BP-26663I j ;. ; S
RESIDENTIAL: t 2002
SECTION 8 - INSPECTOR'S REVIEW/COMMENTS
-•
I.- Date plan reviewed:
2. 30 days to*review period expires:
3. OK to issue date:
4. OK to Issue subject to requested submittals(see project review Nvorksheet):
5. DENIED (see project review worksheet):
6. HOLD
. Date:
Date:
Date:
r �
7. HOLD subject to Zoning Board of Appeals action:
8. Comments:
oector's Signature:
Date:
SECTION 9 - APPLICANT NOTIFICATION
Applicant informed of above Date: Time: Clerk:
Comments:
'
SECTION 10-OFFICEVNSPECTOR'S NOTES
Total Permit Fee: S
Less Application Fee: S 25.00
Remaining Balance:
S
FAL FEE: Gross Area - New Construction total sq. ft.
Gross Area - Alteration total sq. ft.
Permit Issued To
- SECTION 11 - ADDITIONAL COMMENTS/SKETCHES
- -
?002
RESIDENTIAL 2002
❑ FOUNDATION ONLY
$25.00 APPLICATION FEE IS NON-REFUNDA13LE & NON -TRANSFERABLE
DARTMOUTH BUILDING DEPARTMENT
DATE RECEIVED
400 Slocum Road, P.O. Box 79399
3 Dartmouth, MA 02747
508-910-1820 FAX 508-910-1838
APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
THIS SECTION FOR OFFICIAL USE ONLY -
RECEIVED BY: I e( 62;
BUILDING PERMITS
DATE SENT FOR REVIEW: 1'�v
2
NUMBER: -660
J
DATE ISSUED:
OK TO ISSUE - SIGNATURE: DATE
Building Commissionertinspector of Buildings
7nnina District:_ Proposed Use: Zone: ❑ C ❑ B ❑ A ❑ V Outside Flood Zone ❑ Aquifer Zone
THE FOLLOWS AGENCIES SHOULD BE NOTIFIED:
❑ Board ofSB and off' Con Corn ❑ Demo 0 DPW l ��1 ❑ Elec. ❑ E erReport
Appeals l Affidavit Card Send CdM Follo , up*
❑ Fire ❑ Gas ❑ Planning Board* ❑ Sewer Card ❑ Water Card ❑ Zoning ❑ Other
Chief Cut OH / Cut Off / Cut Off Review*
* REQUIRES INSPECTOR'S REVIEW BEFORE THE ISSUANCE OF A PERMIT.
DEPARTMENTAL APPROVAL
Zoning Review: gnat e Date:
Energy Report: Si nature: nature: Date:
Fire Chief: Signature: Date:
Board of Health: Signature: Date:
Conservation Commission: Signature: Date:
O:1Lr. Signature: Date:
Description ofivorkbeingpelformed: Horse run-in shed 12' x 28' Post/Truss Const.
SECTION 1- SITE INFORMATION
NUMBER OF PLANS SUBMITTED: t
SITE PLAN SUBMITTED: ❑ yes ❑ no
1.2 Assessors Plat & Lot Number'
1.1 Property Address: 2
Pla Lot
Nearest Cross Street:
Subdivision Name:
1.3 Historical District ❑ yes XZ no
Total Land Area Sq. Ft.: t`fApprox. 73,000 sf 1.6 acre
Has application been submitted to the Historic Commission?
❑ yes TTno Date:
1.4 Water Supply (MGL c 40 § 54):
1.5 Sewage Disposal System:
❑ Municipal❑ Private Well
❑ Municipal XM On Site Disposal System
Clbldg.forms\Bldgapp.res.wpd - Page J - - Rcr. J:muary 19, 20C11
C. 1 ld_.Io nns'•d3ldcauo.res.wod
Paee I
Rev. January 19. 2001
2002
RESMENTIAL
IAl1VU
Dr, UnUNITTAr
SECTION 2 - PROPERTY OWNERSHIP / AUTHORIZED AGENT
2.1 Owner of Record:
Michelle Taipale
36 Barney's Joy Road
Angelica Russell
South Dartmouth, MA 02748 617-262-3225
Name (print)
Contact Address Phone Number
? 2 Authorized Agcnt:
Michael Belanger
1000 Boston Turnpike, Shrewsbury, MA 0154
Name (print)
Contact Address Phone Number
SECTION, 3 - CONSTRUCTION SERVICES
Not Applicable O
3.1 Licensed Construction Snpei%isor:
Licensed Construction Supervisor Michael Belanger
License Number 040846
Address 87 Hazel Street, Uxbridge, MA 01569
Expiration Date
07-13-2003
Te1e hone 508-981-2070
Sicnatnre l P
3.2 Registered Home Improvement Contractor-
Not .Applicable ❑
Arc you a Home:`)nlprovement Contractor subject to (780 CMR-6)? ❑ )'es ❑ rlo
if no, go to the nextsection!
