PLANS GENERAL NOTES
GENERAL NOTES CONT'D TABLE R301.2(1)
1. DESIGNED IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE W1 NEW YORK STATE 16. HABITABLE ROOMS HAVE BEEN DESIGNED TO PROVIDE NATURAL LIGHT AND VENTILATION AT A RATE OF 8%AND 4% CLIMATIC AND GEOGRAPHIC DESIGN
SUPPLEMENT.
RESPECTIVELY. FOR HABITABLE WHERE EITHER IS NOT PROVIDED,ARTIFICIAL LIGHTING AND MECHANICAL CRITERIA
VENTILATION SHALL BE PROVIDED.SEF TABLE PROVIDED FOR INDIVIDUAL ROOM CALCULATIONS AND COMPLIANCE WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM
2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN REQUIREMENTS. GROUND DESIGN WINTER ICE BARRIER FLOOD AIR MEAN
SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL CLIMATE X
DIMENSIONS OR ELEVATIONS. LOAD d k I � CATEGORY a b e h � ZONE
17. A MECHANICAL WHOLE-HOUSE VENTILATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH M1507.3 PROVIDING (mph) EFFECTS REGION DEBRIS ZONE f DEPTH TEMP REQUIRED 9 INDEX TEMPI Q
3. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL MEMBERS,CONTRACTOR SHALL NOTIFY ENGINEER A CONTINUOUS AIRFLOW RATE AS SPECIFIED OR INTERMITTENTLY OPERATING 25%OF EACH 4-HOUR SEGMENT WITH A
OF PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS OR MATERIALS SHOWN ON THE MINIMUM AIRFLOW RATE AS SPECIFIED. INTAKE AND EXHAUST OPENING LOCATIONS SHALL BE COORDINATED WITH 50 115 NO NO NO B SEVERE 4 FT SLIGHT-MOD 0° F YES NO 2500 45.2° F 6A
DRAWINGS AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY ENGINEER. RESTRICTIONS OUTLINED IN R303.5 FOR SI: 1 POUND PER SQUARE FOOT=0.0479 kPa, 1 MILE PER HOUR=0.447rrvs
CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION, I-
4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. DWELLING SIZE 1BR 2-3BR 4-5BR NOTES:
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. < 1500 SF 30CFM 45CFM 60CFM a- WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE �" Q
WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX,"NEGLIGIBLE,""MODERATE"OR"SEVERE"FOR CONCRETE AS DETERMINED FROM FIGURE R301.2 3 THE GRADE "` U
1501-3000 SF 45CFM 60CFM 75CFM { ).
5. DESIGNED PER 2015 INTERNATIONAL ENERGY CODE W!NEW YORK STATE SUPPLEMENT. 3001-4500 SF 60CFM 75CFM 90CFM OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C90,C 129,C 145,C 216 OR C 652.
4501-6000 SF 75CFM 90CFM 105CFM b. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1).THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM
DEPTH OF FOOTING BELOW FINISH GRADE. LU
6. ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 OF THE 2015
C. THE JURISDICTION SHALL FILL 1N THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN
INTERNATIONAL RESIDENTIAL CODE SHALL BE PROVIDED WITH A MANUFACTURERS LABEL, INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION;
DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH PERCENT OF CONTINUOUS RUN TIME IN EACH 4-HR SEGMENT-MIN CFM REQ'D TERMITE DAMAGE.
IT COMPLIES. SEE MINIMUM CATEGORY CLASSIFICATION OF GLAZING TABLE FOR GLAZING 25%-MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 4 d. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE R301.2(4)Aj.WIND EXPOSURE CATEGORY SHALL BEW C
REQUIREMENTS. 33%- MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 3 DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301.2.1.4. A C
50%-MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 2 e. THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 971/2-PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL fir 0
o PLUMBING CODE. DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE �►
7. BUILDING SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM 66� - MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 1.5 'y
TEMPERATURE OF 68°F AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN 75% - MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 1.3 BUILDING OFFICIAL.
HABITABLE ROOMS AT THE DESIGN TEMPERATURE. f. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1.
18. INTERIOR AND EXTERIOR STAIRS AND LANDINGS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO g. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF
8. TOILET,BATH,AND SHOWER FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE MINIMUM FIXTURE ILLUMINATE THE LANDINGS AND TREADS TO A LEVEL OF NOT LESS THAN 11 LUX OR 1 FC.A SWITCH OPERATING THE FIRST CODE OF ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS), (B)THE DATE(S)OF THE FLOOD INSURANCE STUDY AND(C)THE PANEL NUMBERS AND DATES OF THE
CLEARANCES DIAGRAM. LIGHTING SHALL BE INSTALLED AT EACH FLOOR LEVEL THAT ACCESSES THE STAIRWAY. CURRENTLY EFFECTIVE FIRMS AND FBFMs OR OTHER FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED. LU
h. IN ACCORDANCE WITH SECTIONS R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1 AND R905.8.3.1,WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE
9. ALL CO AND SMOKE ALARMS REQUIRED SHALL BE INTERCONNECTED.ALARMS SHALL BE CONNECTED 19. BASEMENTS, HABITABLE ATTICS,AND EVERY SLEEPING ROOM SHALL BE PROVIDED WITH AN EMERGENCY ESCAPE AND DAMMING, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES."OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"NO". W_
TO THE PRIMARY BUILDING POWER SOURCE AND SHALL CONTAIN BATTERY BACK-UP. RESCUE OPENING OPENING DIRECTLY TO THE EXTERIOR PUBLIC WAY. OPENINGS SHALL BE OPERATIONAL FROM THE i. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM FIGURE R403.3(2)OR FROM THE 100-YEAR(99 Q: :C
INTERIOR WITHOUT THE USE OF SPECIAL DEVICES, KEYS,OR TOOLS.PROVIDE A MINIMUM OPENING OF 5.7SF FOR PERCENT)VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32°17)." �; , W
a
10. ALL FOAM PLASTIC OR FOAM PLASTIC CORES OF MANUFACTURED ASSEMBLIES SHALL BE COVERED ABOVE GRADE LEVELS,AND 5,0SF AT OR BELOW GRADE.OPENINGS SHALL HAVE A MINIMUM CLEAR HEIGHT OF j. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL,CLIMATIC DATA CENTER DATA TABLE"AIR FREEZING INDEX-USAF O
WITH MINIMUM 1/2 INCH GYPSUM BOARD WHICH IS MECHANICALLY FASTENED TO SUPPORT STRUCTURE. 24-INCHES AND CLEAR WIDTH OF 20-INCHES. SILL HEIGHTS FOR ESCAPE AND RESCUE OPENINGS SHALL NOT BE METHOD (BASE 32°F)." to 1/4 W V)
INSTALLED HIGHER THAN 44-INCHES ABOVE THE FLOOR. BASEMENT ESCAPE OPENINGS SHALL HAVE A WINDOW WELL k. IN ACCORDANCE WITH SECTION R301.2.1.5,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO TOPOGRAPHIC SIND SPEED-UP n
11. IN ALL FRAMED WALLS, FLOORS,AND ROOFICEILINGS COMPRISING ELEMENTS OF THE BUILDING INSTALLED IF GRADE IS ABOVE THE OPENING SILL ELEVATION(HORIZONTAL PROJECTION OF 3 FT FROM WALL FACE EFFECTS,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES". OTHERWISE,THE JURISDICTION SHALL INDICATE NO"IN THIS PART OF THE TABLE. Le
THERMAL ENVELOPE,A 4-MIL POLY VAPOR RETARDER SHALL BE INSTALLED ON THE WARM SIDE:OF AND MIN IMUM AREA OF 9 SF).WINDOW WELL FLOORS MORE THAN 44-INCHES BELOW ADJACENT GRADE SHALL HAVE I. IN ACCORDANCE WITH FIGURE R301.2(4)A,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS,THE JURISDICTION SHALL FILL IN THIS PART OF THE >
INSULATION. LADDERS OR STEPS INSTALLED COMPLYING WITH 8310.2.3.1.EXIT DOORS MAY BE USED TO SATISFY ESCAPE AND TABLE WITH YES AND IDENTIFY ANY SPECIFIC REQUIREMENTS. OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE. w
RESCUE REQUIREMENTS. m. IN ACCORDANCE WITH SECTION R301.2.1.2.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE(S).OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS
12. FiREBLOCKING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL PART OF THE TABLE. Z m
AND HORIZONTAL BETWEEN BUILDING STORIES.BLOCKING SHALL BE INSTALLED VERTICALLY AT 20. EACH HOME SHALL BE AIR-LEAK TESTED IN ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 AND SHALL NOT EXCEED 3 Co 0) C
CEILING AND FLOOR LEVELS, AND IN ALL VERTICAL OR HORIZONTAL CAVITIES EXCEEDING 10 FT IN AIR CHANGES PER HOUR. N N
LENGTH OR HEIGHT AT INTERVALS NOT TO EXCEED 10 FEET. BATTS OR BLANKETS OF MINERAL ORTOWN OF QUEENSBURY 0 a) Z (•. CV'4 Q
GLASS FIBER INSULATION OR SOLID WOOD BLOCKING SHALL BE USED FOR FIREBLOCKING. REFER TO 21. ENERGY CODE COMPLIANCE FOR THIS HOME UTILIZES THE TOTAL UA ALTERNATIVE OUTLINED IN R402.1.5.SEE BUILDING DEPARTMENT C
8302.11 FOR ADDITIONAL REQUIREMENTS, PROJECT SPECIFIC RESCHECK CERTIFICATION AND CALCULATIONS FOR MINIMUM INSULATING AND PERFORMANCE Based on our limited examination,compliance NOTICE: cn ui r- ^ a
REQUIREMENTS OF THE THERMAL ENVELOPE. with our comments shall not
be construed as
fuldll
indicating
el with athessuiiding�Codes of in adjaeena to cbedrooms pand on each floor (D LL(i
13. ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQUARE FEET. OPENINGS SHALL BE 9 . p n
MINIMUM 22 INCHES BY 30 INCHES AND SHALL HAVE A MINIMUM 30 INCH UNOBSTRUCTED HEADROOM 22. INSULATING BAFFLES SHALL BE INSTALLED ABOVE INSULATION IN VENTED ATTICS BETWEEN EACH RAFTERS OR level including cellar or basement. �� C C v
TRUSS CAVITY WITH ONE END NEAR THE VENTED SOFFIT AND THE OTHER EXTENDED ALONG THE UNDERSIDE OF THE New York State. 2 o X
HEIGHT. Ail smoke detectors &Carbon monoxide 0 -
ROOF SHEATHING CLEAR OF INSULATION. detectors shall be Interconnnected With CN 0 IZ LL,
14. THE PLANS HEREIN HAVE BEEN DESIGNED FOR A DEAD LOAD OF 10 PSF FOR EACH FLOOR AND ROOF battery backup and located on all levels.
