RC-0478-2019 (2) GENERAL NOTES GENERAL NOTES CONT'D TABLE R30L2(1)
CLIMATIC AND GEOGRAPHIC DESIGN f- W a CD a a J
ZzZ5 = Zo a
VENTILATION AT A RATE OF 8%AND 4% CRITERIA
1. DESIGNED IN ACCORDANCE WITH 2O15 INTERNATIONAL RESIDENTIAL CODE W/NEW YORK STATE 16. HABITABLE ROOMS HAVE BEEN DESIGNED TO PROVIDE NATURAL LIGHT AND o a o a �
SUPPLEMENT. RESPECTIVELY. FOR HABITABLE WHERE EITHER IS NOT PROVIDED,ARTIFICIAL LIGHTING AND MECHANICAL � "� Jo
SEISMIC SUBJECT TO DAMAGE FROM � r, - "- a
VENTILATION SHALL BE PROVIDED.SEE TABLE PROVIDED FOR INDIVIDUAL ROOM CALCULATIONS AND COMPLIANCE GROUND WIND DESIGN WINTER ICE BARRIER FLOOD AIR MEAN l('
2. DO NOT SCALE DRAWINGS.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN REQUIREMENTS. SNOW DESIGN CLIMATE
SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE c DESIGN UNDERLAYMEN HAZARDS FREEZING ANNUAL
DIMENSIONS OR ELEVATIONS. LOAD d(mph) EFFECTS k REGION I DEBRIS ZONE m CATEGORY ° DEPTH b TEMP a REQUIRED h 9 INDEX TEMPI ZONE Z
17. A MECHANICAL WHOLE-HOUSE VENTILATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH M1507.3 PROVIDING 5 Uj co3. 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 50 115 NO NO NO B SEVERE 4 FT SLIGHT-MOD 0° F YES NO 2500 45.2° F 6A Y v j = z
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 FOR SI: 1 POUND PER SQUARE FOOT=0.0479 kPa, 1 MILE PER HOUR=0.447m/s g P J x c„
oaWyaW
DRAWINGS AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY ENGINEER. RESTRICTIONS OUTLINED IN R303.5 NOTES: �" = Z z � c
CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION; 3 3 z Z CO o
4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. DWELLING SIZE 1 BR 2-3BR 4-5BR a. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN w u, o Uu x
SHALL BE FILLED IN WITH THE WEATHERING INDEX,"NEGLIGIBLE,""MODERATE"OR"SEVERE"FOR CONCRETE AS DETERMINED FROM FIGURE R301.2(3).THE GRADE OF MASONRY UNITS SHALL BE " a z z cc
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. < 1500 SF 30CFM 45CFM 60CFM J
1501-3000 SF 45CFM 60CFM 75CFM DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C90, C 129,C 145,C 216 OR C 652. `,•;,�
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
5. DESIGNED PER 2015 INTERNATIONAL ENERGY CODE W/NEW YORK STATE SUPPLEMENT. 3001-4500 SF 60CFM 75CFM 90CFM FOOTING BELOW FINISH GRADE. Cj
4501-6000 SF 75CFM 90CFM 105CFM c. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN TERMITE
6. ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 OF THE 2015 DAMAGE.
INTERNATIONAL RESIDENTIAL CODE SHALL BE PROVIDED WITH A MANUFACTURERS LABEL, INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION; 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)A].WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A
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 SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301.2.1.4.
IT COMPLIES. SEE MINIMUM CATEGORY CLASSIFICATION OF GLAZING TABLE FOR GLAZING 25%-MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 4
33%-MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 3 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 PLUMBING CODE. Q„
REQUIREMENTS. DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL.
50%-MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 2 •
f. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1.
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 Uj
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 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 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 CURRENTLY EFFECTIVE • V
HABITABLE ROOMS AT THE DESIGN TEMPERATURE. FIRMS AND FBFMs OR OTHER FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED.
18. INTERIOR AND EXTERIOR STAIRS AND LANDINGS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO >`
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 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 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".
CLEARANCES DIAGRAM. LIGHTING SHALL BE INSTALLED AT EACH FLOOR LEVEL THAT ACCESSES THE STAIRWAY, 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 PERCENT)
AND EVERY SLEEPING ROOM SHALL BE PROVIDED WITH AN EMERGENCY ESCAPE AND VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32°F)." •
9. ALL CO AND SMOKE ALARMS REQUIRED SHALL BE INTERCONNECTED.ALARMS SHALL BE CONNECTED 19. BASEMENTS,HABITABLE ATTICS, 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 METHOD
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•.;
INTERIOR WITHOUT THE USE OF SPECIAL DEVICES, KEYS, OR TOOLS. PROVIDE A MINIMUM OPENING OF 5.7SF FOR I BASE O A 1•V
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 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 EFFECTS,THE M
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 JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES". OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE.
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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 TABLE WITH C 3
INSTALLED HIGHER THAN 44-INCHES ABOVE THE FLOOR. BASEMENT ESCAPE OPENINGS SHALL HAVE A WINDOW WELL "YES"AND IDENTIFY ANY SPECIFIC REQUIREMENTS. OTHERWISE,THE JURISDICTION SHALL INDICATE"NO' IN THIS PART OF THE TABLE. • '�
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
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 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 PART OF ca r%
INSULATION. LADDERS OR STEPS INSTALLED COMPLYING WITH R310.2.3.1.EXIT DOORS MAY BE USED TO SATISFY ESCAPE AND THE TABLE.
RESCUE REQUIREMENTS.
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12. FIREBLOCKING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL THERMAL ENVELOPE "�► bm
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 H C* y CV d
CEILING AND FLOOR LEVELS, AND IN ALL VERTICAL OR HORIZONTAL CAVITIES EXCEEDING 10 FT IN AIR CHANGES PER HOUR. LOCATION MAX U-FACTOR MIN R-VALUE LOCATION MAX U-FACTOR MIN R-VALUE
cc CM
LENGTH OR HEIGHT AT INTERVALS NOT TO EXCEED 10 FEET.BATTS OR BLANKETS OF MINERAL OR WINDOWS(LOW E) 0.29 NA FINISHED BASEMENT NA 15(STUD CAVITY) �/ y 03 U.
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 _
R302.11 FOR ADDITIONAL REQUIREMENTS. PROJECT SPECIFIC RESCHECK CERTIFICATION AND CALCULATIONS FOR MINIMUM INSULATING AND PERFORMANCE 15-LITE SLIDERS&PATIO DOORS 0.29 NA UNFINISHED BASEMENT NA 15(CONTINUOUS FSK) Go
REQUIREMENTS OF THE THERMAL ENVELOPE.
13. ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQUARE FEET.OPENINGS SHALL BE CEILINGS NA 38 (FRMG CAVITY) FIRE DOOR 0.14 NA Q N Cz
y .T�...
