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I NOTE: SHADED INDICATES WALL IIrw - O • i
I i .O.S.ED 4 W 4 SLAB POURED OVER j j 0OONT Jim INQ 3 '. � ' j I o • • L LJ Z
1 1 , a I N LJJ
1 • BASEMENT a
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I ff��22'' STEEL COLUMNS r I I--
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-
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IN
i NOTE: SHADED AR€A INDICATES WALL , L-- -------- --------J 9 0„ 91011 1 1 0'1 p a
I DROPPED 10' W/4 SLAB POURED OVER I I -
L------- -•------w-r ---------__ __------- c -
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ILLED O MIN. BELOWCONC. d�
I GRADE W 24' NGFOOT
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in
NOTES: 0
* DO NOT SCALE THESE DRAWINGS, THEY MAY NOT BE C
2 � 2�� 16 , �„ 2 , 2„ � a �
0-6
M.D. TO AN EXACT SCALE, USE ONLY DIMENSIONS GIVEN. �A
20 ' 8" 11 ' 4" 201011 : FOUNDATION DAMP PROOFING, BITUMINOUS TAR DAMP PROOFING
IS ALLOWED, TAR MUST BE DRY AT TIME OF INSPECTION BEFORE
loo 521011 BACKFIIL BEGINS AS PER NY STATE RESIDENTAL CODE
* BUILDER SHOULD VERIFY ALL DIMENSIONS BEFORE
PROCEEDING WITH ANY WORK AND SHALL NOTIFY DESIGNS
PLUS OF ANY PROBLEMS OR DISCREPANCIES BEFORE ANY WORK BNGINERRS STA MP.
IS PERFORMED.
* MINIMUM SOIL BEARING PRESSURE — 3000 PSF
* CONCRETE FOR FOOTINGS AND WALLS SHALL BE 3500 PSI
COMPRESSIVE STRENGTH W/5" SLUMP FOR FOOTINGS AND 6"
SLUMP FOR FOUNDATION WALLS.
NOTE: THE BUILDING DESIGN PRESENTED ON THESE DRAWINGS
HAS BEEN DEVELOPED WITH CARE IN ACCORD WITH THE DESIGN
CRITERIA SHOWN HEREON. IN AS MUCH AS CLIMATIC SOILS AND JOB#:050803
GROUND WATER CONDITIONS VARY WIDELY. WE RECOMMEND THAT
A LICENSED DESIGN PROFESSIONAL BE CONSULTED IN THE EVENT DATE: 050903
THAT SPECIFIC SITE CONDITIONS OR LOCAL BUILDING CODES SUGGEST ;
OR REQUIRE A MODIFICATION TO THESE PLANS.
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3 4 HOW FIRE RATEDGYPSW WALL M.
3 =
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Nd1ES FOR DETA ILS 304114111! 3041N
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1091 SQ.FT.- 2ND�FLOOR B#
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1902 TOTAL LIVING SQ.FT. �050909
517 GARAGE SQ.FT.
100 FRONT PORCH
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JOB#:b 803
DATE: 050 OS
SHEET#:
12nd —F
2x6 EXT. WALL CONST. W/
1/f WALL SHTH. & P.T. BOTTOM PLATE �..�
5/8"z12" ANCHOR BOLTS 0 48'O.C. 73 GARAGE m
4'�DONC.SL.AB �
FINISH GRADE 8"MIN.BELON T A 3.&GRADE MUST L..-
DROP 6 IN 10 AWAY FROM STRtElLW AS PER CODE
z
O
8"POKED OONCIVE FROST WALL F-
_ ct�
it
d- LJ
�n PROVIDE BITUMINOUS TAR DW PROOFING IS _ n
ALLOMIED BUT MILST BE DRY FOR INSPECTION - 00 BASEMENT -
BEFORE RW ILL BEGINS o -
SOW SO IL BACK F ILL ADDRESS ING oO oO
FOU T`ION WALL AS REQU IRED w
- gjj Q
0 0 PROV IDE 12"LONG 14 VERT ICAL REBAR P INS FOR HOR IZONTAL NA•48"O.C. (YYP.)