LEVEL, LIVE LOADS SPECIFIED IN THE UNIFORM LIVE LOAD TABLE,A GROUND SNOW LOAD OF 50 PSF 23. MOISTURE BARRIERS INSTALLED BENEATH SIDING OVER EXTERIOR WALL SHEATHING(HOUSE WRAP)SHALL HAVE Carbon monoxide detectors are required
AND SLOPED ROOF SNOW LOAD OF 38.5 PSF,AS A SINGLE FAMILY DWELLING,AND FOR CLIMACTIC DATA LAPPED AND TAPED SEAMS COVERING THE ENTIRE SHEATHED WALL SURFACE. UPPER SEGMENTS OF WRAP SHALL outside sleeping areas and on all levels. ALL FEDERAL,STATE,AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
IN THE DESIGN CRITERIA TABLE THIS DRAWING. LAP OVER LOWER LEVELS TO ALLOW MIGRATION OF WATER DOWNWARD OVER SEAMS. OF THE BUILDING DETAILS ANDSPECIRCAT1014S
TOWN OF QUEENSBURY HEREIN.IF DISCREPANCIES BETWEEN THE CODES
15. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE,AND ANY 24. A MINIMUM OF 75% OF ALL LIGHT BULBS SHALL BE ENERGY SAVING TYPE. BUILDING $c C:® T. e ANDREWS ON THESE
SE AND INFORMATION
TE
SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1l2-INCH GYPSUM BOARD. 12 _ CONTAINED SHALL APPLY UNLESS THE ON THESE PLANS EXIST,THE ORE
Reviewed �y:
SHOWN,DESCR BED,OR IMPLIED S A VIOLAF�OONN��- OF THE CODE,IN WHICH CASE THE CODE OR
Date'. REGULATION SHALL TAKE PREFERENCE OVER PLANS.
DIG SAFELY NEW YORK
CALL BEFORE YOU DIG
WAIT THE REQUIRED TIME
REVIEWED FOR CONFIRM UTILITY RESPONSE
RESPECT THE MARKERS
.
DIG
ENERGYE COMPLIANCE VNTHGARE
CODE , .
- SAFE DIGGING IS EVERYONES RESPONSIBILITYI
PLEASE CALL 1-800.962-7962 BEFORE YOU DIG.
VISIT www.digsafelyne"ork.com FOR ADDITIONAL
INFORMATION.
IT IS A VIOLATION Of SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
[ { FOR ANY PERSON,UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,TO ALTER THIS DOCUMENT W ANY
WAY.IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED,THE ALTERING ENGINEER
--- �-> -- I SHALL AFFIX TO THE ITEM HIS SEAL AND THE
-8:12- - - j NOTATION'ALT'ERED BY'FOLLOWED BY HIS
- -`9_ - -��- --- ---...---- ------ _._ - ---- - SIGNATURE,THE DATE OF SUCH ALTERATION,
--- - -
AND A SPEGIFlC DESCRIPTION OF THE ALTERATION.
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y 1 1 k
KRAFT F �, l€ON
s
12 ,2 �` ;, MUST � � ' - LEFT ELEVATION
--� �---
FM _ KION-Cur a ` ENGINEERS STAMP:
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s
12
IF THE STAG' URA ARE W)T 11 BLUE
I 1
NOTICE *KI sir MAYWEM LLEGAL
- PLMDOMIWIS
® ® -- FOAM INSULATION MUST BE NOTuso
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D BY A 15 MINUTE
COVERS
THERMAL BARRIER
12
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i
REVISIONS
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PROJECT NO. : 1286
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SCALE: AS NOTED
FRONT ELEVATION REAR ELEVATION ADD
1 DATE: 9/21/17 N
0 J16"=1'-0" 3116„_1,-0„ 1 DRAWN BY: VISION Z
PROJECT:
CERRONE BUILDERS INC
Ng
WEST MTN LOT 8 w
CK
RIGHT ELEVATION DRAWING TITLE �°
BUILDING o.=
ELEVATIONSW
W1
NOV 15 2017 DRAWING NO. 4
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TOWN OF n
C1_1 MMUNITY EVEILOPN ENT ' DWG=l ZO
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315.10-1-40 RC-000714-2017 OF 7
Cerrone Builders
42 Alessia Drive, Lot 8
SFD w/FP 1986 s.f., Garage 420 s.f.
52'-6"
2'-6" 30'-0" 20'-0„
3'4„ 3'-2" 3'-2" 6'-4" 9,6„ 4'-6" 2'-2" 9'-11" T-11" Y
ICE AND WATER SHIELD 0
�-EXTEND MIN-2'-0"BEYOND
------------------ } INSIDE WALL LINE(TYPICAL)
I ------------ SEE NOTES FOR MORE
t t INFORMATION F-
PREFABRICATED ROOF
TRUSSES G 24"O.C,(TYP.) .�I i -___-___-----_____--, v
t tj 1 1 8:12 8:12 ii t \�� �, c
CONTINUOUS RIDGE �L. a i i 1 i ��`� 9:12 I V
----- VENT(TYP.)
--- --- D
6.12 c
- -- D .CK a
------- - MIN 22X30 OPNG. IN LOW ROOF if i t '� ` i (TYP.U.N.O.) '•
----- �. SHEATHING BELOW FOR
VENTILATION{TYPICAL AT 8:12 8:12 t t �\�,� \ --------'t 3
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- E,' 4" OVERFRAMED ROOF AREAS) i i I ���� ` It
ii 812 �\ 11 �� w
GIRDER TRUSS �� it N
9:12 `9:12 t t ` i Z
MODERN VIEW 3100/6068 L-- -_ _- ! ---_`--- i, W
INSTALL(2)FULL HT VINYL SLIDER �- -'-- IL
KING STUDS 8 (2) (6-('x W-W R.O.} o GABLE END TRUSS t 4:12 i " " "�i ' w
tr' JACK STUDSco
TYPICAL L_____ � t
BETWEEN EACH R.O. NOTE: N
KITCHEN LAYOUT La
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FAMILY SHOWN IS 16"OC CH RAFTERS AT I-y+--� -rr■ L ■
SCHEMATIC i "✓✓✓ 16"OC W/2X4 RAFTER TIES if
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ROOM I OR 2X8 RAFTERS 24"O.C.ES tl 9 It
DINING s:12 s:12 It
COORDINATE )
ONLY- TYPICAL AT SHADINGS tt - tt m O
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GAS BURNING DIRECT VENT SMOKE ' s
FINAL LAYOUT a ALARM 2 --------! - -----� �
b FIREPLACE.COORDINATE STYLE WITH OWNER o • ( 0 BA
ui N T N N E-
v AND FINISH WITH BUILDER PRIOR TO ) `r 0 .. }
r PRIOR TO CONST. INSTALL 14'-3`
CONST. --- G - N Q_
PER MANUF. SPECIFICATIONS KI-I EN 1 w y FAN (�� �� Z
` p TEMP THE TRUSS LAYOUT SHOWN IS FOR REFERENCE ONLY. m LL I j
INSTALL DOUBLE RIM JOIST BEDROOM #1 THE TRUSS MANUFACTURER AND DESIGNER SHALL DETERMINE Ur
OVER FIREPLACE OPENING DBL JOIST ES AND w I °D FINAL LAYOUT OF TRUSS FRAMING.CONTRACTOR SHALL REFER 0 (D Q M
DBL HDR AT CLIPPED ! ROOF PLAN TO TRUSS DRAWINGS SUPPLIED BY MANUFACTURER FOR FINAL N U' d LL
INTERIOR BEARING WALL FLR OPNG BY STAIR 2a (2)2X12 HDR 6 12'-2 1/2" _p LAYOUT,DESIGN,AND INSTALLATION INSTRUCTIONS.
o (TYP AT SHADING)® ct2 1 PAN 1-2Y cliy
m 6
ALL FEDERAL,STATE,AND LOCAL CODES AND
SEE SECTIONS FOR REGULATIONS SHALL BE CONSIDERED TO BE PART
ADDITIONAL INFO
N _
{FLUSH) �� �' ,?- X�� .••\,, ° ~ OF THE BUILDING DETAILS AND SPECIFICATIONS
HEREIN.IF DISCREPANCIES BETWEEN THE CODES
```` ````` '` (2) 1 JFL 9 1/4"LVL � 2 O> AND REGULATIONS AND THE INFORMATION
.,..,,.... CASED
DN QST ' 3`-T'
5'-9" OPNG Lr 11 - ROOF NOTES:
CONTAINED ON THESE PLANS EXIST,THE MORE
v SMOKE (V -1 20 1 b 10'-4 12" 1. ROOF UNDERLAYMENT:UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION,PARALLEL TO AND STARTING FROM THE STRINGENT SHALL APPLY UNLESS THE INFORMATION
r, EAVE AND LAPPED MINIMUM 2 INCHES,FASTENED SUFFICIENTLY TO HOLD IN PLACE.END LAPS SHALL BE OFFSET BY AT SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
m0
ALARM
M -v 11 1 { 2 s OF THE CODE,IN WHICH CASE THE CODE OR
in J LEAST 6 FEET. REGULATION SHALL TAKE PREFERENCE OVER PLANS. -
26 C.O. 3'6 MUD 1 I { b 2. ICE PROTECTION:AN ICE BARRIER CONSISTING OF SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET,SHALL BE USED IN
DET. OIG SAFELY NEW YORK
b .- ' ROOM v PLACE OF UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR CALL BEFORE YOU DIG
DEN WALL LINE OF THE BUILDING. WAIT THE REQUIRED TIME
�t co LIp - p CONFIRM UTILITY RESPONSE
FRENCH ND FLOOR STAIR 5 INSTALL DOUBLE 1.75X91/4" 1 BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.
b r RESPECT THE MARKERS
15R AT 7.94"± r Cn B.F. I w LVL RIM JOIST ALONG BASE AND CAP FLASHING SHALL BE OF CORROSION RESISTANT METAL MINIMUM 0.019-INCH THICKNESS. DIG WITH CARE
13T AT 9"± 8 L COMMON WALL WITH 4. VALLEYS:CLOSED VALLEYS(COVERED WITH SHINGLES)SHALL BE LINED WITH ONE LAYER OF SELF-ADHERING POLYMER
Zs 3' 0" 5'-0" 2 FIRE Di# GARAGE TO RECEIVE TRUSS MODIFIED BITUMEN SHEET,THE VALLEY LINING SHALL SE AT LEAST 36 INCHES WIDE.OPEN VALLEYS VALLEY LINING SAFE DIGGING IS EYERYONE5 RESPONSIBlLlTY!