Are you claiming exemption frorta they requirement'? ❑ yes O no
f yes, submit the
required affidavit!
Company Name Goodman Construction, Inc.
Registration Number (if none. state "none")
NONE
Address 100 on Turnpike, Shrewsbury, MA 01545
s
Signatu'�� Telephone 508-842-8453
Expiration Date
VFol Resident emo ' Wcuk Only
K
s
�'�'
ED CONTRACTORS DO NOT IIACE ACCESS TO filE G4}ARANTF FUND:
PERSONS CONTRACTING WITII UNRFG�ST
`
QLU_,STIONS OR COMPLAINTS call or n to -:
HorneGnprm nett Couunctols Rcgi. 'anon OnL Ishburtmt Place- Road 1301, Boslmr, ALI p'1(TTF,`-, C617)e721?SJ9S
It
Owners Name (print)—J i
� �
Sitna[ure `e`-
by signing the above, the home omter acknowledges that therewill be no clieibilty to the GuuratuN Fund
CrTte__ --
Wonaeowner Exemption - One & Two Family Only
- IROWN PROTECT
- FOR HOMEOWNERS WHO INTEND TO PERFORM .4\D BE RE'POU 3LE FOP. THEIR
109.1.1 Licensing of Construction Supervisors: Except for those structures govemed b\ Constru:tion Control in Section 116.0, etfeeuce July 1. 1952_ no individual
shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration. repair, removal or demolition involving the structural elements of
buildings or structures, unless he or she is licensed in accordance with the rules and regulations pro oulgated by the BBRS entitled Rules and Regulations for Licensing
Construction Supervisors.
Exception: ,\ny liomeowner perfonnine work for which a Building Perrot is required shall be exempt from the provisions of this section: provides that if a
Homeowner engages a persons) for hire to do such \cork, that such Homeowner shall act as supervisor.
For the puryoses of this section 0111v a-Homcowncr" is defined as follows: Persoti w he ores a parcel of land on which heishe resides or intends to reside, on
which there is. or is intended to be a one or n,o family dwelling, attached or detached structures accessoy to such use and.br farm structures. A person who constructs
more than rare home in a nvo-year period c-.c�J not be considered a Homeowner.
If you are appb. in, under this section sign below:
Sinnawre:
Your signature carncs certain responsibilities, ineiudine but not nccessuay limited to, general liability
No I K E TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction
(see Appendix of 780 CMR R4.2.15)
�uoenis�r. \: he:her or not they hate taken the permit are responsible for code compliance.
AFFIDAVIT (MGL c 152 § 25)
SECTION 4 - WORKER'S COIIPENSATION INSURANCE
%Workers Compensation Insurance affida\ it must be completed and submitted with this application. Failure to provide this affidavit
Neill result it,, the denial of the issuance of the building permit. Signed Affidavit Attached: eyes ❑ no
OF PROPOSED WORK (check all applicable)
' SECTION 5 - DESCRIPTION
❑ addition ❑ alteration ❑ repairs ❑ chimney/ ❑ woodstove
tic\ coast -action*
fener-eq Bred) fireplace
m repa'n
IGLU",t R�.O.'t ]'Pq!!Il'C'L1J �'
deg!; ❑ pool xR accessory bide. ❑ replacement window/door ❑ other ❑ demolition
doors_ (specify below): (specify below):
(sued'garage) no. of windows_
If ncvv construction. please complete the followin,:
Single Family: no. of bedrooms no. of baths.