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 EXTERIOR WALLS NA 21 (STUD CAVITY) BASEMENT SASH 0.40 NA
HEIGHT. TRUSS CAVITY WITH ONE END NEAR THE VENTED SOFFIT AND THE OTHER EXTENDED ALONG THE UNDERSIDE OF THE
ROOF SHEATHING CLEAR OF INSULATION. TYPICAL EXTERIOR DOOR 0.24 NA FLOOR OVER EXTERIOR/UNCONDITIONED NA 30(JOIST CAVITY)
14, THE PLANS HEREIN HAVE BEEN DESIGNED FOR A DEAD LOAD OF 10 PSF FOR EACH FLOOR AND ROOF
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 FROST WALL AT WALKOUT BASEMENT NA 10(CONTINUOUS) ALL FEDERAL,STATE,AND LOCAL E5 AND
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 REGULATIONS SHALL BE S AND SPEC IC TI PART
OF THE BUILDING DETAILS AND SPEC (CATIONS
IN THE DESIGN CRITERIA TABLE THIS DRAWING. LAP OVER LOWER LEVELS TO ALLOW MIGRATION OF WATER DOWNWARD OVER SEAMS. THERMAL ENVELOPE NOTES: HEREIN.IF DISCREPANCIES BETWEEN THE CODES
1. THE THERMAL ENVELOPE COMPLIANCE METHOD USED FOR DESIGN PURPOSES HAS BEEN COMPLETED IN ACCORDANCE WITH CODE SECTION N1102.1.5 USING THE TOTAL UA AND REGULATIONS AND THE INFORM TION
CONTAINED ON THESE PLANS EXIST,
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. ALTERNATIVE(SEE ATTACHED RESCHECK CERTIFICATE FOR MORE INFORMATION AND CALCULATIONS). SHALL APPLY UNLESSSSHE MORE
STRINGENT SHALL n =INFORMATION
SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH GYPSUM BOARD. 2. EACH COMPONENT SHALL MEET OR EXCEED THE THERMAL VALUE(S)SPECIFIED ABOVE OR SHALL ALTERNATIVELY MEET THE PRESCRIPTIVE INSULATION AND FENESTRATION SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
ASE THE C CE OR
REQUIREMENTS OF TABLE N1102.1.2(R402.1.2). REGULATION SHALL TAKE PRE EREN E OVER PLANS.
DIG SAFELY NEW YORK
�; TOWN OF QUEENSBURY -CALLBEFOREYOUDIG
CVO T ICE -WAIT THE REQUIRED TIME
f�AFTPAPERINSULATION BUILDING & CODES DEPT. -CONFIRMUTtLITYRESPONSE
Reviewe By� -RESPECT THE MARKERS
MUST BE COVERED BY -DIG WITH CARE
Date: 7- , SAFE DIGGING IS EVERYONES RESP NSIBILITYI
PLEASE CALL 1-800-962-7962 BEF YOU DIG.
r. N.r0RAR!91;TIBt.F BARRIER VISIT wwwAigsafelynewyo►k.com FOR DITIONAL
INFORMATION.
IT IS A VIOLATION OF SECTION 7209 UBDIVISION
2 OF THE NEW YORK STATE EDUCA N LAW
FOR ANY PERSON,UNLESS ACTING DER THE
r DIRECTION OF A LICENSED PROFES ZONAL
NOTICE_ ENGINEER TO ALTER THIS DOCUME T IN ANY
WAY.IF AN ITEM BEARING THE SFJ�L OF AN
FOAM INSULATION MUST BE ENGINEER IS ALTERED,THE ALTER( G ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL D THE
_12= COVERED BY A 15 MINUTE NOTATION'ALTERED BY"FOLLOWE BY HIS
7 7.12 12 THERMAL BARRIER -7:12 SIGNATURE,THE DATE OF SUCH AL RATION,
AND A SPECIFIC DESCRIPTION OF E ALTERATION.
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TOWN OF QUEENSBURY
BUILDING DEPARTMENT TOWN OF QUEENSBURY
Based on our limited examination,complia ce BUILDING&CODES REVISIONS
With our comments shall not be construed
indicating the plans and specifications are in 5
full compliance with the Building Codes of
New York State. 4
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T-11 1/2" 10'-5 1/2' 12'-11 1/2" 9'-11 1/2" 9'-1 1/2" 8'-5" 2'-5 1/2" E- W ¢ o ¢ J
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COORDINATE STAIR TO AT PORCH AND GARAGE PREFABRICATED SCISSOR
GRADE W/FINISHED TRUSSES @ 24"O.C.
12 " GRADE PREFABRICATED ROOF v,
AT CATHEDRAL CLG uj
TRUSSES @ 24"O.C.(TYP.) °C ¢0. F
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STAIR, HANDRAIL AND
I I EXTEND MIN.2'-0"BEYOND z z c� a J
Q GUARDS AS REQD BY I I I I INSIDE WALL LINE(TYPICAL)
CODE.SEE NOTES ON I i I ( I I SEE NOTES FOR MORE
DWG 6 FOR MORE INFC " 1 I I 1 ` ' I I I GABLE END TRUSS,TYPICAL
12 (TYP 1 7:12 1 1 7:12
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28 iv _ " " _ ° MIN 22X30 OPNG.IN LOW I I 1
pW (6-0 x 6-S R.O.) 12-5 7:12 7:12
ROOF SHEATHING BELOW I I L
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LOSET FOR VENTILATION&ACCESS 1 I- - - - �� 1 I I 1 11co
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BASEMENT (TYPICAL AT OVERFRAMED I1- rt �- �� 1 I I I Im
17'-5 1/2" KITCHEN EGRESS ROOF AREAS) Ij I I \\`\� \\\�\\ ( ( f I I "C
DINETTE _ I I
® N NOTE: BEDROOM 2 11 \\ \ ; \ \ - -r - - 1uj
BASEMENT STAIR KITCHEN LAYOUT o II �� I I 7:12� 7:12 c"
13R AT 7.96"# 3�-4" o SHOWN IS SMOKE �\ �� �`�� ��`�`�� ����� I 1 Tr
12T AT 9.5"# 4'XT ISLAND SCHEMATIC ONLY, ALARM ca �� --' �'-- - - - - - ■ p co
MASTER - - - - COORD.FINAL II GIRDER TRUSS II _ _ = _ _ J y o0
LAYOUT WITH II I °c N
BEDROOM BUILDER PRIOR TO s 41 r E
2 I I II GIRDER TRUSS
°r° CONST. II II OR 2X8 RAFTERS @ 24- .C.OVERFRAMED ROOF ES -0 Z ft N v
SMOKE v
7:12 7:12 I I (TYPICAL AT SHADING�) 4. - O'f
ALARM OCL
C4 am
v ® DN m I 60 BI-PASS II 11 �� co 3
ci g THE TRUSS LAYOUT SHOWN IS FOR REFERENCE ONLY. LL
MIN.22"X30"ATTIC 2 1° 3'-5" 8'-8 1/2" N THE TRUSS MANUFACTURER AND DESIGNER SHALL DETERMINE y
ca
ACCESS 8 I II II FINAL LAYOUT OF TRUSS FRAMING. CONTRACTOR SHALL REFER a CO
2 o I I O C.O. ® II II TO TRUSS DRAWINGS SUPPLIED BY MANUFACTURER FOR FINAL .�
3'-5" "' z xl I a 2g (I II LAYOUT, DESIGN,AND INSTALLATION INSTRUCTIONS. �J C9 c
-1 L ¢ 4:12 CATHEDRAL CLG - - _ - .1 1 O FAN O
SMOKE LL - � = - = -
1 6 - - - - - - - - Ep II ALARM ® o c?