__Zb HANGERS ( PLEASE CALL 1.80°362-7962 BEFORE YOU DIG.
FOYER EXPOSED)SHALL BE LINED WITH CORROSION RESISTANT METAL AND SHALL BE AT LEAST 24 INCHES WIDE.COPPER LININGS VISIT www.digsafeynewyork.com FOR ADDITIONAL
I r 0 SHALL BE MINIMUM 1 LB WT.,AND ALUMINUM SHALL BE MINIMUM 0-024-INCH THICKNESS. INFORMAITON-
A BL ILT-UP STUD 4 I U) 5. ALL VERTICAL SIDEWALLS SHALL BE FLASHED WITH METAL AND SHALL BE BY THE STEP-FLASHING METHOD. IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
CC LUMNS AT it 24 ]C:�FAN 2 I O 6. FOR SLOPES LESS THAN 5 VERT. IN 12 HORIZ. INSTALL UNDERLAYMENT IN THE FOLLOWING MANNER:APPLY A 19-INCH STRIP 2 OF THE NEW YORK STATE EDUCATION LAW
PC3NT LOADS 30 rn OF UNDERLAYMENT PARALLEL WITH AND STARTING AT THE EAVES,THEN STARTING AT THE EAVE APPLY 36-INCH WIDE FOR ANY PERSON,UNLESS ACTING UNDER THE
(T'PICAL) r 2' 1" LANDING I OIRECTIONOFALICENSEDPROFESSlONRL
iv 8'-3 112" { 28SELF-CLOSING 20-MIN FIRE c SHEETS,LAPPING SUCCESSIVE SHEETS MINIMUM 19 INCHES. ENGINEER,TO ALTER THIS DOCUMENT IN ANY
Z PERIMETER OF THE RECESS,WHEN SHOWN OR SPECIFIED ON PIi'T AT THE CENTER AREA WITH A 24-INCH FLAT CEILING AT THE WAY- E R ITEM BEARING THE SEAL G N
- --= ( �
RATED DOOR ASSEMBLY ENGINEER IS ALTERED,THE ALTERING ENGINEER
°D & CATHEDRATREY LCEIL NG,WHEN S EC FIED ON PLANS, SHALG SHALL ALLOW FOR A V-0"RECESS GL HA E1 INT NOTATISHALL AFF`ALT RE ITEM HIS OOEDB AND HIS
\ � L-- - - - - -- - -- _� qO 12"GYPSUM WALL BOARD INTERIOR CEILING SLOPE OF 4H:1V UNLESS NOTED NOTATION'ALTERED BY"FOLLOWED BY HIS
p - - - - - - - - - - --
CO�RED TEMP TEMP ON GARAGE WALLS m b OTHERWISE. slGNaruRE,IIIEDATE OFSUCH ALTERATION,
ER
I COMMON WITH DWELLING 0 9. CONTRACTOR AND/OR TRUSS MANUFACTURER TO COORDINATE:AND ADJUST HEEL HEIGHT OR OVERHANG LENGTH OF AND ASPECIFIC DESCRIPTION OF THE ALTERATION.
LINE OF SEC DND FLOOR ' PORCH '
' ABOVE WITH CANT. I O N TRUSSES AND RAFTERS FOR ROOF AREAS WITH VARYING ROOF PITCHES AND AT INFILL AREAS(SUCH AS PORCHES)TO
JOISTS. INSTALL DBL (CONC.FLOOR) 2-CAR GARAGE ALIGN THE FASCIA AT EXTERIOR PERIMETER OF BUILDING.
EDGE RIM EE CH SIDE
CODE REQUIRED
FIRE RATED SEPARATION
DECORATIVE STONE EXTERIOR PORCH - 04 INSTALL 12"GYPSUM WALL
PIERS BELOVi COLUMNS COLUMNS COORD. BOARD ON GARAGE CEILING
STYLE AND FINISH
b 3-2X10 SYP CROPPED WITH BUILDER_OAD BRG.-MIN. 9-LITE ENGINEERS STAMP:
PORCH BEANi (3-SIDES) 5000#LOAD EA.) 30
(SEE GARAGE PORTAL FRAME HEADER DETAIL)
16°X 70O.H.DOOR - -
ti. ^ - ^ - IF THMAN
E ON TINS DRA15�tG ARE NOT IN BLUE
{2) 1.755T1 "LVL
HEAWR t� RAWDODAEN1
N07AND SIGN 7W SHOULD N0T B
OBT A okFORE0N8'IRUC1m
4'-0" 4'-0" 5'-3" 5'-1112" 2'-912" 4'-0" 3'4"
8, 0„ 14'-0" 7'-4"
29'-4" 20'-8" WINDOW SCHEDULE 1 �3
_
52'-6"
DESIGNATION MODEL# ROUGH OPENING(W)(H) GLASS/VISIBLE LIGHT CLEAR OPNGNENT AREA REMARKS
T O
REVISIONS
3050 3'-0"X 6-9' 11A FT2 5.2 FT2 SINGLE HUNG
0 FIRST FLOOR PLAN O 2850 2'-8"X 5'-0" 9.9 FT2 4.5 FT2 SINGLE HUNG 4 -
114"=1'-0" TOTAL LIVING SPACE--I 132 S.F.± NOTE:USE PRE-CUT3 -
CO 2830 2'-8"X 3'-0" 5.4 FT2 2.3 FT2 SINGLE HUNG
STUDS FOR FIRST FLOOR
CEILING HT 9'-1 118" T 2844 2'-8"X 4'-4" 8,4 FT2 3.8 FT2 SINGLE HUNG
PLAN NOTES: 1
1. ALL EXTERIOR WALLS ARE 2X6, UNLESS NOTED OTHERWISE.
TE 3051 3'-0"X 5'-1" 11.4 FT2 5.7 FT2 SINGLE HUNG PROJECT NO.: 1286
2. ALL INTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE.
3. ALL INTERIOR DOORS SHALL BE PRE-HUNG 6-PANEL DOORS,UNLESS OTHERWISE NOTED.VERIFY STYLE AND FINISH WITH BUILDER/OWNER PRIOR TO 2 •
CONSTRUCTION. T 3051-2 6'-0"X 5'-1" 22.8 FT2 11.4 FT2 TWIN SINGLE HUNG SCALE: AS NOTED -
4 WALL DIMENSIONS INDICATED ARE TO FACE OF STUD,UNLESS NOTED OTHERWISE. 2
5. TYP iCAL BEARING WALL HEADERS SHALL BE BUILT-UP(2)2X10,UNLESS NOTED OTHERWISE.ALL HEADERS GREATER THAN 5'-0"SHALL BE BUILT-UP(3) DATE: 9/21/17
2030 2'-0"X 3'-0" 3.8 FT -
2X10 FOR 2X6 WALLS AND(2)2X12 FOR 2X4 WALLS,UNLESS NOTED OTHERWISE. O 2 1.6 FT2 SINGLE HUNG
6. INSTALL HEADERS AT NON-LOAD BEARING WALL LOCATIONS WITH MINIMUM 1 12 INCHES BEARING. DRAWN BY: VISION .
7. INSTALL HEADERS AT LOAD BEARING WALLS WITH MINIMUM 3"BEARING EACH SIDE WHEN THE SPAN IS 5FT OR GREATER.USE MINIMUM 1 12"BEARING
EACH SIDE WHEN THE SPAN IS UNDER 5FT.WHERE POINT LOADS EXIST OVER HEADERS INSTALL DOUBLE JACK STUDS FOR A MINIMUM OF 3" BEARING PROJECT:
EACH SIDE, U.N.O. NOTES:
8. NAIL EACH SIDE OF 2X HEADERS AND BEAMS UP TO 3-PLY AND LVL UP TO 2-PLY WITH(3)10D AT 12"OC FOR ENTIRE LENGTH,MULTI-PLY LVL BEAMS WITH 1. ALL WINDOWS SHALL BE MANUFACTURED BY MODERN VIEW-VINYL SINGLE HUNG WITH LOW E. VERIFY FINISHES AND OPTIONAL FEATURES WITH OWNER CERRONE BUILDERS IN(
MORE THAN TWO MEMBERS SHALL BE BOLTED WITH(2)127-0 THRU-BOLTS AT 24"OC. PRIOR TO CONSTRUCTION, PROVIDE SCREENS AT ALL OPERATING UNITS. WEST MTN LOT 8
9. INSTALL WATER CLOSETS. LAVATORIES,AND SHOWERS WITH CLEARANCES AS INDICATED IN TABLE ON DRAWING 47. 2. REFER TO DRAWING#7 FOR NATURAL LIGHT AND VENTILATION CALCULATIONS.
10. EACH BATHROOM EXHAUST FAN MUST BE VENTED DIRECTLY TO THE EXTERIOR. 3. O INDICATES UNIT COMPLIES WITH 5.0 SQ. FT. EGRESS REQUIREMENTS FOR GRADE FLOOR OPENINGS.
11. WHERE FLOOR JOISTS ARE PARALLEL WITH EXTERIOR BEARING WALLS, INSTALL SOLID FULL HEIGHT 2X WOOD BLOCKING AT 36'O.C.INTERVALS ALONG DRAWING TITLE ■
PARALLEL WALL LENGTH IN FIRST BAY ADJACENT TO RIM JOIST.SEE SECTIONS AND DETAILS FOR MORE INFORMATION. 4. Q INDICATES UNIT COMPLIES WITH 5.7 SQ, FT.EGRESS REQUIREMENTS FOR ALL OPENINGS. QQ
12 INSTALL DOUBLE FLOOR JOISTS AT 16"OC WHERE TUBS AND PARALLEL PARTITION WALLS OCCUR ABOVE. ROOF & FIRST
13 GARAGE EXTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE. 5. ALL MULTIPLE-UNIT WINDOWS SHALL BE FACTORY MULLED,UNLESS NOTED OTHERWISE.VERIFY WITH MANUFACTURER PRIOR TO CONSTRUCTION.
