HomeMy WebLinkAbout2019 Apr 18 - Sign Off Transmittal Sheet, Plans - New 4 Bedroom Home ,
tifittl
to TOWN OF YARMOUTH
s ,c HEALTH DEPARTMENT
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�''--� PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
- I
To be completed by Applicant:
t..�0� /O/i' 2tBuilding Site Location: t 1 �C.�'�7 '} . �
Proposed Improvement: Gni geö) /2C / V t,\
, -j i)Y 1 F-W t ed r',-`)O'Y>5 , 2. 5CCS+/` Ca
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Applicant: L•-fea3 �/i�� �� U fl ��t Y.F Tel. No.:..50e 45942,53-513
3
Address: 0() ) 96 03- mi-9- Date Filed: 4- 49—/F
1 /
*"If you would like e-mail notifrcation of sign off please provide e-mail address:
Owner Name: SoJvGt cc l D 1 y)GS�� east ,8 / oi d d
Owner Address: /70 H,IS .5.1({ /rJ of l){ /41/3/701 ki I- ,4 Owner Tel. No.:iF 1' 0 95 Xo i'0
RESIDENTIAL AND/OR COMMERCIAL BUILDING
A
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e.,Requirements
For Septage Disposal and other Public Health Activities. .z
Please submit three (3) copies of plans, to include:
(1.) Site Plan showing existing buildings,water line location,
and septic system location;
(2.) Floor plan labeling ALL rooms within building
(all existing and proposed)—
Note:Floor plans not required for decks,sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: / () ,f/G DATE: l SI-73"
t
PLEASE NOTE
COMMENTS/CONDITIONS:/
r.,6/4 K-ifria—/Axl / � - 2 6 7-I'LL, � 4-,�, //C'l
7
To the best of my knowledge these piano were !,
drawn to comply with the owner/s and / or builder's
specifications and any changes made to them
after prints are made will be done at the owner's
and / or builder's additional expense and
responsibility. The contractor shall verify all
dimensions and enoclooed drawings. Cape Cod
Home Design is not liable for errors once
construction has begun.
While every effort has been made in the
preparation of this plan to avoid mistakes, the
maker can not guarantee against human error. The
contractor must check all dimensions and other
details prior to construction and be solely
responsible thereafter.
GENERAL NOTES
I
L WORK 15 TO COMPLY WITH THE LATEST ADOPTED
ION OF THE MA. BUILDING CODE (EDITION 9) AND ANY
TY OR TWON BUILDING KEQUIREMENT5.
KITTEN DIMEN61ON HAVE PRECEDENCE OVER CALED
NSIONS - DO NOT 6GALF 1HF DRAWINGS.
E51GN LOAD5: /f
CEILINGS 25 psf
ROOF 25-50 pof + .
FLOOR 40 psf
DECK 40 psf
STAIRS 40 p5f
15ALCONIE5 40 p5f
15ULATION (MIN. REQUIREMENTS - SEE RATER OR
:HECK)
WALLS R-21
FLOORS R-30
CEILING R-49
LL EXTERIOR WALL OPENINGS & BEARING WALL
IING5 TO HAVE STRUCTURAL HEADERS.
YPE "X'50' FIRECODE 5HEETROCK IN51DE GARAGE 9
3E.
ACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING,
.3 5Q. FT. WITH A MIN. CLEAR OPENING OF 29'x 24" IN
ER DIRECTION AND A SILL HEIGHT LE55 THAN 44" OFF .I
=LOOK.
ALL TUB OR SHOWER ENCL05UKE5 IF GLAZED ARE TO
TEMPERED SAFETY GLAZING.
ALL EXTERIOR WINDOWS AKE TO 15E DOUBLE GLAZED
A U -VALUE OF LE55 THAN .30.
ALL EXTERIOR DOORS ARE TO 15E 50LID CORE WITH
rHER5TKIPPING.
:ONNECT ALL SMOKE DETECTORS TO HOUSE ELECTRICAL.
rEM AND INTERLOCK EACH 50 THAT WHEN ANY ONE 15
PED THEY ALL WILL SOUND.
PROVIDE COMBUSTION AIR VENTS (W/5CKEEN) FOR ANY
-IANCE WITH AN OPEN FLAME.
13ATHKOOM5 AND KITCHENS ARE TO BE VENTED TO THE
SIDE WITH A MINIMUM OF THE FOLLOWING CU51C FEET
MINUTE CAPACITY:
KITCHEN 100 - INTERMITTENT
25 - CONTINUOUS
BATH 50 - INTERMITTENT
20 - CONTINUOUS
FOOTINGS ARE TO 15EAR ON UNDI5TUR15ED LEVEL 50IL
)IP OF ANY ORGANIC MATERIALS AND STEPPED A5
UIKED TO MAINTAIN THE REQUIRED DEPTH BELOW THE
�L GRADE. 501L BEARING PRESSURE A55UMED TO BE
0 poi.
CONCRETE DESIGN VALUES ARE TO BE A MINIMUM OF
ED VALUES THAT FOLLOW:
BA5EMENT 5LAB5 2,500p!
BA5EMENT WALLS 3,000 psi
GARAGE 5LAB5 3,500 poi
PORCH 5LA135 3,500 poi
ALL WOOD IN CONTACT WITH CONCRETE TO BE PKE55UKE
ATED.
WATERPROOF 15A5EMENT WALLS BEFORE BACKFILLING.
BEAM POCKETS IN CONCRETE TO HAVE 1/2" AIK5PACE AT
E5 AND ENDS WITH A MINIMUM OF 3" BEARING.
BA5EMENT5 TO HAVE AN ACCE550KY EXIT (DOOR OR
KHEAD) TO OUTSIDE.
PROVIDE INSULATION BAFFLES AT EAVE VENTS.
ALL ATTICS MUST BE VENTED.
CAA E COD HOME 1)E51GN
FOOTAGE
RE5I0ENTIAL HOME DE51GN
EMAIL
RENOVATION DE51GN
jay@capecodhomedesign.net
ENERGY CALC'5
WE551TE
KITCHEN DESIGN
www.capecocihomedecign.net
110 mph CHECKL15T
PHONE
5TRUCTURAL DE51GN
(506) 776-7466
31) VIEW5 (INT. & EXT.)
12
PHOTOKEAL15TIC RENDERING5
260
AREA
FOOTAGE
FIN15H FLOOR AREA SQUARE FT.
FINI5HEP BA5EMENT AREA
N/A
15T FLOOR AREA
1465
2ND FLOOR AREA
1144
TOTAL FIN15H FLOOR AREA 5Q. FT.
2609
GARAGE
5?6
COVERED PORCH
12
DECK
260
M 15C. AREA
NSA
PAGE INDEX
1
TITLE PAGE
2
FOUNDATION PLAN
3
1ST FLOOR PLAN & WINDOW SCHEDULE
4
2ND FL. PLAN & CROSS SECTIONS
5
ROOF PLANE PLAN - 3d OVERVIEWS
6
ALL ELEVATIONS
7
WIND NOTATION PLANS
8
110 mph WIND ZONE DETAILS
9
10
11
12
13
14
15
16
17
18
19
Yamo Lth HealtL Repan .Wmt
20
. � � `Mat 4L1'
21
NdM-0 T Date
22
TH15 STRUCTURE 15 LOCATED IN A 110 mph EXPOSURE CATEGORY "B" AREA. TH15 STRUCTURE SHALL BE CONSTRUCTED IN
COMPLIANCE WITH THE AMERICAN FORE5T AND PAPER A55OCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND
TWO FAMILY DWELLINGS. 110 mph EXF05UKE "B" WILL U5E THE COMMONWEALTH OF MA55ACHU5ETT5 VERSION OF THE
CHECKLIST PER (780 CMR 5301.2.1.1 DE51GN CRITERIA). TH15 STRUCTURE 15 AL50 REQUIRED TO MEET THE PROVISIONS OF
(780 CMR TABLE 5301.2.1.2 WIND130KNE DEBRIS PROTECTION)
,EQUNDATION NATES:
SLOPE CRAWL SPACE TO DRAIN. MAXIMUM SLOPE IS 2 HORIZ.,1 VERT. BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS.
ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. STEP FOOTINGS ARE REQUIRED TO MAINTAIN REQUIRED DEPTH BELOW
FINISH GRADES.
CONCRETE STRENGTH,
3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED ON 3,000 PSI).
3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION.
MAXIMUM SLUMP, 4"
USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED OTHERWISE
CONCRETE EXPASION ANCHORS SHALL BE'SIMPSON WEDGE -ALL STUD ANCHORS' OR ENGINEER APPROVED EQUAL. EPDXY TO BE
SIMPSON "SET" ADHESIVE OR APPROVED EQUAL.
INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINSTAIR INFILTRATION. THE FOLLOWING AREAS MUST
BE SEALED.
" JOINTS AROUND WINDOW AND DOOR FRAMES
* JOINTS BETWEEN WALL CAVITYAND WINDOWIDR. FME.
' JOINTS BETWEEN WALLAND FOUNDATION
* JOINTS BETWEEN WALLAND ROOF
* JOINTS BETWEEN WALL PANELS
• UTILITY PENETRATIONS THROUGH EXTERIOR WALLS
NOTCH BEAM FOR MU05ILL (if required)
(max. notch equals 114 depth of beam)
1!2" AIR SPACE
BEAM
VAPOR BARRIER
TO LEVEL BEAM
-SHIMS
3" MIN BEARING 5URFAGE
FOR WOOD BEAM
FOUNDATION WALL
Beam Pocket
1n"FRAM POCKET / 1E00MG DETAK l" = V
i
PAIR OF #5 REBAR IN FOUNDATION
@ TOP / MIDDLE AND BOTTOM
(3) #5 REBAR IN FOOTINO
I&EBAR -E'T'AIL -- 3/4" =- 1'
PT 4 x 6 P05T5
I '
(2) PT 2 x 8's FOR GIRDER
12" X 46" CONCRETE
FILLED 50NO TUBES
I I
84,
46' I - 12' 24
I i
1 q'-3 3/4" 3' 3' 3' 2'-b" 3'-b"
I
FLOOD VENT
n FLOG VENT — — — - — -ITL00 VENT — FLOO VENT 11
O----U36"x36"AG E55DOOR -- ! _..._-_._..------------
I----------------._._—_..—_-------------------------- ---- � L�f—�FLOO VENT -------------------------- OO
— — —
II -------------- r— ----- -- —._. _ ___---- 1
I I
FLOOD ENT I _ 12-1112"
18 I� I I I DROP 1'-8"
� I lf1 PE
i i
I .. I I :• I
8'4" 9' _ 9' 12'4"
O AI
8 REACTION 't.8k REACTION 18.9k REACTION 11.5k REACTION 16.0k g1 M 181EL I -BEAM I ( I I
I S31
2' ,O7/¢~ BEAM POCKET: — I 16'X10 GONTINUDU9 I I
BEAM POCKET: Mx15 STEEL I -BEAM 4" CONCRETE FILLED
I ; I b" WIDE 18 10 HIGH ! 5" DEEP BEAM 1 B1 STEEL LALLY COLUMNS b" YVIDE t B 1/2" HIGH / 5" DEEP I ( CONCRETE FOOTING I
I I56"x36"X12"POURED R GTION 10.8k I I 5"XT9"POURED
SPLIT BEAM HERE CONCRETE LALLY COLUMN PAD � I I � CONCRETE FOUNDATION I II
4!'POURF-0 CONCRETE SLAB
5LOPE0 TO OVERHEAD DOOR
r *.
16" X 10" CONTINUOUS N I
O 8 I I CONCRETE FOOTING �� �— — — — — — — —
8" X'1' 9" POURED �� �� I ' • 1
DATION
OQ CONCRETE FOUN/ I I Q t "— - I 1�
Z I " POURED CONCRETE
— I DUST COVER I I I
o ( I I I ADD GAGE OF #5 REBAR - b.bk I
I DROP - 1'-10„
( .' ' I � � (' : I / POINT LOAD FROM STEEL BEAMtu
,
b---- ---------------
,,,
tu
LIN in — I I ( ® — — .— -r,:- ' — — — — — / -.-- -, .•r; ®:-�
CO 1 b' -b" 9 16'-b I _ — �� -
--- — — _ __ ___--- ----------- ------ ----- I 141'14 1141114 14 14
' - �� 00 OO 00
11 ------------------L----------1- ---------------- 11 SCALE
OUTLINE OF PORCH ABOVE I � UNLESS
12"X48"CONCRETE I OTHERWISE
FILLED SONO TUBES. NOTED
4' 42 12 24'
-------- 82'
Foundation Plans - 1/4" = 1'
d ilei
�. SNE.
is 1wi' IL aA:
ta;
um
�Z
CARPENTRY:
1 SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST
EDITION. SAWN LUMBER SHALL CONFORM TO NORTHEASTERN LUMBER MANUFACTURERS
ASSOCIATION OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER
NOT SPECIFICALLY NOTED TO BE S.P.F. #2 OR BETTER. ALL WOOD IN PERMANENT CONTACT
WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER
IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE
MANUFACTURED BY SIMPSON STRONG -TIE COMPANY (OR ENGINEER APPROVED EQUAL)
AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE
SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL HANGERS AND NAILS IN CONTACT
WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z -MAX HANGERS OR STAINLESS
STEEL. ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS
SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX NAILS, FRAMING NAILS SHALL
T
BE PER IBC TABLE 2304.91 OR IRC ABLE R602.3 1 ..
PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD
PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" ORAPA PRP -108 PERFORMANCE
STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF
THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION
SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT
PANELS ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL
MANUFACTURER.
F SH HING AD
EA7 SUB FLOORING SHALL BE INSTALLED WITH FACE GRAIN
IN12 x 35 STEEL BEAM
(1) 15/4" x 111/6" LVL's GUT EACH 510E OF STEEL BE
/ (2) 13/4" x 111/8" LVL's CONTINUOUS .
ALASM / DETECTOR LEGEND
co 002 DETECTOR
�� HEAT DETECTOR
PE
PHOTOELECTRIC
SD
SMOKE DETECTOR
TABLE 8501.2.1
PLACEMENT OF LAG SCREN5 AND BOLTS IN DECK LED6ER5 AND BAND JOISTS
MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS
J015T SPAN
TOP EDGE
BOTTOM EDGE
ENDS
ROW SPACING
Ledger - b
2 Inches - d
3/4 Inches
2 Inches - b
15/5 Inches - b
Band Joist - c
3/4 Inches
2 Inches
2 Inches - b
15/5 Inches - b
For 51: 1 inch -25.4 mm
a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance
with Figure R501.2.1 (1).
b. Maximum 5 Inches.
c. For engineered rim joists, the manufacturer's recommendations shall govern.
d. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure
R501.2.1 (1)•
ALL ROON-
PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF 0109111111111111 Lr)
SHEATHING SHALL EITHER *S BLOCKED, TONGUE -AND -GROOVE, ST HAVE EDGES GARAGE
�� � 112" 1SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE INSTALLED VERTICALLY OR
BLOCKED WITH 2X FRAMING ATALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED TABLE RW1.2 L
ON THE DRAWINGS TO CONFORM WITH IRC TABLE R602.3(1). DECK LEDGER CONNECTION TO BAND .JOIST (a, b) - (deck live load = 40 psf, deck dead load= 10 psl, snow load < 40 psf) Q
U cri
GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT
STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF
TIMBER CONSTRUCTION, AITC 117. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS
IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE
COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR
FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE VISUALLY
GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED
BELOW:
COMBINATION
DEPTH SYMBOL SPECIES LIRE
ALL 24F - V4 DF/DF (SIMPLE SPAN)
ALL 24F - V8 DF/DF (CONT. OR CANTILEVER)
PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE
SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE BOISE CASCAE
COMPANY, ORAN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN CONFORMANCE
WITH THE MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE
CAPABLE OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST
1 - i r AF
so A91k 1.01
For 51: 1 inch - 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0419 kPa.
