RC-000718-2017 (2) GENERAL NOTES GENERAL NOTES CONT'D
TABLE 8301.2(1)
1. DESIGNED IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE W/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. SEE TABLE PROVIDED FOR INDIVIDUAL ROOM CALCULATIONS AND COMPLIANCE
GROUND WIND DESIGN SEISMS SUBJECT TO DAMAGE FROM WINTER ICE BARRIER
2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN REQUIREMENTS. SNOW DESIGN FLOOD AIR MEAN CLIMATE Y
DIMENSIONS OR ELEVATIONS. SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE c DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL
17. A MECHANICAL WHOLE-HOUSE VENTILATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH M1507.3 PROVIDING LOAD d(mph) EFFECTS k REGION I DEBRIS ZONE In CATEGORY a 1 ZONE O
( p } f DEPTH b J EMP a REQUIRED h s INDEX I TEMPI
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 0
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 I 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=0.447m/s 2
CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION;
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 ` E
1501-3000 SF 45CFM 60CFM 75CFM
WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX, "NEGLIGIBLE,""MODERATE"OR"SEVERE"FOR CONCRETE AS DETERMINED FROM FIGURE 8301.2(3).THE GRADE 8
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. v
4501-6000 SF 75CFM 90CFM 105CFM b. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE 8403.1(1).THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM
6. ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 OF THE 2015 DEPTH OF FOOTING BELOW FINISH GRADE, W E
INTERNATIONAL RESIDENTIAL CODE SHALL BE PROVIDED WITH A MANUFACTURERS LABEL, fIYTERM/TTENT WHOLE-HOUSE MECHANICAL VEN77LATI0IV, c. THE JURISDICTION SHALL FILL IN THIS PART OF THE TA13LE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN V m
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. I C
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)AI.WIND EXPOSURE CATEGORY SHALL BE � Ill m
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. '� N m
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 97 1/2-PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL aw o
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 PLUMBING CODE. DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE � N
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 8301.2.2.1.
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 NATICNVAL 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 Irk
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 JURISDICTIC;V,AS AMENDED. � W
ca
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 V N
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 3
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-DRYS)FROM FIGURE 8403.3(2}OR FROM THE 100-YEAR(99
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°F)." WIX �-
10. ALL FOAM PLASTIC OR FOAM PLASTIC CORES OF MANUFACTURED ASSEMBLIES SHALL BE COVERED ABOVE GRADE LEVELS,AND 5.OSF 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-USA ■IIrIrIr K O
WITH MINIMUM 1/2 INCH GYPSUM BOARD WHICH IS MECHANICALLY FASTENED TO SUPPORT STRUCTURE. 244NCHES AND CLEAR WIDTH OF 20-INCHES. SILL HEIGHTS FOR ESCAPE AND RESCUE OPENINGS SHALL NOT BE METHOD (BASE 32°F)" W
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
11. IN ALL FRAMED WALLS, FLOORS, AND ROOF/CEILINGS 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. I� 0
THERMAL ENVELOPE,A 4-MIL POLY VAPOR RETARDER SHALL BE INSTALLED ON THE WARM SIDE OF AND MINIMUM AREA OF 9 SF).WINDOW WELL FLOORS MORE THAN 44-INCHES BELOW ADJACENT GRADE SHALL HAVE 1. 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 THI:. PART OF THE TABLE. L .
m. IN ACCORDANCE WITH SECTION R301.2.1.2.1 THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONES OTHERWISE,THE JURISDICTION SHALL INDICATE "NO"IN THIS
RESCUE REQUIREMENTS. ZONE(S).0
12. FIREBLOCKING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL PART OF THE TABLE. z N
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 = Q N
CEILING AND FLOOR LEVELS, AND IN ALL VERTICAL OR HORIZONTAL CAVITIES EXCEEDING 10 FT IN AIR CHANGES PER HOUR. TOWN OF QUEENSBURY Cl) N 6
LENGTH OR HEIGHT AT INTERVALS NOT TO EXCEED 10 FEET. BATTS OR BLANKETS OF MINERAL OR BUILDING DEPARTMENT "'� 0 J
"ICE:
Based on our limited examination,compliance N Z
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 8402.1.5.SEE Smoke c' S. ; 0 O Z N
with our comments shah not be construed as equircc� in bedrooms � �
R302.11 FOR ADDITIONAL REQUIREMENTS. PROJECT SPECIFIC RESCHECK CERTIFICATION AND CALCULATIONS FOR MINIMUM INSULATING AND PERFORMANCE indicating the plans and specifications are in adjaclevel ii jr' S and on each floor 2 ; �i ago 1
REQUIREMENTS OF THE THERMAL ENVELOPE. full compliance with the Building Codes of 9 Ilar or basement. D C L� Q IE Fu � op
13. ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQUARE FEET. OPENINGS SHALL BE NOTICE New York State. All smtc &carbon monoxide T LL of
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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 FOAM INSULATION MUST BE batte Tterconnnected with 0 c s_
TRUSS CAVITY WITH ONE END NEAR THE VENTED SOFFIT AND THE OTHER EXTENDED ALONG THE UNDERSIDE OF THE battery I 'orated on all levels. NOV � b 20 7 8 m o
HEIGHT. COVERED BYA15 MINUTE ,, id ,g ,,� o - -
ROOF SHEATHING CLEAR OF INSULATION. ani r8quired tV a U-
14. THE PLANS HEREIN HAVE BEEN DESIGNED FOR A DEAD LOAD OF 10 PSF FOR EACH FLOOR AND ROOF THERMAL BARRIER au�de ` . 9 S =,•. on all ievels. TOWN OF QUENSBURY
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 BUILDING MI,DES
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 TOWN OF QUEENSBURY - ALL FEDERAL,STATE,AND LOCAL CODES AND
IN THE DESIGN CRITERIA TABLE THIS DRAWING. LAP OVER LOWER LEVELS TO ALLOW MIGRATION OF WATER DOWNWARD OVER SEAMS. BUILDING CODES PT. REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE BUILDING DETAILS AND SPECIFICATIONS
Reviewed y: 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. ����ry^C AND REGULATIONS AND THE INFORMATION
SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112-INCH GYPSUM BOARD. .No"nCE Date: CONTAINED H THESE PLANS EXIST,THE MORE
� STRINGENT SHALL APPLY UNLESS THE INFORMATION
RAFT PAPER INSULATION SHOWN,DESCRIBED,OR IMPLIED 1S A VIOLATION
OF TI IY CODE,1N WHICH CASE THE CODE OR
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IT IS AVIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON,UNLESS ACTING UNDER THE
��- DIRECTION OF A LICENSED PROFESSIONAL
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E ! :. 1 _ = ENGINEER,TO ALTER THIS DOCUMENT IN ANY
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WAY.IF AN ITEM BEARING T HE SEAL OF AN
ENGINEER IS ALTERED,THE ALTERING ENGINEER
_ - SHALL AFFIX To THE ITEM HIS SEAL AND THE
Ema - 12- 7:12=_ �---
NNOTATION`ALTERED BY`FOLLOWED BY HIS
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ENERGY CODE COMPLIANCE 3116"=1`-0°
3116"=1'-0" FOR MORE INFO
12 12 REVISIONS
7� �7 5
_ NOTICE: 4
--�_ Smoke detectors are required in bedrooms,
level to bedrooms and on each floor
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Al smoke including
I& carbon monoxide W
basement. 2 Uj
7.12 10:12- =10:12= -
delKkXS shall be Interconnnected with z
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Carbon monoxide detectors are requiredPROJEGT NO. : 1280 6
' outside sleeping areas and on all levels.