14, FLUSH FRAMED 2X10 FLOOR JOISTS AT BEAMS SHALL HAVE SIMPSON U210 16GA FACE MOUNT HANGERS TO SUPPORTING MEMBER (USE MULTIPLE PLY 6. CONTRACTOR SHALL VERIFY ALL WINDOW SPECIFICATIONS,ROUGH OPENINGS,AND AVAILABILITY WITH MANUFACTURER PRIOR TO CONSTRUCTION. FLOOR PLANS
HANGERS AS REQUIRED, U210-2, U210-3,ETC). 7. ALL EXTERIOR SLIDERS SHALL BE MANUFACTURED BY MODERN VIEW. MATCH FINISH WITH WINDOWS AND VERIFY OPTIONAL FEATURES WITH BUILDER
15 INSTALL A CONTINUOUS ROW OF 2X SOLID BLOCKING AT MID-HEIGHT OF INTERIOR BEARING WALLS. PRIOR TO CONSTRUCTION,
16, AT EXTERIOR EXITS IF SITE GRADING REQUIRES MORE THAN ONE TREAD TO GRADE, INSTALL LANDING(UNLESS AT PORCH),TREATED STAIR,GUARDS, 8. ALL WINDOWS ROUGH OPENINGS SHALL BE PLACED AT 6-11 3/8"ABOVE SUBFLOOR U.N.O. DRAWING NO. •
AND HANDRAIL PER CODE. SEE NOTES FOR MORE INFORMATION. 9. ALL WINDOWS MUST BE INSTALLED WITH A CHILD SAFETY LOCKING MECHANISM PREVENTING THE WINDOW FROM OPENING MORE THAN 4-INCHES WHEN
17 CONTRACTOR TO INSTALL ATTIC ACCESS IN ACCORDANCE WITH CODE REQUIREMENTS.COORDINATION LOCATION IN FIELD.MINIMUM ATTIC OPENING THE SILL IS LESS THAN 24-INCHES ABOVE THE FLOOR AND/OR THE SILL IS GREATER THAN 72-INCHES ABOVE OUTSIDE ADJACENT GRADE.
SHALL BE 22"X30"AND THE PERIMETER SHALL BE SEALED WITH A COMPRESSIBLE GASKET WITH FULL INSULATION DEPTH OVER THE ACCESS DOOR. 10. PROVIDE SAFETY GLAZING AT ALL LOCATIONS DEEMED HAZARDOUS IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS.SEE NOTES AND TABLES ON DWG=2
18 SEE GENERAL NOTES DRAWING#1 FOR ADDITIONAL REQUIREMENTS AND INFORMATION. DRAWING#7 FOR ADDITIONAL INFORMATION.
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- — — — — — — — — — — -ENERGY TRUSSES AT 24 OC W/TRUSS CLIPS
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AND RAISED HEEL SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
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INFORMATION.
TYPICAL ROOF CONSTRUCTION 2X6 SUB-FASCIA&FASCIA IT IS A VIOL ATION OF SECTION 7209 SUBDIVISION
NOTE: USE PRE-CUT 2 OF THE NEW YORK STATE EDUCATION LAW
SECOND FLOOR PLAN STUDS FOR FIRST FLOOR -ASPHALT ROOF SHINGLES
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114"=1'-0" TOTAL LIVING SPACE=854 S.F.± �EtLtNG HT 8'-1 1/8" - 15#BUILDING PAPER INSUL(MIN. R-38) VENTED SOFFIT
DIRECTION OF A LICENSED PROFESSIONAL
12 - 12 INCH APA ROOF SHEATHING ENGINEER,TO ALTER THIS DOCUMENT IN ANY
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ENGINEER IS ALTERED,THE ALTERING ENGINEER
SEE PLAN AND RAISED HEEL (EACH TRUSS&RAFTER) SHALL AFFIX TO THE ITEM HIS SEAL AND THE
-SNOW AND ICE SHIELD AT PERIMETER NOTATION'ALTERED Br FOLLOWED BY HIS
SIGNATURE,THE DATE OF SUCH ALTERATION,
EXTEND 24 INCHES INSIDE EXTERIOR as
WALL LINE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
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2ND FLOOR co TYPICAL WALL CONSTRUCTION
SIMPSON H2.5(TYP) ALUMINUM DRIP EDGE(INSTALL -EXTERIOR VINYL SIDING AND TRIM
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2X6 SUB-FASCIA -6 INCHES FIBERGLASS BATT INSULATION
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-4 MIL. POLYEHTYLENE VAPOR BARRIER
FIBERGLASS BATT 1'-0" VENTED SOFFIT -
INSUL(MIN. R-38) 12 INCH GYPSUM WALL BOARD ENGINEERS STAMP:
2X10 FLOOR JOISTS
DOUBLE TOP PLATE TYPICAL WALL CONSTRUCTION
(TYPICAL) -EXTERIOR VINYL SIDING AND TRIM 2X10 RIM JOIST
-TYVEK HOUSE WRAP (TYPICAL) FTHE$TAWAW ONTftDRAttiWAMWTNBLUE
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2X10 FLOOR JOISTS 6 INCHES FIBERGLASS BATT INSULATION (TYPICAL) 5
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—2X10 RIM JOIST(TYPICAL) 4 v
DROP GRADE MINIMUM 6"IN 6INCHES F=IBERGLASS BATT INSULATION 3 z
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SHEATHING INSTALLED. O C
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4. THE DROPPED BASEMENT BEAM SHALL BE SPLICED ONLY OVER SUPPORT COLUMNS.
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6 .COORDINATE QUANTITY AND LOCATIONS OF BASEMENT SASHES DESIRED BY OWNER/BUILDER PRIOR TO START OF CONSTRUCTION. CORNER AND 4'-O"O.C. IN BETWEEN
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OR 2X8 RAFTERS @ <24"O.C. TWO-CAR GARAGE °° �
to u
a ■
O
LADDER FRAMED ROOF (l) c OD
N
OVERHANG(TYP) Q Z C,4 Q_
� t 2 v) � OD ��„ C31
O 8 a) U- y 00
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U 0 � C
GABLE END TRUSS. � Lo
� O N L
SEE TRUSS NOTES PRE-MANUFACTURED ROOF
> C14 Q- LL
TRUSSES AT 24"OC.SEE
NOTES FOR MORE INFO
ALL FEDERAL,STATE,AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE BUILDING DETAILS AND SPECIFICATIONS
Z HEREON.IF gSCRE VANCIES BETWEEN THE CODES
R-38 BATT R-38 BATT INSULATION
INSULATION O AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST,THE MORE
STRINGENT SHALL APPLY UNLESS THE INFORMATION
er SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
OF THEIN
REGULATION SHAD KICH E PREFERENCE OVER PLANS.
SEE TYPICAL BUILDING SECTION
DIG SAFELY NEW YORK
AND TYPICAL DETAILS FOR ADDITIONAL
-CALL BEFORE YOU DIG
" —TRUSS HANGERS INFORMATION NOT SHOWN
( }1/4O PER MANUFACTURER -WAIT THE REQUIREDTIME
-CONFIRM UTILITY RESPONSE
2X14 LEDGER W! 3
RESPECT THE MARKERS
SDS SCREWS AT 16"OC
DIG WITH CARE
TO WALL STUDS SECTION AT GARAGE
-
SAFE DIGGING IS EVERYONES RESPONSIBILITYI
PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
VISIT www.digsatetineMork.com FOR ADDITIONAL
SIMPSON LSSU28110
INFORMATION-
HANGERS AT EACHITIS A VIOLATION OF SECTION 7209 SUBDIVISION
RAFTER ` r 2 OF THE NEW YORK STATE EDUCATION LAW
OD of
MASTER BEDROOM MASTER BEDROOM CLOSET BEDROOM #4
FOR ANY PERSON,UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,TO ALTER THIS DOCUMENT IN ANY
WAY,IF AN ITEM BEARING THE SEAL OF AN
2X6 AT 16"OC SENGINEER IS ALTERED,THE ALTERING HALL AFFIX O THE TEM HIS SEAL AND THE EER
RAFTERS NOTATION'ALTERED BY"FOLLOWED BY HIS
SIGNATURE,THE DATE OF SUCH ALTERATION,
12 AND A SPECIFIC DESCRIPTION OF THE ALTERATION-
4
CANT FLOOR JOISTS AT 15'OC CONT ROW SOLID
BLOCKING
2X4 AT 16"OC TIES ;
ENGINEERS STAMP:
2X4 BLKG.AT
BRG.WALLS
PORCHFOYER 0) DEN FAMILY ROOM FTsrA ArNarnreL�
NK T1I{S YBEAN ILLEGAL
COWORA lE DOtXINtS
wTo
R-21 BATT INSULATION R-21 BATT INSULATION T A FOR
_— CONT ROW SOLID
2X14 FLOOR JOISTS AT 16 FLOOR OC
BLOCKING (,! n AT 16"'OC
SLOPE _
REVISIONS
�� V DROPPED BEAM 5
®MIX, FDN PLAN
4
U
COMPACTED STEEL PIPE 3 z
BACKFILL COLUMN SEE FDN 2 w
PLAN AND DETAILS - ► w
5'-4" BASEMENT BASEMENT 1 W
o o PROJECT NO. : 1286 cn
50 ;� INTERIOR FOOTING >
SEE FDN PLAN SCALE: AS NOTED
tu
�-PERIMETER FSK l DATE: 9121117
ROLL INSULATION N
Z �U
DRAWN BY: VISION z
OD
PROJECT �
GRADE j w
Y r to
CERRONE BUILDERSINC is I�
WEST MTN LOT 8 W
J
SEE TYPICAL BUILDING SECTION DRAWING TITLE
uj
AND TYPICAL DETAILS FOR ADDITIONAL 'v m
INFORMATION NOT SHOWN BUILDING
SECTION THRU PORCH
SECTIONS
3/8"=1'-4" SECTION THRU HOUSE 3 z
SEE TYPICAL BUILDING SECTION
AND TYPICAL DETAILS FOR ADDITIONAL 318"=1' 4" am o
INFORMATION NOT SHOWN
DRAWING NO.
mo
coJ
n
DWG=5
5m
a0
u"
OF 7w>.