Tcvo Fnlnilc: no. of bedrooms fruit 1 no. of baths trait I
no. of bedrooms unit 2_ no. of baths unit 2 _
- Fntllaee (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
- Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify):
- _Air conditioning - (separate unit)
_ ,one of die aboxe to be provided
Ifor %%ater. Gas Electric Fuel Oil Other
Brief Description of Proposed IFork: Construct hor..se run-in shed by means of post truss
assembly 12' x 28'
SECTION- 6 ESTIMATED CONSTRUCTION COSTS
Estimated Cost (S) to be completed by permit applicant
Item
I. Buildim*
3,000.00
ical
Plunilnn
a. >hch:t teal I HV'A0
Estimated Total $ 12,000.00
SECTION 7A - OWNER AUTHORIZATION
(to be completed when owner's agent or contractor applies for building permit) -
Fleneprint)
1as Owner of the subject property hereby authorize A /
to Ia tt 3n t w be mtj tit all matters relaJp/yve to \4 ork aut{lorized by this building permit application. u
0
c c!—
1 -Q.Y.�
SigIMt1ure of Owner Date
SECTION 7B-OWNER/.4UTHORIZF,D AGENT DECLARATi N
I. Michael Belanger as Owner/Authorized Agent hereby declare that the statements and information
on the foreLoing application are true and accurate, to the best of my knowledge and belief.
Signed under the pains and penalties of perjury.
10-23-02
Date
Signanlre of Ovxner,'.-Authorized Agent
.r!d�pp.res �cpd
pace
Pagc 3
Rev. January 19, 7001
28'-O'
4,-0" 41-0" 4'-0' 4 -0• 3 -9'
3'-9' 4'-0' 12' DIA. CONCRETE
FILLED SOMA TUBE
MIN 4' BELOW GRADE
TYPICAL 15 PLACES
-
Cry
I I
I
in I I 1 I�
I I I
QII I I 1 I
I
T 1 I
_1
- �------ -------------_ - --_-- - _----
_ I I I
V/ s DIA. CONCRETE
FILLED SOIIA TUBE
MIN 4' BELOW GRADE
2 PLACES 10.S SHOWN
FOUN DAT ION PLAN
QI
28'-0"
I ► I I I _ '
G 8 T PLANK WALL- -
2)( (°
I I
I I I I
I
1 I I I I I
3- ZXiZ BUILT UP HEADER( 1
FLOOR PLAN --
28'-0`
SCALE 1/4"-1'-0'
DUTCH DOOR
Q
FLUSH MOUNT HANGERS
ROOF CONSTRUCTION:
ASPHALT SHINGLES
15 LB FELT PAPER
5/8' CDX PLYWOOD
ZX4 ROOF PURLINS 240 OC
14 PRE-ENGINEERED ROOF TRUSSES 48" OC
'--iX8 FASCIA
MDO PLYWOOD SOFFIT
3- 2X6 BUILT UP COLUMNS
I
3- ZXL COLL"
4' O.C. TYPICAL
2X8 PT SPLASH PLANK
12'-O'
12" DIA. CONCRETE
FILLED SOMA TUBE
MIN 4BELOW GRADE
TYPICAL 15 PLACES
TYPICAL SECT ION
SCALE 1/4"-1'-0"
GENERAL NOTES: A. DESIGN LOADS
Q 1. FLOOR G^� LIVING SPACE 40 PSI LIVE / 10 PSI DEAD
A. Fi�A Y 1I N G LUMUER Z. FLOOR G SLEEPING SPACE 2�O PSI LIVE / 10 PSI DEAD
3. ROOF 40 PSI LIVE / 10 PSI DEAD
1. STUDS - N0.3 OR 'STUDS GRADE.
Z. JOISTS AND RAFTERS - E = 1200000 PSI / FB - IJ50 PSI C. SO I L 6EARI N G CAPACITY 300o
PSI
3, YAMS AND GIRTS - E = 1200000 PSI / FB = 550 PSI D. FOOT I N GS
AA � /� 1. FOOTING SHALL BE PLACED ON UNDISTKUBED OR ENGINEERED FILL TO
V. >{ �EATHING A DEPTH REQUIRED BY LOCAL BUILDING CODES AND FROST CONDITIONS.
1. WALLS - 12' EXTERIOR GRADE CDX PLWOOD. E. FO U N DAT I O N
2. ROOF - 5/8' EXTERIOR GRADE CDX PLYWOOD. 1. ALL CONCRETE WORK SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE
2. FOUNDATION SHALL BE A MAXIMUM OF 4' ABOVE FINISH GRADE,
AND GRADE TO SLOPE AWAY FROM FOUNDATION.