„ 1s'�8"CONT.coNcTE Etc;w/2-�4 ooNr�aRs
W
NOTE: 4 8 4 T.O.W. OP OF WALL 4 -4
FIELD APPLIED GIRDER BLOCKING T:O.F. (TOP OF FTG.� 0 '-0" _ "
AS REQUIRED 16
T.O.S.- 0 4
6"COMPACTED GRAVEL W/ T.O.F.= 0'-0" _
IL POLY
I MI M I N D BY LOCAL CODES o AS
I
N � U) II
0 0 �j •— —
2 2 G L
W � � � m
3 SECT ION � • •
FOUNDATION WALL W
H = WAS Ec T 4 SECT ION FND-P SSE _ NO� E--� F-
MINUS 2" "
G = GIRDER WIDTH +2 FND-P SCALE = NONE
Z�WNl CONSIRUC110N B 16' 0.�
BEAM PKT . DETA I L Nn va
2x4 EXT./All ooNST.� s/g'ir IrIaIOR eolu w w/
mP.tSLLBE&SILa
VrTSB SHTH. P.T.BOTTOM PLATE
F IN ISH GRADE 8"M IN.BELOW T A J. GRADE MUST
5/8'St16"AI'�I t BATS•48'�O.C. DROP 6" IN 10'AWAY FROM STRUCTURE AS PER CODE
4"REINWM CONC SLAB N 6x6 5/�INIF
• Tl IN�SIXACE A 90' 16"•2410 t. 8"POKED CONCRETE FROST WALL PITCH F1R. 1/8'Q/FT. REBI�i (RENEW ING AS [RED BY STATE CODE)
FINISH GRAB 8"MIN.BELOW T.O.N.i GRADE MUST
T A S.7 -6 Ott 6" IN 1D'ANAY FROM STRUCTURE AS PER CODE
20 WALL CONSTRUCT ION•MIN.241,O.C.W/3.1/2„F.G.
INSIEAT ION& 12"GYPSUM WALL BOARD OR R19
JL/
INSU..AT ION IN FLOOR SYSTEM r-+
8"POURED COMRETE FROST WALL �� p
q �o �
0O BASEMENT PROV IDE B ITtAM INpUS TAR QAMP PROOF ING Is C cq co
� M�1'�INS Fat INSPECT ION =� � I
PSIIDEBTRIMINOULS TAR DAMP PROOFING IS '� >4 *
AM NK W BE DRY FOR INSPECTION z rd'„
_i pe) MORE XXF ILL BEGINS SAIfY SO IL as F ILL ADDRESS ING .� q "^
Y SDIL la FILL ADDRESSING FOUNDAT ION WALL.AS REQU IRED �'� � P; 1
SA
A 0
FO ATI�!/N.L AS REQUIRED PROV IDE 12"J4 VERT ICAL RERAR P INS FOR HOR IZONTAL 0 P2 %ftwoo
NA 48"O.C. (TYP.) co d 6
PW IDE 12"LOW 4 VERT ICAL REBAR P INS FOR HOR IZOIVTAL 6'MP MACO GRAVE 16 L 0 d
SMEAR s 'O.C. .) POLY VN2 BAI66ER AS %'x8"CONT.00NCREfE FTG./ 2 4 CONT JEMRSCDP
q
0o 0 0 'X8" fTG 2 .KEBABS BY LOCAL C��•) T.0.N. r
OF WALL 841/ Q+
W E 'N/ +CONT T A SOF SLAB 0 '-4"„ ,, TA.W.(Ta'�WAIl� 4'-4" 4'CONS SIAB 4 8
4 T A.F.(V a:FIG. 0'-0" T.O.F. OF FTC. 0 -D'
ST
16 �IL �VA�R W IER co
ASDETNI G BY LOCAL OODES a
CP Pp KEITy� y0,9
cv 4' 8
O 16,,
52
ss N
2 SECT ION c
1 SECT ION DAM: ° /°s
D—P SCALE = NONE
#:
qF ND-P SCALE = NONE ,—
ROOF:
MAIN ROOF:
INSULATION: _--~ ^— _ N.Y. STATE CERTIFIED ROOF TRUSSES 0 24"O.C.)