............... ... ............. ........ NOTCH SILL PLATE AT 3"MIN CLEAR SPACE FOR
T/FOUNDATION WALL BEAM POCKET AS REQ'D VENTILATION,OTHERWISE USE
2"CL TYP FLOOR JOISTS PER PLAN 12 SEE PLAN BAFFLESNENTS EACH BAY YO
i MEMBRANE FLASHING
' I —MINIMUM 10"HEEL
2'-0"MIN. i BASEMENT SASH OR I JOINT SEALANT `
OTHER OPENING ROOFTRUSSESAT HEIGHT FOR
( INSULATION
BEAM-SEE PLAN CONCRETE SLAB
SLAB SUBBASE ~
•�---
I � COMPACTED FILL , RAISED HEEL MIN.{3)8d NAILS SHEATHING TO �;�\ � pEp
_i_ ENERGY TRUSS ! VERTICAL WEB OF TRUSS,TYP tj
(1)#4REBAR I SLOPE
I ES OF O 1 3/16 V � 112"GL. (TYPICAL 3 SIDES) w �
(1)#4 REBAR FULL O !
EXTENDED MIN. I (4)5/16"X 3" 1 SEE- Q1
2'-0"BEYOND ( I LG LAG BOLTS 116"X BEAM WIDTH X 8"LG t r I O
C
OPENING EDGES I BEARING PLATE EACH END OF
SIMPSON H2.5 AT PIAN ftj W �s
ALL SIDES FOUNDATION WALL-� I COLUMN WELDED 4 EACH TRUSS OR RAFTER - NOTE: TRUSS MANUFACTURER TO Q N O
// LVL OR BUILT-UP BEAM ADJUST HEEL HEIGHT OF TRUSSES 0
I I 3 1/2"O STEEL PIPE COLUMN 1 1/2" 2X6 BEARING WALL WITH VARYING ROOF PITCH TO
(ASTM A 53,TYPE E OR S GRADE B) 2X4 PRESSURE TREATED - ALIGN FASCIA AT PERIMETER w
(ADJUSTABLE STEEL PIPE COLUMNS BEARING PLATE
ARE ACCEPTABLE ALTERNATIVE
TYPICAL REINFORCING AT FOUNDATION WALL EDGE OR OPNG WITH 15,000#RATING)
— FOUNDATION WALL
NOT TO SCALE TYPICAL BASEMENT COLUMN DETAIL RAISED HEEL ENERGY TRUSS r�r. v
NOT TO SCALE NOT TO SCALE IZ 3
SECTION A7 PORCH SLAB TYPICAL WOOD BEAM POCKET DETAIL Q� w
PLACE VERT BAR AT NOT TO SCALE IL
HORIZONTAL REINFORCING WHEN INTERSECTION OF LAP NOT TO SCALE �� X 0
SPECIFIED MAY PASS THRU JOINT fit' r HORIZ BARS tU
N
I
{ v •� ° t - - ( s EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANEL,?' �► >
\ � - EXTENT OF HEADER WITH SINGLE PORTAL FRAME Lu
�p
• +a (ONE BRACED WALL PANEL)
CORNER BARS.MATCH FASTEN KING STUD p
A HORIZ BAR SIZE AND 2'-I8' FINISHED WIDTH OF OPENING � TO HEADER WITH 6 Z NIN
FOR SINGLE OR DOUBLE PORTAL 16D SINKERS co r + N H
CD
SPACING { I TENSION?TRAP PER ° ° ° cp N Q
Q �__°--__�_s TABLE 60_.10.6.4 ---- Qy
3/4"CHAMFER ° PONY ALL.r } C{ ;I ION OPPOSITE SIDE0 Z
EACH SIDE • ° HEIGHT ---j
--------------------------------
I i- ;, ; bF SHEATHKNG} GIRDER TRUSS OR w� co � �
JOINT SEALANT EACH -- ter- ALTERNATE SIDE —�-- '+ • - -- ----- --- -.,ll.. BRACED WALL LINE 1 (POINT � y co
ROOF BEAM O �
OF BENT BARS ONTINUOUSLY SHEATHED LOAD LOCATION) N L
° a o•+•
SIDE OF WALL FOR , ►�� MIN.3'x111. PROHIBITED � ; WITH WOOD STRUCTURAL _ ,. a ..e.�° �� �
FULL HT LAP LAP :, N BACK-SID _ + i PANELS • a'•s'• �` �p O j(
.• °NET HEADER STEEL ME C7
LAP CORNER BARS.MATCH IF W SPACER IS USED,PLACE fl E OF HEADER; `� C
HORIZ BAR SIZE AND = ,b `�._ i IF NEEDED.PANEL ; • STUD COLUMN BELOW N a ti
°,i i FASTEN SHEATHING TO HEADER WITH 80 SPLICE EDGES SHALL i FASTEN TOP POINT LOAD(MINIMUM
314'"CHAMFER SPACING °' CflMAON OR GALVANIZED BOX NAILS IN 3'GRID ° -
W OCCUR OVER AND BE PLATE TO _.� _ WIDTH TO MATCH
cn I I 2 `", ;'_- PATTERN AS SHOWN NAILEDTOCOMMON HEADER WITH BEAM OR GIRDER TRUSS
EF OF WALL I ) - - - °� °
t "--- `" • • • � °i i -_J JI' i BLOCKKNG WITHIN THE ; ; TWO
HEADER TO JACK-STUD STRAP PER TABLE ALL FEDERAL,STATE,AND LOCAL CODES AND
I k •"' r° 8602.10.5.4 ON BOTH SIDES OF OPENING MIDDLE 24'OF THE ROWS OF 16D WIDTH) REGULATIONS SHALL IL CONSIDERED OBE PART
' "+ PORTAL-LEG HEIGHT. OF THE BUILDING DETAILS AND SPECIFICATIONS
OPPOSITE SIDE OF SHEATHING i +, ,+a SINKER NAILS AT HEREIN.IF DISCREPANCIES BETWEEN THE CODES
Q C7 °pj A ONE ROW OF X O.C. 3"O.C.TYP AND REGULATIONS AND THE INFORMATION
° W ° ,.+, NAILING 15 REQUIRED ' CONTAINED ON THESE PLANS EXIST,THE MORE
.4 IN E ACH PANEL EDGE. 'i No STRINGENT SHALL APPLY UNLESS THE INFORMATION
I Q X •pt Ni• —MIN.DOUBLE 2"x4"FRAMING COVERED WITH MIN. ° %__ � -MIN. 711e WOOD 2X4 SQUASH BLOCKS SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
owl "° '/t5`�THICK WOOD STRUCTURAL PANEL SHEATHING TYPICAL PORTAL _� ,° N STRUCTURAL OF THE CODE,IN WHICH CASE THE CODE OR
WITH 8D COMMON OR GALVANIZED BOX NAILS AT FRAME CONSTRUCTION ° ; +'°
K � PANEL (MINIMUM WIDTH TO MATCH REGULATION SHALL TAKE PREFERENCE OVER PLANS.
• _ r
$19; „ 3"O.G.IN ALL FRAMING ISTUDS. ; ;; SHEATHING COLUMN WIDTH PLUS
— BLOCKING,ANDSILLS)TYP. ; ;' ° , • TWO BLOCKS) DIG SAFELY NEWYORK
--MN.DOUBLE 2x4 POST • F° CALL BEFORE YOU DIG
TYPICAL FOUNDATION WALL CONTROL JOINT w°L " (KING AND JACK STUD) • ' ;,•
- MW.LENGTH OF PANEL PER TABLE R602.10.5 -WAIT THE REQUIRED TIME
NOT TO SCALE {OPTIONAL,SEE PLAN FOR LOCATIONS, NUMBER R JACK • + CRESPECT ONFIRM UTILITY THE MARKERS STUDS PER TABLES
°Pi ii • ' ° ' j,` -DIG WITH CARE
WHEN SHOWN) WALLS REINF.WlSINGLE LAYER WALLS W/MULTIPLE LAYERS OF REINF. MIN.(2)V.-DIAMETERANCHOR BOLTS R602.7(1 j&(2) • +
°b' ?°�- INSTALLED PER SECTION R403.1.6 WITH
2"x2"x�/w'PLATE WASHER o '
' SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
°q�qO 'yLl'6'f ° tom _`
TYPICAL WALL CORNER/INTERSECTION REINFORCING DETAIL y r , � VISIT www-d+gsafelynewyork.cAmFOR ADDITIONAL
� INFORMATION.
NOT TO SCALE (MIN LAP#4 BARS T-0") :o Q,�a 'off s'
�. �' IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
' �: \--FLOOR BEAM(POINT
pI •,Ca• 2 OF THE NEW YORK STATE EDUCATION LAW
+ m p• P' )o �- o o �• cam' 4 c3 cd , o u? �7 LOAD LOCATION) FOR ANY PERSON,UNLESS ACTING UNDER THE
o n. n'"
DIRECTION OF A LICENSED PROFESSIONAL
c1lENGINEER,TO ALTER THIS DOCUMENT IN ANY
STUD COLUMN BELOW WAY.IF AN ITEM BEARING THE SEAL OF AN
OVER CONCRETE OR MASONRY BLOCK FOUNDATION ANCHOR BOLTS PER POINT LOAD(MINIMUM SHau AFF IX TO THINEER IS E ITEM HISEAL AND THE THE ALTERING EER
SECTION R403.1.6 WIDTH TO MATCH
- -� - BEAM OR GIRDER TRUSS SIGNATURE,THE DA E OF
R HIS
SIGNATURE,THE DATE OF SUCH ALTERATION,
FIGURE R602.10.6.4 - - WIDTH) AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
TYPICAL GARAGE PORTAL FRAME DETAIL 2X4 SQUASH BLOCKS
(MINIMUM WIDTH TO MATCH
NOT TO SCALE COLUMN WIDTH PLUS
TWO BLOCKS)
PORTAL FRAME NOTES:
1. DETAIL PROVIDED IS FROM THE 2015 INTERNATIONAL RESIDENTIAL CODE AND IS REQUIRED WHERE
THE CONTINUOUSLY SHEATHED WALL PANEL EACH END OF THE GARAGE DOOR OPENING IS LESS 1
THAN THE MINIMUM REQUIRED FOR THE CS-G WALL HEIGHT(8'-24",V-27",10'-39').THE MINIMUM ENGINEERS STAMP:
24"DECK SPAN<6' Z STAGGER FASTENERS IN 2 CS-PF PANEL WIDTH EACH END OF THE HEADER FOR THE GIVEN WALL HT SHALL BE AS FOLLOWS;
18"DECK SPAN<10' 2 ROWS 8'-16", V-18", 10'-20".