3. FOUNDATION SHALL BE MIN. STRENGTH OF _2.lOOO PSI e Z8 DAYS .
4. ANCHOR BOLTS TO BE 1/Z" DIA. X 7 LONG
NAIUNG FOR 7/16' O.S.B.
((4) PC-716 PLYWOOD CUPS
°OEIW'EEN
MA9N FTrAuwc MEMBERS ONLY
SINGLE PLY TRUSS
66 COMMON (P/N: OaOOxS)
OM
PER SLEET EVERT
CONNECTION TO
O 6. O.C. O EDGES r,•
x o wr. SLKN'Dla£
(Q,P ,u1DYATIGaLY
MAINTAINS I/° DAP BETWEEN
2a,Q
I
ENDWALL COLUMNS
W.WAN IN DAP
SHEE6)
O &L EDGES Of SHEETS.
YIN. APA RATING: 24/16
ALLOWABLE LIVE LOAD: 40 PSF
REFER TO ME DETAIL
MIGATED FOR THE
I
•
%� A
CONNECTION REOUNED
21 WRLINS
INPOCKETS
ONE PLY r•n:F TRUES
]-PLY
EW COL.
♦-PLY
Ew WL
OSB AND PLYWOOD PROOUC7£ ME SUBJECT
..'�
I
uSS TOP CHORD
FF341
F1343
70 E%PAN510N WIZEN ExPOSED TO AY&IM
1155 BTU CHK]R0
FF]]1
FT733
JOBSTTE CONDRIOINS RATER WSTALIATION
OF Me OR PLYWOOD AND fEIT PAPER. ME
ROOF DEG, SHOULD BE ALLOWCD TO ST,1 Ll2E
TRUSS
TOP CHONO
TRUSS WEB
FF371
M371
OF FAVOR
= 0YS
W RAPIER
TRUSS DIAGONAL WEBS
FT]SI
FT351
Oi SHNGIFAESS£
TO°NSTALU110N 11RT10N
N THE FELT PAPER RESULT%+G FROM E%PM61ON
' TINE UNOOMYMEM IWERAL MUST BE CORRECTED
LASS /IEEE o CORNER
Fru-
EF36-
PAM 10 NSTAUAXIN OF SHNGLES.
B
-
STAGGER END SPLICES 24'
FF302
GABLL 1RUSS TO FASTEWN COLUMN CONN.
rASRWNc LULL
364
R2
JD080
7 /6' G.S.B. SHEATHING la• OC PURLN£
IY D.C. ROOF SYSTEMS Va
EI
XK-ERA E W LL
Br 1; •
NYLON MESH 6 NOT REQUIREDCENTER
WHEN GEEING LINER OR
INSINATgN STOP IS PRESENT.
i
ME
MIL ON THE
1/2• WTD1H
rxi
I Iw; 2,4 2%6 :A:
^, = 10'/12' HEEL:
`r• 1 1 2• YIN. 2' (NAI R.S.