Q Q a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist.
Window/ D o o r S C h V d u I V b. Snow load shall not be assumed to act concurrently with live load.
MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER c. The tip of the lag screw shall fully e�dend beyond the inside face of the band joist.
INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED
d. Sheathing shall be wood structural panel or solid sawn lumber.
WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE
e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to 1124nch r IF -7
WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF
thickness of stacked washers shall be permitted to substitute for up to 1/2 -inch of allowable sheathing thickness where combined with
THE PROJECT, AND IS ICBO APPROVED,0
wood structural panel or lumber sheathing.
LUMBER SPECIES:
A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE S.RF.-#2
B. EXPOSED ARCH BEAMS TO BE DF -#1 OR BETTER
DECK ATTACHMENTTE
C. SILLS, PLATES BLOCKING, AND BRIDGING TO BE S.P.F-#2.
D. ALL STUDS TO BE S.RF #2 OR BETTER.GNILY
E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS:
ROOF SHEATHING SHALL BE 112" CDX INT -APA RATED 32116.
WALL SHEATHING SHALL BE 1/2" INT -APA RATED 32/16 OR 7/16" OSB.
FLOOR SHEATHING SHALL BE 3/4" T $ G INT -APA RATED OSB.
F. ' I' JOISTS SHALL BE MANUFACTURED BY BOISE CASCADE OR
ENGINEER APPROVED EQUAL.
G. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
ALARM / DETE=R NOTES:
ALL DETECTORS TO BE HARDWIRED w/ BATTERY BACKUP.
SMOKE DETECTOR LOLOCADON REQUIREMENTS:
1) TOP AND BOTTOM OF ALL STAIRS
2) IN EACH BEDROOM (within l' of door)
3) WITHIN 10' OF EACH BEDROOM (one detector may cover more than one bedroom).
4) AT BOTTOM OF BASEMENT STAIRS
CARBON MONOXIDE n TvMR LOCATION REQUIREMENTS:
1) WITHIN 10' OF A BEDROOM DOOR
2) AT BOTTOM OF STAIRS
3) IN BEDROOM (if bedroom has a source of fossil fuel).
HEAT DETECTOR LOCATION REQUIREMENTS -
1) INSTALLED IN ANY ATTACHED GARAGE TO HOME
2) FOR FLAT -FINISHED GEILIN65 THE SINGLE DETECTOR SHALL BE PLACED ON OR
NEAR THE CENTER OF GARAGE CEILING.
3) FOR SLOPED CEILINGS HAVING A RI5E TO RUN OF GREATER THAN VIN V. THE
SINGLE DETECTOR SHALL BE PLACED IN THE APPROXIMATE CENTER OF THE
VAULTED CEILING BUT NO CL05ER THAN 4" TO ANY WALL.
15'20'
•
❑ a ❑ ❑ ° ❑ ❑ ° o ° ❑ ❑ ❑ ❑ ° a U I I a ❑ %❑ ❑ a a ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ❑
❑ °
❑ °
° D 1 ❑
a ❑
20'x 14' DECK
(PT DECKING) o
° 0 1st Floor Plan - 1/411 = 1'
a a
❑ _ _ a
0
❑ °
a 84'
❑
2. 44' o i a 1'-9112"
a ❑
❑ ❑ I❑ a
3'-1 318" 3'-1 3/8"— 12-9 3/4"
❑ I ° 12. 24'
13
0 5'-10 5I8" E 6'-1 318" 10' 14'
TIN25410 T 410 A I'S6 611 a G 35
__ —DRYER ENT
�jL}1 ` I N14530 1530E c� W1530RN1530RDGIN2430R T 832 3066 - 1l GL.A55
(3) 2 x 1 O's OR GREATER FOR
I
r B aR
LG
Ishwashe SB42 2
1 'D
B24R BSL
' ' I
SLIVER HEADER -BEAM 263.7 777 7.1ll0
3„ STUD POGKET� _ _� _ YL _� _1
;fl I ry 4 x 6 P5L P05T
I BRE>4KFAt5T >�REA� in KITCHEN
I (TILE) m (TILE) ) ,� LAUNDRY / 12' — — — — T� 12'
0
FAMILY ROOM ,- - - -� - - -,- - - --, UTILITY -
FIRE R
533 I B30 j 533 a o V `fl ESI�iTANT
ca
V
w v I 3'-10" �+ v (TILE) D 1– (PULLDOYVN STAIRWAY I d3
77
(GRPT) I L----1----�----�
ON DEMAND HOT I ( 2. GAR Gf^[Rl"lG
NAT. HEATER U
- Ul I 2868
i I I tj STEEL I -BEAM ABOVE -
I rc -�
PE I (BEAM 2B2) N12x35
m 5DZ
24" 6'-5112" 314" o I DATE O F
4 x 6 PSL P05T u3012e4 u3o12ea u301264 � CO
in
2 4x6 P5L P05T I J is
FINAL
--- --
— — — - — — � — — — — — —.4068— –2668 I ry .,> THIS, IS A SHEAR NAl L -
ZI?— -j-- -- — — — - — — fE-- 5' MUD ROOM I 2468 NALL TO BE SHEATHED ISSUE
ITH 1/16" 05B PANELS
r I HALL I UNDER 1/2" 5HETROGK
FLUSH SL—BEAM ABOVE I (TILE) DER I I 1/1/19
- (BEAM 251) - NSx28 I in'tea
� "' ROOM --------� i----------,
(TILE) I I I I 2/14/19
2868 +LIT I
DATE PRINTED
FOYER DINING ROOM I 1 I I I I
HROND) I I I I I 2/15/2019
DEN / 5TUDY (HROWD) uP ( o D)
0 0 (CRP') I I I I I I f
SCALE
r _ I I I I I I I 6 x 8 P5L P05T m I 13'-9" �' I -- ----------------I--1---------�- G UNLESS
II ------ OTHERWISE
PE � I ttt�
in I SD
Nam OTED
q0 9 80 9 80
TVg2 410 I TVg2 410 3068 2-1-4 w/5idelites TM b4l0 TVg2 410 (2) 2 X 1 o's FOR ROOF � � 01 /4" = 1'
BEAM ABOVE - BEAM RBI, ,
i 1
MARK,
va �.
,1t;Iv N
0
2'-2 1/2"- -3 1 /2,., -
4'-6" b'-9" 3'-8 112" 6'-0 112" 6' 6" 3'-3" b'-9" 4'-b" 4' b"3' b' -b" 11' t; J
— —L
um
4' 14'-11 112" 12'-b 112" 14' b" 6'-81/2" 5'-3 112" 24'x° �1.
4' 42' 12' 24,
PAGE #
J015T SPAN
CONNECTION DETAILS
b'AND LE55 b'-1"708' 8'-1"TO10' I 10'-1"T012' I 12'-VT014' 14'-1-TO16' 16-1-TO16
DOOR SCHEDULE
1/2- Inch diameter lag screw with 112 -inch
FLOOR
FLOOR
I QTY
CODE
WIDTH
R/0
RIO
DESCRIPTION
MANUFACTURER
COMMENTS
0
1
0118 "
34 "3b
DOUBLE CASEMENT-LHL/RHR
112"X3q"
EXT. HINGED -SLAB
1
1 TW2832
1
2
34 1/8"X41 3/8"
108"
!HEIGHT
112 1/2"Xq9"
GARAGE -GARAGE DOOR P02
1 TY428410
33 518 "
1
34 118"X61 3/8"
DOUBLE HUNG
28"301/2"X821/2"
1
1
HINGED-DOORPOq
24
24 1/8 "
1
1
ANDERSEN
30"
2
32 1/2"X82 112"
HINGED -DOOR POq
5b 718 "
34 118"X51318"
1
1
2
361.
.501,
38 1/2"X83"
EXT. HINGED -DOOR E03
34 1/8"X49 315'
DOUBLE HUNG
1
1
5
48 "
150"
50 1/2"X82 1/2"
DOUBLE HINGED -DOOR P09
51NGLE AWNING
ANDERSEN
1
1
TN2832
32 "
80"
34 112"X82 112"
HINGED -DOOR POq
ANDERSEN
2
1
1
EXTERIOR
32 "
801.