-� - 12"DECK SPAN<14' N 2. VISION ENGINEERING IS NOT RESPONSIBLE FOR THE PORTAL FRAME DESIGN OR CONFIGURATION
I NOR IS VISION RESPONSIBLE FOR CONSEQUENTIAL EFFECTS OF INSTALLING THE PORTAL FRAME
DETAIL AS SHOWN. IF frKE3TpuN,tydtr ttilSIX�►Ml1NGaRENOT INMUE
-5.5"MIN FOR 2X8 3. LATERAL BRACING(DIAGONAL 2X FRAMING 24"OC TO ROOF/CEILING)IS RECOMMENDED FOR THE
� � •, 6.5"MIN FOR 2X10 �' �'% MAY�.ANr<t�Al
BOTTOM OF PONY WALL AND HEADER BEAM TO PREVENT UNDESIRABLE DISPLACEMENTS, COPY ORA PLANS.DOCUMENTS
HANDRAIL AND GUARDS 1 I z 75'MIN FOR 2X12 VIBRATIONS,OR REDUCED STABILITY OF THE HEADER. �T�TD A PVAU F mWo NOT BEf OUNDATION WALL
PER NOTES g " Ib 4. THE TENSION STRAP SHOWN EACH END OF THE PORTAL FRAME HEADER SHALL BE CAPABLE OF
� 2MIN
UILDING EXTERIOR WALL 4125 POUNDS OF TENSION, USE SIMPSON CMSTCI6 WITH MINIMUM 30"LAP WITH JACK STUDS SEE PLAN
OPPER OR MEMBRANE FLASHING /4X6 DECKING LEDGER -LAG SCREW BELOW HEADER, OR EQUAL. n
OR SOLT -J \`�� /III(-)
2X PT LEDGER,SEE CONNECTION DETAIL
2X PRESSURE TREATED _ *DISTANCE SHALL BE PERMITTED TO BE REDUCED TYPICAL BUILT-UP STUD COLUMN DETAIL
JOISTS AT 16 INCHES O.C. TO 4.5" IF LAG SCREWS ARE USED OR BOLT NOT TO SCALE
SEE PLAN FOR SIZE SPACING IS REDUCED TO THAT OF LAG SCREWS
TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS REVISIONS
SAW-CUT CONTRACTION 4X4-W2.9 X W2.9 WWM OR#4
SIMPSON H2.5 EXISTING JOINT WHERE SPECIFIED ON AT 16"OC EW(REINFORCING 5
EACH JOIST SHEATHING _ PLANS(MIN. 1/4"X 1"DEEP) SHOWN IS RECOMMENDED 18'MIN.BEND 18'MIN.EXTENSION
i .
�'�- AND FILL W/JOINT SEALANT BUT OPTIONAL) EACH END I 4 J
16GA FACE MNT JST HANGER AT EXISTING (4)SIMPSON DTT1Z EVENLY LU LU
STUD WALL I-_
3
EACH JOIST(TYP.) MULTI-PLY BEAM SPACED ALONG LEDGER i I cn -_ w
W/(2)1/2"o THRU-BOLTS CHORS WITHfN 24"OF 1 10"#2 CRUSHED z _� _____ 2 w
LENGTH WITH END ' II LI II I: '� i
AT WALKOUT BASEMENTS 8 LET-IN AT COLUMNS AN � z �- 1 w
FLASHING MUST DRAIN ! /\ STONE OR � /�Tw---— Z
SEE PLAN FOR SIZE RIM BOARD LEDGER ENDS 1 w
ABOVE SIDING AND FINISHES ^���` ,�� "% - = COMPACTED
-* �" '_ ,. ' SAND/GRAVEL LL v /� Ori/ PROJECT NO.: 1286 to
BELOW — — �► - aOle 2-0 LAP >
SUBBASE
(TYPICAL) SCALE: AS NOTED m
0.5 MINui
z
V / REINFORCING TO BE 6-MIL POLY VAPOR UNDISTURBED SUBGRADE - _ _--- DATE: 9/21/17
,� - SUPPORTED BY CHAIRS BARRIER WITH LAPPED OR COMPACTED
TREATED STRUCTURAL FILL,SEE MATCH#4 FOOTING z
COLUMN OR CONC. BRICKS AND SEAL ED EDGES NOTES FOR MORE INFO DRAWN BY: VISION r_
FLOOR FOUNDATION PLAN o
FRAMING BOLTS SCREWS OR 12 ' PROJECT:
TYPICAL SLAB ON GRADE DETAIL
EXISTING FDN lu
lu
GALV.POST BASE WALL 3/8 O GALV LAG BOLT NOT TO SCALE CERRONE BUILDERS INC
SONOTUB£,SEE
-__ _
WITH
E LIN 3" TNTC TYPICAL STEPPED FOOTING DETAIL WEST MTN LOT 8 W
PLATE CL NOTES: NOT TO SCALE a
1. LAP VAPOR BARRIER EDGES MIN. 18"AT SPLICES $a
PLAN DRAWING TITLE
2. PROTECT SLAB AND SUBBASE FROM MOISTURE OR
.. w�
~ DISTANCE SHALL BE PERMITTED TO BE REDUCED
11111 Illi
TO 4.5"IF LAG SCREWS ARE USED OR BOLT PRECIPITATION AFTER PLACEMENT AND UNTIL BUILDING IS TYPICAL SECTIONS o
ci
SPACING IS REDUCED TO THAT OF LAG SCREWS ENCLOSED.
NOTE:ALL FRAMING MEMBERS TO BE PRESSURE TREATED �{ TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS AND DETAILS w r
1� o uj
z
TYPICAL DECK BRACE CONNECTION DETAIL NO.
NOT TO SCALE DRAWING
SECTION AT FRAMED PORCH OR DECK z
NOT TO SCALE
J�
DWG=6 fn e4
Z
CL
w
OF 7 w a
FOUNDATION NOTES:
CODE REQUIRED LIGHTING AND VENTILATION (SQ. FT.)
STAIR NOTES
ROOM NAME ROOM AREA � REQ'D LT.(8°.6) ACTUAL LT. I REQ'D VENT.(496) I ACTUAL VENT.
STAIRWAY SHALL NOT BE LESS THAN 36 INCHES WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT BEAR FOOTINGS ON FORM UNDISTURBED SOIL. FOUNDATIONS HAVE BEEN DESIGNED FOR A PRESUMPTIVE SOIL
AND BELOW THE REQUIRED HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES ON EITHER SIDE OF BEARING PRESSURE OF 2000 PSF. IF SOILS ENCOUNTERED ARE EXPANSIVE,COMPRESSIBLE,SHIFTING,OR HAVE KiTCHlFAMlDW .7
ING 427 I 34.2 77.9 ( 17.1 36
THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS OTHER UNKNOWN CHARACTERISTICS,BUILDING CODE OFFICIAL SHALL DETERMINE NEED FOR SOIL TESTING WHICH DEN 118 9.4 22.8 4.7 10.4 3
AND LANDINGS,SHALL NOT BE LESS THAN 311/2 INCHES WHERE THE HANDRAIL IN INSTALLED ON ONE SIDE AND 27 INCHES SHALL BE PERFORMED TO VERIFY SOIL PROPERTIES AND THE DESIGN PRESUMPTIVE BEARING PRESSURE,
MASTER BDRM#2 212 1 17.0 45.6 8.5 22.8 `2
WHERE THE HANDRAILS ARE PROVIDED ON BOTH SIDES. MINIMUM DEPTH OF EXTERIOR FOOTINGS FOR FROST PROTECTION IS 4 FEET BELOW FINISHED GRADE,UNLESS tttJJJtJ�]]
BEDROOM#4 128 10.2 22.8 5.1 11.4
THE MAXIMUM RISER HEIGHT SHALL BE 8 114 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES.
ENTIRE STRUCTURE IS FULLY BEARING ON SOUND BEDROCK. I
BEDROOM#3 125 10.0 22.8 5.0 11.4
LAP FOOTING AND WALL REINFORCEMENT 2 FEET AT SPLICES. PROVIDE CORNER BARS THE SAME SIZE AND NUMBER \\\\ E
THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6'-8"MEASURED VERTICALLY FROM THE AS CONTINUOUS REINFORCEMENT,LAPPED 2 FEET WITH MAIN REINFORCEMENT. HALF BATH DN NA 3.a 11.4 1.5 5.2 U
SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM.