�3 -'1 ^� 1 1 2• MIN
OFEAQI
L. :
I
(2) BLV. W/ ` '• <. I ODLUYN PLY = I , xI Z%a WERE. 1l `
h) 16a R.S. NAILS ` Ake2) 166 L�r� �><� '
O rA END TOP CHORD AIR M1 "` i S. NAILS
/-SPACE 1 1 x) ^ i 1 x d I% x s
2T4 STIFFENER r 1 x l )WEBS:
SET TOP OF FILLD-CUT AND LOCATED ` 1 X 1 1 1/i' B' HEEL:64
BEVEL EVEN AT YID -BAY AS SHOWN. ti , X i ) ' (NALSCOLUMNWAN l U Q< (y % EX E . CC 11NLS
FACE art --- --- EA- ENO. £TAP0 WTo PUCE xx l -26 A) x12.00TOPANO OU MWEG TO
3- 2Xro COLUMN SEE: S TTENER IOW R NAILER LE B��X X' b(CONnGUMTONI OF LMID' IFZ18 BUCK NYLONMESHPIN (068219 X; ' x PLACEMENT YAY V x
4' O.C. TYPICAL 2 wDE CUiMO£tRP£ r 10 /17 TOP 1 ,M1i CHORD'WAUF BETWEEN TOPOUT O IELNE TO WLWN FOR OIFAHANGS 12' OR LESSOUT OF BEV. IM%-ER (6) 166 •. WIlE OtliT AHD IAVSi
6•/6 1W ]WWI wN1 R5. IAAS ,+' '• 18�"5D H)
OVERHANG SZE WAL_ CRT
-- /NOY. ACT. tlDIE: 7C. BAY CUT TWO SUITS 3 1/2- 6� j6C ON ME UNTI 1N 1/2- ,
ALSO SEE OETAE IF219 TPA EA E%ISiS: IEI1 0 SPACE 2% SOFTR NAIWR MART AT BLOCKING.
ZX8 T2 G PLANK FB MESH MEND 5. NAILS +ROM Of EACH
ALSO SEE
OVERHANG ADDITIONAL 2%a MT STUFENER(S). PLACEYEM AT COLUMN III IES14STIFA OV COLUMN PLY
WITH RUSTIC SIDING `" ° TRUSS HEEL CON 01N MAY VARY. TOP CNDRU TO 3-PLY ENDMALL CO! 46 TRUSS WEB TO ]-RY E-ur- CO 46 ENDWGABLE TRUSS CON TO UN RUSH CEYYN AB
I SOEWALL SAVE OIEWANG. LNI-SOFFR b FAVE ovEN E YB-BAY SOFTR WEER 24 R6TAWIION Of MYLW MESH 24
IF213 STANOYIO OR RIISM NSEf IS' FI IF218 SIMOMG SAVE fRAYNG 3/4'.1 EO IF261 STMPAPD LIVE FRAYYWNG 3/4'-+ EO FF341 ENGWAIE LONIEL'T1ON6 LNNI-iA. 13' RI FF351 ENDwALL WNNECTKNS Uw-iA. 1.5• Rt F 363 ENGwALL CONNECTIONS UW-FR. 1.5 RI
W MAILS 12. ON CENTER
FELT PAPER AT MINGC CONNECTIONS
COLUMN COLUMN COLUMN
FRAYING CONNECTIONS YCARES) NATION
IH••""� '1 PLYWOOD SHEATHING 1/6• GAP ba N4L5 6' D.C. AND
7 16• TKK STAGGERED SIN TO SIDE
SMNGLES lM 3/6' -_ / 50 MYL9 ARE 7' O.C. 1 ____ STMOMU TRAWLS O G END
( 6a R.S.
. PAST EDGE OF PLYWOOD SHEATHING - H'S. INNLS V FIARK
METAL TRIM.
7/16• THIN O ENO WIfEi 2%B TACG �' ' SEE OTHER
20 CG TREATED %1 10 NT PLANK�I 1 FF4. ODUAL
4d GALV TONGUE i GROOVE 6 APPLIED. THE I T
300 SittE r. BO% MAIL TRUSS TOP CHORD SP I'O PUNK Y-JOIN D TO
�• TRW , 12' D.C. OR ROOF PURLIN .. (DFA RETENTION) PAGE 'INSNE'
. OF BULGING.