SCALE: AS NOTED
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LEFT ELEVATION
RIGHT ELEVATION %4 John Glendon Rd. Lot 9 DWG=l ZQ
3/16"=1'-0° 3x16"=1'-°" SFD whn-law apt. 2278 s.f. OF 7 W fr
GABLE END TRUSS,TYPICAL-- MIN 22X30 OPNG. IN LOW ROOF
GIRDER TRUSS SHEATHING BELOW FOR
54'-0" I VENTILATION (TYPICAL AT Q
30'1 r 24,1 rr_,```_ �,__ _�, OVERFRAMED ROOF AREAS)
15'-7 1%Y' 14'-4 1/2" **4'-3 12" ''"'5'-2 1/2" 8'_3,. 6'_3.. •.------------------
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�' ICE AND WATER SHIELD
8'-1 5/8" 7'-5 7/8" 3'-0" ""6'-4 12" *'S'-0" I `,` �� I I 1 1 I
i INSIDE WALL LINE(TYPICAL) I! 1 1 i i E
(3) 1.75X9 1/4"LVL (3) 1*75X9 1/4" SEE NOTES FOR MORE i �'; '�' 11 7:12 ■
BASEMENT LVL LUSH ,I I 17:12 l i 1 1 I I PREFABRICATED ROOF 'p>
HDR WITH DBL JACK I I
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OVERFRAMED ROOF TRUSSES I i 1 t i t 1 j I 3
MIN. (3)2X10 HDR.W/JACK X KITCHEN LAYOUTS (2) 1.75X9 1/4"LVL�� - 3p OR 2X8 RAFTERS 24"O.C. I I 1 1 7.12 7:12 i 7:12
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STUD AND 3-2X6 FULL HT rn o SHOWN ARE d PREFABRICATED ROOF I i 1 / I ��
KING STUD EACH SIDE OF = SCHEMATIC ONLY- I 1 �� ® KITCHEN 2ca
O � COORDINATE FINAL ! �-- - TRUSSES @ 24 O.C.(TYP.) I I 1 1 ! I V
WINDOWS(TYP. U.N.O.) kITCHEN 1 r 1 l GIRDER TRUSS I 1 1 f I M
LAYOUT WITH OWNER --
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FAMILY ROOM N '� BEDROOM i-_
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TYPICAL ROOF CONSTRUCTION
Co fO -ASPHALT ROOF SHINGLES
LOFT - 15#BUILDING PAPER
ALL FEDERAL,STATE,AND LOCAL CODES AND
t REGULATIONS SHALL BE CONSIDERED TO BE PART
i 12 -12 INCH APA ROOF SHEATHING OF THE BUILDING DETAILS AND SPECIFICATIONS
-ENERGY TRUSSES AT 24"OC W/TRUSS CLIPS HEREIN.IF DISCREPANCIES BETWEEN THE CODES
----- ------------------------------------------------------ i I AND RAISED HEEL ANNTAINE ON THESE THE INFORMATION
EXIST, HE
------- -------------------------------------------------- ' SEE PLAN CONTAINED HALLAPLANSESSTHEINFORE
11'-2 112" f , 6'-1" 11'-2 12" -r { -SNOW AND ICE SHIELD AT PERIMETER STRINGENT SHALL APPLY UNLESS THE INFORMATION
EXTEND 24 INCHES INSIDE EXTERIOR SHOWIN,DESCRIBED,OR IMPLIED IS A VIOLATION
WALL LINE OFT14F CODE,IN WHICH CASE TNF CODE OR
l)t l4 ONSHA
REG E PREFERENCE OVER PLANS.
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I RAFTER VENT EACH TRUSS BAY WHERE REQ'D -CALL BEFORE YOU DIG
-CONFIRMUTILITYRESPONSE
j 1 . WAIT E REQUIRED TIME
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ALUMINUM DRIP EDGE(INSTALL -RESPECT THE MARKERS
UNDER ICE&WATER MEMBRANE), -DILA WITH CARE
AND TRIM SAFE DIGGING IS EVERYONES RESPONSIBILITY!
" ( PLEASE CALL 1-80062-7962 BEFORE YOU DIG.
VISIT www.digeafelynewyork.com FOR ADDITIONAL
___ -- --------------------------------------_-- ------------- 2X6 SUB-FASCIA&FASCIA INFORMATION.
-------------------------------
\ TYPICAL ROOF CONSTRUCTION FIBERGLASS BATT IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
-ASPHALT ROOF SHINGLES INSUL(MIN. R-38) 0- VENTED SOFFIT 2 OF THE NEW YORK STATE EDUCATION LAW
- 15# BUILDING PAPER FOR ANY PERSON,UNLESS ACTING UNDER THE
2'-11" 3'-6" " ' ' "X-62-i i -8" 2'-11" 12
r � / / . .' % i - 12 INCH APA ROOF SHEATHING HZ.v TIE-DOWDY UNO— DIRECTION OF A LICENSED PROFESSIONAL
-ENERGY TRUSSES AT 24"OC W/H2.5 ENGINEER,TO ALTER THIS DOCUMENT IN ANY
(EACH TRUSS RAF-1 ER) WAY.IF AN ITEM BEARING THE SEAL OF AN
AND RAISED HEEL ENGINEER IS ALTERED,THE ALTERING ENGINEER
% SEE PLAN -SNOW AND ICE SHIELD AT PERIMETER SHALL AFFIX TO THE ITEM HIS SEAL AND THE
� NOTATION"ALTERED BY"FOLLOWED BY HIS
EXTEND 24 INCHES INSIDE EXTERIOR
WALL LINE ANDNA SPECIFIC DESCRIRETHE DATE PTION OF THE F SUCH ALTERATION-
OD
RAFTER VENT EACH TRUSS BAY WHERE REQ'D 2ND FLOOR TYPICAL WALL CONSTRUCTION,
-EXTERIOR VINYL SIDING AND TRIM
SIMPSON H2.5{TYP} ALUMINUM DRIP EDGE(INSTALL -TYVEK HOUSE WRAP-12 INCH RPA WALL SHEATHING
NOTE- USE PRE-CUT UNDER ICE &WATER MEMBRANE), �_ -2X6 STUDS AT 16 INCHES O.C.