34 112"X83"
EXT. HINGED -DOOR F-06
THERMATRU
MUDROOM DOOR TO PORCH
1
1
EXTERIOR
631/2-
82 "
64 1/2"X82 1/2"
MULLED UNIT
THERMATRU
FRONT DOOR
1
1
P561b11
'12"
62 318 "
12 3/4"X83 1/8"
EXT. 5LIDER-GLASS PANEL
ANDERSEN
EXTERIOR
1
1
EXTERIOR FIRE RATED
32 "
80 "
34 112"X82 112"
HINGED -DOOR P0cI
THERMATRU
TO GARAGE
2
2
(001.
80 "
62 112"X82 1/2"
DOUBLE HINGED -DOOR P09
2
1
24
180..
26 1/2"X82 1/2"
HINGED -DOOR POq
2
8
30
1 80 "
32 112"X82 1/2"
HINGED -DOOR P09
2
1
25"
150"
30 112"X82 1/2"
HINGED -DOOR P09
1 - i r AF
so A91k 1.01
For 51: 1 inch - 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0419 kPa.
Q Q a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist.
Window/ D o o r S C h V d u I V b. Snow load shall not be assumed to act concurrently with live load.
MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER c. The tip of the lag screw shall fully e�dend beyond the inside face of the band joist.
INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED
d. Sheathing shall be wood structural panel or solid sawn lumber.
WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE
e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to 1124nch r IF -7
WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF
thickness of stacked washers shall be permitted to substitute for up to 1/2 -inch of allowable sheathing thickness where combined with
THE PROJECT, AND IS ICBO APPROVED,0
wood structural panel or lumber sheathing.
LUMBER SPECIES:
A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE S.RF.-#2
B. EXPOSED ARCH BEAMS TO BE DF -#1 OR BETTER
DECK ATTACHMENTTE
C. SILLS, PLATES BLOCKING, AND BRIDGING TO BE S.P.F-#2.
D. ALL STUDS TO BE S.RF #2 OR BETTER.GNILY
E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS:
ROOF SHEATHING SHALL BE 112" CDX INT -APA RATED 32116.
WALL SHEATHING SHALL BE 1/2" INT -APA RATED 32/16 OR 7/16" OSB.
FLOOR SHEATHING SHALL BE 3/4" T $ G INT -APA RATED OSB.
F. ' I' JOISTS SHALL BE MANUFACTURED BY BOISE CASCADE OR
ENGINEER APPROVED EQUAL.
G. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
ALARM / DETE=R NOTES:
ALL DETECTORS TO BE HARDWIRED w/ BATTERY BACKUP.
SMOKE DETECTOR LOLOCADON REQUIREMENTS:
1) TOP AND BOTTOM OF ALL STAIRS
2) IN EACH BEDROOM (within l' of door)
3) WITHIN 10' OF EACH BEDROOM (one detector may cover more than one bedroom).
4) AT BOTTOM OF BASEMENT STAIRS
CARBON MONOXIDE n TvMR LOCATION REQUIREMENTS:
1) WITHIN 10' OF A BEDROOM DOOR
2) AT BOTTOM OF STAIRS
3) IN BEDROOM (if bedroom has a source of fossil fuel).
HEAT DETECTOR LOCATION REQUIREMENTS -
1) INSTALLED IN ANY ATTACHED GARAGE TO HOME
2) FOR FLAT -FINISHED GEILIN65 THE SINGLE DETECTOR SHALL BE PLACED ON OR
NEAR THE CENTER OF GARAGE CEILING.
3) FOR SLOPED CEILINGS HAVING A RI5E TO RUN OF GREATER THAN VIN V. THE
SINGLE DETECTOR SHALL BE PLACED IN THE APPROXIMATE CENTER OF THE
VAULTED CEILING BUT NO CL05ER THAN 4" TO ANY WALL.
15'20'
•
❑ a ❑ ❑ ° ❑ ❑ ° o ° ❑ ❑ ❑ ❑ ° a U I I a ❑ %❑ ❑ a a ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ❑
❑ °
❑ °
° D 1 ❑
a ❑
20'x 14' DECK
(PT DECKING) o
° 0 1st Floor Plan - 1/411 = 1'
a a
❑ _ _ a
0
❑ °
a 84'
❑
2. 44' o i a 1'-9112"
a ❑
❑ ❑ I❑ a
3'-1 318" 3'-1 3/8"— 12-9 3/4"
❑ I ° 12. 24'
13
0 5'-10 5I8" E 6'-1 318" 10' 14'
TIN25410 T 410 A I'S6 611 a G 35
__ —DRYER ENT
�jL}1 ` I N14530 1530E c� W1530RN1530RDGIN2430R T 832 3066 - 1l GL.A55
(3) 2 x 1 O's OR GREATER FOR
I
r B aR
LG
Ishwashe SB42 2
1 'D
B24R BSL
' ' I
SLIVER HEADER -BEAM 263.7 777 7.1ll0
3„ STUD POGKET� _ _� _ YL _� _1
;fl I ry 4 x 6 P5L P05T
I BRE>4KFAt5T >�REA� in KITCHEN
I (TILE) m (TILE) ) ,� LAUNDRY / 12' — — — — T� 12'
0
FAMILY ROOM ,- - - -� - - -,- - - --, UTILITY -
FIRE R
533 I B30 j 533 a o V `fl ESI�iTANT
ca
V
w v I 3'-10" �+ v (TILE) D 1– (PULLDOYVN STAIRWAY I d3
77
(GRPT) I L----1----�----�
ON DEMAND HOT I ( 2. GAR Gf^[Rl"lG
NAT. HEATER U
- Ul I 2868
i I I tj STEEL I -BEAM ABOVE -
I rc -�
PE I (BEAM 2B2) N12x35
m 5DZ
24" 6'-5112" 314" o I DATE O F
4 x 6 PSL P05T u3012e4 u3o12ea u301264 � CO
in
2 4x6 P5L P05T I J is
FINAL
--- --
— — — - — — � — — — — — —.4068— –2668 I ry .,> THIS, IS A SHEAR NAl L -
ZI?— -j-- -- — — — - — — fE-- 5' MUD ROOM I 2468 NALL TO BE SHEATHED ISSUE
ITH 1/16" 05B PANELS
r I HALL I UNDER 1/2" 5HETROGK
FLUSH SL—BEAM ABOVE I (TILE) DER I I 1/1/19
- (BEAM 251) - NSx28 I in'tea
� "' ROOM --------� i----------,
(TILE) I I I I 2/14/19
2868 +LIT I
DATE PRINTED
FOYER DINING ROOM I 1 I I I I
HROND) I I I I I 2/15/2019
DEN / 5TUDY (HROWD) uP ( o D)
0 0 (CRP') I I I I I I f
SCALE
r _ I I I I I I I 6 x 8 P5L P05T m I 13'-9" �' I -- ----------------I--1---------�- G UNLESS
II ------ OTHERWISE
PE � I ttt�
in I SD
Nam OTED
q0 9 80 9 80
TVg2 410 I TVg2 410 3068 2-1-4 w/5idelites TM b4l0 TVg2 410 (2) 2 X 1 o's FOR ROOF � � 01 /4" = 1'
BEAM ABOVE - BEAM RBI, ,
i 1
MARK,
va �.
,1t;Iv N
0
2'-2 1/2"- -3 1 /2,., -
4'-6" b'-9" 3'-8 112" 6'-0 112" 6' 6" 3'-3" b'-9" 4'-b" 4' b"3' b' -b" 11' t; J
— —L
um
4' 14'-11 112" 12'-b 112" 14' b" 6'-81/2" 5'-3 112" 24'x° �1.