---------- ---- ON A TOP CHORD __ I --- AWI1101YL 1 1 1 WALL GIRT
WOOD FASCIA o 0 o OR ROOF PURN ROW£ AS 1 1
r FASTEN WITH 6W 1 __ REOURFD I I ��
FINISH WAILS 12bD 12'O.C. 7' O.C. i ' •�'�
J1 i
2' O.C. STAGGERED PLYWOOD
1^T-1 �'
' SOFFIT
INTERIOR NAILING 7/16' MK PERWET32
ER EDGE SPLICE 7/16' SPI/5H PLANK DONNECTKN 40 V-,,oIW TAG SPLASH FF415 MI -FRAME SPLASH CONNECTIDNI•.1 RD FF430 UW FFW CMYEIRT 7WN1 FASTENINLuwm o oc�'I'+EC iOn RO
EAVE OVERHUNG WOOD FASCIA 6a FF41 0 UH-FRAME WALL F"E NG 1.5' RD
JD -A £HINGE OVERHANG,
HANG, WI-i WE RF 2 fll JD-B PLYWOOD SHEATHING WAILING 2- R, JD511 ttiwooD SHEATHING. NIL PATRAN 2 AT COLUMN TU EXTEND
USS
VERTICAL CHANNEL RUSTIC SIDING CRIBBING ANGLE KIT W/T70 OP HANG
P/N: 60185 16M LAM
_ ROLE BARN
I%4 WOW 1 1/:' % i 1//2' CRIBBING
-- SIDES
7MM /�- µGCE j641177) B' LONG
64 fJLV. NAILS LEAVE 1/B• LAP - ��� R.S. NAILS.
0 12' O.C. FDA EXPANSION VERTIGL RUSTIC saw NRRYEOIA7E K NAIL FROM
2 STAGGERED FASTENED WITH 6D �� TRu55 AT Cd8 F `" OitTRUSS
SCALE 1/4 '-1'-0' - ENDwML STAINLESS NAILS
'x
-' - - -- , FASTEN ' PI WIM EA (la _ 71. O.D.
.. 1%a WOW 1R1u �� x 1 1/4PHwP£ NERD 6AXMUM
COATED BLACK (P/N: ORcryp,)
266) (TmJ
1 - PER MANGE (LOIN. 10
1 EACH ) I. III
£S Is smu. ON THE TRUSS WHERE BLOCXJNG LLO BE LOCATED."
- _ 1 Yf00D 2. WJtK ME 2 IT a ON THE BACK SIDE WHERE DIAGONAL B' HEEL
ACROSS
1 US 1-PLY
1 SONG HIDIOZONTAL WALL GIRT FRAMING FRAMING WEBS GO ACROSS IWPoZONTAI. 2 x 4. ERNS£/RATTER
_ - I 7. USE A CIRCULAR SAW AND CUT ME 2 X 4'F WHERE IOE-NAIL
(0)) NALS EACH 07A 510E
. :. 1. fR 9gNG AS TIGHT AS POSSBLE Br THE MIMS ARE. � W KI `1744 62TAL
TOP MEW /LEA Gc
.. �- 4
.. _.. I N 1/16 R� TOO LONG.
EACH cE16E �T}�r
• Il 11 `II 11 p) PEIR END.
2.. CAULK ALL BUR JOINR
7. TeE Bonou a SONG TO BE TREATED
- . • VERTICAL CHANNEL RUSIK SONG fA1BBING ANGLE INC.FASTENHARDWARE 96 2%a IgRQONTAL BLOCKING I%'13 TRUS$ 6 WO Wtrl AG TRU£S_C04UYn CONKECOON 46
woad coaNER TRIM FAs ENNc 6a p HD$35 iauss GaNNELTdns Ie.1 Ro
MB-A WOOD SONG DETAIL 2 PI MB-B FASTENING
- 3'-1'- RD 06025 DETALS. 15 110w Box SULL 3' ('97) RO H6212 CABLE EtNG 11OJ55 BLOGENC 3/T6'.1 [0 -'
- THIS L VARY N HAT CHANNEL Wt
COLUMN EARS WILL VARY P/N: HANNEL
BIGtlI rnRNER COLUMNS ECOIW N� TRU55 EAR UOEHLSNIN
-lu
-------------------------'� - ' \
. SIDEWALL 11 I I' 1 x x DFASTE BLOCK
N EAR \ R
T7 \\\\\\ ienYIHG
r1V1 1 1 1 I I ONE x SH s) I6a P.NG
4 IIhILT\�]IVAJVI (ESTER CORNER COLUMNS LU LL VARY W(M ME TYPE OF £NW K W S S