f
SEE MANUFACTURERS CERTIFIED DRAWING FOR DETAILS ! y
N.Y. STATE REQUIRES AS FOLLOWS: OOF TRUSSES @ 24" O.C.W/�/2"OSB SHEATHING 1/2 GYPSUM WALL
_ 2x6 OVER FRAtr11Nc r vErR , ; F
- • 2r O.C. 15# FELT PAPER, ICE do WATER SHIELD (AT EAVE ac VALLEYS ONLY)
FLAT CEILING: 12" KRAFT INSULATION R-38 W/PROPER VENT
25YR. ARCHITECTURAL SHINGLES, PROPER VENT 0 EAVES ONLY
f - SLOPING CEILING: 8" KRAFT INSULATION R-30 P E Co
— EXTERIOR WALLS: 6" KRAFT INSULATION R-19 ,--' '2 do RIDGE VENT. (SEE OWNER FOR COLOR) E
— CANTILEVER: 8" KRAFT INSULATION R-30 :` ; �\ \` D 8 EAVE & RAKE: k f
- FOUNDATION WALLS: UNFAC D .1 2 R- 1
2x6 SUBFASCIA W/ALUM. FASCIA, DRIP EDGE & VINYL SOFFIT VENT
EAVE & RAKE OVERHANG^ 12 '
GIRDER TRUSS TRUSSES ICE AND WATER SHEILD REQUIRED AT ALL EAVES MIN. 24" HORIZ € E Z
FROM INSDIE OF EXTERIOR WALL AND SHALL BE INSPECTED ( I O
PORCH ROOF: , 0 24•o.c. —
..
2x6 RAFTERS ® 16"O.C. W/1/2"OSB SHEATHING, __. _-_ 2nd FLOOR WALLS:
DESIGN LOAD CRITR A _ 2x6 CEILING JOISTS 016"0.C., 15 FELT PAPER,
- GROUND SNOW LOAD 70 LBS. PER/SQ.FT ICE do WATER SHIELD (AT EAVE & VALLEYS ONLY)
2x6 OR 51/2 EXTERIOR WALLS 0 16 0 C W/7/16 OSB SHEATHING
I - WIND LOAD BASED_ ON 90 MPH RATING 25YR. ARCHITECTURAL SHINGLES, PROPER 1/2" GYPSUM WALL BRD., TYVEK VAPOR BARRIER 4" T.W.VINYL ► ` U
j---- VENT ® EAVES ONLY do RIDGE VENT,VINYL SOFFIT I SIDING �C CORNER BRDS. M f (�
ROOF LOADING: _-_.. (SEE OWNER FOR COLOR) _ (SEE OWNER FOR COLOR) ; W
_ ' f
70 LBS. PER/SQ.FT.
TOP CHORD LIVE LOAD: 50 LBS. PER/SQ.FT. I o 2nd FLOOR:
TOP CHORD DEAD LOAD: 10 LBS. PER/SQ.FT. 6' 0-1/2" 31 r -12' 9" ; 2x10 FLOOR JOISTS ® 16"0.C. W/3/4" T&G OSB PLYWOOD SHEATHING
.FT.SQ BOTTOM WORD DEAD LOAD: 10 LBS. PER
/
CH GLUED do SCREWED,
12
f
FLOOR LOADING: 2ND FLOOR � 5122.62MAIN
1Ld
40 LBS. PER/SQ.FT. 13 TREADs • °� / 1st FLOOR WALLS: --- f I•—
— LIVE LOAD: 30 LBS. PER/SQ.FT. "
1/2 EXTERIOR WALLS ® 16 0 C W/7/16 OSB SHEATHING
- DEAD LOAD: 10 LBS. PER/SQ.FT. 2-2 d STAIRWAY 2x6"OR 5. " . . � �
-----__—
HEA ER CONT. 1/2 GYPSUM WALL BRD., TYVEK VAPOR BARRIER 4 T.W.VINYL SIDING01
,
FLOOR LOADING: 1ST FLOOR 4
& CRNR.BRDS. >
0 LBS. PER/SQ.FT. r (SEE OWNER FOR COLOR) ® W
— LIVE LOAD: 40 LBS. PER/SQ.FT.