5FT VAN. 28 12 I 28 0 ® BATH
MASTE L - J - ° I I EXTEND WALLS UP TO 3FT VAN.
N FAN � ALL FEDERAL,STATE,AND LOC CODES AND
BATH W.I,C, `7 2-1 4'-8" I I BOTTOM OF SCISSOR ROOF PLAN
G. �� " I TRUSS,TYP o REGULATIONS SHALL BE CONSI RED TO BE PART
O ``+ - OF THE BUILDING DETAILS AND ECIFICATIONS
1/8"=1'-O" HEREIN.IF DISCREPANCIES BE EEN THE CODES
8.4 1/2 5-1 (v C.O. o AND REGULATIONS AND THE INF RMATION
cc o DET. SEE SECTIONS FOR CONTAINED ON THESE PLANS E ST,THE MORE
(TEMP) 2 ® ADDITIONAL INFO
STRINGENT SHALL APPLY UNLE THE INFORMATION
c� 8 LINEN SHOWN,DESCRIBED,OR IMPLIE IS A VIOLATION
SMOKE 1 OF THE CODE,IN WHICH CASE E CODE OR
Lo ALARM 4'-11 10 "'
ROOF NOTES: REGULATION SHALL TAKE PREF NCE OVER PLANS.
2' 1' GREAT ROOM o 1. ROOF UNDERLAYMENT: UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE DIG SAFELY NEW YORK
a 5 BI-PAS
2 MUD 2'-1" 6'-4" EAVE AND LAPPED MINIMUM 2 INCHES, FASTENED SUFFICIENTLY TO HOLD IN PLACE.END LAPS SHALL BE OFFSET BY AT -CALL BEFORE YOU DIG
O _ 14'-8 1/2" LEAST 6 FEET. -WAIT THE REQUIRED TIME
4 ROOM 04 o ENTRY 2g N -CONFIRM UTILITY RESPONSE
2. ICE PROTECTION:AN ICE BARRIER CONSISTING OF SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN -RESPECT THE MARKERS
o ° ;� e op B.F. 9 0 HALF-WALL BELOW SMOKE co PLACE OF UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR -DIG WITH CARE
LAUNDRY 2 4) ALARM F_ WALL LINE OF THE BUILDING.
SAFE DIGGING IS EVERYONES R SPONSIBILITY!
BEDROOM 3 3. BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
7'-5 1/2" ® BASE AND CAP FLASHING SHALL BE OF CORROSION RESISTANT METAL MINIMUM 0.019-INCH THICKNESS. VISIT www.digsafelynewyork.com ADDITIONAL
F 4. VALLEYS: CLOSED VALLEYS(COVERED WITH SHINGLES)SHALL BE LINED WITH ONE LAYER OF SELF-ADHERING POLYMER INFORMATION.
,
STEP MODIFIED BITUMEN SHEET,THE VALLEY LINING SHALL BE AT LEAST 36 INCHES WIDE.OPEN VALLEYS(VALLEY LINING IT IS A VIOLATION OF SECTION 09 SUBDIVISION
STEP EXPOSED)SHALL BE LINED WITH CORROSION RESISTANT METAL AND SHALL BE AT LEAST 24 INCHES WIDE.COPPER LININGS 2 OF THE NEW PORK STATE ED CATION LAW
3-2X10 DROPPED BUILT-UP STUD FOR ANY PERSON,UNLESS ACT G UNDER THE
2B SELF-CLOSING _ COVER D SHALL BE MINIMUM 1 LB WT.,AND ALUMINUM SHALL BE MINIMUM 0.024-INCH THICKNESS. DIRECTION OFALICENSEDPR ESSIONAL
o PORCH BEAM COLUMNS AT POINT 5. ALL VERTICAL SIDEWALLS SHALL BE FLASHED WITH METAL AND SHALL BE BY THE STEP-FLASHING METHOD. ENGINEER TO ALTER THIS DOC MENT IN ANY
20-MIN FIRE RATED :o- PORCHLOADS,TYPICAL 6. FOR SLOPES LESS THAN 5 VERT. IN 12 HORIZ. INSTALL UNDERLAYMENT IN THE FOLLOWING MANNER:APPLY A 19-INCH STRIP WAY.IF AN ITEM BEARING THE AL OF AN
DOOR ASSEMBLY (CONC FLO R) OF UNDERLAYMENT PARALLEL WITH AND STARTING AT THE EAVES,THEN STARTING AT THE EAVE APPLY 36-INCH WIDE SHALL AFFIX O THE ITEM HIS AL AND THE ALTERED,THE RING ENGINEER
SHEETS,LAPPING SUCCESSIVE SHEETS MINIMUM 19 INCHES. NOTATION'ALTERED BY'FOLLO D BY HIS
12'-5" SIGNATURE,THE DATE OF SU ALTERATION,
13'-4" STEP O O 7. TREY CEILING SHALL ALLOW FOR A 1'-0" RECESS CEILING HEIGHT AT THE CENTER AREA WITH A 24-INCH FLAT CEILING AT THE AND A SPECIFIC DESCRIPTION THE ALTERATION.'oL PERIMETER OF THE RECESS, WHEN SHOWN OR SPECIFIED ON PLANS.
8. CATHEDRAL CEILING, WHEN SPECIFIED ON PLANS, SHALL HAVE INTERIOR CEILING SLOPE OF 4HAV UNLESS NOTED
OD OTHERWISE.