` U
MASTER BATH NA 3.0 11.4 1.5 5.7
PORCHES,BALCONIES,OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW CAST STEPPED FOOTINGS MONOLITHICALLY. REFER TO DRAWINGS FOR TYPICAL STEPPED FOOTING DETAIL.SEE c
SHALL HAVE GUARDS NOT LESS THAN 36 INCHES IN HEIGHT.OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 FOUNDATION PLAN FOR APPROXIMATE STEP LOCATIONS. FULL BATH UP NA 3.0 ARTIF.LT, REQ'D. 1.5 MECH.VENT REQ'D. ( � V L_
INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED BEDROOM#1 170 13.6 22.8 6.8 10.4 �✓ c
VERTICALLY FROM THE NOSING OF THE TREADS. EXCAVATIONS SHALL BE LAID BACK TO PREVENT SLOUGHING IN OF SIDES. MAINTAIN SIDES AND SLOPES OF C
EXCAVATIONS IN STABLE CONDITION UNTIL COMPLETION OF BACKFILLING. FOUNDATION EXCAVATIONS SHALL BE FULL BATH DN NA 3.0 3.8 1.5 1.6 W C
REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS,RAISED FLOOR SURFACES,BALCONIES,AND PROCHES SHALL HAVE HAND TRIMMED TO REMOVE LOOSE MATERIAL OR RIDGES LEFT BY EQUIPMENT. A c
INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW THE PASSAGE OF A SPHERE 4 INCHES OR MORE INNOTES: T
�i
BACKFILL FOUNDATION WALLS WITH SAND AND GRAVEL WHICH ARE WELL-DRAINING,SOUND,DURABLE,AND FREE OF >
DIAMETER. ORGANIC OR OTHER DELETERIOUS MATERIALS. INSTALL BACKFILL EVENLY ON BOTH SIDES OF WALLS WHERE 1.ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT
HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS.HANDRAIL HEIGHT, NECESSARY TO PREVENT DISPLACEMENT OF CONSTRUCTION. BACKFILL SHALL NOT BE PLACED AGAINST BASEMENT OF THE FLOOR AREA OF SUCH ROOMS.NATURAL VENTILATION SHALL BE THROUGH WINDOWS,DOORS,LOUVERS,
MEASURED ABOVE THE TREAD NOSINGS,SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES.ALL REQUIRED WALLS UNTIL THE WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR ABOVE. FINISHED OR OTHER APPROVED OPENINGS TO THE OUTSIDE AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY
HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER OFA GRADE AT PERIMETER OF FOUNDATION SHALL BE SLOPED TO DRAIN SURFACE WATER AWAY FROM BUILDING. THE ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS.THE MINIMUM ■�
GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN FIRST 10 FEET. OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. W
FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. 2.GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION 8310 AND AN V
HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 112 INCHES BETWEEN THE WALL AND THE PLACE INTERIOR BACKFILL AND SLAB SUBBASE MATERIAL IN LAYERS NOT MORE THAN 12 INCHES IN LOOSE DEPTH APPROVED MECHANICAL VENTILATION SYSTEM IS PROVIDED CAPABLE OF PRODUCING 0.35 AIR CHANGES PER W
HANDRAIL AND COMPACT TO 95 PERCENT OF MAXIMUM DENSITY.
HOUR IN THE ROOM.
3.FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS,ANY ROOM SHALL BE a
ENCLOSED ACCESSIBLE SPACE BENEATH STAIRWAYS SHALL HAVE WALLS AND UNDER STAIR SURFACE ON THE ENCLOSED SIDE FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED BELOW GRADE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON O
SHALL BE DAMPPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. DAMPPROOFING SHALL BE A WALL OS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN ONE-TENTH OF THE FLOOR }�� W
WITH A 112 INCH GYPSUM COVERING.
BITUMINOUS COATING OR 3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT. AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET,
EXTERIOR EXIT LANDINGS,STAIRS,DECKS,AND SIMILAR EXIT FACILITIES SHALL BE POSITIVELY ANCHORED TO THE PRIMARY 4.BATHROOMS,WATER CLOSET COMPARTMENTS,AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH
BUILDING STRUCTURE USING HANGERS,LAG BOLTS,SCREWS,OR OTHER FASTENING SYSTEMS NOT SUBJECT TO WITHDRAWAL. THE UNDER-FLOOR SPACE CREATED IN CRAWL SPACES SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET,ONE HALF OF WHICH MUST BEui
>
FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA SHALL BE 1 SQUARE FOOT FOR EVERY 150 OPENABLE. ■
SQUARE FEET OF CRAWL SPACE. ONE SUCH OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. 5.THE GLAZED AREAS OF BATHROOMS,WATER CLOSET COMPARTMENTS,OR SIMILAR ROOMS SHALL NOT BE
WOOD FRAMING NOTES VENTILATION OPENINGS ARE NOT REQUIRED WHEN THE GROUND SURFACE IS COVERED WITH 6-MIL POLY VAPOR REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION SYSTEM ARE PROVIDED.THE MINIMUM m
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NAILING NOT INDICATED ON DRAWINGS SHALL BE IN ACCORDANCE WITH NAILING SCHEDULE OUTLINED IN THE 2015 RETARDER,THE SPACE IS SUPPLIED WITH CONDITIONED AIR,AND THE EXTERIOR PERIMETER WALLS ARE INSULATED VENTILATION RATES SHALL BE 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS :300 04 04 >„
IN ACCORDANCE WITH CODE. VENTILATION.VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. CI N
INTERNATIONAL RESIDENTIAL CODE. O
6. FOR ROOMS WHICH REQUIRE ARTIFICIAL LIGHT PROVIDE A MINIMUM OF 6 FOOTCANDLES OVER THE AREA OF }. 0
N Q
INSTALL BLOCKING IN A CONTINUOUS HORIZONTAL ROW AT MID-HEIGHT OF INTERIOR STUD BEARING WALLS. ANCHOR SILL PLATE OF EXTERIOR WALLS TO FOUNDATION WALLS WITH 12-INCH ANCHOR BOLTS 12 INCHES MAXIMUM THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. N Z C7)
FROM EACH END AND 4 FEET MAXIMUM ON CENTER IN BETWEEN. (MINIMUM OF TWO ANCHOR BOLTS IN EACH SILL uj
_
USE PRESSURE-TREATED WOOD FOR ALL TIMBER ELEMENTS EXPOSED TO WEATHER OR IN CONTACT WITH SOIL,WATER,OR PIECE.) EMBED ANCHOR BOLTS A MINIMUM OF 12 INCHES(N CONCRETE FOUNDATION WALLS.
-@ v CO
N
CONCRETE. U _ L
INSTALL BUILT-UP STUD COLUMNS AT EACH END OF ALL HEADERS OR BEAMS.FOR WALLS PARALLEL WITH HEADERS,COLUMNS > c0 O -
SHALL BE A MINIMUM OF 1 JACK STUD AND 1 KING STUD,UNLESS NOTED OTHERWISE.AT LOCATIONS WHERE WALLS ARE MATERIAL PROPERTIES:
PERPENDICULAR TO HEADERS, INSTALL 1 KING STUD ON EACH SIDE OF HEADER AND JACK STUDS BELOW AS REQUIRED TO
MATCH HEADER WIDTH. CONCRETE:FOOTINGS,FOUNDATION WALLS,AND INTERIOR SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH F'C AT 28 DAYS OF 3000 PSI. EXTERIOR SLABS ON GRADE AND GARAGE SLABS SHALL HAVE A MINIMUM ALL FEDERAL, SATE,AND LOCAL CODETO S AND
JOISTS EXCEEDING NOMINAL 2 BY 12 SHALL BE SUPPORTED LATERALLY WITH SOLID BLOCKING OR DIAGONAL BRIDGING AT SOIL PROPERTIES ACCORDING TO UNIFIED SOIL CLASSIFICATION SYSTEM REGULATIONS SHALL IL CONSIDERED CAI PART
COMPRESSIVE STRENGTH F'C AT 28 DAYS OF 3500 PSI. OF THE BUILDING DETAILS AND SPECIFICATIONS
ICAnoNs
HEREIN.IF DISCREPANCIES BETWEEN THE CODES
INTERVALS NOT EXCEEDING 8 FEET. UNIFIED SOIL AND REGULATIONS AND THE INFORMATION
CONCRETE SHALL HAVE:A MAXIMUM WATER/CEMENT RATIO OF 0.55,A MAXIMUM 5 INCH SLUMP,AND SHALL HAVE 5 TO 7 VOLUME CHANGE CONTAINED ON THESE PLANS EXIST,THE MORE
WHERE JOISTS,TRUSSES,OR RAFTERS ARE SPACED MORE THAN 16 INCHES ON CENTER OR THE BEARING STUDS DO NOT PERCENT ENTRAINED AIR(ASTM C 260)AT EXTERIOR EXPOSED LOCATIONS. CLASSIFICATION DRAINAGE FROST HEAVE POTENTIAL STRINGENT SHALL APPLY UNLESS THE IN SHOWN,
CHARACTERISTICS POTENTIAL EXPANSION TION
ALIGN,SUCH MEMBERS SHALL BEAR WITHIN 5 INCHES OF THE STUD BENEATH UNLESS THE TOP PLATE IS SUPPORTED OR SOIL GROUP SYSTEM SYMBOL SOIL DESCRIPTION SHOWN,DESCRIBED,OR IMPLIED ISA VIOLATION
OF THE CODE,IN WHICH CASE THE CODE OR
REINFORCED WITH A TRIPLE 2X6 HEADER DIRECTLY BELOW, REINFORCING: DEFORMED BARS;ASTM A 615,GRADE 60. GW WELL-DRAINED GRAVELS,GRAVEL-SAND MIXTURES,LITTLE OR NO FINES GOOD LOW LOW REGULATION SHALL TAKE PREFERENCE OVER PLANS.
DIG SAFELY NEW YORK
METAL-PLATE CONNECTED WOOD TRUSS NOTES WOOD FRAMING:NO.2 OR BETTER,SPRUCE-PINE-FIR(SPF)U.N.O.
GP POORLY-GRADED GRAVELS OR GRAVEL-SAND MIXTURES,LITTLE OR NO FINES GOOD LOW LOWCALL BEFORE YOU DIG
-WAIT THE REQUIRED TIME
CONFIRM UTILITY RESPONSE
TRUSSES SHALL BE CAPABLE OF SUPPORTING A TOP CHORD ROOF SNOW LOAD OF 38.5 PSF,TOP CHORD DEAD LOAD OF 10 PSF, SUBFLOCIRING: APA RATED SHEATHING,EXPOSURE 1,SPAN RATING 4824(23132 MIN.THICKNESS} GROUP i SW WELL-GRADED SANDS,GRAVELLY SANDS, LITTLE OR NO FINES GOOD LOW LOW RESPECT THE MARKERS
AND BOTTOM CHORD DEAD LOAD OF 10 PSF,AND ATTIC BOTTOM CHORD LIVE LOADS SPECIFIED IN LOAD TABLE.DESIGN
TRUSSES FOR BALANCED SNOW LOADS AND UNBALANCED SNOW LOADS(TWO SEPARATE LOAD CASES)IN ADDITION TO DEAD SP POORLY-GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES GOOD LOW LOW -DIG vu+rw CAR
LOADS. MAXIMUM TRUSS DEFLECTION SHALL BE U360 FOR SNOW LOAD AND L240 FOR TOTAL LOAD.GT OF 1.1 IS ASSUMED ROOF SHEATHING: APA RATED SHEATHING, EXPOSURE 1,SPAN RATING 32116(15132 MLN.THICKNESS)
SAFE DIGGIN RESPONSIBILITY!