— DEAD LOAD: 10 LBS. PER/SQ.FT.
1 st FLOOR:
i
31/1
6' 2' t" 4' 3-1/2" 12 t>� W/ 2x10 FLOOR JOISTS 016"O.C. W/3/4" TdcG OSB PLYWOOD SHEATHING O =
1/1 a' NOSM EA. GLUED & SCREWED. — O
-N _I w
- = " ' ` BASEMENT FLOOR WALLS.
' '
•� TOO t 1/2" EXTERIOR WALLS 0 24"O.C. W/3.1
2x4 OR 3. U)
a i
UNFACED INSULATION W/PLASTIC
N'
BASEMENT ' `' • •
E ' FOUNDATION: v ;� ! m
� I
.. r ? o 3. t6' 10-t �.� ••- 8 CONCRE _W I Z. W rm W T.O.W.= 8 -0
¢16x8 S CONT. CONC. FTG.
T.O.F.= 0'-Om
__— SEE FOUNDATION DETAILS ON SHEET "D-1" F— p
16"x6" CONT.CONC.FTG.
r cwt SLAB
� t
ii
CROSS SECTIONRIDGE VAT " A - A "
ii
F=
ICE At WATER SHIELD _ .,oil
Iz
�.� f
EACH EAVE
i +
f 12cq
!
BONUS
10, f ' ATTIC ROOM o
Z' 0` 10
t-- TRUSSES C ' t� L
® 2eO.C. 14' 3-1/f
- 9.19cam
GYM WALL � i ,W k CO
t f ' v 0 1t4
3-1.3 4"x1 r p�. o WA WALL
GPM wIE x �
HEADER g + I CO Q
GARAGE
5.1/r t 4 21' 7-1/r 6' 0" 5.1/r ~ •'"� j t C3�'•
lo
PITCH SLAB 1/1' PER/FT r CO11C. SLAB
LL,
ENGINEERS STAMP: - -
f I '
i
BASEMENT f
CROSS SECTION C C JOB# S•COLONIAL
DATE: 080103
SHEET#:
s __ 1
GENERAL NOTES: DESIGNERS NOTES: DESIGN LOAD CRITERIA NOTES,
1 ALL EMIERGENCY ESCAPE FOR BEDROOMS AND HABITABLE SPACE REQUIRED AS F06WR # DO NOT SCALE THESE DRAWINGSi THEY MAY NOT BE TO AN EXACT SCALE, LOADS USED IN THE DESIGN OF THE STRUCTURE
- OF 5.7 .FTT. ABOVE OR BELOW GRADE LEVEL. 1. GROUND SNOW LOAD OF 70 PSF
A CLEAR OPENING SQ USE ONLY DIMENSIONS GIVEN.
- A CLEAR OPENING OF 5.0 211. AT GRADE LEVEL : COI'ICEPTS dC Df IS WIl NOT Bf RESPON�BIF FOR ANY STRUCTURAL DEFECTS Z WIND LOAD OF 90 MPH
I
- A MINIMUM HEIGHT OF 24 FROM THE FAILURE TO FOLLOW PLANS AND DETAILS. 3. 2N0 FLOOR LOADING - 40 LBS PER/SOFT.