9. CONTRACTOR AND/OR TRUSS MANUFACTURER TO COORDINATE AND ADJUST HEEL HEIGHT OR OVERHANG LENGTH OF LOT 5
TRUSSES AND RAFTERS FOR ROOF AREAS WITH VARYING ROOF PITCHES AND AT INFILL AREAS(SUCH AS PORCHES)TO
4 ALIGN THE FASCIA AT EXTERIOR PERIMETER OF BUILDING.
N 0 CODE REQUIRED 0
m FIRE RATED SEPARATION m
5 INSTALL 1/2"GYPSUM WALL cn
ENGINEERS STA P:W BOARD ON GARAGE CEILING W
AND WALLS
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HEkDER REVISIONS
11'-0" 11'-0" 4'-5 1/2" 2'-6 1/2" 4'-10 3/8" 5'-10 13/16" 4'-2 13/16" 6'-8" 6'-8"
5
22'-0" 7'-0" 15'-0" 13'-4" WINDOW SCHEDULE 4
5T-4" 3
DESIGNATION MODEL# ROUGH OPENING (WxH) GLASSIVISI13LE LIGHT CLEAR OPNG/VENT AREA REMARKS a
FIRST FLM�=�pLAN 2
OA O 3050 3'-0"X 5'-0" 11.4 5.2 DOUBLE HUNG a
NOTE: USE PRE-CUT 1
1/4"=V-0" TACE=1722t S.F. STUDS FOR FIRST FLOOR w
CEILING HT 8'-1 1/8" O 3030 T-0"X T-0" 6.2 2.6 DOUBLE HUNG PROJECT NO. : 468 �a
a
PLAN NOTES: SCALE: kS NOTED m
1. ALL EXTERIOR WALLS ARE 2X6, UNLESS NOTED OTHERWISE. G
2030 2'-0"X T-0" 3.8 1.6 DOUBLE HUNG
2. ALL INTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE_ y
3. ALL INTERIOR DOORS SHALL BE PRE-HUNG 6-PANEL DOORS, UNLESS OTHERWISE NOTED.VERIFY STYLE AND FINISH WITH BUILDER/OWNER PRIOR TO CONSTRUCTION. DATE: 6/30/19 Z
4. WALL DIMENSIONS INDICATED ARE TO FACE OF STUD,UNLESS NOTED OTHERWISE. OD O 3050-2 6'-0"X 5'-0° 22.8 10.4 TWIN DOUBLE HUNG Z
5. TYPICAL BEARING WALL HEADERS SHALL BE BUILT-UP(2)2X10, UNLESS NOTED OTHERWISE.ALL HEADERS GREATER THAN 5'-0"SHALL BE BUILT-UP(3)2X10 FOR 2X6 WALLS AND DRAWN BY: DWRPE w
(2)2X12 FOR 2X4 WALLS, UNLESS NOTED OTHERWISE. OE 3012TR T-0 1/2"X V-01/2" 1.6 N/A TRANSOM w
6. INSTALL HEADERS AT NON-LOAD BEARING WALL LOCATIONS WITH MINIMUM 1 1/2 INCHES BEARING. PROJECT: 3;
7. INSTALL HEADERS AT LOAD BEARING WALLS WITH MINIMUM 3"BEARING EACH SIDE WHEN THE SPAN IS 5FT OR GREATER. USE MINIMUM 1 1/2"BEARING EACH SIDE WHEN THE SPAN o 1
x 11
IS UNDER 5FT.WHERE POINT LOADS EXIST OVER HEADERS INSTALL DOUBLE JACK STUDS FOR A MINIMUM OF 3"BEARING EACH SIDE,U.N.O. ILDERS
1.NOTES: FOOTHILLSWINDOWS SHALL BE MANUFACTURED BY NORANDEX, EXTREME 400 SERIES DOUBLE HUNG WITH LOW E. VERIFY FINISHES AND OPTIONAL FEATURES FOOTHILLS U
8. NAIL EACH SIDE OF 2X HEADERS AND BEAMS UP TO 3-PLY AND LVL UP TO 2-PLY WITH (3) 1 OD AT 12"OC FOR ENTIRE LENGTH.MULTI-PLY LVL BEAMS WITH MORE THAN TWO WITH OWNER PRIOR TO CONSTRUCTION. PROVIDE SCREENS AT ALL OPERATING UNITS. 4$ .l OHN CLE DON DR
MEMBERS SHALL BE BOLTED WITH (2)1/70 THRU-BOLTS AT 24"OC. 2. REFER TO DRAWING#6 FOR NATURAL LIGHT AND VENTILATION CALCULATIONS. i
9. INSTALL WATER CLOSETS, LAVATORIES,AND SHOWERS WITH CLEARANCES AS INDICATED IN TABLE ON DRAWING#6. 3. O INDICATES UNIT MUST COMPLY WITH 5.0 SQ. FT.EGRESS REQUIREMENTS FOR GRADE FLOOR OPENINGS. $'
10. EACH BATHROOM EXHAUST FAN MUST BE VENTED DIRECTLY TO THE EXTERIOR. DRAWING TITLE a
11. WHERE FLOOR JOISTS ARE PARALLEL WITH EXTERIOR BEARING WALLS, INSTALL SOLID FULL HEIGHT 2X WOOD BLOCKING AT 36"O.C. INTERVALS ALONG PARALLEL WALL LENGTH 4. O INDICATES UNIT MUST COMPLY WITH 5.7 SQ. FT.EGRESS REQUIREMENTS FOR ALL OPENINGS. a.,
IN FIRST BAY ADJACENT TO RIM JOIST.SEE SECTIONS AND DETAILS FOR MORE INFORMATION. FLOOR AN ROOF w`:
12. INSTALL DOUBLE FLOOR JOISTS AT 16"OC WHERE TUBS AND PARALLEL PARTITION WALLS OCCUR ABOVE. 5. ALL MULTIPLE-UNIT WINDOWS SHALL BE FACTORY MULLED,UNLESS NOTED OTHERWISE.VERIFY WITH MANUFACTURER PRIOR TO CONSTRUCTION. PLAN w
13. GARAGE EXTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE. 6. CONTRACTOR SHALL VERIFY ALL WINDOW SPECIFICATIONS, ROUGH OPENINGS,AND AVAILABILITY 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 HANGERS AS REQUIRED, 7. ALL EXTERIOR PATIO DOORS OR SLIDERS SHALL BE MANUFACTURED BY NORANDEX TO MATCH STYLE AND FINISH WITH WINDOWS,VERIFY OPTIONAL 8
U210-2, U210-3,ETC). FEATURES WITH BUILDER PRIOR TO CONSTRUCTION. m`•
15. INSTALL A CONTINUOUS ROW OF 2X SOLID BLOCKING AT MID-HEIGHT OF INTERIOR BEARING WALLS. 8. ALL WINDOWS ROUGH OPENINGS SHALL BE PLACED AT 6'-11 3/8"ABOVE SUBFLOOR. DRAWING NO. z
16. AT EXTERIOR EXITS IF SITE GRADING REQUIRES MORE THAN ONE TREAD TO GRADE, INSTALL LANDING(UNLESS AT PORCH),TREATED STAIR, GUARDS,AND HANDRAL PER CODE. 9. ALL WINDOWS MUST BE INSTALLED WITH A CHILD SAFETY LOCKING MECHANISM PREVENTING THE WINDOW FROM OPENING MORE THAN 4-INCHES WHEN
SEE NOTES FOR MORE INFORMATION. THE SILL IS LESS THAN 24-INCHES ABOVE THE FLOOR AND/OR THE SILL IS GREATER THAN 72-INCHES ABOVE OUTSIDE ADJACENT GRADE. x
17. CONTRACTOR TO INSTALL ATTIC ACCESS IN ACCORDANCE WITH CODE REQUIREMENTS.COORDINATION LOCATION INFIELD. MINIMUM ATTIC OPENING SHALL BE 22"X30"AND THE 10. WINDOWS SHALL HAVE A MAXIMUM THERMAL U-FACTOR OF 0.29. DW 0 p
2
PERIMETER SHALL BE SEALED WITH A COMPRESSIBLE GASKET WITH FULL INSULATION DEPTH OVER THE ACCESS DOOR. 11. NORANDEX CUSTOM WINDOW SIZES SHALL BE MANUFACTURED TO FIT THE SPECIFIED ROUGH OPENINGS.