4' 42' 12' 24,
PAGE #
J015T SPAN
CONNECTION DETAILS
b'AND LE55 b'-1"708' 8'-1"TO10' I 10'-1"T012' I 12'-VT014' 14'-1-TO16' 16-1-TO16
WINDON 50H DU
1/2- Inch diameter lag screw with 112 -inch
FLOOR
QTY
I CODE
WIDTH
HEIGHT
R/0
DESCRIPTION
TEMPERED MANUFACTURER COMMENTS
1
1
16235
48
0118 "
48 1/2"X41 318
DOUBLE CASEMENT-LHL/RHR
ANDERSEN
1
1
1 TW2832
33 518 "
40118 "
34 1/8"X41 3/8"
DOUBLE HUNG
ANDERSEN
1
8
1 TY428410
33 518 "
60118 "
34 118"X61 3/8"
DOUBLE HUNG
ANDERSEN
1
1
IA21
24
24 1/8 "
24 5/8"X24 518"
SINGLE AWNING
ANDERSEN
1
2
_2411b"
1W2546
133 518 "
5b 718 "
34 118"X51318"
1 DOUBLE HUNG
ANDERSEN
2
2
TN28310
33 5/8 "
481/8 "
34 1/8"X49 315'
DOUBLE HUNG
ANDERSEN
2
5
A21
24 118 "
I
24 1/8 "
24 5/8"X24 518"
51NGLE AWNING
ANDERSEN
2
1
TN2832
335/51,
40 718 "
34 118"X41 3/6"
DOUBLE HUNG
ANDERSEN
2
8
11N2846
33 518 "
561!8 "
34 1/8"X513!8"
DOUBLE HUNG
ANDERSEN
1 - i r AF
so A91k 1.01
For 51: 1 inch - 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0419 kPa.
Q Q a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist.
Window/ D o o r S C h V d u I V b. Snow load shall not be assumed to act concurrently with live load.
MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER c. The tip of the lag screw shall fully e�dend beyond the inside face of the band joist.
INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED
d. Sheathing shall be wood structural panel or solid sawn lumber.
WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE
e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to 1124nch r IF -7
WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF
thickness of stacked washers shall be permitted to substitute for up to 1/2 -inch of allowable sheathing thickness where combined with
THE PROJECT, AND IS ICBO APPROVED,0
wood structural panel or lumber sheathing.
LUMBER SPECIES:
A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE S.RF.-#2
B. EXPOSED ARCH BEAMS TO BE DF -#1 OR BETTER
DECK ATTACHMENTTE
C. SILLS, PLATES BLOCKING, AND BRIDGING TO BE S.P.F-#2.
D. ALL STUDS TO BE S.RF #2 OR BETTER.GNILY
E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS:
ROOF SHEATHING SHALL BE 112" CDX INT -APA RATED 32116.
WALL SHEATHING SHALL BE 1/2" INT -APA RATED 32/16 OR 7/16" OSB.
FLOOR SHEATHING SHALL BE 3/4" T $ G INT -APA RATED OSB.
F. ' I' JOISTS SHALL BE MANUFACTURED BY BOISE CASCADE OR
ENGINEER APPROVED EQUAL.
G. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
ALARM / DETE=R NOTES:
ALL DETECTORS TO BE HARDWIRED w/ BATTERY BACKUP.
SMOKE DETECTOR LOLOCADON REQUIREMENTS:
1) TOP AND BOTTOM OF ALL STAIRS
2) IN EACH BEDROOM (within l' of door)
3) WITHIN 10' OF EACH BEDROOM (one detector may cover more than one bedroom).
4) AT BOTTOM OF BASEMENT STAIRS
CARBON MONOXIDE n TvMR LOCATION REQUIREMENTS:
1) WITHIN 10' OF A BEDROOM DOOR
2) AT BOTTOM OF STAIRS
3) IN BEDROOM (if bedroom has a source of fossil fuel).
HEAT DETECTOR LOCATION REQUIREMENTS -
1) INSTALLED IN ANY ATTACHED GARAGE TO HOME
2) FOR FLAT -FINISHED GEILIN65 THE SINGLE DETECTOR SHALL BE PLACED ON OR
NEAR THE CENTER OF GARAGE CEILING.
3) FOR SLOPED CEILINGS HAVING A RI5E TO RUN OF GREATER THAN VIN V. THE
SINGLE DETECTOR SHALL BE PLACED IN THE APPROXIMATE CENTER OF THE
VAULTED CEILING BUT NO CL05ER THAN 4" TO ANY WALL.
15'20'
•
❑ a ❑ ❑ ° ❑ ❑ ° o ° ❑ ❑ ❑ ❑ ° a U I I a ❑ %❑ ❑ a a ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ❑
❑ °
❑ °
° D 1 ❑
a ❑
20'x 14' DECK
(PT DECKING) o
° 0 1st Floor Plan - 1/411 = 1'
a a
❑ _ _ a
0
❑ °
a 84'
❑
2. 44' o i a 1'-9112"
a ❑
❑ ❑ I❑ a
3'-1 318" 3'-1 3/8"— 12-9 3/4"
❑ I ° 12. 24'
13
0 5'-10 5I8" E 6'-1 318" 10' 14'
TIN25410 T 410 A I'S6 611 a G 35
__ —DRYER ENT
�jL}1 ` I N14530 1530E c� W1530RN1530RDGIN2430R T 832 3066 - 1l GL.A55
(3) 2 x 1 O's OR GREATER FOR
I
r B aR
LG
Ishwashe SB42 2
1 'D
B24R BSL
' ' I
SLIVER HEADER -BEAM 263.7 777 7.1ll0
3„ STUD POGKET� _ _� _ YL _� _1
;fl I ry 4 x 6 P5L P05T
I BRE>4KFAt5T >�REA� in KITCHEN
I (TILE) m (TILE) ) ,� LAUNDRY / 12' — — — — T� 12'
0
FAMILY ROOM ,- - - -� - - -,- - - --, UTILITY -
FIRE R
533 I B30 j 533 a o V `fl ESI�iTANT
ca
V
w v I 3'-10" �+ v (TILE) D 1– (PULLDOYVN STAIRWAY I d3
77
(GRPT) I L----1----�----�
ON DEMAND HOT I ( 2. GAR Gf^[Rl"lG
NAT. HEATER U
- Ul I 2868
i I I tj STEEL I -BEAM ABOVE -
I rc -�
PE I (BEAM 2B2) N12x35
m 5DZ
24" 6'-5112" 314" o I DATE O F
4 x 6 PSL P05T u3012e4 u3o12ea u301264 � CO
in
2 4x6 P5L P05T I J is
FINAL
--- --
— — — - — — � — — — — — —.4068— –2668 I ry .,> THIS, IS A SHEAR NAl L -
ZI?— -j-- -- — — — - — — fE-- 5' MUD ROOM I 2468 NALL TO BE SHEATHED ISSUE
ITH 1/16" 05B PANELS
r I HALL I UNDER 1/2" 5HETROGK
FLUSH SL—BEAM ABOVE I (TILE) DER I I 1/1/19
- (BEAM 251) - NSx28 I in'tea
� "' ROOM --------� i----------,
(TILE) I I I I 2/14/19
2868 +LIT I
DATE PRINTED
FOYER DINING ROOM I 1 I I I I
HROND) I I I I I 2/15/2019
DEN / 5TUDY (HROWD) uP ( o D)
0 0 (CRP') I I I I I I f
SCALE
r _ I I I I I I I 6 x 8 P5L P05T m I 13'-9" �' I -- ----------------I--1---------�- G UNLESS
II ------ OTHERWISE
PE � I ttt�
in I SD
Nam OTED
q0 9 80 9 80
TVg2 410 I TVg2 410 3068 2-1-4 w/5idelites TM b4l0 TVg2 410 (2) 2 X 1 o's FOR ROOF � � 01 /4" = 1'
BEAM ABOVE - BEAM RBI, ,
i 1
MARK,
va �.
,1t;Iv N
0
2'-2 1/2"- -3 1 /2,., -
4'-6" b'-9" 3'-8 112" 6'-0 112" 6' 6" 3'-3" b'-9" 4'-b" 4' b"3' b' -b" 11' t; J
— —L
um
4' 14'-11 112" 12'-b 112" 14' b" 6'-81/2" 5'-3 112" 24'x° �1.
