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HOME PLANNING & DESIGN
169 CENTER STREET ° 12702
3 0I00IA MILL. ROAD P.O. 00X 4.39 ALL MATEF;IALS AND M[I HCD5 OF CONSTRUCTION SHALL CONFCR ��`• ING NUM
SO. ORLEANS, MASSACHUSETTS 02662 TO THE MA55ACHU5M- 5 STATE DUIL.DING CODE.A55ENCE OF A I Of 4
TEL:-508.255.8312 PAX: 508.240.2306 5PECIFIC iTEM5 FROM DRAWINGS DOES NOT RELIEVE ANY PARTY
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HOME PLANNING & DESIGN
I G9 CENTER STREET 12702
3 GIDDIAH HILL ROAD P.O. BOX 439 ALL MATERIALS, AND ME-ThODS'Of C0N5TK'LJC'1-!!0N SHALL COW=oRP,/
SO. ORLEANS, MASSACHUSETTS 02662 TO THE MA55ACMU5ffTT5 .ABSENCE
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PETERSURVDlNG ENGINEERING
STRUCTURAL HOME PLANNING & DESII
No.57000®
/STE" �<v�
° ONAL. � � 3 GIDDIAH HILL.. ROAD P.O. BOX
SO. ORLEANS, MASSACHUSETTS
'y TEL. 508.255.8312 FAX: 508.241
t8/02!2022 ... ..... _ e° gr—wiloox.co
++
6
BELOW STEEL
UP
UP
2x6 WALL`
/ - EDGE NAIL In I n CORNER
SPACING, SEE PLAN °
cc�
FIELD NAIL SIMPSON HOLD-DOWN (OR
SPACING, SEE APPROVED EQUAL) SEE PLAN.
SEE MANUFACTURERS I®
PLAN (2) 16d FRAMING
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SPECIFICATIONS FOR HOLD-DOWN _ I I° NAILS AT 6" O.C.
INFO. HOLD-DOWN, .�_
BAND/RIM JOIST, FASTENERS PER I; ; in
SEE PLAN i MANUFACTURER'S
---------- I ` SPECIFICATIONS
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--------------------- -- SEE HIOLD SILL PLATE(S) CONC WALL 6-5
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I I I PANEL EDGE FLOOR S �
I I SPECIFICATIONS
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DOUBLE ROW 8d NAILS, TOP OF °
4, LLIq .
I LOW PANEL, BOTTOM OF HIGH CORNER HOLD-DOWN DETAIL
PANEL, TYPICAL AT ALL FLOOR
BAND/RIM JOIST SPLICES. =
6" MIN
WALL-TO-WALL SPLICE/EDGE NAILING
(2) 16d FASTENERS 12" 04
FIELD NAIL EDGE NAIL O.C. INTO HEADER
SEE KEY i ° ° I SEE KEY I. ,I LVL HEADER, MATCH
DEPTH OF FLOOR JOISTS. SUBFLOOR GLUED TO HEADER-+ <C
NOTES: PLYWOOD TO FLUSH
°i 1. POST -INSTALLED THREADED ANCHOR ROD DRILLED AND INTERIOR FRAMING AS I i
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I I I I EPDXIED MU ST MEET ALL MANUFACTURERS SPECIFICATIONS FOR TJI RIM BOARD {OR 1 f2 BAND
ANCHOR w/ PLATE 3/8.------ - REQ D y
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HIT-HY 20 SYSTEM ARE AS FOLLOWS: W
I
___ -_-_ 1/2"0 - 8" MINIMUM EMBEDMENT'
-- ---a 5/8"0 - 10" MINIMUM EMBEDMENT 6°a TIMBERLOK SCREWS @ �
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:7'
II 3l4"718"0 - 12°' MINIMUM EMBEDMENT °�
II >1"0 - CAST -IN -PLACE ANCHORS REQUIRED FROM UNDERSIDE OF,
DOUBLE ROW STAGGERED -� DOUBLE TOP PL TYP
FASTENERS INTO ANCHORED r *NOTE: LENGTHS ASSUME MIN F'c=3ksl, THREADED ROD=ASTM GR, 2x6 EXTERIOR WALL `'o �
SILL, TYP AT WALL PANELS INTO 36, OR BETTER. THE HILTI HIT-HY 200 SYSTEM AN BE SUBSTITUTED LENGTH OF HEADER >-+
SILL PLATE z1ofTE; WITH AN EQUIVALENT APPROVED BY THE DESIGNER. LENGTHS
SIMILAR NAILING FOR SHOWN DO NOT CORRELATE TO EMBEDMENT LENGTHS OF CAST IN
DOUBLE TOP PLATE PLACE ANCHORS.
3. MINIMUM WALL FACE EDGE DISTANCE TO CENTER OF
ANCHOR. 3". ASSUMES CLR COVER OF WALL REINFORCEMENT OF 2", �
WALL -TO -SILL EDGE NAILING G.C. TO COORDINATE REINFORCEMENT LOCATION WITH NOTE:
ANTICIPATION OF POST -INSTALLED ANCHORS.