18. SEE GENERAL NOTES DRAWING#1 FOR ADDITIONAL REQUIREMENTS AND INFORMATION.
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0 2X12 PT LEDGER W/(2) BOMAN KEMP STEEL C.3
N I 3/8"0 GALV LAG BOLTS BEYOND OPNG EACH SAFETY GRATE
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OC BOMAN &KEMP SIMPSON H2.5(TYP) ALUMINUM DRIP EDGE INSTALL
BOWMAN KEMP 5236-60 EASY-WELL (
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BOWMAN KEMP BOMAN KEMP 4'-0 AND TRIM Q
4040 VINYL ESCAPE LADDER
12'-0" I 14'-0" EGRESS WINDOW 2X6 SUB-FASCIA
FIBERGLASS BATT
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — VENTED SOFFIT C.3
_ _ _ _ _ - - - - - - — — - - - - - - - - - - - - - - - - - ` BASEMENT INSUL(MIN.R-38)
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16"X 8"CONTINUOUS CONC. I I BACKFILL BELOW (TYPICAL) -EXTERIOR VINYL SIDING AND TRIM
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EASY BUCK FRAME.WINDOW SILL WALL -6 INCHES FIBERGLASS BATT INSULATION ct BASEMENT SASH (TYP.)- 4"THICK CONCRETE SLAB ON X HEIGHT SHALL NOT EXCEED 44" I (MIN. R-21). .03 O
COORDINATE QUANTITY ABOVE FINISH FLOOR. INSTALL(2) { { 1 ST FLOOR -4 MIL.POLYEHTYLENE VAPOR BARRIER C '�
GRADE OVER COMPACTED > -n _ • 00
AND LOC'S.WBUILDER r 2X10 RIM JOIST OVER OPNG SEE - 1/2 INCH GYPSUM WALL BOARD
I SUBBASE&6 MIL.POLY VAPOR -+ p I (/� N
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I ( ) 2X6 P.T. SILL PLATE q,�
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16"X10"X5'-0"LG CONTINUOUS 2'-6"X2'-6"X10"THICK ADJUSTABLE STEEL N " I I d FOUNDATION DAMPPROOFING REGULATIONS SHALL BE CONSIDERD TO BE PART
I x 8 FOUNDATION VV L I � BATT INSULATION OF THE BUILDING DETAILS AND SPE IFICATIONS
I I _ CONC. FOOTING WITH(2)#4 INTERIOR FOOTING W/(3)#4 COLUMN-SEE TYP.
I REINF. CONTINUOUS REINF. EACH WAY-T/FTG. DETAILS FOR MORE (TYPICAL) _ HEREIN.IF DISCREPANCIES BETWE N THE CODES
c`h I I N AND REGULATIONS AND THE INFO ATION
T/FOOTING ELEV. (+0'-0") ELEV. (+0'-0")(TYP. UNO) INFO. (TYP.) p CONTAINED ON THESE PLANS EXISTTHE MORE
O I I 4 INCH CONCRETE SLAB rn STRINGENT SHALL APPLY UNLESS E INFORMATION
ON GRADE BASEMENT SHOWN,DESCRIBED,OR IMPLIED IS VIOLATION
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_ I I FOUNDATION WALL(SEE REGULATION SHALL TAKE PREFERS CE OVER PLANS.
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q I F — � 6'-9" 6'-9" 6'-9" 6'-9" SAFE DIGGING IS EVERYONES RES oNSIBILrTY!
UNDISTURBED SUBGRADE
PLEASE CALL 1-800-962-7962 BEF YOU DIG.
VISIT INFORMATION.www.digsafelynewyork.com F ADDITIONAL
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IT IS A VIOLATION OF SECTION 720 SUBDIVISION
I _(3 2X1D I I _ I I _ _ I I 2 OF THE NEW YORK STATE EDU ON LAW
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I I — — — — — — — — — — — — — — — — — — — — — I I (DR PPED) { I I I I DIRECTION R A LICENSED PROFS rLZER
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ENGINEER TO ALTER THIS DOCUM NT IN ANY
' I I s'-o"FIBERGLASS ROLL INSUL I I WAY.IF AN ITEM BEARING THE S OF AN
�( (r ENGINEER IS ALTERED,THE ALTER G ENGINEER
I 12'-8" I � I I (R-15)WITH FSK FACING OVER ( ( SHALL AFFIX TO THE ITEM HIS SE AND THE
I I TYPICAL 1-STORY BUILDING SECTION NOTATION"ALTEREDBY"FOLLOWE BY HIS
L — _ _ _ L — — _ — — — — — — — — — — — — — — — — , CONTINUOUS 2X4 FURRING TOP Jill
NOT TO SCALE SIGNATURE,THE DATE OF SUCH RATION,
AND BOTTOM(TYP.AT I I AND A SPECIFIC DESCRIPTION OF EALTERATION.
PERIMETER)fill
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o I I I I P.T. 6X6 DECK OR o
L - - - - - - - --- - - - - - - - - - - - - - - - -� i PORCH POST
— — — — — — — — — — — — — — — — —
_ _ SIMPSON ABU66Z POST BASEMENT I REVISIONS
(3)#4 VERT REINF BASE WITH (2)1/2"0 #4 HORIZONTAL AT WALL
THRU-BOLTS TO POST MID-HT 5
BARS WITH STD DRILL AND ADHESIVE 4
END HOOK INTO ANCHOR 5/8"0 ANCHOR I PERIMETER BASEMENT #4 HORIZONTAL
2'-9 3/4" 16'-4 1/2" 2'-9 3/4' FTG I INSULATION PER FDN PLAN 3
ROD TO PIER
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FOUNDATION PLAN ELEVATION (+840") PER PLAN WALL REINFORCING REQUIRED AT
(TYPICAL, UNLESS NOTED
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BOTH SIDES EVENLY. I DRAWN BY: WRPE
FREE DRAINING SAND BACKFILL � CO PROJECT: 3
PLAN NOTES: d I (GP, GW, SW, SP SOILS) 9 5
1.ALL FRAMING DENOTED AS(SYP)SHALL BE SOUTHERN YELLOW PINE AS SPECIFIED IN THE MATERIALS NOTES ON DRAWING#6.
2. FOR HEADERS AND BEAMS AT FLR JOISTS INSTALLED FLUSH, USE SIMPSON U210 16 GA FACE MOUNT JOIST HANGERS(TYP.) p -* ,- " I FOOTHILLS B ILDERS �'
3. DO NOT BACKFILL FOUNDATION WALLS MORE THAN 4 ABOVE TOP OF FOOTING UNTIL WALLS ARE BRACED BY FLOOR FRAMING WITH #4X2 0 LONG DOWELS AT EACH
SHEATHING INSTALLED. W CORNER AND 4'-0'O.C. IN BETWEEN I 48 JOHN CLEN ON DR t
4.THE DROPPED BASEMENT BEAM SHALL BE SPLICED ONLY OVER SUPPORT COLUMNS. LL I w_
of 5.REFER TO TYPICAL FOUNDATION SECTIONS AND DETAILS FOR REINFORCING AND OTHERREQUIREMENTS NOT SPECIFIED ON PLAN. #4X2'-0"LONG DOWELS AT EACH (2)#4 CONTINUOUS � t DRAWING TITLE °=
6. COORDINATE QUANTITY AND LOCATIONS OF BASEMENT SASHES DESIRED BY OWNER/BULDER PRIOR TO START OF CONSTRUCTION. — a
7.NAIL EACH LAMINATION OF DROPPED MULTI-PLY FLOOR BEAMS WITH (3)16d AT 16'OC FCR ENTIRE LENGTH.MULTI-PLY LVL BEAMSJ CORNER AND 4'-0"O.C. IN BETWEEN M L
SHALL BE BOLTED WITH 1/2"0 THRU-BOLTS AT 24"OC. (2)#4 CONTINUOUS FOUNDATIO PLAN o
8.PERIMETER FOUNDATION WALLS SHALL BE REINFORCED WITH MINIMUM#4 HORIZONTAL REINFORCING AS SHOWN ON FDN WALL AND DE T LS W
DETAILS AND#4 VERTICAL WHEN AND WHERE SPECIFIED ON FOUNDATION PLAN.SEE TYPIC14L FOUNDATION WALL DETAIL FOR MORE FOOTING AND SONOTUBE 0`.