4' 42' 12' 24,
PAGE #
J015T SPAN
CONNECTION DETAILS
b'AND LE55 b'-1"708' 8'-1"TO10' I 10'-1"T012' I 12'-VT014' 14'-1-TO16' 16-1-TO16
On -center spacing of fasteners
1/2- Inch diameter lag screw with 112 -inch
30
23
18
15
13
11
10
maximum sheathing, (c, d)
112- Inch diameter bolt with 1/2 -Inch
3b
36
34
29
24
21
19
maximum sheathing, (d)
1/2- Inch diameter boltuAthl-inch
36
36
29
24
21
18
16
maximum sheathing, (e)
1 - i r AF
so A91k 1.01
For 51: 1 inch - 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0419 kPa.
Q Q a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist.
Window/ D o o r S C h V d u I V b. Snow load shall not be assumed to act concurrently with live load.
MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER c. The tip of the lag screw shall fully e�dend beyond the inside face of the band joist.
INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED
d. Sheathing shall be wood structural panel or solid sawn lumber.
WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE
e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to 1124nch r IF -7
WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF
thickness of stacked washers shall be permitted to substitute for up to 1/2 -inch of allowable sheathing thickness where combined with
THE PROJECT, AND IS ICBO APPROVED,0
wood structural panel or lumber sheathing.
LUMBER SPECIES:
A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE S.RF.-#2
B. EXPOSED ARCH BEAMS TO BE DF -#1 OR BETTER
DECK ATTACHMENTTE
C. SILLS, PLATES BLOCKING, AND BRIDGING TO BE S.P.F-#2.
D. ALL STUDS TO BE S.RF #2 OR BETTER.GNILY
E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS:
ROOF SHEATHING SHALL BE 112" CDX INT -APA RATED 32116.
WALL SHEATHING SHALL BE 1/2" INT -APA RATED 32/16 OR 7/16" OSB.
FLOOR SHEATHING SHALL BE 3/4" T $ G INT -APA RATED OSB.
F. ' I' JOISTS SHALL BE MANUFACTURED BY BOISE CASCADE OR
ENGINEER APPROVED EQUAL.
G. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
ALARM / DETE=R NOTES:
ALL DETECTORS TO BE HARDWIRED w/ BATTERY BACKUP.
SMOKE DETECTOR LOLOCADON REQUIREMENTS:
1) TOP AND BOTTOM OF ALL STAIRS
2) IN EACH BEDROOM (within l' of door)
3) WITHIN 10' OF EACH BEDROOM (one detector may cover more than one bedroom).
4) AT BOTTOM OF BASEMENT STAIRS
CARBON MONOXIDE n TvMR LOCATION REQUIREMENTS:
1) WITHIN 10' OF A BEDROOM DOOR
2) AT BOTTOM OF STAIRS
3) IN BEDROOM (if bedroom has a source of fossil fuel).
HEAT DETECTOR LOCATION REQUIREMENTS -
1) INSTALLED IN ANY ATTACHED GARAGE TO HOME
2) FOR FLAT -FINISHED GEILIN65 THE SINGLE DETECTOR SHALL BE PLACED ON OR
NEAR THE CENTER OF GARAGE CEILING.
3) FOR SLOPED CEILINGS HAVING A RI5E TO RUN OF GREATER THAN VIN V. THE
SINGLE DETECTOR SHALL BE PLACED IN THE APPROXIMATE CENTER OF THE
VAULTED CEILING BUT NO CL05ER THAN 4" TO ANY WALL.
15'20'
•
❑ a ❑ ❑ ° ❑ ❑ ° o ° ❑ ❑ ❑ ❑ ° a U I I a ❑ %❑ ❑ a a ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ❑
❑ °
❑ °
° D 1 ❑
a ❑
20'x 14' DECK
(PT DECKING) o
° 0 1st Floor Plan - 1/411 = 1'
a a
❑ _ _ a
0
❑ °
a 84'
❑
2. 44' o i a 1'-9112"
a ❑
❑ ❑ I❑ a
3'-1 318" 3'-1 3/8"— 12-9 3/4"
❑ I ° 12. 24'
13
0 5'-10 5I8" E 6'-1 318" 10' 14'
TIN25410 T 410 A I'S6 611 a G 35
__ —DRYER ENT
�jL}1 ` I N14530 1530E c� W1530RN1530RDGIN2430R T 832 3066 - 1l GL.A55
(3) 2 x 1 O's OR GREATER FOR
I
r B aR
LG
Ishwashe SB42 2
1 'D
B24R BSL
' ' I
SLIVER HEADER -BEAM 263.7 777 7.1ll0
3„ STUD POGKET� _ _� _ YL _� _1
;fl I ry 4 x 6 P5L P05T
I BRE>4KFAt5T >�REA� in KITCHEN
I (TILE) m (TILE) ) ,� LAUNDRY / 12' — — — — T� 12'
0
FAMILY ROOM ,- - - -� - - -,- - - --, UTILITY -
FIRE R
533 I B30 j 533 a o V `fl ESI�iTANT
ca
V
w v I 3'-10" �+ v (TILE) D 1– (PULLDOYVN STAIRWAY I d3
77
(GRPT) I L----1----�----�
ON DEMAND HOT I ( 2. GAR Gf^[Rl"lG
NAT. HEATER U
- Ul I 2868
i I I tj STEEL I -BEAM ABOVE -
I rc -�
PE I (BEAM 2B2) N12x35
m 5DZ
24" 6'-5112" 314" o I DATE O F
4 x 6 PSL P05T u3012e4 u3o12ea u301264 � CO
in
2 4x6 P5L P05T I J is
FINAL
--- --
— — — - — — � — — — — — —.4068— –2668 I ry .,> THIS, IS A SHEAR NAl L -
ZI?— -j-- -- — — — - — — fE-- 5' MUD ROOM I 2468 NALL TO BE SHEATHED ISSUE
ITH 1/16" 05B PANELS
r I HALL I UNDER 1/2" 5HETROGK
FLUSH SL—BEAM ABOVE I (TILE) DER I I 1/1/19
- (BEAM 251) - NSx28 I in'tea
� "' ROOM --------� i----------,
(TILE) I I I I 2/14/19
2868 +LIT I
DATE PRINTED
FOYER DINING ROOM I 1 I I I I
HROND) I I I I I 2/15/2019
DEN / 5TUDY (HROWD) uP ( o D)
0 0 (CRP') I I I I I I f
SCALE
r _ I I I I I I I 6 x 8 P5L P05T m I 13'-9" �' I -- ----------------I--1---------�- G UNLESS
II ------ OTHERWISE
PE � I ttt�
in I SD
Nam OTED
q0 9 80 9 80
TVg2 410 I TVg2 410 3068 2-1-4 w/5idelites TM b4l0 TVg2 410 (2) 2 X 1 o's FOR ROOF � � 01 /4" = 1'
BEAM ABOVE - BEAM RBI, ,
i 1
MARK,
va �.
,1t;Iv N
0
2'-2 1/2"- -3 1 /2,., -
4'-6" b'-9" 3'-8 112" 6'-0 112" 6' 6" 3'-3" b'-9" 4'-b" 4' b"3' b' -b" 11' t; J
— —L
um
4' 14'-11 112" 12'-b 112" 14' b" 6'-81/2" 5'-3 112" 24'x° �1.
4' 42' 12' 24,
PAGE #
ii n�cn ici i c/IAAA IAIQI �� ATInN -
iE5 @ 24" O.G.
/ PLYWOOD CLIPS
ELEV. 13.10'
TOP OF FOUNDATION
ELEV. 10.00'
TOP OF DUST COVER
12"
6"P.
(2) 2 x 10's FOR ROOF
BEAM ABOVE - BEAM RB1
5/4" x 6" DECKING
PT 2 x 8 FOR DECK JOISTS
a
C
12" X 48" CONCRETE
FILLED SONO TUBES
COLUMN PADS (BEYOND OUTLINE)
16" x 10" POURED CONCRETE CONTINUOUS FOOTING
Cross Section A - 1/411 1'
GUTTERS @ EAVE EDGE5
—NO VENTING
—ANDERSEN 400 5ERIE5 WINDOWS
—R -1q INSULATION
— WHITE CEDAR SHINGLES
—2 x 10 FLOOR JO15T5 @ 16" O.G.