SECOND FLOOR PLAN STUDS FOR SECOND FLOOR-9
TRIM
1/4"=1'-0" TOTAL LIVING SPACE= 840&F.
('.FILING HT 8'-1 1/8" �� -(MI INCHES FIBERGLASS BATT INSULATION
NOTE:SEE DWG 2 AND FIRST FLOOR PLAN FOR 2X6 SUS-FASCIA '
-4 MIL. POLYEHTYLENE VAPOR BARRIER
- 1/2 INCH GYPSUM WALL BOARD
APPLICABLE NOTES AND SCHEDULES FIBERGLASS BATT / .1`-i7��- VENTED SOFFIT ,
INSUL(MIN. R-38) _ 2X10 t LOOR JOISTS ENGINEERS STAMP:
DOUBLE TOP PLATE TYPICAL WALL CONSTRUCTION
2X10 RIM JOIST
(TYPICAL) -EXTERIOR VINYL SIDING AND TRIM
(TYPICAL) � - •�y C�, ..
-TYVEK HOUSE WRAP ' TINS
NO
- 12 INCH APA WALL SHEATHING DOUBLE TOP PLATE ----� INK710 llOgiM@fi8 _jJN NM
ILLEGAL
-2X6 STUDS AT 16 INCHES O.C. (TYPICAL) COPY ORA 1�flpi DOCUMBiTS
NOTCONT _ AND ��
0) -6 INCHES FIBERGLASS BATT INSULATION
USED Z A UCTION.
(MIN. R-21). �4 y
1ST FLOOR -4 MIL. POLYEHTYLENE VAPOR BARRIER
- 12 INCH GYPSUM WALL BOARD 'o10,°
1ST FLOOR
2X6 P.T. SILL PLATE -
BOTTOM PLATE (TYPICAL)
2X10 RIM JOIST(TYPICAL)
2X6 P.T. SILL PLATE �\ —BOTTOM PLATE
6 INCHES FIBERGLASS BATT INSULATION (TYPICAL) REVISIONS
2X10 FLOOR JOISTS
( ) (TYPICAL RIM JOIST 2X10 RIM JOIST(TYPICAL) 5
MIN- R-21 )
2X10 FLOOR JOISTS 6 INCHES FIBERGLASS BATT INSULATION 4 0
FDROST 10'-0"D(T PI CALAT�PERIMETER) P (MIN. R-21) (TYPICAL AT RIM JOIST)
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WALL
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PERIMETER FSK FACED -.� FOUNDATION DAMPPROOFING Lu
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BATT INSULATION 8" WALL PROJECT NO. : 1280
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4 INCH CONCRETE SLABBASEMENT 4" CONCRETE SLAB BASEMENT w. _ W
ON GRADE ON GRADE a,
DATE: 9R/17
'. FOUNDATION WALL (SEE �`;� _=: .•
#2 CRUSHED STONE TYP. FDN. WALL DETAIL) #2 CRUSHED STONE DRAWN BY: VISION z
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AND 6 MIL. VAPOR BARRIER \ _ AND 6 MIL. VAPOR BARRIER t .: _� '~' PROJECT:
t c BERUBE RESIDENCE
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I ALL FEDERAL,STATE,AND LOCAL CODES AND
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—1 CONC. FOOTING WITH (2) I o -'1 8”FOUNDATION WALL I 1 ( ( ''cam' ' r
p #4 REINF. CONTINUOUS ) I 1 (, , +1 E ,^ REGULATIONS SHALL IL CONSIDERED C BE PART
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I 1 r O � T/FOOTING ELEV.(+0'-V') HEREIN- U DISCREPANCIES BETWEEN THE CODES
AND REGULATIONS AND THE INFORMATION
! o> 0 O ES OF STAIR RECOMMENQED I !
CONTAINED ON THESE PLANS EXIST,THE MORE
! REINFORCE FDN WALL I 1 TYPICAL DETAIL AT BASEMENT EGRESS STRINGENT SHALL APPLY UNLESS THE INFORMATION
CD WALL CONTROL ! '�
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I ! SEGMENT W/#4 VERTICAL G ) JOINT LOCATION NOT TO SCALL OF THE CODS=,IN V►9 104 CASE THE CODE OR
! 1 24"O.C.AT COMMON WALL ---------- --------------------------------------------J I ! v II REGULATION SHALL TAKE PREFERENCE OVER PLANS.
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! 1GRADE OVER 8"COMPACTED VISIT www.digsafelynewyork.com FOR ADDITIONAL
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ONTROL
I UNEXCAVATED SUBBASE.T/SLAB ELEV.(+8'-4"} I ! i--------------._� ! INFORMATION-
JOINT LOCATION ! ! 1 �
IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
1 L--------------------------------------- _ _ ____ I ! - Z_ 20FTHE NEWYORKSTATE EDUCATION LAW
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! b / GRADE FOR ANY PERSON,UNLESS ACTING UNDER THE
/ \ DIRECTION OF A LICENSED PROFESSIONAL _
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WAY.IF AN ITEM BEARING THE SEAL OF AN
/ LU ENGINEER IS ALTERED,THE ALTERING ENGINEER
/ I � SHALL AFFIX TO THE ITEM HIS SEAL AND THE
/ NOTATION"ALTERED BY'FOLLOWED BY HIS
j U' SIGNATURE, TO DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
30'-0" 24'-0" i } #4 HORIZONTAL
b i d BUILDING COMPONENTS
,`0„ k `°' BITUMINOUS FOUNDATION p SEE GARAGE SECTION
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8"EDN. DAMPPROOFING
�--(-- 4 INCH CONCRETE U
/ WALL SLAB ON GRADE OVER 2X4 OR 2X6 P.T. BRG. PLATE
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iL VERTICAL REINFORCING COMPACTED FILL w (SEE PLAN FOR WALL SIZE)
0FOUNDATION PLAN ELEVATION (+8'-U') WHERE SPECIFIED ON PLAN AND SUBBASE Q
114"=1'-0" {TYPICAL, UNLESS NOTED b 6' SEE FON PLAN AND >
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PLAN NOTES: BASEMENT % \ ` G
1.ALL FRAMING DENOTED AS(SYP)SHALL BE SOUTHERN YELLOW PINE AS SPECIFIED IN THE MATERIALS NOTES ON DRAWING#7. / gg / •� N ✓
2. FOR HEADERS AND BEAMS AT FLR JOISTS INSTALLED FLUSH, USE SIMPSON U210 16 GA FACE MOUNT JOIST HANGERS(TYP.) / #4 HORIZONTAL @ MID-HT �
3. DO NOT BACKFILL FOUNDATION WALLS MORE THAN 4'ABOVE TOP OF FOOTING UNTIL WALLS ARE BRACED BY FLOOR FRAMING WITH ) a, ' a
#4 HORIZONTAL IFTW
SHEATHING INSTALLED. /_
T WIT IN RM
PERIMETER BASEMENT w 1ifK ANtIJ.EGAL
4.THE DROPPED BASEMENT BEAM SHALL BE SPLICED ONLY OVER SUPPORT COLUMNS. iCOPYORA tON
5. REFER TO TYPICAL FOUNDATION SECTIONS AND DETAILS FOR REINFORCING AND OTHER REQUIREMENTS NOT SPECIFIED ON PLAN. INSULATION PER FDN PLAN
I
i GRADE NOT NOT BE
6.COORDINATE QUANTITY AND LOCATIONS OF BASEMENT SASHES DESIRED BY OWNER/BUILDER PRIOR TO START OF CONSTRUCTION. / tM
7. 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 i
LVL BEAMS WITH MORE THAN TWO MEMBERS SHALL BE BOLTED WITH{2} 1/70 THRU-BOLTS AT 24"OC. #4 BOT. HORIZONTAL ARS
8. PERIMETER FOUNDATION WALLS SHALL BE REINFORCED WITH MINIMUM(2)#4 HORIZONTAL REINFORCING AS SHOWN ON DETAILS AND (RECOMMENDED �F � `
VERTICAL REINFORCING FOR FDN WALLS BACKFILLED ON ONE SIDE ONLY AS SPECIFIED ON THE FOUNDATION PLAN.SEE TYPICAL BUT OPTIONAL)
FOUNDATION WALL DETAIL AND NOTES FOR MORE INFORMATION.