INFORMATION. PER FDN PLAN FORMED CONCRETE PIER TYPICAL FOUNDATION WALL DETAIL TYPICAL GARAGE FROST WALL SECTION m'
9.BOWMAN KEMP 4040 EGRESS WINDOW HAS A NET CLEAR OPENING AREA OF 7.03 SF,MINMUM CLEAR WIDTH OF 21.75"AND MINIMUM PER FDN PLAN NOT TO SCALE SEE TYPICAL BLDG SECTION FOR NOT TO SCALE DRAWING NO. Z;
HEIGHT OF 45.375". TYPICAL DECK PIER DETAIL INFORMATION NOT SHOWN SEE TYPICAL BLDG SECTION FOR
IBM
INFORMATION NOT SHOWN
NOT TO SCALE i
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TRUSSES AT 24"OC. SEE
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SECTION THRU GARAGE ALL FEDERAL,STATE,AND LOCAL DES AND
REGULATIONS SHALL BE CONSIDE ED TO BE PART
3/8"=1'-O" OF THE BUILDING DETAILS AND SP CIFICATIONS
HEREIN.IF DISCREPANCIES BETW N THE CODES
DROPPED BEAM AND REGULATIONS AND THE INF ATION
SEE TYPICAL BUILDING SECTION SEE FDN PLAN CONTAINED ON THESE PLANS EXI ,THE MORE
STRINGENT SHALL APPLY UNLESS E INFORMATION
AND TYPICAL DETAILS FOR ADDITIONAL SHOWN,DESCRIBED,OR IMPLIED 1 A TO
INFORMATION NOT SHOWN PERIMETER FSK OF THE CODE,IN WHICH CASE TH CODE OR
ROLL INSULATION REGULATION SHALL TAKE PREFER NCE OVER PLANS.
STEEL PIPE COLUMN
SEE FDN PLAN " DCALL BEFORE YOUIG SAFELY NEW D G
AND DETAILS BASEMENT _ -WAITTHEREQUIREDTIME
CONFIRM UTILITY RESPONSE
RESPECT THE MARKERS
OVERFRAMED ROOF TRUSSES DIG WITH CARE
OR 2X8 RAFTERS Q 24"O.C. SAFE DIGGING IS EVERYONES RE SPONSIBILITYI
PLEASE CALL 1-800-962-7962 BEF YOU DIG.
GIRDER TRUSS VISIT www.digsafelynewyork.com F R ADDITIONAL
INTERIOR FOOTING INFORMATION.
LADDER FRAMED SEE FDN PLAN IT IS A VIOLATION OF SECTION 7 SUBDIVISION
12 ROOF OVERHANG 2 OF THE NEW YORK STATE EDU TION LAW
7 (TYPICAL) FOR ANY PERSON,UNLESS ACTING UNDER THE
PRE-MANUFACTURED ROOF DIRECTION OF A LICENSED PR SNONAL
ENGINEER TO ALTER THIS DOCU ENT IN ANY
TRUSSES AT 24"OC WAY.IF AN ITEM BEARING THE S OF AN
ENGINEER IS ALTERED,THE AL RING ENGINEER -
SHALL AFFIX TO THE ITEM HIS S AND THE
NOTATION"ALTERED BY"FOLLO D BY HIS
GABLE END SIGNATURE,THE DATE OF SUCH TERATION,
TRUSS.SEE AND A SPECIFIC DESCRIPTION 0 THE ALTERATION.
TRUSS NOTES
SECTION THRU BUILDING
3/8"=1'-0" LOT 5
DROPPED PORCH
SEE TYPICAL BUILDING SECTION
BEAM SEE PLAN
AND TYPICAL DETAILS FOR ADDITIONAL
INFORMATION NOT SHOWN
ENGINEERS STA P:
TRUSS HGES
COVERED ENTRY PER MANUFACTURER OF f �_
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FOR INFORMATION DRAWN BY: DWRPE K
PROJECT:
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FOOTHILLS BUILDERS
48 JOHN CL NDON DR
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EXTENDED
BEYOND (4)5/16"X 3" REINFORCING-SEE
( LG LAG BOLTS \-5/16"X BEAM WIDTH X 8"LG .. FOUNDATION PLAN SEEOPENING EDGES IJ
F 12
FOUNDATION WALL BEARING PLATE EACH END OF SIMPSON H2.5 AT PLAN
ALL SIDES I I COLUMN WELDED EACH TRUSS OR RAFTER NOTE: TRUSS MANUFACTURER TO ■
3 1/2"0 STEEL PIPE COLUMN 4" \-LVL OR BUILT-UP BEAM ADJUST HEEL HEIGHT OF TRUSSES
(ASTM A 53,TYPE E OR S GRADE B) TYPICAL STEPPED FOOTING DETAIL 2X6 BEARING WALL WITH VARYING ROOF PITCH TO
(ADJUSTABLE STEEL PIPE COLUMNS 2X4 PRESSURE TREATED ALIGN FASCIA AT PERIMETER ■
ARE ACCEPTABLE ALTERNATIVE NOT TO SCALE BEARING PLATE
TYPICAL REINFORCING AT FOUNDATION WALL EDGE OR OPNG WITH 15,000#RATING) FOUNDATION WALL 1�-
NOT TO SCALE TYPICAL BASEMENT COLUMN DETAIL
C �
NOT TO SCALE �>_nl
SED HEEL ENERGY TRUSS
o SCALE
HORIZONTAL REINFORCING WHEN TYPICAL WOOD BEAM POCKET DETAIL >= W o
SPECIFIED MAY PASS THRU JOINT NOT TO SCALE M
03
SAW-CUT CONTRACTION ■ •� "s
JOINTS WHERE SPECIFIED 4X4-W2.9 X W2.9 WWM OR#4 y y
ON PLANS(MIN. 1/4"X 1" AT 16"OC EW(OPTIONAL) ..