HEADER CAN BE OMITTED IF AREA IS BALLON FRAMED, CIZ
MAX STUD HEIGHT PER IRC 2015.
PANEL SPLICE AT BAND/RIM JOIST _� POST INSTALL METHOD FOR THREADED ANCHOR HOLD-DOWN HEADER AT STAIR OPENING
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CENTER FOOTING BELOW
RIDGE BOARD OR RIDGE — SEE NOTE 1 TIMBER POST
BEAM, SEE PLAN
DEPTH OF SLAB ON DEPTH OF FOOTING Project # 22.32
ROOF RAFTER, —�
t tl d GRADE, SEE PLAN % SEE PLAN
SEE PLAN n _ _ / Date .__......._. __ ._._._..__....._---��.��------
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MATTHEW
FARRIER , ���G
{3) 3 EW SHAUN,
t SEE PLAN
PETERS
" STRUCTURAL "
FOR DIMENSIONS No 57000�
�— (5) 16d NAILS — 2X4 COLLAR TIES AT �
EE, TYP EVERY RAFTER, TYP NOTES: AL
1. WHERE POSTS ARE BRACED IN BOTH DIRECTIONS (I.E. CORNER POSTS
08J02/2022
SUPPORTING SHEATHED STAIR LANDINGS SUPPORTED BY AT LEAST ONE
NOTES: ADEQUATELY FASTENED EXTERIOR OR INTERIOR PARTITION WALL) POST BASE
1. COLLAR TIES CAN BE SUBSTITUTED FOR METAL RIDGE STRAPS PLACED AT SHOWN IS NOT REQUIRED. IF POST IS TO LAND DIRECTLY ON CONCRETE, USE
EVERY RAFTER. USE SIMPSON CS22 COILED STRAPS AT 24" LONG w/ 8d FASTENERS PRESSURE -TREATED LUMBER.
(PER MANUFACTURER'S SPECIFICATIONS), OR APPROVED EQUIVALENT. 2. FOOTING DETAIL DOES NOT APPLY TO ANY POST SUPPORT TYPE OTHER
2. OFFSET OF OPPOSING RAFTERS SHALL BE NO MORE THAN 1 1/2". THAN TIMBER
COLLAR
LLAR TIE OR RAFTER STRAP DETAIL _ _ r^ THICKENED SLAB FOOTING
LOCUS
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LCS MAP
To SC
N OT
OT TO SCALE
CURRENT OWNER:
STEPHEN F. & EVA M. CARBONARO
OVERLAY DISTRICT -
TITLE REFERENCE4
'BOOK
21,511, PACE 350
NITROGEN SENSITIVE
ZONE:
PLAN REFERENCE:
BOOK
242, PAGE 39
FEMA FLOOD
ZONE DISTRICT,
ASSESSORS MAP.
140
'PARCEL.
32
MINIMUM LOT SIZE:
ZONING DISTRICT.-
R-40
SETBACKS:
FRONT
30'
EXISTING LOT SIZE.,
SIDE
20' EXISTING
BUILDING COVERAGE -
REAR
20!
NONE
NOT IN A ZONE If
$�X?% DATED 7/16/14
PANEL #25001CO578J
40,000 S.F.
,31,112 ±S.F.
1,636/31,112=&3%
kmuuzr-, 1jr-k'N' Z��HED)
PROPOSED BUILDING COVERAGE: 2,668/31,112-8,6%
(HOUSE, DECK� PORCH, SHED & BARN)
N/F
PHILIP PIL180SIAN
.ASSESSORSL 30P MA140
PARCE9
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11;009
3 0
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MICHAEL L. LETTERA
ASSESSORS MAP 140
PARCEL 33.1
n4f) ANZ) h,"ELD AUG 0 4 2022
f-71 46 HEALTH DEPT.
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ol
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>2 INV=22.2
-MAWTAIN 12"
APPROXIMATE
OF COVER
Slplai) LOCA TION OF
EY,1571NC SEPTIC 22.0'
9x,
PROPOSED
OPOSED
C14 COVERED
BARN
N/F 2EN TI? Y
STEPHEN F. doE VA M. SLAB GRADE 3.5
CARBONARO
ASSESSORS MAP 140
PARCEL 32
18.2
PROPOS&D
SEPNO' TAhfi<
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Rul
N/F STOOP
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uj ASSESSORS MAP 140
PARCEL 31
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SHED
Exi S'-171A;lr'll 1.5
STORY YKJOD
LOT 38
FRIll"Alfir H na
A 1)5, 0
N/F
119
MICHAEL L. LETTERA
4, ASSESSORS MAP 140
50.
7i PARCEL 33.2
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(PUBLIC 40' WDE)
- t
NOTE:
THE SEPTIC SYST EM DEPICTED ON THIS PLAN IS
BASED ON INFORMATION FROM THE TOWN OF
YARMOUTH HEALTH DEPART ENT, AND IS
APPROXIMATE, IT IS TO BE CONFIRMED AT TIME
cg OF CONSTRUCTIONO