9. BOWMAN KEMP 4040 EGRESS WINDOW HAS A NET CLEAR OPENING AREA OF 7.03 SF,MINIMUM CLEAR WIDTH OF 21.75"AND MINIMUM
HEIGHT OF 45.375".ALTERNATE EGRESS ASSEMBLIES AND MANUFACTURERS MEETING EGRESS REQUIREMENTS MAY BE SUBSTITUTED b NOTE: NO VERTICAL FOUNDATION
FOR THE SPECIFIED PRODUCT. / WALL REINFORCING REQUIRED AT z REVISIONS
10.WALL CONTROL JOINTS(WCJ)WHEN SHOWN ON THE FOUNDATION PLAN ARE OPTIONAL,HOWEVER ARE RECOMMENDED. FROST WALLS BACKFILLED ON z M
BOTH SIDES EVENLY. ;;r 5
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PROJECT NO. : 1280
CORNER AND 4'-0"O.C. IN BETWEEN
5
(2)#4 CONTINUOUS SCALE: AS NOTED m
z
DATE: 917/17 w
TYPICAL FOUNDATION WALL DETAIL TYPICAL GARAGE FROST WALL SECTION 0
NOT TO SCALESEE TYPICAL BLDG SECTION FOR NOT TO SCALE SEE TYPICAL BLDG SECTION FOR DRAWN BY: VISION .
INFORMATION NOT SHOWN INFORMATION NOT SHOWN PROJECT:
BERUBE RESIDENCE
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7 (TYPICAL) 7 r a�
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PRE-MANUFACTURED ROOF R-38 BATT INSULATION
TRUSSES AT 24"OC.SEE tlJ
NOTES FOR MORE INFO. /`
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R-38 BATT INSULATION
0
R-38 BATT INSULATION,TYP w
GABLE END
16GA SLOPED RAFTER TRUSS.SEE
NOTES
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HEREIN.IF DISCREPANCIES BETWEEN THE CODES
SEE FDN PLAN BASEMENT AND REGULATIONS AND THE INFORMATION
MST,
CONTAINED ON THESE PLANS MST,THEHE
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AND DETAILS y,D STRINGENT SHALL APPLY UNLESS THE INFORMATION
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SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEASE CALL 1-800- 2-7962 BEFORE YOU DIG-
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PERIMETER FSK FOR ANY PERSON2 OF THE UUUNLESS CK STATE ATION LAW
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ROLL 1NStJLAT10N DIRECTION OF A LICENSED PROFESSIONAL
COMPACTED ENGINEER,TO ALTER THIS DOCUMENT IN ANY
WAY.IF AN ITEM BEARING THE SEAL OF AN
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SECTION THRU 1-STORY 1- ENGINEER IS ALTERED,THE ALTERING ENGINEER
1 SHALL AFFIX TO THE ITEM HIS SEAL AND THE
3/8'=1'-0° 1 BASEMENT STT R'EATHE DATE OF LTERED SUCH TERATION,
SEE TYPICAL BUILDING SECTION PERIMETER FSK AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
ROLL INSULATION
AND TYPICAL DETAILS FOR ADDITIONAL
INFORMATION NOT SHOWN
BASEMENT cp
ENGINEERS STAMP:
SECTION THRU PORCH
3/8"=1'-0"
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PROJECT NO. : 1280
SCALE: AS NOTED
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DATE: 9/7/17 N
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PROJECT:
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JOHN CLENDON DR LOT 9 W
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12 BAFFLESNENTS EACH BAY
t t JOINT SEALANT SEE PLAN ~
' BASEMENT SASH OR ' —MINIMUM 10"HEEL EO
2'-0"MIN. t OTHER OPENING ' CONCRETE SLAB
ROOF TRUSSES AT HEIGHT FOR 0
ti
BEAM-SEE PLAN SLAB SUBBASE 24"OC INSULATION �
COMPACTED FILL W
-------- .._--------------L------ RAISED HEEL
SLOPE ENERGY TRUSS MIN. (3)8d NAILS SHEATHING TO J
Z I t I 3116 V VERTICAL WEB OF TRUSS,TYP Mai `W 75
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2'-0"BEYOND I LG LAG BOLTS /16"X BEAM WIDTH X 8"LG PLAN '
w
OPENING EDGES BEARING PLATE EACH END OF
t FOUNDATION WALL t COLUMN WELDED 1 112" EACH T N SS R ■
EACH TRUSS OR RAFTER NOTE: TRUSS MANUFACTURER TO
ALL SIDES 1 t ` : ADJUST HEEL HEIGHT OF TRUSSES
3 1/2"0 STEEL PIPE COLUMN
(ASTM A 53,TYPE E OR S GRADE B) 2X6 BEARING WALL WITH VARYING ROOF PITCH TO
(ADJUSTABLE STEEL PIPE COLUMNS ALIGN FASCIA AT PERIMETER V
ARE ACCEPTABLE ALTERNATIVE --- W 3
WITH 15,000#RATING) W
TYPICAL REINFORCING AT FOUNDATION WALL EDGE OR OPNG TYPICAL BASEMENT COLUMN DETAIL .�
NOT TO SCALE (DETAIL REQUIRED FOR UNREINFORCED AND REINFORCED CONCRETE) NOT TO SCALE RAISED HEEL ENERGY TRUSS x
W �
SECTION AT PORCH SLAB 0 NOT TO SCALE
NOT TO SCALE
Lu >
HORIZONTAL REINFORCING WHEN SAW-CUT CONTRACTION 4X4-W2.9 X W2.9 WWM OR#4 m p
NOTCH SILL PLATE AT SPECIFIED MAY PASS THRU JOINT JOINTS WHERE SPECIFIED Z N