--- -`-----'- DEEP)FILLED W/JOINT LAP ALL EDGES OF WIRE `a: C
HANDRAIL AND GUARDS SEALANT(WHEN NOT p Z �. am RV
Z MESH MATS/SECTIONS O �
PER NOTES Y U- MINIMUM 12"AND LAP BARS -8-0
UILDING EXTERIOR WALL SHOWN ON PLAN INSTALL = W J " Lu Or y C4 03
C
AT EQUAL SPACING IN EACH W a 24 MIN. am
COPPER OR MEMBRANE FLASHING 3/4"CHAMFER DIRECTION NO MORE THAN rn �� cc CD am
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/4X6 DECKING EACH SIDE= 15FT OC) COMPACTED SLAB y 1�
SUBBASE(MNIMUM OF � C3 C 3
ZX PT LEDGER, SEE CONNECTION DETAIL JOINT SEALANT EACH 8"-10"#2 TYPE 2 CRUSHED 3
SIDE OF WALL FOR C"� 03 r
2X10 PRESSURE TREATED STONE OR TYPE 4 WELL GIRDER TRUSS OR v Cl .� 3
JOISTS AT 16 INCHES O.C. FULL HT GRADED SAND/GRAVEL) ROOF BEAM (POINT
LOAD LOCATION)
-- _
3/4"CHAMFER REINFORCING TO BE 6-MIL POLY VAPOR UNDISTURBED SUBGRADE
SIMPSON H3 EF OF WALL `' SUPPORTED BY CHAIRS BARRIER WITH LAPPED OR COMPACTED STUD COLUMN BELOW ALL FEDERAL,STATE,AND LOCAL C ES AND
EACH JOIST OR CONC. BRICKS WHEN AND SEALED EDGES STRUCTURAL FILLBACKFILL POINT LOAD(MINIMUM REGULATIONS SHALL BE CONSIDERE TO BE PART
INSTALLED WIDTH TO MATCH OF THE BUILDING DETAILS AND SPEC (CATIONS
BEAM OR GIRDER TRUSS HEREIN.IF DISCREPANCIES BETWEE THE CODES
WIDTH AND REGULATIONS AND THE INFORM TION
6 A FACE MNT JST HANGER AT
EACH JOIST(TYP.) MULTI-PLY BEAM TYPICAL SLAB ON GRADE DETAIL ) CONTAINED ON THESE PLANS EXIST, HE MORE
W/ 2 1/2"0 THRU-BOLTS STRINGENT SHALL APPLY UNLESS TH INFORMATION
AT WALKOUT BASEMENTS ( ) r7 NOT TO SCALE SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
FLASHING MUST DRAIN &LET-IN AT COLUMNS OF THE CODE,IN WHICH CASE THE C DE OR
REGULATION SHALL TAKE PREFEREN E OVER PLANS.
ABOVE SIDING AND FINISHES SEE PLAN FOR SIZE NOTES:
BELOW 2X4 SQUASH BLOCKS DIG SAFELY NEW YORK
1. LAP VAPOR BARRIER EDGES MIN. 18"AT SPLICES (MINIMUM WIDTH TO MATCH -CALL BEFORE YOU DIG
TYPICAL FOUNDATION WALL CONTROL JOINT 2. PROTECT SLAB AND SUBBASE FROM MOISTURE OR PRECIPITATION AFTER COLUMN WIDTH PLUS -WAIT THE REQUIRED 71ME
CONFIRM UTILITY RESPONSE
NOT TO SCALE (WCJ'S ARE OPTIONAL 13UT IMPORTANT TO PLACEMENT AND UNTIL BUILDING IS ENCLOSED. TWO BLOCKS) -RESPECT THE MARKERS
3. SHEET CURING FOR A MINIMUM PERIOD 3-5 DAYS IS RECOMMENDED FOR ALL -DIG WITH CARE
CONTROLLING THERMAL AND SHRINKAGE SLABS.
CRACKING OF CONCRETE FDN WALLS,SEE SAFE DIGGING IS EVERYONES RESPONSIBILITY!
TREATED PLAN AND NOTES FOR RECOMMENDED 4.COORDINATE SLOPING SLAB SURFACES WHERE DRAINAGE IS REQUIRED IN FIELD PLEASE CALL 1-800-962-7962 BEFOREYOU DIG.
JOINT LOCATIONS)
VISIT www.digsafelynewyork.com FOR ADDITIONAL
COLUMN AND WITH BUILDER/OWNER PRIOR TO CONSTRUCTION. INFORMATION.
IT IS A VIOLATION OF SECTION 7209 UBDIVISION
2 OF THE NEW YORK STATE EDUCAT JON LAW
GALV.POST BASE
FOR ANY PERSON,UNLESS ACTING DER THE
PLACE VERT BAR AT DIRECTION OF A LICENSED PROFES ZONAL
INTERSECTION OF \V-FLOOR BEAM(POINT ENGINEER TO ALTER THIS DOCUME T IN ANY
SONOTUBE,SEE LAP LAP LOAD LOCATION WAY.IF AN ITEM BEARING THE SEAL F AN
HORIZ BARS ) ENGINEER IS ALTERED,THE ALTERIN ENGINEER
PLAN
SHALL AFFIX TO THE ITEM HIS SEAL D THE
STAGGER FASTENERS IN 2 STUD COLUMN BELOW SIGNATURE,THE DATE OF SUCH AL RATION,
24"DECK SPAN<6' NOTATION"ALTERED BY"FOLLOWED BY HIS
18"DECK SPAN<10' 2 ROWS POINT LOAD(MINIMUM AND A SPECIFIC DESCRIPTION OF ALTERATION.
12"DECK SPAN<14' - WIDTH TO MATCH
BEAM OR GIRDER TRUSS
NOTE:ALL FRAMING MEMBERS TO BE PRESSURE TREATED WIDTH)
5.5"MIN FOR 2X8* CORNER BARS.MATCH LOT
• • - 6.5"MIN FOR 2X10 HORIZ BAR SIZE AND
SECTION AT FRAMED PORCH OR DECK - 7.5"MIN FOR 2X12 SPACING
21 NOT TO SCALE
2"MIN 2X4 SQUASH BLOCKS
"' _ (MINIMUM WIDTH TO MATCH
LEDGER LAG SCREW COLUMN WIDTH PLUS
OR BOLT `r) ALTERNATE SIDE TWO BLOCKS)
OF BENT BARS ENGINEERS STAMP:
CORNER BARS.MATCH
t it
*DISTANCE SHALL BE PERMITTED TO BE REDUCED
LAP LAP LAP
TO 4.5" IF LAG SCREWS ARE USED OR BOLT HORIZ BAR SIZE AND
SPACING IS REDUCED TO THAT OF LAG SCREINS SPACING
TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS L
F TFE NOT MI
EXISTING
MK BE
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EXISTING `�
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STUD WALL r-(4)SIMPSON DTT1Z EVENLY °-
SPACED ALONG LEDGER
LENGTH ES OF BUILDING
-' FOUNDATION WALL ' x
WITH END ANCHORS WITHIN SEE PLAN
RIM BOARD 24"OF LEDGER ENDS
WALLS REINF. MINGLE LAYER WALLS W/MULTIPLE LAYERS OF REINF. TYPICAL BUILT-UP STUD COLUMN DETAIL REVISIONS
NOT TO SCALE
5
TYPICAL WALL CORNER/INTERSECTION REINFORCING DETAIL_ 4
FLOOR NOT TO SCALE (MIN LAP#4 BARS 2'-0")
FRAMING -LAG SCREWS OR 3
w
BOLTS
a
EXISTING FDN 2
WALL -3/8"0 GALV LAG BOLT �
WITH MIN 3" 1
PENETRATION INTO PROJECT NO. : 1468 w
PLATE CL o
SCALE: AS NOTED
*DISTANCE SHALL BE PERMITTED TO BE REDUCED lz
TO 4.5" IF LAG SCREWS ARE USED OR BOLT
DATE: 6 30/19
SPACING IS REDUCED TO THAT OF LAG SCREWS
TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS DRAWN BY: D RPE
TYPICAL DECK BRACE CONNECTION DETAIL PROJECT: ;
NOT TO SCALE p
FOOTHILLS BUILDERS `
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FOUNDATION NOTES: Lu "' z o
STAIR NOTES
BEAR FOOTINGS ON FIRM UNDISTURBED SOIL. FOUNDATIONS HAVE BEEN DESIGNED FOR A PRESUMPTIVE SOIL
STAIRWAY SHALL NOT BE LESS THAN 36 INCHES WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT BEARING PRESSURE OF 2000 PSF. IF SOILS ENCOUNTERED ARE EXPANSIVE, COMPRESSSIBLE,SHIFTING, OR HAVE CODE REQUIRED LIGHTING AND VENTILATION SQ. F uj co
Z
AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4 112 INCHES ON EITHER SIDE OF OTHER UNKNOWN CHARACTERISTICS,BUILDING CODE OFFICIAL SHALL DETERMINE NEED FOR SOIL TESTING WHICH
THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS ROOM NAME ROOM AREA REQ'D LT. (8%) ACTUAL LT. REQ'D VENT.(4%) ACTUAL VENT. _ Q G c
AND LANDINGS,SHALL NOT BE LESS THAN 31 1/2 INCHES WHERE THE HANDRAIL IN INSTALLED ON ONE SIDE AND 271NCHES SHALL BE PERFORMED TO VERIFY SOIL PROPERTIES AND THE DESIGN PRESUMPTIVE BEARING PRESSURE.