- A MINIMUM NTH Of 20' - LIVE LOAD: 40 LBS PER/5Q•T• �• BALUSTERS MUST BE NO MORE
2) SAFETY GLAZING REQUIRED BY CODE AT THE FOLLOWING LOCATIONS: DIMENSIONAL MATERIALS & FRAMING NOTES: - DEAD LOAD: 10 0 PER/SQ.FT. � �
- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQf.T 4.) 1ST FLOOR LOADING - 50 lBS PER/SOFT. , ,� THAN 4 BETWEEN BALUSTERS OR
- BOTTOM EDGE LESS THAN 18' ABOVE THE FLOOR - All DIMENSIONS SHOWN ARE FROM FRAME TO FRAM. - LIVE LOAD: 40 LBS PER/SOFT. � HORIZONTAL RAILS. z
- ONE OR MORE WALKING SURFACES WITH IN 36 HORIZONTALLY OF THE GLAZING - All EXTERIOR WAILS ARE 2x6 OR 5.1/2' UNLESS OTHERWISE NOTED. - DEAD LOAD: 10 LBS PER/SQFT. (4! SPHERE SHOULD BE UNABLE o
THE EDGE
GREATER THAN 36' ABOVE THE FLOOR - All INTERIOR WALLS ARE 2x4 OR 3.1/2' UNLESS OTHERWISE NOTED. TO PASS THROUGH OPENING -
- GLAZING WITHIN 60' OF A POOL OR SPA - ALL EXT.HEADERS 2-2x10 S.Pf.UNLESS OTHERWISE NOTED. LEI
- GLAZING ADJONINGS STAIRS WITHIN 60' OF THE BOTTOM TREAD - ALL DIMENSIONAL MATERIALS ARE SPF#2 OR BETTER. -.---_
� tz
3) N.Y. STATE ENERGY CODE COMPLIANCE PROGRAM:
- THIS BUILDING DESIGN HAS BEEN ENTERED IN THE RESIDEHTAL MEC CHECK SOFTWARE PROGRAM AND A PASSING COMPLIANCE
FORM AND INSPECTORS CHECKLIST HAVE BEEN SUBMITTED
WITH THE PERMIT APPLICATION. Z E �
_-Nr_
1
4 SEE FOUNDATION PLAN AND DETAIL SHEET FOR DAMPROOFNG, WATERPROOFING & FOUNDATION WALL REQUIREMENTS.
5) GRADE AROUND FOUNDATION MUST DROP 6 N 10 PITCHING AWAY FROM FOUNDATION REQUIRED PER CODE.
Q
Cope?6) A LANDING MUST BE PROVIDED ON EACH SIDE OF AN EXTERIOR DOOR AT A MIN. 36"wX 3611 (SEE DETAIL THIS SHEET)
o
AT ALL EAVES ICE AND WATER SEALD Q MIN. 2e HORIZONTALLY FROM INSIDE EXTERIOR WALL REQUIRED
6 SPHERE UNABLE TO
]} PROVIDE AT THROUGH OPENING
BY CODE WITH INSPECTION PRIOR TO SHINGLING. HT VENTILATION & EMERGENCY EGRESS REQUIREMENTS
NATURAL LIG T Q �
8) STAIRWAY REQUIREMENTS: NAB. ROOM REQ. LIGHT ACTUAL REQ. VENT ACTUAL SO/FT REMARKS NOTES: _
ROOM AREA 8% OF ROOM LIGHT 4% OF ROOM VENT OPENING FOR O
- A 6-8' MIN. HEADROOM CLEARANCE REQUIRED FOR All STAIRS PER CODE IN SQ FT AREA SO/FT AREA SQ/FT EGRESS - GUARDRAILS CANNOT CONSIST ( HORIZONTAL Cn _I
STAIRWAYSHAVE A MIN. REQUIRED WIDTH OF 36 PER CODE
- � RISE RUNS AND ANY DETAILS REGARDING STAIRS 100 121 9.68 24.16 4.84 11.96 5.98 RAILS OR ANY ORNAMENTAL PATTERN THAT CREATES � � �--- z
SEE PLANS dC SECTIONS FOR SE 101 299 23.92 72.48 11.96 1 71.76 5.98 A LADDER EFFECT
- STAIRWELL WINDER TREADS REQUIRE A MIN. DEPTH OF 6' , L_ I I
102 88 7.04 40 3.52 19 19 - HANDRAILS T BE CONTINUOUS FOR FULL LENGTH _
- OPEN RISERS NO LONGER ALLOWED FOR STAIRS OVER 30 IN HEIGHT UNLESS 6 4 OR LESS 103 273 21.84 1 11.98 10.92 1 11.96 5.98 �� O
A STORY. 104 107 8.56 ► i 1.98 i 4.28 11.96 1 5.98 OF STAIRS TERMINATING AT WAIL OR NEWEL POST. `r
SPIRAL STAIRS ARE NOT ALLOWED TO BE THE ONLY MEANS OF EXIT FROM v