BEAM POCKET AS REQ'D ON PLANS(MIN. 1/4"X 1" AT 16"OC EW(OPTIONAL) N y"
FLOOR JOISTS PER PLAN I SEALANT(WHENDEEP)FILLED /NOT Q LAP ALL EDGES OF WIRE N N F-
Z MESH MATS/SECTIONS Q Z N Q
�/ SHOWN ON PLAN INSTALL T U. g MINIMUM 12"AND LAP BARS r OD �
I AT EQUAL SPACING IN EACH f � 24"MIN. v C�
DIRECTION NO MORE THAN I x x 11 x t x, LL
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GIRDER TRUSS OR T ALL FEDERAL,STATE,AND LOCAL CODES AND
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SIDE OF WALL FOR LOAD LOCATION) REINFORCING TO BE 6-MIL POLY VAPOR OF THE BUILDING DETAILS AND SPECIFICATIONS
OR COMPACTED HEREIN.IF DISCREPANCIES BETWEEN THE CODES
FULL HT
I � SUPPORTED BY CHAIRS BARRIER WITH LAPPED AND REGULATIONS AND THE INFORMATION
OR CONC. BRICKS WHEN AND SEALED EDGES STRUCTURAL FILLMACKFILL
CONTAINED ON THESE PLANS EXIST,THE MORE
STUD COLUMN BELOW INSTALLED STRINGENT SHALL APPLY UNLESS THE INFORMATION
4„ LVL OR BU{LT UP BEAM POINT LOAD(MINIMUM
DESCRIBED,OR IMPLIED IS A VIOLATION
3/4 CHAMFER -
EF OF WALL I -.-�- WIDTH TO MATCH TYPICAL SLAB ON GRADE DETAIL REGULATION SHALL TAKE PREFERENCE OVERPLANS.
• BEAM WIDTH) Or THE SHOWN,
ODE,IN WENCH CASE THE CODE OR
2X4 PRESSURE TREATED DIG SAFELY NEWYORK
BEARING PLATE NOT TO SCALE :-CALL BEFORE YOU
-WAIT THE !
REQUIRED TIME
FOUNDATION WALL { NOTES: -CONFIRM UTILITY RESPONSE1. LAP VAPOR BARRIER EDGES MIN. 18"AT SPLICES -RESPECT THE MARKERS
-DIG WITH CARE
LDBL L (USE 2. PROTECT SLAB AND SUBBASE FROM MOISTURE OR PRECIPITATION AFTER SAFE DIGGING IS EVERYONES RESPONSIBILITY!
MINIMUM 2'-0"LONG PLACEMENT AND UNTIL BUILDING IS ENCLOSED. PLEASE CALL 1-800-M-7962 BEFORE YOU DIG.
SECTION. DEPTH TO 3. SHEET CURING FOR A MINIMUM PERIOD 3-5 DAYS IS RECOMMENDED FOR ALL VISIT www.dgsafelynewyork.comFOR ADDITIONAL
TYPICAL WOOD BEAM POCKET DETAILMATCH FLOOR FRAMING) SLABS.
INFORMATION.
NOT TO SCALE
TYPICAL FOUNDATION WALL CONTROL JOINT // 4.COORDINATE SLOPING SLAB SURFACES WHERE DRAINAGE IS REQUIRED IN FIELD IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
! AND WITH BUILDER/OWNER PRIOR TO CONSTRUCTION. 2 OF THE NEW YORK STATE EDUCATION LAW
NOT TO SCALE (OPTIONAL, SEE PLAN FOR LOCATIONS, j FOR ANY PERSON,UNLESS ACTING UNDER THE
WHEN SHOWN) ,f
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,TO ALTER THIS DOCUMENT IN ANY
WAY_IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED,THE ALTERING ENGINEER
PLACE VERT BAR AT SHALL AFFIX TO THE ITEM HIS SEAL AND THE
18"MIN.BEND 18'MIN.EXTENSION ( / INTERSECTION OF NOTAATIONN'ALTERED B "FOLL�TERATIHIS
EACH END LOOR BEAM (POINT
LAP HORIZ BARS r LAP
ti / AND A SPECIFIC DESCRIPTION OF THE ALTERATION-
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(TYPICAL) - V BEAM WIDTH
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/ 2
---._--_--_ ENGINEERS STAMP:
MATCH#4 FOOTING DBL LVL BLOCKING(USE --��-- ALTERNATE SIDE __
REINFORCING-SEE MINIMUM 7-0" LONG OF BENT BARS
12„ FOUNDATION PLAN MATCH FLOOR FRAMING) LAP LAP LAP
SECTION. DEPTH TO CORNER BARS. MATCH
HORIZ BAR SIZE AND
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WALLS REINF. W/SINGLE LAYER WALLS W/MULTIPLE LAYERS OF REINF.
TYPICAL BUILT-UP STUD COLUMN DETAIL 4
NOT TO SCALE TYPICAL WALL CORN ER/INTERSECTION REINFORCING DETAIL 3 _
COLUMN NOTES: NOT TO SCALE (MIN LAP#4 BARS 7-0") 2 ui
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1. LVL BLOCKING AT RIM JOISTS REQUIRED WHEN THE POINT LOAD 1
FROM ABOVE(FLOOR OR ROOF OR COMBINED LOAD FROM BOTH)
EXCEEDS 2000 LBS. PROJECT NO. : 1280
2.WHERE ROOF AND FLOOR POINT LOADS ALIGN, INSTALL LVL `>
BLOCKING SHOWN EACH SIDE OF FLOOR BEAMS MINIMUM 1'-0•. SCALE: AS NOTED m
3_ SHORT 2X4 STUD SECTION& MAY BE SUBSTITUTED FOR THE LVL w
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STAIR NOTES
FOUNDATION NOTES: CODE REQUIRED LIGHTING AND VENTILATION (SQ. FT.)
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STAIRWAY SHALL NOT BE LESS THAN 36 INCHES WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT BEAR FOOTINGS ON FIRM UNDISTURBED SOIL. FOUNDATIONS HAVE BEEN DESIGNED FOR A PRESUMPTIVE SOIL ROOM NAME ROOM AREA REQ'D LT.(8%) ACTUAL LT. REQ'D VENT. (4%) ACTUAL VENT.
AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4 112 INCHES ON EITHER SIDE OF BEARING PRESSURE OF 2000 PSF. IF SOILS ENCOUNTERED ARE EXPANSIVE,COMPRESSIBLE,SHIFTING,OR HAVE
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 FAMILYIKITCHI 370 ! 29.6 40.4 14.8 I 18.2
0`
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. DINING/LIV2/KITCH2 I 285 I 22.8 I 31.5 11.4 14.8 0
WHERE THE HANDRAILS ARE PROVIDED ON BOTH SIDES. MINIMUM DEPTH OF EXTERIOR FOOTINGS FOR FROST PROTECTION IS 4 FEET BELOW FINISHED GRADE,UNLESS DEN ( 109 I 8.7 22.8 4,3 I 11.4
THE MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES. ENTIRE STRUCTURE IS FULLY BEARING ON SOUND BEDROCK. HALF BATH N/A I 3.0 ` ARTIF. LT. REQ'D. 1.5 ` MECH.VENT REQ'D.
THE MINIMUM HEADROOM 1N ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6'-8"MEASURED VERTICALLY FROM THE LAP FOOTING AND WALL REINFORCEMENT 2 FEET AT SPLICES. PROVIDE CORNER BARS THE SAME SIZE AND NUMBER FULL BATH 1ST N/A I 3.0 I 9.1 I 1.5 ( 4.2
SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM. AS CONTINUOUS REINFORCEMENT, LAPPED 2 FEET WITH MAIN REINFORCEMENT. E
DINING RM I 109 I $.7 I 22.8 � 4.3 I 11.4 � 8
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PORCHES, BALCONIES, OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW CAST STEPPED FOOTINGS MONOLITHICALLY. REFER TO DRAWINGS FOR TYPICAL STEPPED FOOTING DETAIL.SEE BEDROOM IST � 160 ( 12.$ � 34.2 � 6.4 I 16.6 �
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.
INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED MASTER BEDROOM 191 15.3 22.8 7.6 11.4 t ♦ V
VERTICALLY FROM THE NOSING OF THE TREADS. EXCAVATIONS SHALL BE LAID BACK TO PREVENT SLOUGHING IN OF SIDES. MAINTAIN SIDES AND SLOPES OF MASTER BATH N/A 3.0 9.6 ! 1.5 4.1 �•/ :+
EXCAVATIONS IN STABLE CONDITION UNTIL COMPLETION OF BACKFILLING. FOUNDATION EXCAVATIONS SHALL BE
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. BEDROOM#2 I 113 9.0 22.8 ' 4.5 I 11.4 ,� , N N
INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW THE PASSAGE OF A SPHERE 4 INCHES OR MORE IN BEDROOM#3 I 113 9.0 22.8 f 4.5 I 11.4 O
DIAMETER. BACKFILL FOUNDATION WALLS WITH SAND AND GRAVEL WHICH ARE WELL-DRAINING, SOUND, DURABLE,AND FREE OF
ORGANIC OR OTHER DELETERIOUS MATERIALS. INSTALL BACKFILL EVENLY ON BOTH SIDES OF WALLS WHORE FULL BATH 2NDI N/A 3.0 I ARTIF. LT. REQ'D. I 1.5 I MECH.VENT REQ'D. "� >
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 rR
WALLS UNTIL THE WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR ABOVE. FINISHED LOFT ( 69 5.5 11.4 2.7 I 5.2
MEASURED ABOVE THE TREAD NOSINGS, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES.ALL REQUIRED V�
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
FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN FIRST 10 FEET. NOTES: �~
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HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN THE WALL AND THE PLACE INTERIOR BACKFILL AND SLAB SUBBASE MATERIAL IN LAYERS NOT MORE THAN 12 INCHES IN LOOSE DEPTH 1.ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT V N
OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS, Z 3
HANDRAIL.
AND COMPACT TO 95 PERCENT OF MAXIMUM DENSITY. OR OTHER APPROVED OPENINGS fi0 THE OUTSIDE AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY W
ENCLOSED ACCESSIBLE SPACE BENEATH STAIRWAYS SMALL HAVE WALLS AND UNDER STAIR SURFACE ON THE ENCLOSED SIDE
FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED BELOW GRADE ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS.THE MINIMUM �' W
OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED.
WITH A 1/2 INCH GYPSUM COVERING. SHALL BE DAMPPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. DAMPPROOFING SHALL BEMINN X p
BITUMINOUS COATING OR 3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT. 2. GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND AN W w
EXTERIOR EXIT LANDINGS, STAIRS, DECKS,AND SIMILAR EXIT FACILITIES SHALL BE POSITIVELY ANCHORED TO THE PRIMARY APPROVED MECHANICAL VENTILATION SYSTEM IS PROVIDED CAPABLE OF PRODUCING 0.35 AIR CHANGES PER
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 HOUR IN THE ROOM. it N
FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA SHALL BE 1 SQUARE FOOT FOR EVERY 150 3. FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS,ANY ROOM SHALL BE >
WOOD FRAMING NOTES
SQUARE FEET OF CRAWL SPACE. ONE SUCH OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON Lu
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VENTILATION OPENINGS ARE NOT REQUIRED WHEN THE GROUND SURFACE IS COVERED WITH 6-MIL POLY VAPOR WALL OS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN ONE-TENTH OF THE FLOOR Lis
RETARDER,THE SPACE IS SUPPLIED WITH CONDITIONED AIR,AND THE EXTERIOR PERIMETER WALLS ARE INSULATED AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET. d
NAILING NOT INDICATED ON DRAWINGS SHALL BE IN ACCORDANCE WITH NAILING SCHEDULE OUTLINED IN THE 2015 4. BATHROOMS WATER CLOSET COMPARTMENTS,AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH Z (o
INTERNATIONAL RESIDENTIAL CODE. �.