GM SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURES GOOD MEDIUM LOW PLEASE CALL 1800 862-7962 BEFORE YOU DIG-
GM FOR ADDITIONAL
BASED UPON A COLD VENTILATED ATTIC.
WALL SHEATHING: APA RATED SHEATHING, EXPOSURE 1,SPAN RATING 24116(9/16"MIN.THICKNESS) SM SILTY SAND,SAND-SILT MIXTURES GOOD MEDIUM LOW INFORMATION,
SUBMIT TRUSS DESIGN CALCULATIONS AND DRAWINGS PREPARED BY A LICENSED PROFESSIONAL ENGINEER TO THE CODE IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
CONCRETE BLOCK:ASTIuf C 90 WITH AVERAGE NET COMPRESSIVE STRENGTH OF 1900 PSI,NORMAL WEIGHT.
GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURES MEDIUM MEDIUM LOW 2 OF THE NEW YORK STATE EDUCATION LAW
ENFORCEMENT PRIOR TO INSTALLATION,
FOR ANY PERSON,UNLESS ACTING UNDER THE
BRICK: L,
ASTM C 216, TYPE FBS, GRADE SW, WITH MINIMUM AVERAGE NET AREA COMP.STRENGTH 3000 PSI. SC CLAYEY SANDS, SAND-CLAY MIXTURES MEDIUM MEDIUM LOW DIRECTION OFA LICENSED PROFESSIONAL
COMPLY WITH ANSIlTPI-1"NATIONAL DESIGN SPECIFICATION FOR METAL-PLATE CONNECTED WOOD TRUSS CONSTRUCTION",
ENGINEER,TO ALTER THIS DOCUMENT ANY
WAY.IF AN ITEM BEARING THE SEAL OF AN
LATEST EDITION.
MORTAR:ASTM C 270 OR ASTM C 1142,TYPE S(FOR MASONRY VENEERS USE TYPE N). GROUP 11 ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR,SILTY OR CLAYEY MEDIUM HIGH LOW ENGINEER IS ALTERED,THE ALTERING ENGINEER
FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY SHALL AFFIX TO THE ITEM HIS SEAL AND THE
FABRICATION AND ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH QUALITY CONTROL MANUAL OF THE T.P.LGROUT:ASTM C 476, MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI,8-10 INCH SLUMP.
NOTATION*ALTERED LOWED BY HIS
CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS,SANDY MEDIUM MEDIUM MEDIUM TO SIGNATURE,THE DATE OF SUCH ALTERATION,
CONTINUOUSLY BRACE TRUSS BOTTOM CHORDS WITH FLAT 2-INCH BY 4-INCH BRACING AT APPROXIMATELY 8 FEET ON CENTER, STRUCTURAL ROLLED STEEL WSHAPES:ASTM A 992(FY=50 KSI). STEEL PLATES AND ANGLES SHALL BE ASTM A 36. CLAYS,SILTY CLAYS,LEAN CLAYSLOW AND ASPECIFIC DESCRIPTION OF THE ALTERATION.
CH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS POOR MEDIUM HIGH
LOCATED AT OR NEAR PANEL POINTS. PROVIDE DIAGONAL BOTTOM CHORD BRACING BETWEEN HORIZONTAL BRACING FOR FULL
WIDTH OF BUILDING AT END NON-BEARING WALLS AND AT 20 FEET ON CENTER THROUGHOUT LENGTH OF BUILDING,PROVIDE STRUCTURAL STEEL PIPE COLUMNS:ASTM A 53,TYPE E OR S
CONTINUOUS VERTICAL 2-INCH BY 4-INCH DIAGONAL CROSS BRACING NAILED TO EACH TRUSS DIAGONAL FROM RIDGE TO ,GRADE B. GROUP 111
MH INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILTY POOR HIGH NIGH
BOTTOM CHORD OF TRUSS. ONE PAIR OF DIAGONAL CROSS BRACING REQUIRED FOR EACH SIX TRUSSES.FIRMLY SECURE ANCHOR BOLTS:ASTM A 307,GRADE A. SOILS, ELASTIC SILTS
BRACING TO GABLE END WALLS. OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY POOR MEDIUM MEDIUM
FURNISH GABLE END TRUSSES WITH VERTICAL 2-INCH BY 4-INCH MINIMUM STUDS AT 24 INCHES ON CENTER. SOUTHERN PINE(WHERE SPECIFIED):SOUTHERN YELLOW PINE WITH MINIMUM PROPERTIES AS FOLLOWS;-2X8 Fb=1500 PSI GROUP IV OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS UNSATISFACTORY MEDIUM HIGH
TRUSS MANUFACTURER TO DESIGN AND SPECIFY ALL TRUSS CONNECTIONS,HANGERS,AND ETC.REQUIRED BETWEEN -2X10 Fb=1300 PSI
Pt PEAT AND OTHER HIGHLY ORGANIC SOILS UNSATISFACTORY MEDIUM HIGH
Fb-2X12 F
INDICATED TRUSS COMPONENTS. 1250 PSI ENGINEERS STAMP:
-E=1, =1 o 0 P
1.THE PERCOLATION RATE FOR GOOD DRAINAGE IS OVER 4 INCHES PER HOUR,MEDIUM DRAINAGE IS 2 TO 4 INCHES PER HOUR,
TRUSSES SHALL BE DESIGNED WITH A PINNED SUPPORT AT ONE END AND A ROLLER SUPPORT AT THE OPPOSITE END SUCH
AND POOR IS LESS THAN 2 INCHES PER HOUR.
THAT A ZERO HORIZONTAL FORCE RESULTS. 2.SOILS WITH A LOW POTENTIAL EXPANSION TYPICALLY HAVE A PLASTICITY INDEX(PI)OF 0 TO 15,SOILS WITH A MEDIUM POTENTIAL
TRUSS MANUFACTURER SHALL SUBMIT TO DESIGN PROFESSIONAL ONE COPY FOR REVIEW OF TRUSS LAYOUT PLAN,STAMPED EXPANSION HAVE A Pt OF 10 TO 35,AND SOILS WITH A HIGH POTENTIAL EXPANSION HAVE A PI GREATER THAN 20.
F TME STAy� DN 7NDIMWIN6 ABENOT IN BLUE
AND SIGNED CALCULATIONS,AND INSTALLATION INSTRUCTIONS.
NK,Tt113 OF � �B�ITS IMV BEAN N I F(J1
COPT ORA OFT OCL PLAN$DOCUAIEN[S
NOT COME' Atb SIGNATURE St)OUID NOT BE
MINIMUM CATEGORY CLASSIFICATION OF GLAZING USED A i : SL,,,10_` �1.
EXPOSED SURFACE GLAZING IN STORM GLAZING IN GLAZING PANELS GLAZING PANELS GLAZING IN DOORS AND SLIDING GLASS ll
AREA OF ONE SIDE OR COMBINATION DOORS REGULATED BY ITEM 7 REGULATED BY ITEM 6 ENCLOSURES REGULATED DOORS PATIO ��l
OF ONE LITE DOORS (CATEGORY OF SECTION R308A OF SECTION R308.4 BY ITEM 5 OF R308.4 TYPE _
(CATEGORY CLASS) CLASS) (CATEGORY CLASS) (CATEGORY CLASS) (CATEGORY CLASS) (CATEGORY CLASS)
9 SQ.FT. OR LESS I t NO REQUIREMENT I !I It
REVISIONS
MORE THAN 9 SQ.FT. It It It II It It
5
NOTES
4
1. INDIVIDUAL GLAZED AREAS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED IN SECTION R308.4 SHALL PASS J
UNIFORMLY DISTRIBUTED DESIGN LIVE LOADS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201. GLAZING SHALL COMPLY WITH THE CPSC 16 CFR,PART 1201 3 z
CRITERIA FOR CATEGORY I OR II AS INDICATED IN THE TABLE ABOVE.
LOCATION LIVE LOAD(PSF) WALL WALL WALL WALL w
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EXTERIOR BALCONIES 60 ° °
PROJECT NO.: 1286
4"CL. 4"GL.
DECKS 40 4 GL ,� C14 FOUNDATION DESIGN PARAMETERS SCALE: AS NOTED m
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LAVATOR IES
ATTICS WITHOUT STORAGE 10 CLASS OF MATERIAL ALOWABLE FOUNDATION LATERAL EARTH LATERAL SLIDING III
15"MIN. WALL 15"MIN. - BEARING PRESSURE PRESSURE COEFF.OF FRICTIONA DATE: 9/21/17 w
�' WALL WALL B D
ATTICS WITH STORAGE 20 - I-F-r'�-�-vll ' -"r � --�- I (PSF} (PSFIFT BELOW GRADE} Z
I I � DRAWN BY: VISION �
ROOMS OTHER THAN SLEEPING ROOMS 40 M CRYSTALLINE BEDROCK 12,000 1,200 0.70 w
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_ SEDIMENTARY AND FOLIATED ROCK 4,000 400 0.35CERRONE BUILDERS INC co
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SLEEPING ROOMS 30 �J �� 30" 1 GRAVEL,SANDY GRAVEL(GW AND GP) 3,000 200 0.35 WEST MTN LOT $ W
_24"CL. IN
STAIRS 40 ° FRONT OF SAND,SILT, SILTY GRAVEL,CLAYEY SANDS 2,000 150 0.25
J
OPENING AND GRAVELS(SW,SP,SM,SC,GM,AND GC)
DRAWING TITLE (L
GROUND SNOW 50CLAY,CLAY,SANDY CLAY,SILTY CLAY,CALYEY 1,500 B 100 - m
WATER CLOSETS SHOWER SILT, SANDY SILT(CL,ML,MH,AND CH) TECHNICAL
SEISMIC DESIGN CATEGORY C(SFD EXEMPT) D c
A.COEFF=ICIENT TO BE MULTIPLIED BY THE DEAD LOAD. o
NOTES
BASIC WIND SPEED 115 MPH aw
MINIMUM FIXTURE CLEARANCES B. IF SOILS ENCOUNTERED ARE EXPANSIVE,COMPRESSIBLE,SHIFTING, OR HAVE OTHER UNKNOWN CHARACTERISTICS,OR IF m o
THE SOILS ARE ANTICIPATED TO HAVE A BEARING CAPACITY LESS THAN 1,500 PSF,A SOILS INVESTIGATION SHALL BE DRAWING NO. z
CONDUCTED TO VERIFY FOUNDATION DESIGN.
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