,. 2-PLY (WIN PO OR �1 SIDEWALL COLUMNS) UN-iRAIE BUILDING BEGHT W iNE DEALER... A A K x PER SIDE OF JOPEE W
N
A TRUSS WEB % _ _ H SDE OF COLUMN
_, .. 2Y8 CORNER CMUMNS MEMBERS _ 1! TOTAL)
- ... I 2X6 CORNER COLUMNS I A UN -FRAME F BUL01NG1 (WHERE ME COL1A96 ME BOLTED TO % A a I
�1 A CONCRETE fOU%OATION• IRS FACTORY BOLT COLUMNS. COLUMN 1. NO % HA E CA BLACK
j nHGER-JOINT �I _ ON A STANDARD RERANGUWt BUILDING, THERE LULL BE TWO A • ♦ EMS HAT CHANCE (640125)
Ia of GORIER 'IE1Y AND TARO GORIER 'RIGNf' COLUMNS PROVIDED. • ♦ BLOCK
Iz 2X6 CORNER COLUMNS A 166 P.S. NAILS % FASTEN NAY CIV.NNQ
Z'-0' IW 2" CORNER COLVYNSA
THERE WILL ALSO BE LEFT AND RIGHT CORNER COLUMNS SHIPPED S 12' O.C. WRH 115) AN4 x 1
2'-0' STAGGERED.\\ PwWPs PAN READ BVL
3_PET (WIN i2. IDt OR /DlwRH THE ONE-NEGE EMBEDDED Yw-FR4:E 1 BUILDING. K A WOOD SCREWS (A/SDE)
-. SIDEWALL LIMNS) _ RATER COLUMN HAS BEEN (IS) II/16' ® (042266)
NOTE: PoGHT AND LEFT 6 DETEAIRNNED or LOOKING AT ME I I I I I I 1 I I SET W 6 READY TO MOLE£ PER
. SIDEWALL BULOMG FROM ME OUTSIDE FACING AyDEWAI I, III 1 1 I 1 I 1 RECEIVE RODE SYSTEM. :� INSERT BLOCK CHANNEL
.. CUT BLOCK TO APPROPRIATE k REED CUT 70 A
HEIGHT BEFORE NA6RVC
3FEI A}� _ - nrJF-PIECE UNI-FRP.ME 1 MO PLACE CORRECT LEMON
--AND 1 WI -FRAME II BUILDINGS •'t DRAWN AT 2 RYE£ GIVEN 5
CORNER COLUMN LAYOUT LEFT r wgrt 36a -. FF3 / 1 ENOWAL CONNECTIONS WES MIUNI-TR 1• RO FF388 RON, SYS-ENING SiOEWAUL 1-PC. COLUMN UNI U.IlLiN PREPARATION FnA IE 1 R2 OB029 OETAUS, OR 3X96 TI5 NOW BOX 111 CHINNI N3. C"),ME R
FFO 11 UN fR I ONE -PC COL / URI-FR F f AT FLUSH YOUN Il HGFN
1 :.. -_ - 1 OR 2 PLY
_._ _ ,'.' WMS,1RATER
CENTER ME -- -- TOP CHORD P/N: i0a599a (2xa)
MAIL ON THE 3 PLY ENDWNJ. I R115M MOUNT HANGER P/N: V046DOO (2X6) YA90D FRAY(
1 1/2' WIDTH COLUMN (NOTWFD
OF EACH COLUMN - _ _-.._..011 fWSM. CONFY.URAiWN I PIN: �046000 (2X6) HARE 2L1'ORD RAND V4 2xe
LOT: 741196
COLUMN PLY MAY VARY.) .. I HANGER FOR 2%5 BM
. _ 1 CHORD BRACE CONNECTION)
BOTTOM CHORD - 1
' OF TRUSS LINE 1
1%6 ROOF WOOD SOFFIT
r �1
1• W/66 0 12 BOX
1 1 NV
i 1 1%1 1 1%I 1%1 a - 15011 O.C.
Ta)++{%Px
< 1 I 1 1 ^ I x 1 1 K 1 ICI G ]]]HHHEM 1AL5. 4 I 1H• x
TIT
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TNs (tawlrg illustrates
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to Goodman Ergineering.M.
Any cusclosure or use
Of this information Is
expressly prohibited without
written ageement.
