2003-376 (2) Lrv"' 2c,t---n -
s" ttL `off �aD`1� L� ,c--�
COPYk k 2'kb"LEDGER WITH J015T
1 'Ly,�',€ HANGEK55ECURED TO
N STRUCTURAL 5TU051N HOU5E
EXISTING HOL15 v l(^') WITH
5"L oG5 WITH
10 5/4"X6"PT DECKING
3/4"T&G PLY OVERLAY
DECKING WITH VAPOR BARRIER
Ala T WNO QUEE SBUR B DEPAR
2 2"x6"TIMBER JOISTS
" l K" Be ad o our li it our amity NAILED 024"WITH 12d NAILS
001 pl cn with Ur Co S shall 2"x8"TIMBER J015T5 P76 b,
n0 strue as in Ong the NAILED TO DECKING ALONG
O 121111 pIa S and spedi ntion are i TOP EDGE '
cor plianc with ie Bui as
n off ew Yo Stat
3-2"x8"TIM13ER JOISTS
NAILED CE2.4"WITH 12d NAI1-5
'V CONCRETE FOOTING5
,(77 (SEE NOTE5 4&5)
Q
1
2-2"X&"TIMBER BAND
C I E
q,,,.e N gg y
of
ED
i I
PLAN J UN 0 2 2003
sr IN C",F Ci1I,J "7,'of°t'y UILI71PaG ArlL7 COL?
BUILDING
(TYPICAL)
TIMBER P05T
B U (TYPICAL) C51/2"ONNECTOR
x TOR 13AOO(SIMP50N
,g��;; �/�CONNECTOK CBA66(TYPICAL)
REVIEWED 8 PT GRADE(TYPICAL) 1-5/5"x 4 3/4"ANCHOR BOLT
CONCRETE FOKEK
DATE /°.� FKoSTUN p..
NOTES: J4�� 4
C TYPICAL P05T DETAIL
U a
1.TIMBER DESIGN 5TRE55'ASSUMES: � ,��v,��
5PECIE5:SOUTHERN PINE NO.2 2"x I.. �,,�\�Y 5`�1'OOTING DE51GN A55UME5:
BENDING 5TRE55 Fb: 1,=51 € " a �. FOO"PINGS 5HALL EXTEND BELOW FR051 LINE.
COMP PER P.TO GRAIN: 565 1 €5kz< L"�, CONCRETE 15 TO HAVE A MINIMUM COMPFE551VF
COMP.PARALLEL TO GRAIN: 1550 P51 ✓'(j I"p)/Ldy, " 5TRENGTH OF 3,000 F51 AT 26 DAYS.
SHEAR PARALLEL TO GRAIN: 90 P '1Lt '"L, 1," 6.FOR DECK5 WITH A FIN15HED FLOOR LEVEL OF 30"OR
MODULUS OF ELA511CITY 16000 t Ei ke GREATER A50VE AN EXTERIOR 5URFACE,CON"TRACTOR"TO
EXTERIOR LUMBER 5HALL BE PRE S E f '7g; PROVIDE NECE55AKY KNEE 5RACING AT ALL VERTICAL P05T5
PUBLI5HED IN 1991 ND5"DE51G+ i£r. TO RE515T LATERAL LOAD5.
WOOD CON5TRUCTION E °y �i "44 7.CONTRACTOR TO PROVIDE MID5PAN BLOCKING FOR ALL J015T5
2.DESIGN LOADS: 10 FT OR GREATEK IN LENGTH.
PATIO DECK:LIVE LOAD=40 P5F f�e(r/t„ LOAD-10 P5F 8.CONTRACTOR TO PROVIDE NECE55ARY 5TRAPPING&TIE DOWN5
PATIO ROOF:GROUND SNOW LOAD=7 P5F DEAD LOAD=5 P5F TO KE515T WIND UPLIFT,
3.AUTHORIZED FOR BETTEKLIVING DEALER U5E ONLY. 9.DRAWING 5HOW5 MINIMUM STRUCTURAL REQUIREMENT5
FOR DESIGN VALUE5 SHOWN.
4.KEQUI RED FOOTING DIAMETER: 10.CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS
12"DIAMETER FOOTING FOR 3,500 P5F 501L BEARING. AND A+p NECE55ARY REPAIR AND/OR REPLACE ALL
MA IAL5 A5 REQUIRED TO RENDER THEM STRUCTURALLY
5 + ND COMPLETE.