CV N
N ACCORDANCE WITH CODE. AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET, ONE HALF OF WHICH MUST BE C/) 04 N 04 H
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 1/2-INCH ANCHOR BOLTS 12 INCHES MAXIMUM OPENABLE. } 0) J
FROM EACH END AND 4 FEET MAXIMUM ON CENTER 1N BETWEEN. (MINIMUM OF TWO ANCHOR BOLTS IN EACH SILL
5.THE GLAZED AREAS OF BATHROOMS,WATER CLOSET COMPARTMENTS, OR SIMILAR ROOMS SHALL NOT BE N Z CV
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 IN CONCRETE FOUNDATION WALLS. REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION SYSTEM ARE PROVIDED. THE MINIMUM �� CTI vi W �
Or
VENTILATION RATES SHALL BE 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS y 00
CONCRETE. VENTILATION.VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. cn (D LL
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INSTALL BUILT-UP STUD COLUMNS AT EACH END OF ALL HEADERS OR BEAMS. FOR WALLS PARALLEL WITH HEADERS, COLUMNS 6. FOR ROOMS WHICH REQUIRE ARTIFICIAL LIGHT PROVIDE A MINIMUM OF 6 FOOTCANDLES OVER THE AREA OF Co C C
SHALL BE A MINIMUM OF 1 JACK STUD AND 1 KING STUD,UNLESS NOTED OTHERWISE.AT LOCATIONS WHERE WALLS ARE THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. c0 T O x
PERPENDICULAR TO HEADERS, INSTALL 1 KING STUD ON EACH SIDE OF HEADER AND JACK STUDS BELOW AS REQUIRED TO MATERIAL PROPERTIES: N LD 0- LL
MATCH HEADER WIDTH. CONCRETE: FOOTINGS, FOUNDATION WALLS,AND INTERIOR SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE
JOISTS EXCEEDING NOMINAL 2 BY 12 SHALL BE SUPPORTED LATERALLY WITH SOLID BLOCKING OR DIAGONAL BRIDGING AT STRENGTH F'C AT 28 DAYS OF 3000 PSI. EXTERIOR SLABS ON GRADE AND GARAGE SLABS SHALL HAVE A M iNIMUM ALL FEDERAL,STATE,AND LOCAL CODES AND
O UNIFIED SOIL CLASSIFICATION SYSTEM
SOIL PROPERTIES ACCORDING TREGULATIONS SHALL BE CONSIDERED TO BE PART
INTERVALS NOT EXCEEDING 8 FEET. COMPRESSIVE STRENGTH F'C AT 28 DAYS OF 3500 PSI. OF THE BUILDING DETAILS AND SPECIFICATIONS
CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.55,A MAXIMUM 5 INCH SLUMP, AND SHALL HAVE 5 TO 7 UNIFIED SOIL HEREIN.IF REGULATIONS
DISCREPANCIES BETWEEN THE CODES
WHERE JOISTS, TRUSSES, OR RAFTERS ARE SPACED MORE THAN 16 INCHES ON CENTER OR THE BEARING STUDS DO NOT VOLUME CHANGE AND REGULATIONS AND THE INFORMATION
PERCENT ENTRAINED AIR ASTM C 260 AT EXTERIOR EXPOSED LOCATIONS. CLASSIFICATION CONTAINED H THESE PLANS EXIST,THE MORE 1
ALIGN, SUCH MEMBERS SHALL BEAR WITHIN 5 INCHES OF THE STUD BENEATH UNLESS THE TOP PLATE IS SUPPORTED OR ( ) DRAINAGE FROST HEAVE POTENTIAL STRINGENT SHALL APPLY UNLESS THE INFORMATION i
SOIL GROUP SYSTEM SYMBOL SOIL DESCRIPTION SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION -
CHARACTERISTICS POTENTIAL EXPANSION OFT!IE CODE,1N 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.
Y
METAL-PLATE CONNECTED WOOD TRUSS NOTES DIG SAFELYWOOD 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 LOW CALL BEFORCXJ PtG
TRUSSES SHALL BE CAPABLE OF SUPPORTING A TOP CHORD ROOF SNOW LOAD OF 38.5 PSF'TOP CHORD DEAD LOAD OF 10 PSF, -WAIT THE REQUIRED TIME
SUBFLOORING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 4824(23/32"MIN. THICKNESS] SW WELL-GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES -CONFIRM UTILITY RESPONSE ,
AND BOTTOM CHORD DEAD LOAD OF 10 PSF,AND ATTIC BOTTOM CHORD LIVE LOADS SPECIFIED IN LOAD TABLE.DESIGN GROUP I GOOD LOW LOW -RESPECT THE MARKERS
TRUSSES FOR BALANCED SNOW LOADS AND UNBALANCED SNOW LOADS(TWO SEPARATE LOAD CASES)IN ADDITION TO DEAD ROOF SHEATHING: APA RATED SHEATHINGEXPOSURE 1SPAN RATING 32!16{15!32" MINSP POORLY-GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES GOOD LOW LOW -OIG WITH CARE
LOADS. MAXIMUM TRUSS DEFLECTION SHALL BE 0360 FOR SNOW LOAD AND L240 FOR TOTAL LOAD.CT OF 1.1 IS ASSUMED , , . THICKNESS)
GM SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURESSAFE DIGGING IS EVERYONES RESPONSIBILITY!
BASED UPON A COLD VENTILATED ATTIC. WALL SHEATHING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16(9/15'MIN. THICKNESS) GOOD MEDIUM LOW PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
SM SILTY SAND, SAND-SILT MIXTURES NISIT� d�eiynevgork.comFORADDITIONAL
SUBMIT TRUSS DESIGN CALCULATIONS AND DRAWINGS PREPARED BY A LICENSED PROFESSIONAL ENGINEER TO THE CODE GOOD MEDIUM LOW
CONCRETE BLOCK:ASTM C 90 WITH AVERAGE NET COMPRESSIVE STRENGTH OF 1900 PSI, NORMAL WEIGh-
ENFORCEMENT PRIOR TO INSTALLATION. GC CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES MEDIUM MEDIUM LOW IT ISAVIOLATION OFSECTION 7209SUBDIVISION
BRICK:ASTM C 216, TYPE FBS, GRADE SW,WITH MINIMUM AVERAGE NET AREA COMP. STRENGTH 3000 PS 2 OF THE NEW YORK STATE EDUCATION LAW
COMPLY WITH ANSItf PI-1"NATIONAL DESIGN SPECIFICATION FOR METAL-PLATE CONNECTED W(''OD;'rR ISS CON:TRUCTION"' SC CLAYEY SANDS, SAND-CLAY MIXTURES MEDIUM ME FOR CTI PERSON,UNLESS ACTING UNDER THE
MEDIUM LOW DIRECTION OF A LICENSED PROFESSIONAL
LATEST ENGINEER,TO ALTER THIS DOCUMENT IN ANY
EDITION, MORTAR:ASTM C 270 OR ASTM C 1142,TYPES (FOR MASONRY VENEERS USE TYPE N). GROUP If
ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY MEDIUM HIGH LOW WAY_IF AN ITEM BEARING THE SEAL OF AN
FABRICATION AND ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH QUALITY CONTROL MANUAL OF THE T.P.I. FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY ENGINEER IS ALTERED,THE ALTERING ENGINEER
GROUT:ASTM C 476, MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI, 8-10 INCH SLUMP. SHALL AFFIX TO THE ITEM HIS SEAL AND THE
NOTATION"ALTERED BY"CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS,SANDY MEDIUM MEDIUM MEDIUM TO SIGNATURE,THE DATE OFSSULC�DERYATION, _
CONTINUOUSLY BRACE TRUSS BOTTOM CHORDS WITH FLAT 2-INCH BY 4-INCH BRACING AT APPROXIMATELY 8 FEET ON CENTER, ,ROLLED STEEL W-SHAPES:ASTM A 992 (FY-50 KSI}. STEEL PLATES AND ANGLES SHALL BE A5"ti' A 36. CLAYS, SILTY CLAYS, LEAN CLAY5 LOW AND ASPECifTC DESCRIPTION OF THE ALTERATION.