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Scale AS NOTED
Date 10-n-02 VJTC
Checked
Ro I APPFDVed
Project No.
OZ-155
[Dwg. No.
A-1.1
4 -0. 4'-0" 4'-0' 4'-0. 3, 9. P
12' DIA. CONCRETE
FILLED SONA TUBE
MIN 4BELOW GRADE
TYPICAL 15 PLACES
--)' L -7-
1 i
Q Q ii i i i i 1 i ii
i
1
W DIA. CONCRETE
FILLED 50NA TUBE
MIN 4' BELOW GRADE
2 PLACES AS SHOWN
FOUN DAT IOW PLAN
will
SCALE 1/4'-1'-0"
A
J8 Te,G PLANK WALL - - —
i
3- ZX1Z BUILT UP HEADER, i
15'-) 12' I �I
FLOOR PLAN
WOW*&
DUTCH DOOR
3- ZX/a COLUMN
4' O.C. TYPICAL
7X8 Td,G PLANK
WITH RUSTIC SIDING
SCALE 1/4"-l'-0'
A
Q
-v
2'-0'
i
12'-05
FLUSH MOUNT HANGERS
ROOF CONSTRUCTION:
ASPHALT SHINGLES
15 LB FELT PAPER
5/8' CDX PLYWOOD
ZX4 ROOF PURLINS 24" OC
14 PRE-ENGINEERED ROOF TRUSSES 48' OC
TY PI CAL SECTION
9X8 FASCIA
MDO PLYWOOD SOFFIT
3- 2XL BUILT UP COLUMNS
3- 2X6 COLUMN
4' O.C. TYPICAL
2X8 PT SPLASH PLANK
12" DIA. CONCRETE
FILLED SOMA TUBE
MIN 4' BELOW GRADE
TYPICAL 15 PLACES
SCALE 1/4'-1'-0"
GENERAL NOTES: A. DESIGN LOADS
1. FLOOR G LIVING SPACE 40 PSI LIVE / 10 PSI DEAD
A. FRAMING LUMBER Z. FLOOR 6 SLEEPING SPACE 30 PSI LIVE / 10 PSI DEAD
3. ROOF 40 PSI LIVE / 10 PSI DEAD
1. STUDS - NO.3 OR 'STUDS GRADE.
Z. JOISTS AND RAFTERS - E-1,200000 PSI / FB = 1,150 PSI C. SOIL bEAKI N G CAPACITY 2000 PSI
3. BEAMS AND GIRTS - E = 1200,000 PSI / FB = 550 PSI D. FOOT I N GS
p I. FOOTING SHALL BE PLACED ON UNDISTKUBED OR ENGINEERED FILL TO
U. SHEATHING A DEPTH REQUIRED BY LOCAL BUILDING CODES AND FROST CONDITIONS.
1. WALLS - 1 /Z' EXTERIOR GRADE CDX PLWOOD. E . FO U N DAT I O N
2. ROOF - 5/8' EXTERIOR GRADE CDX PLYWOOD. 1. ALL CONCRETE WORK SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE
Z. FOUNDATION SHALL BE A MAXIMUM OF 4' MOVE FINISH GRADE,
AND GRADE TO SLOPE AWAY FROM FOUNDATION.
3. FOUNDATION SHALL BE MIN. STRENGTH OF 3000 PSI G°' Z8 DAYS .
4. ANCHOR bOLTS TO BE 1/Z" DIA. X 9" LONG
ONE PLY CABLE TRUSS
3-PLY
Ew COL.
4-PLY
EW COL
TRUSS TOP CHORD
FF361
FF343
USS BTY CHORO
FF331
FF333
VERTICAL TRUSS WEB
FF371
FF371
TRUSS DIAGONAL WEBS
FF351
FF353
TRUSS HEEL O CORNER
FF36-
FF36-
HAT CHANNEL NIT
P/N: 6M170
6' HEEL
1 OR 2-PLY
TRUSS/RAFTER
6)) HAULS EACH S1DE
B) NAILS TOTAL
RTT /7H362
L' if 96' 15 CA BLACK
FAT CHANNEL (W125)
FASTEN NAT CHANNEL
WTH f151 114 Y 1 1/a'
.R p6
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