—2 x 10 RIMBOARD
—2 X (b BTU D5 @ 16" O.G. 02 5/8")
—1/2" COX PLYWOOD
—2 x 10 FLOOR JOISTS @ 16" O.G.
—1 1/2" RIM
\2 x 6 PT PLATE
\5ILL SEAL OVER TOP OF
FOUNDATION WALL
ELEV. 13.10'
TOP OF FOUNDATION
DOOR SCHEDULE
FLOOR
FLOOR
2 X 6 5TU05 @ 16" O.G. 02 5/8")
CODE
a,
HEIGHT
R/O
R -1q INSULATION
MANUFACTURER
COMMENTS
0
1
1/2" 5HEETROGK ON
34"
56.1
36 112"X3q"
EXT. HINGED -SLAB
INTERIOR WALL5 & CEILINGS
TW2552
1
2
34 1/8"X41 3/8"
108 "
PLU5H STEEL I -BEAM -
112 1/2"Xqq"
GARAGE -GARAGE DOOR P02
(BEAM 251) - PN54b 2 X 6 BTU 05 @ 16" O.G. 02 5/8")
33 5/8 "
1
R -1q INSULATION
DOUBLE HUNG
cO
1/2" 5HEETROCK ON
30 1/2"X82 1/2"
HINGED -DOOR POcl
INTERIOR WALL5 & CEILINGS
24 1/8 "
1
SOLID BLOCKING FANEL5
ANDERSEN
501.
OVER ALL BEARING AREAS
32 1/2"X82 1/2"
HINGED -DOOR POq
567/b "
34 1/8"X5'13/8"
1
1
W8x15 STEEL I-
W.
801,
R-30INSULATION
BEAMBEAM1B1
34 1/8"X4q 3/8"
DOUBLE HUNG
1
4" CONCRETE FILLED
s'
r .
ELEV. 10.50'
I—STEEL LALLY COLUMN
DOUBLE HINGED -DOOR POq
51NGLE AWNING
BOTTOM OF VENTS
1
1
TW2832
32"
• .•
34 1/2"X82 1/2"
HINGED -DOOR POq
2" POURED CONCRETE DUST GOVER I.
2
1
1
12" CONCRETE FILLED 50NO TUBES
32"
80"
DAMP PROOF COATING ON
EXT. HINGED -DOOR E06
THERMATRU
MUOROOM DOOR TO PORCH
FOUNDATION EXTERIOR
1
;r
63 1/2 "
82 "
64 1/2"X82 1/2"
MULLED UNIT
THERMATRU
8" X 1' q" POURED;:
1
1
P561611
. nu i veru CnIAI n A TI/lAl
. -1 3A" x 3A" x 19" GONGRETE LALLY
12 3/4"X83 1/8"
12"
6"P.
(2) 2 x 10's FOR ROOF
BEAM ABOVE - BEAM RB1
5/4" x 6" DECKING
PT 2 x 8 FOR DECK JOISTS
a
C
12" X 48" CONCRETE
FILLED SONO TUBES
COLUMN PADS (BEYOND OUTLINE)
16" x 10" POURED CONCRETE CONTINUOUS FOOTING
Cross Section A - 1/411 1'
GUTTERS @ EAVE EDGE5
—NO VENTING
—ANDERSEN 400 5ERIE5 WINDOWS
—R -1q INSULATION
— WHITE CEDAR SHINGLES
—2 x 10 FLOOR JO15T5 @ 16" O.G.
—2 x 10 RIMBOARD
—2 X (b BTU D5 @ 16" O.G. 02 5/8")
—1/2" COX PLYWOOD
—2 x 10 FLOOR JOISTS @ 16" O.G.
—1 1/2" RIM
\2 x 6 PT PLATE
\5ILL SEAL OVER TOP OF
FOUNDATION WALL
ELEV. 13.10'
TOP OF FOUNDATION
E CONTINUOUS RIDGE VENT (GARAGE ONLY)
DOOR SCHEDULE
FLOOR
FLOOR
QTY
CODE
WIDTH
HEIGHT
R/O
DESCRIPTION
MANUFACTURER
COMMENTS
0
1
40'1/8 "
34"
56.1
36 112"X3q"
EXT. HINGED -SLAB
1
TW2552
1
2
34 1/8"X41 3/8"
108 "
q6 "
112 1/2"Xqq"
GARAGE -GARAGE DOOR P02
TW28410
33 5/8 "
1
1
DOUBLE HUNG
28 "
501,
30 1/2"X82 1/2"
HINGED -DOOR POcl
24 1/8 "
24 1/8 "
1
1
ANDERSEN
501.
bo..
32 1/2"X82 1/2"
HINGED -DOOR POq
567/b "
34 1/8"X5'13/8"
1
1
2
W.
801,
1 38 1/2"X83"
EXT. HINGED -DOOR E03
34 1/8"X4q 3/8"
DOUBLE HUNG
1
1
1 5
48 "
80 "
50 1/2"X82 1/2"
DOUBLE HINGED -DOOR POq
51NGLE AWNING
ANDERSEN
1
1
TW2832
32"
50.1
34 1/2"X82 1/2"
HINGED -DOOR POq
ANDERSEN
2
1
1
EXTERIOR
32"
80"
34 1/2"X83"
EXT. HINGED -DOOR E06
THERMATRU
MUOROOM DOOR TO PORCH
1
1
EXTERIOR
63 1/2 "
82 "
64 1/2"X82 1/2"
MULLED UNIT
THERMATRU
FRONT DOOR
1
1
P561611
12 "
82 3/6 "
12 3/4"X83 1/8"
EXT. 5LIDER-GLA55 PANEL
ANDERSEN
EXTERIOR
1
1
EXTERIOR FIRE RATED
32 "
50.1
34 1/2"X82 1/2"
HINGED -DOOR POq
THERMATRU
TO GARAGE
2
2
60..
80 "
62 1/2"X82 1/2"
DOUBLE HINGED -DOOR P09
2
1
24 "
80 "
26 1/2"X82 1/2"
HINGED -DOOR POq
2
8
1
501,
80.1
32 1/2"X82 1/2"
HINGED -DOOR POq
2
1
1
28 "
bo..
30 1/2"X82 1/2"
HINGED -DOOR POq
E CONTINUOUS RIDGE VENT (GARAGE ONLY)
GUTTERS @EAVE EDGES
VENT SOFFIT @ GARAGE ONLY
ANDERSEN 400 5ERIE5 WINDOWS
5/8" TYPE *X* FIREGODE 5HEETROGK IN GARAGE WALLS & CEILING
WHITE CEDAR SHINGLES
2 x 6 PT PLATE
BILL SEAL OVER TOP OF FOUNDATION WALL
4" POURED CONCRETE BLAB
8" X 1' q" POURED CONCRETE FOUNDATION
DAMP PROOF COATING ON FOUNDATION EXTERIOR
16" x 10" POURED CONCRETE CONTINUOUS FOOTING
CLOSED CELL FOAM INSULATION
Cross Section C - 1/411 = 1'
PRE-ENGINEERED WOOD TRUSSES @ 24" O.G.
42'
5/8" 055 SHEATHING W / PLYWOOD CLIPS
4'-11 3/4" 3'-1 1/8" 4'-6 l/ " 1' q" 4,_q„
GUTTERS @ EAVE EDGES
NO VENTING 7N2646 TN 846 A2.1 TW 832
ANDERSEN 400 SERIES WINDOWS
ALL WINDOW TO BE ANDERSEN -�D
E WHITE CEDAR SHINGLES I A5TER BATH
in dJ7�w-
1/2" COX PLYWOOD — W (TILE) Im +
R -1q INSULATION
�o
Ln BATH # ~ ? N 1
1/2"5HEETROCKON BEDROOM # 4 I v (TILE) ry
INTERIOR WALL5 & CEILINGS
2 x 10 FLOOR JOISTS @ 16" O.G.