9) HANDRAIL REQUIREMENTS: 105 110 8.80 1 24.16 4.40 11.96 5.98 j HANDRAIL TO BE 1.1 4*MIN 2° MAX W SMOOTH SURFACE
106 152 12.16 24.16 6.08 11.96 5.98 •� . . OD
- HANDRAILS REQUIRED ON Ali STAIRS OF TWO OR MORE RISERS W/NO SHARP EDGES
- HANDRAILS REQUIRED ON BOTH SIDES IF OPEN AND RISE ARE MORE THAN 30' • •w J �
- HANDRAILS MUST BE BETWEEN 34 AND 38' IN HEIGHT AN MUST TERMINATE AT WALLS
_ "A"°R"� M'� � CONTINUOUS ' BOTTOM I�D�s: � � HANDRAIL DETAIL AND NOTES: � �-
SEE CROSS SECTION FOR ANY OTHER DETAILS
10) GUARDRAIL REQUREIM- REQUIRED REQUIRED ON Ali SURFACES WHICH ARE RAISED MR THAN 30f ABOVE OR RRI MADE. WINDOW & DOOR SCHEDULE
- GMAM MINIMUM HOT OF 3O' FOR UUIDNG� PORCHES AND DECKS. QTY. CALL � WINDOW MODEL # R.O. R.O. CLEAR OPG. CODE ACTUAL
- GUARDRAL MINIMUM HEIGHT FOR STARS 34 AND NO MORE THAN 6P ON STAIRS WHERE MANUFACTURER WIDTH HEIGHT EGRESS EGRESS SQ.FT. U-FACTOR DESCRIPTIONS
RISER, TREAD AND BOTTOM RAIL MEET (fX. A 6' BALL SHOULD NOT BE ABLE TO PASS THOUGH) 7 MODERN �Eyr 30410 38" 61" 5.98 SQ.FT. 24"MIN. 25.1/2"� 12.08 .47 DOUBLE HUNG
- GUAR�DRA�S NO MORE THAN 4 BETWEEN BALUSTERS OR HORIZONTAL RAILS l 5 � 30410-2 '175.5/8" 61: 15.98 SQ.FT. » " I 1/2� 2416 47
- GUARDRAILS f QURED ON BASEMENT STARS. 24 MIN. 13.
� 2 � 2632 +32" 41» � 2.75 » � 13.1/2" i 7.875 .47
11) ALL HALLWAYS MUST BE A MINI. WIDTH OF 36' I 1 l 2632 '32" 41" 1 2.75 13.1/2 i 7.875 .47 TEMPERED
1 i 38310FW 46" 49 j » - 12.25 .47 FIXED
DETECTOR RE IR�ITS; z 1 I EYLG30410 38" 61» ' » _ , 11.25 .47 I »
12) SMOKE QU 1 3041" 38 61 111.25 .47
- SIrrOKE DETECTORS MUST BE HARDWIRED W/ BATTERY BACKUP » ' I » » » » �ENCHMARK
TOWN OF QUEENSBURY BUILDING DEPARTMENT I164.1/2' 3 4" 20 SQ.FT. - 069
- SMOKE DETECTOR ON EVERY LEVEL Based on oUr limited examination 1 6-PANEL » 82. / "
- SMOKE DETECTORS IN EVERY BEDROOM compliance with our comments shall 1 FIRE DR 33.3/4 81.3/4 20 SQ.FT. - .069 BENCHMARK �� 93
13) GARAGE FIRE SEPERATION CODES: not s construed as indicating the 2 60680X 72" 80" 20 SQ.FT. 40 .47 MODERN VIEW �� ,� Cq
plans and speafications are m full
- THE DWELLING GARAGE SEPERATION CODES REQUIRE 5/8' TYPEY FIRED RATED GYPSUM WAIL NO ofNP York
with the Building Codes
of New York State. rl � �
I DWEIIRIG UNIT AND THE MR GARAGE CEILNC M PENETRATIONS �� _ -- -_ �� Cq r-
ON BOTH SIDES OF THE WALL ADDRESSING THE Ir'q
I - TES THE DWELLING AND GARAGE LUST BE OF INI. 3/4 HOI�R FlRE RATED AND ASSEMBLY UNIT. ��
THE DOOR WHICH SEPERA
14) FIRE STOPPING REQUIREMENTS: NOTICE A �-
- FIBERGLASS INSULATION MAY BE USED F IT FITS THE WIDTH OF TH CAVITY AND SMOKE DETECTORS ARE REQUIRED IN BEDROOMS, q p
MSULA ADJACENT TO BEDROOMS,AND ON EACH FLOOR LEVEL
EXTENDS A MINIMUM IC FROM THE TOP OR BOTTOM PLATE . INCLUDING CELLAR OR BASEMENT.ALL SMOKE MINIMUM FICTURE CLEARANCES •�° ( 0
- FIRE STOPPING REQUIRED 16 VERTICAL AND HORIZONTAL DETECTORS SHALL BE INTERCONNECTED ON ALL LEVELS.
