R SHOULD CHECK AND BE RESPONSIBLE FOR ALL DIMENSION AND
~~~~~R~~~~~~', AND SHOULD REVIEW THE PLANS TO INSURE THEY MEET CURRENT
JOISTS SHALL BE DOUBLED UNDER ALL PARTITIONS WHICH
Th
RUN OVER + PARALLEL TO THE JOISTS. e s e p I a n s h a v e bee n re ~rmrrD TO BE ADJUSTED AFTER FRAMING IS EXPOSED
And approved.lfs ;Vc>rdCi;N~~~6 oRq{~ ?~3:r(:S
Date Y-d--PiEl~M~NARY PLAN
Signature~
I AWNING
7'-4" 5'-0" 9'-4" I L L l 6'-0" l 6'-2" l 4'-0" l 11'-6" l 4'-0" l 10'-S" L II 285 Prospect St, Northampton j 0::U:" ~ 3 R+HGreenwald ~ ...... , ~II
f f I ," f 1 1 1 1 1 lL ~..m ...
~--------------~~