Ln (HRDWD) ° I 2'
iv m
1 1/2" RIM i4 I Im
W8x15 STEEL I I w coIm T Cz W
BEAM - BEAM 151 z
2 x 6 PT PLATE PEt�V Im .
5D
y BILL SEAL OVERTOP OF FOUNDATION ALL "' I 2668
W 206
F CO
Arne
AccE55I H,�LL PE
PE cr �
SD
\2" POURED CONCRETE DUST COVER
—� (HRDWD) 12'-8 1/2"
GL05ET
2668
Cross Section B - 1/411 = 1'
x 6 DECKING
2 X Vs (16" O.C.)
R DECK JOISTS
2 x 8's FOR GIRDER
4 PT P05T
'CONCRETE
.LED SONO TUBE
nD-1/411= 1'
`C DN
1' 3" PE
5D I FE
EL
5D
m
I
17-6 1/2" BEDROOM # 2
I
1'-31/2" 1'_q
NMI;
00
L0
L0
L �i
00
4 1/4" heel hieght ® CD
up Adak I A041
w
Truss Heel Hei ht Detail - 1 /2" = 1'
g
B
I
I
0
L�
-------------
i
— — —YEN p•� C\G
i��
I r '
Lu 0
d
Q 7
Q r I W
a
(HRDWD)
in � BEDROOM # 3Lnv I MASTER BEDROOM
m I 10'-5 1/2"
ry (HRDWD) I (HRDWD)
� I
I
W
in
CV O �-
I U
TW 846 TYJ846 TW 846 TlN 8 '46 TIN 846 TIN846
I
2 51/16"
4'-6" 6'-q" 6'-5 1/16" 3' 1 1/8" 3'-3" 6' q" 4'-b"—
------ E
13' 12 2'-b 1.4 . .
42'
2nd Floor Plan - 1/411 = 1'
U
I
I I U
I
I
A I I DATE OF
FINAL
ISSUE
I 1/1/19
2/14/19
DATE PRINTED
2/19/2019
I I I
sI SCALE
L — — — —
-----�—�31ow\N�',�'—----------- mi OTHERWISE OTHERWISE
NOTED
L
® 1/419
0 = 1'
LL
CV PAGE #
WINDOW SCHEDULE
FLOOR
QTY
CODE
WIDTH
HEIGHT
R/O
DESCRIPTION
TEMPERED MANUFACTURER COMMENTS
1
1
0235
48"
40'1/8 "
481/2"X41 3/8"
DOUBLE CASEMENT-LHL/RHR
ANDERSEN
1
1
TW2552
33 5/8"
401/8 "
34 1/8"X41 3/8"
DOUBLE HUNG
ANDERSEN
1
6
TW28410
33 5/8 "
60'71b "
34 1/8"X61 3/8"
DOUBLE HUNG
ANDERSEN
1
1
A21
24 1/8 "
24 1/8 "
24 5/8"X24 5/6"
SINGLE AWNING
ANDERSEN
1
2
TW2846
33 5/8 "
567/b "
34 1/8"X5'13/8"
DOUBLE HUNG
ANDERSEN
2
1 2
1 TW25310
33 5/8 "
48 '7/8 "
34 1/8"X4q 3/8"
DOUBLE HUNG
ANDERSEN
2
1 5
IA21
24 118 "
24 1/8 "
24 5/8"X24 5/8"
51NGLE AWNING
ANDERSEN
2
1
TW2832
33 5/8 "
40 1/8 "
341/8"X413/6'
IDOUBLEHUN&
ANDERSEN
2
8
I TW2846
33 518 "
561/8 "
34 1/8"X513/8"
IDOUBLEHUN6
ANDERSEN
GUTTERS @EAVE EDGES
VENT SOFFIT @ GARAGE ONLY
ANDERSEN 400 5ERIE5 WINDOWS
5/8" TYPE *X* FIREGODE 5HEETROGK IN GARAGE WALLS & CEILING
WHITE CEDAR SHINGLES
2 x 6 PT PLATE
BILL SEAL OVER TOP OF FOUNDATION WALL
4" POURED CONCRETE BLAB
8" X 1' q" POURED CONCRETE FOUNDATION
DAMP PROOF COATING ON FOUNDATION EXTERIOR
16" x 10" POURED CONCRETE CONTINUOUS FOOTING
CLOSED CELL FOAM INSULATION
Cross Section C - 1/411 = 1'
PRE-ENGINEERED WOOD TRUSSES @ 24" O.G.
42'
5/8" 055 SHEATHING W / PLYWOOD CLIPS
4'-11 3/4" 3'-1 1/8" 4'-6 l/ " 1' q" 4,_q„
GUTTERS @ EAVE EDGES
NO VENTING 7N2646 TN 846 A2.1 TW 832
ANDERSEN 400 SERIES WINDOWS
ALL WINDOW TO BE ANDERSEN -�D
E WHITE CEDAR SHINGLES I A5TER BATH
in dJ7�w-
1/2" COX PLYWOOD — W (TILE) Im +
R -1q INSULATION
�o
Ln BATH # ~ ? N 1
1/2"5HEETROCKON BEDROOM # 4 I v (TILE) ry
INTERIOR WALL5 & CEILINGS
2 x 10 FLOOR JOISTS @ 16" O.G.
Ln (HRDWD) ° I 2'
iv m
1 1/2" RIM i4 I Im
W8x15 STEEL I I w coIm T Cz W
BEAM - BEAM 151 z
2 x 6 PT PLATE PEt�V Im .
5D
y BILL SEAL OVERTOP OF FOUNDATION ALL "' I 2668
W 206
F CO
Arne
AccE55I H,�LL PE
PE cr �
SD
\2" POURED CONCRETE DUST COVER
—� (HRDWD) 12'-8 1/2"
GL05ET
2668
Cross Section B - 1/411 = 1'
x 6 DECKING
2 X Vs (16" O.C.)
R DECK JOISTS
2 x 8's FOR GIRDER
4 PT P05T
'CONCRETE
.LED SONO TUBE
nD-1/411= 1'
`C DN
1' 3" PE
5D I FE
EL
5D
m
I
17-6 1/2" BEDROOM # 2
I
1'-31/2" 1'_q
NMI;
00
L0
L0
L �i
00
4 1/4" heel hieght ® CD
up Adak I A041
w
Truss Heel Hei ht Detail - 1 /2" = 1'
g
B
I
I
0
L�
-------------
i
— — —YEN p•� C\G
i��
I r '
Lu 0
d
Q 7
Q r I W
a
(HRDWD)
in � BEDROOM # 3Lnv I MASTER BEDROOM
m I 10'-5 1/2"
ry (HRDWD) I (HRDWD)
� I
I
W
in
CV O �-
I U
TW 846 TYJ846 TW 846 TlN 8 '46 TIN 846 TIN846
I
2 51/16"
4'-6" 6'-q" 6'-5 1/16" 3' 1 1/8" 3'-3" 6' q" 4'-b"—
------ E
13' 12 2'-b 1.4 . .
42'
2nd Floor Plan - 1/411 = 1'
U
I
I I U
I
I
A I I DATE OF
FINAL
ISSUE
I 1/1/19
2/14/19
DATE PRINTED
2/19/2019
I I I
sI SCALE
L — — — —
-----�—�31ow\N�',�'—----------- mi OTHERWISE OTHERWISE
NOTED
L
® 1/419
0 = 1'
LL
CV PAGE #
0 5'
10'
20' 30'
----,----------------------------.-------------------,
i
II---------------,
II
II
-------------- --------- -----
II
II
II
�
II
��
II
II
- - - - - - - - -
------------
- - - - - - - - - - - - - ----=-------
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I 10:12
II
I
II
II
/
-------------�
1
--------------------------
.
I I
6:12 I 6:12 L
'4 I Roof
Plane Plan -
1/411 = 1'
LZ
r
imm=mmmmI0000
Right Elevation - 1/4 =' 1'