- ALL PENETRATIONS MUST BE STUFFED OR SEALED, FIBERGLASS INSULATIONAIjQWED ALL SMOKE DETECTORS MUST BE BATTERY BACKUP. E'�
6 x �'
CARBON MONOXIDE DETECTOR REQUIRED OUTSIDE (D
SHOWER 4) 91
15) NOTCHING AND DRUG FOR EXTERIOR AND LOAD BEARING WALLS: LOWEST SLEEPING LEVEL,.
0
LOAD BEARING WALLS CUT MORE THAN 50% MUST BE SECURED BY METALI .054 THICK BY 1-T f ML f a r W 4"WK �s iR �� •� cr a
1.1 f WOE WITH 8 160 NAILS EACH SIDE EXCEPT EXTERIOR WALLS COVERED MiH PL1W00D NOTICE • :�
- HOLES GREATER THAN 1.1/2' REQUIRES DOUBLE STUDS KRAFT PAPER INSULATION MUST BE
- NOTCHES NO MORE THAN 35% OF STUD DEPTH. COVERED BY NON-COMBUSTIBLE BARRIER _
Y CLEARANCE IN
16) PLUMBING TESTING : ALL DRAMS, VENTS, AND SUPPLY PIPING MUST BE TESTED TO TIE FOILOK CRITERIA: FRONT OF OPENING
I
N
- WATER HEAD TEST IV ABOVE HIGHEST CONNECTION NOTICE � I
- 5 PS FOR 15 MINUTES FOAM INSULATION MUST BE COVERED I ENGWEM STAW:
BY A 15 MINt1TE THINK BARRIER
17) HEATING AND VENTILATION DUCTS MUST BE SECURED AND SEALED N ACCORDAIU 10 NY5 Bi RGY CODE. t
ATTIC ACCESS N A HALLWAY OR A READY ACCESS LE AREA. SEE PLAN FOR LOCATION j � �
18) BUILDER MUST PROVIDE A 30'x 22"x 301H A 0 LAVATOWS �
19) COIrIBUS110N AIR REQUIREMENTS: ---
- F THERE IS NO COMBUSTION AIR SUPPLED TO GAS APPLIANCES, INSTALLER MUST CERTIFY BASE W OR ROOM T ' r'i J C>e- Q U E`N E B U 21' IwNLCIEARANCE __HAS PROPER AMOUNT OF COMBUSTION AIR PER CODE AT FINAL INSPECTION 0 WC AND TUBS
BUILDING & coopapt /
LUST BE POSTED ON BUILDING AND/OR VISIBLE FROM THE STREET. REVIEWED BY
20) THE STREET ADDRESS DATE:�04/20/03
�•
IF LONG DRIVEWAY ADDRESS MUST BE POSTED ON MAILBOX OR POST AT THE ENTRANCE DATE _ _____.._-._ _.___- - -- __ -- 24' 30'ISi.
TO THE DRIVEWAY ON THE SAME SIRE OF THE STREET.
FILF COP