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 CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS
CONTINUOUS VERTICAL 2-INCH BY 4-INCH DIAGONAL CROSS BRACING NAILED TO EACH TRUSS DIAGONAL FROM RIDGE TO STRUCTURAL STEEL PIPE COLUMNS:ASTM A 53, TYPE E OR S, GRADE B. GROUP III POOR MEDIUM HIGH
MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILTY POOR HIGH
BOTTOM CHORD OF TRUSS, ONE PAIR OF DIAGONAL CROSS BRACING REQUIRED FOR EACH SIX TRUSSES. FIRMLY SECURE HIGH
BRACING TO GABLE END WALLS. ANCHOR BOLTS:ASTM A 307,GRADE A.
SOILS, ELASTIC SILTS
SOUTHERN PINE (WHERE SPECIFIED): SOUTHERN YELLOW PINE WITH MINIMUM PROPERTIES AS FOLLOWS; 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. -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
INDICATED TRUSS COMPONENTS. -2X12 Fb= 1250 PSI Pt PEAT AND OTHER HIGHLY ORGANIC SOILS
= 1,700,000 PSI UNSATISFACTORY � MEDIUM HIGH
TRUSSES SHALL BE DESIGNED WITH A PINNED SUPPORT AT ONE END AND A ROLLER SUPPORT AT THE OPPOSITE END SUCH -E
1. THE PERCOLATION RATE FOR GOOD DRAINAGE IS OVER 4 INCHES PER HOUR,MEDIUM DRAINAGE IS 2 TO 4 INCHES PER HOUR, ENGINEERS STAMP:
THAT A ZERO HORIZONTAL FORCE RESULTS.
AND POOR IS LESS THAN 2 INCHES PER HOUR.
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 P I OF 10 TO 35, AND SOILS WITH A HIGH POTENTIAL EXPANSION HAVE A PI GREATER THAN 20. 4=
AND SIGNED CALCULATIONS,AND INSTALLATION INSTRUCTIONS. �"t
IF THE ST Qp(THIS pRA NOT IN iN BLUETisAN ftl HiAI.
COPYORA EDD DOCLUMM
MINIMUM CATEGORY CLASSIFICATION OF GLAZING NOTA OR NOTBE
EXPOSED SURFACE GLAZING IN STORMGLAZING IN GLAZING PANELS GLAZING PANELS GLAZING IN DOORS AND SLIDING GLASS O
AREA OF ONE SIDE OR COMBINATION DOORS REGULATED BY ITEM 7 REGULATED BY ITEM 6 ENCLOSURES REGULATED DOORS PATIO
OF ONE LITE DOORS (CATEGORY OF SECTION R308.4 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 1 NO REQUIREMENT I II ii
MORE THAN 9 SQ.FT. II II (1 II II II REVISIONS
NOTES:
5
1. INDIVIDUAL GLAZED AREAS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED IN SECTION R308.4 SHALL PASS 4
UNIFORMLY DISTRIBUTED DESIGN LIVE LOADS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201. GLAZING SHALL COMPLY WITH THE CPSC 16 CFR, PART 1201 s
CRITERIA FOR CATEGORY I OR II AS INDICATED IN THE TABLE ABOVE. 3
LOCATION LIVE LOAD(PSF) ? WALL WALL WALL z
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2wEXTERIOR BALCONIES 60 ° (t` PROJECT NO. : 1280DECKS 40 4"CL .1 N 4CL. 4" CL .
- - FOUNDATION DESIC , PARAMETERS fn
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LAVATORIES SCALE: AS NOTED }
ATTICS WITHOUT STORAGE 10 CLASS OF MATERIAL ALOWABLEFOUNDATION LATERAL EARTH LATERAL SLIDING 100-
15" MIN. ti Lu
WALL 15' MIN �-` WALL WALL BEARING G BESSURE PRESS_RE COEFF. OF FRICTION DATE: 9/7/17 0)
ATTICS WITH STORAGE 20 *� (PSF) (PSF/FT BELOW GRADE)
' DRAWN BY: VISION
ROOMS OTHER THAN SLEEPING ROOMS 40 ® c')
CRYSTALLINE BEDROCK '2 000 1,200 0.70 PROJECT: r
SEDIMENTARY AND FOLIATED ROCK 1000 400 0.35 BERUBE RESIDENCE 0 ui
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SLEEPING ROOMS 30 U N U0 to
30" GRAVEL, SANDY GRAVEL(GW AND GP) 3X3 200 0.35
STAIRS 40 MIN. 24" CL. IN SAND, SILT, SILTY GRAVEL, CLAYEY SANDS JOHN CLENDON DR LOT 9 W 0
FRONT OF AND GRAVELS SW SP SM SC GM AND GC 2 OGO 150 0.25 O
I 1 OPENING ( ) S
GROUND SNOW 50 �ALL CLAY,SANDY CLAY, SILTY CLAY, CALYEY _- B 10o DRAWING TITLE a
WATER CLOSETS SHOWER SILT, SANDY SILT (CL,ML,MH.AND CH) - a
SEISMIC DESIGN CATEGORY C(SFD EXEMPT) TECHNICAL
A. COEFFICIENT TO BE MULTIPLIED BY THE DEAD LOAD. a s
NOTES
BASIC WIND SPEED 115 MPH MINIMUM FIXTURE CLEARANCES B. IF SOILS ENCOUNTERED ARE EXPANSIVE, COMPRESS`S__ :::TING, OR Hr' - DTHER UNKNOWN CHARACTERISTICS,OR IF 8 2
THE SOILS ARE ANTICIPATED TO HAVE A BEARING CAPAC _Ess THAN 1,50( _,A SOILS INVESTIGATION SHALL BE m o
CONDUCTED TO VERIFY FOUNDATION DESIGN. DRAWING NO. z
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EXISTING SITE PLAN
SCALE: 1"=30' PROPOSED SITE PLAN E C� E R CVI E
GRAPHIC SCALE SCALE: 1"=30' NOV 16 2017
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15 0 7.5 15 30 60 GRAPHIC SCALE TOWN OF QUEENsguRY
15 0 7.5 15 30 60 CODES O
( IN FEET ) BUILDING�r+
( IN FEET )
Date:SEPTEMB�i 15, 2017
NOTES ,
SCALE ASW
SEE SUBDIVISION PLANS FOR SITE DEVELOPMENT,
EROSION & SEDIMENT CONTROL AND WAS TEWA TER
SYSTEM INSTALLATION REQUIREMENTS AND DETAILS. 295.15-1-6 RC-000718-2017 LOT 9 - VAR
Foothills Builders
74 John Clendon Rd., Lot 9 �Er I of 1
SFD w/in-law apt. 2278 s.f. Leucl