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PROPOSED
<-27PROPOSED ADDITIO 1 > 8 0"
PORCH
LEFT 510E ELEVATION scale: 1/4=1-0
6 PORCH (BEYOND)
MCH
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Date:
2-12-20
Revisions:
2-16-20
7-16-20
6-5-20
6 -?-20
2.
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ASPHALT ROOF TO
MATCH EXISTING
LOG SIDING TO
MATCH EXISTING
NOTE:
ALL NEW TRIM, FA50IA, SOFFIT, ROOFING, SIDING,
RAKE5, OVERHAN65, CA51NG5, ETC. TO MATCH EXISTING
26-0" PROPOSED ADDITION
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FRONT ELEVATION scale: 1l4=1-0
EXISTING --
Yarmouth Health Department
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< EX15TING
REAR ELEVATION scale: 1/4=1-0
PROPOSED ADDITION it
ASPHALT ROOF/
MATCH EXISTING
LOG SIDING/
MATCH EXISTING
NEW LANDING AND
STEP TO GRADE
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Date:
2-12-20
Revisions:
2-16-20
-1-lb-20
8-5-20
8-7-20
3.
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26' � 42'
DECK 1850FX4050FX 1850FX 1630F% 2730FX 1630FX $ N
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LIVING ROOM
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FRONT
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COVERED PORCH METER Date:
3 2-12-20
Revisions:
2b' 605ODC 1265FX 3068 1265FX 2-16-20
o 1-1 b-20
m 8-5-20
8-1-20
V-8 1/2" V-8 1/2" 8'-8 1/2"
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FIRST FLOOR PLAN scale: 1/4=1-0 4 •_
SQUARE FOOTAGE OF PROPOSED: 512 5F — — — — — -
DECK NOTES:
10" DIA 50NOTU5E WBIGPOOT
WHERE INDICATED
@ 48" BELOW GRADE
PT &Xb POSTS
ABUbb Z -MAX POST BASE WI
5/8" DIA ANCHOR BOLTS
(2) 23A HURRICANE TIES
AT EACH JOIST TO BEAM
SOLID BLOCKING BETWEEN JOISTS
PT 2X6 LEDGER W/LED6ER-LOK
4"STAGGERED
LU5Z J015T HAN6ER5 TO LEDGER
SIMPSON DTT2Z HOLDDOWN W/
1/2" DIA H06 THREADED ROD NUTS
AND WA5HER5- TWO LOCATIONS
9,
12" DIA SONOTUBES
@ 48" BELOW 6RADE
--2X10 FLRJOIST5 @ 16"
PT2 10C
8 P PER r
JOIS
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--2X10 FLRJOIST5 @ 16"
PT2 10C
8 P PER r
JOIS
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ACCESS
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4" DIA LALLY ON PROPOSED
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130" X 30" X 12" DEEP GONG PAD FULL FOUNDATION
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FOUNDATION ANCHOR BOLTS: I
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b" - R MHEND OFTPLATES 1
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1 8" GONG FND WALL ON 8" X 16' DEEP CONT GONG FOOTINGS
EMBED T' MIN. 1
1
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(HT OF NEW WALLS TO MATCH EXISTING)
""" PLATE WASHER
3X3X1/4
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Date:
2-12-20
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Revisions:
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2-16-20
PT
2X8s@1b
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1-1b-20
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8-120
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2X8
T
24" DIA BIGFOOT SONOTUBES - Ll
@ 48" BELOW GRADE
�E 8'-81/2"
FOUNDATION PLAN scale: 1/4=1-0
RIDGE VENT
2X6 COLLAR TIES
ALL NEW RAKE5, FASCIA, SIDING, ROOFING
AND TRIM TO MATCH EXI5TING
SOFFIT VENT
PT 2Xbs @ 16 OC
12" DIA 50NOTUBES
@ 46" BELOW GRADE
FOUNDATION ANCHOR BOLTS:
5/5" DIA ANCHOR BOLTS @ 36" Or,
b" - 12" FROM END OF PLATES
EMBED T' MIN.
3"X3"X1/4" PLATE WASHER
2X6 CEILING J015T5 16 Or,
R-411 INSUL
2X6 EXT WALLS
R-20 IN5UL
MUDROOM
2X10 FLOOR JOISTS 16 OG
R-30 IN5UL
MATCH BASEMENT
4" GONG SLAB
2 RIDGE BEAM
12:12 PITCH (MATCH EXISTING)
2X10 RAFTERS 16 OC,
ASPHALT ROOF SHINGLES TO MATCH EXISTING
PT 6X6 POST
MATCH EXISTING
LIVING AREA 8'-0" CEILING HT 2Xb CLO JOISTS
16" OG
3/2X10 BEAM I I —PT 2X6 PT 2X105
4" DIA I -ALLY ON
30" X 30" X 12" DEEP GONG PAD
n SECTION scale: 1/4=1-0
PITCH (MATCH EXISTING)
DECK NOTES:
10" DIA 50NOTLIBE W/BIGFOOT
WHERE INDICATED
@ 46" BELOW GRADE
PT 6X6 POSTS
ABU6b Z -MAX P05T BASE WI
5/6" DIA ANCHOR BOLTS
(2) 2.5A HURRICANE TIES
AT EACH J015T TO BEAM
SOLID BLOCKING BETWEEN JOISTS
PT 2X6 LEDGER W/LEDGER-LOK
4" STAGGERED
LU5Z JOIST HANGERS TO LEDGER
SIMP50N OTT2Z HOLDDOWN W/
1/2" DIA HDG THREADED ROD NUTS
AND WASHERS -TWO LOCATIONS
24" DIA BIGFOOT 50NOTUBES
@ 46" BELOW GRADE
c
5" GONG FND WALL ON W X 16"
DEEP CONT GONG FOOTINGS
(HT OF NEW WALLS TO MATCH EXISTING)
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Date:
2-12-20
Revisions:
2-1b-20
-1-16-20
8-5-20
5-"I-20
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LOG OW R.O.
TYPE
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6'4.12'10'402'
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CAM
45013.20
5'-7x3'8
CASE I
45-04050-20
7'-7x5'8
CASE
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AWMA
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SEE LEPf ELEVATION
TRAPS
:UST TRAP B
SEE RIGHT ELEVATION
TRAPS
DOORS
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7--1 t"
5•_7"
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3'-6"
4'-11" 2,-4" 4'
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13'-2"
— 2668 II 50 BIFLD
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