36"HIGH RAIL
Ala '11"TREAD
`` C 4'BALUSTER SPACE
of NC PROJECT: DRAW_(�E r UJ
CHERS ', 9'-11''x15'-1111 DECK
g !o 0
I ChIEROKEE LN .:
UEENSBURY,NY 12&04{ T' :.el�ecki x16 hoskins
r LL ONTRACTOF: 5CALE:1/4=T-Q" FRAMING PLAN
6ETTERLIVIN � ANY4 FOP, STUDIO ENCL05UKE
06 9 317 MEADOW + U ✓ DATE:5/15/03
CHICOP E,MA
LAYOUT F L A N 5 WALL 5ECT10N5
EXI5TING BUILDING -
IFu, 1, FIF
11-
81' 45 81 45"
Y o o (MAX) 9 (MAX) g„
o C>
5TUC210 51DE WALL(A) + 5TUDIO 50E WALL
a
57 650V 69 OOV 57'x60"W a A5 5 E M B LY DETAIL 5
� B WALLFT_
15'11" 81" -57— 9" —�'- SEE ALLOWABLE LOAD
5TUD10 FLOOR PLAN (MAX) TABLE FOR PANEL SIZES
(NOT TO 5CALE) MINIMUM SLOPE 1:12
GUTTER FASCIA—
"A d
" STUDIO FRONTLL"(BJ� �
HEADER SUPPORT BEAM
TRANSOM(QPTIONAL)'` ;
" SLIDING DOOR
ALL01�f/tB) E�LIVE LOAD TABLE FOR 11 FT. PANEL(WITH 10 FT.OR LE55 SPAN) OR WINDOW i �
�,,
50 PSF55 PSF 60 75F 65 P5F 70 P5F 75 P5F 50 P51F r 85 P5F TEMPERED GLA55
4.5"EPS+H 4.5"EP5+H 6"EP5+H 6"EP5+H 6"EP5+H �6"EPS+H �
FLOOR CHANNEL
DECK
TYPICAL 5TUDIO SECTION
NOTE5 FOR 5TUDIO CON5TRUCTION NOT TO SCALE
1.ALLOWABLE LOADS ARE BA5ED UPO)tV > I. 6.PANELS MAY ONLY BE USED IN ROOFS AND WALLS WHERE 14 �tBBRIVIATIONS: CBM=CRAFT-GILT MANUFACTURING
THE LE550K OF THE ULTIMATE&BAV/2.5 s CLA55 B OR CLA55 II INTERIOR FIN15HES ARE PERMITTED D DOOR P5F=POUNDS/5Q.FOOT
OR THE LOAD AT SPAN/J2tY a " r r ':+ BY CODE. GZiv1=DOOR MULLION FT=FEET
2.HC/EPS REFERS TO CBMr t ,U URAL 9.HORIZONTAL JOINTS BETWEEN THE ENDS OF PANELS AR W=WINDOW BC=BUILDING CODE
PANELS WITH ALUMINU f�[(SCONDED TO NOT PERMITTED. WM=WINDOW MULLION IBC=INTERNATIONAL BC !
HONEYCOMB/PQLY I NE ORES(3",4 Vi' 10.CONTRACTOR TO PROVIDE FALL PROTECTION PE'R°LO A( CODE5, HC=HONEYCOMB PANELS UBC=UNIFORM BC l
AND 6"IN THICKN"r5E (ADJACENT PANELS FOR SUNROOMS WITH A FINISHED FLOOR LEVEL OF 30'x-' EP5=POLYSTYRENE PANELS NBC=NATIONAL BC
ARE CONNFGTf D UEINa` INYL CLEATS OR He. OR GREATER ABOVE AN EXTERIOR 5UKFAG! '° H=THERMALLY-BROKEN 5BC=STANDARD BC
3,NINETY14991, O'H DESIGN WIND SPEED, 11.STRUCTURAL FRAMING AND CONNECTIdNS TO BElN5TALLED ALUMINUM H STIFFENER MFG=MANUFACTURER S,
EXPOU E`AOK B: PER CBM 5PEC5. P=PANEL SPECS=SPECIFICATIONS
4.DES)& 'KoOF`PANEL DEAD LOAD=5 P5F. 12.CONTRACTOR TO INSPECT ALL EXI57IN(n GONDITION5 MPH=MILES PER HOUR MAX=MAXIMUM
5.DOOR; /INDOW LOCATIONS/SIZES ARE AND AS NECESSARY REPAIR AND/ f�E13LACE ALL -
INTERCI IVGEABLE PER MFG'5 5PEC5. MATERIALS AS REQUIRED TO RENDER 1I EM STRUCTURALLY SF O�N�ti y PROJECT: CONTRACTOR:
6.WIDTH OF B-WALL MAY VARY PER SOUND AND COMPLETE. ^� �G10GUjt O� H05KIN5 BETTERLIVING AL.BANY x
DOOR/WINDOW LAYOUT UPTO 24FT. 13.AUTHORIZED FOR BETTERLIVING DEALER/MATERIAL5 USE ONL Y ��rs 1 CHEKOKEE LN. 317 MEADOW STREET UNIT#2.
7.PANELS MAY ONLY BE USED IN ROOFS 1 d. QUEEN513UKY,NY 12804 CHICOPEE,MA 01013 5TU D10 ENCL05URE
AND WALL5 OF ONE STORY BUILDINGS,Q� w
CONSTRUCTION:TYPE VB(FOR IBC/NBc), ' DRAWN BY:CJJ DWG NO.: GENEKAL L�,YCJT
4.R
TYPE VI(FOR 55C)AND TYPE Vt FDA UBc): ' v
a 1 c em50 10x16 hoskin5 , y
w.
5CAL, :1"=75" DATE:5/15/2003
i
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Lot Drawing
Lrtn r f�OSE'✓A/�j Date:
Name: �4�A/
Address: / ��E /.9i1lE -
J O
I {
City/State: rrcc�/cQ rOs/ AIV LAO A 1y 2 6 a
rows F
OF ss ar..
2003
/70 ft Rear of Lot �UI�OI Q��e�
E
�GA?vD Co spy v ms"A t !ti- 03
1
�I�PeSEO l0'wb�
/��' 9s/' 35EYMsart �uQmei. �
�NEw wewt 0-0-. "
Present 0 3 k
Dwelling 5 ry h I W I
ft /7oft 2 �Sr.vote 2 ; 26 h b h
Lot Depth Lot Depth A II R
v
Q, 6u�itSdtt
t'v 15 /7. 27 �y 3� > i
h ra' h vi
Pa e
J2�ft Front of Lot /on., ,
This drawing shows dimensions of lot and all distances between buildings, Q
and between buildings and side lot lines.
tz I
lrs/1P� as �3''O W
P p y Owner Signature Property owner Signatures rE Y V o j
o15°
AtIl
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