KIT/DINIGRT RM 634 50.7 61.3 25.4 28.9 a _v = ti
WHERE THE HANDRAILS ARE PROVIDED ON BOTH SIDES. MINIMUM DEPTH OF EXTERIOR FOOTINGS FOR FROST PROTECTION IS 4 FEET BELOW FINISHED GRADE,UNLESS >- = f- J
ENTIRE STRUCTURE IS FULLY BEARING ON SOUND BEDROCK. MASTER BDRM 250 20.0 22.8 10.0 10.4 � = z z y c
THE MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES. 3 3 z z CD
BEDROOM#2 134 10.8 22.8 5.4 10.4 z z c�,) a � o=c
LAP FOOTING AND WALL REINFORCEMENT 2 FEET AT SPLICES. PROVIDE CORNER BARS THE SAME SIZE AND NUMBER J
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. BEDROOM#3 135 10.8 22.8 5.4 10.4
SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM.
30 INCHES ABOVE THE FLOOR OR GRADE BELOW CAST STEPPED FOOTINGS MONOLITHICALLY. REFER TO DRAWINGS FOR TYPICAL STEPPED FOOTING DETAIL. SEE MASTER BATH NA 3.0 3.8 1.5 1.6 V
PORCHES, BALCONIES, OR RAISED FLOOR SURFACES LOCATED MORE THAN N FOUNDATION PLAN FOR APPROXIMATE STEP LOCATIONS.
SHALL HAVE GUARDS NOT LESS THAN 36 INCHES IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 FULL BATH NA 3.0 ARTIF.LT.REQ'D. 1.5 MECH.VENT REQ'D.
INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED EXCAVATIONS SHALL BE LAID BACK TO PREVENT SLOUGHING IN OF SIDES. MAINTAIN SIDES AND SLOPES OF •
VERTICALLY FROM THE NOSING OF THE TREADS. EXCAVATIONS IN STABLE CONDITION UNTIL COMPLETION OF BACKFILLING. FOUNDATIO14 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. Q
INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW THE PASSAGE OF A SPHERE 4 INCHES OR MORE IN
BACKFILL FOUNDATION WALLS WITH SAND AND GRAVEL WHICH ARE WELL-DRAINING,SOUND,DURABLE,AND FREE OF NOTES:
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 u
HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS.HANDRAIL HEIGHT, U
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 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
OSINGS,SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES.ALL REQUIRED
HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A 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
FLIGHT IL 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. OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. y
2.GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND AN co
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 HOUR IN THE ROOM.
12 INCHES IN LOOSE DEPTH APPROVED MECHANICAL VENTILATION SYSTEM IS PROVIDED CAPABLE OF PRODUCING 0.35 AIR CHANGES PER 'C
HANDRAIL. AND COMPACT TO 95 PERCENT OF MAXIMUM DENSITY.
3. FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS,ANY ROOM SHALL BE W
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 "."f M
ENCLOSED ACCESSIBLE SPACE BENEATH STAIRWAYS SHALL HAVE WALLS AND UNDER STAIR SURFACE ON THE ENCLOSED SIDE SHALL BE DAMPPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. DAMPPRODFING SHALL BE A WALL OS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN ONE-TENTH OF THE FLOOR ct
WITH A 1/2 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. p
4.BATHROOMS,WATER CLOSET COMPARTMENTS, AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH cc
EXTERIOR EXIT LANDINGS, STAIRS, DECKS,AND SIMILAR EXIT FACILITIES SHALL BE POSITIVELY ANCHORED TO THE PRIMARY 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 BE Booy t* cm
BUILDING STRUCTURE USING HANGERS, LAG BOLTS, SCREWS, OR OTHER FASTENING SYSTEMS NOT SUBJECT TO WITHDRAWAL. FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA SHALL BE 1 SQUARE FOOT FOR EVERY 150 OPENABLE. w 4- '-
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 0 G3 >" � e0
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 ` & Z N
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 W Q. y .y O4 O.
IN ACCORDANCE WITH CODE. VENTILATION.VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. .� �y
INTERNATIONAL RESIDENTIAL CODE. 6.FOR ROOMS WHICH REQUIRE ARTIFICIAL LIGHT PROVIDE A MINIMUM OF 6 FOOTCANDLES OVER THE AREA OF 03 cc c 3
UOUS 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 THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. z � L. ^ '�
INSTALL BLOCKING IN A CONTIN FROM EACH END AND 4 FEET MAXIMUM ON CENTER IN BETWEEN. (MINIMUM OF TWO ANCHOR BOLTS IN EACH SILL
US 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.
E PRE �� � � �
0 N t3 ...
CONCRETE.
INSTALL BUILT-UP STUD COLUMNS AT EACH END OF ALL HEADERS OR BEAMS.FOR WALLS PARALLEL WITH HEADERS,COLUMNS
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 ALL FEDERAL,STATE,AND LOCAL CODES AND
MATCH HEADER WIDTH. CONCRETE. FOOTINGS,FOUNDATION WALLS,AND INTERIOR SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE OF THE
REGULATIONS SHALL BE CONSIDER ED TO BE PART
NG DETAILS AND SPE
JOISTS EXCEEDING NOMINAL Z 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 MINIMUM SOIL PROPERTIES ACCORDING TO UNIFIED SOIL CLASSIFICATION SYSTEM HEREIN.IF DISCREPANCIES BETWEENFTHE CODES
INTERVALS NOT EXCEEDING 8 FEET. COMPRESSIVE STRENGTH F'C AT 28 DAYS OF 3500 PSI. AND AIMED ON
AND THE EXIST,
THE
UNIFIED SOIL VOLUME CHANGE CONTAINED oN THESE PLANS EXIS ,THE MORE
CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.55,A MAXIMUM 5 INCH SLUMP,AND SHALL HAVE 5 TO 7 CLASSIFICATION STRINGENT SHALL APPLY UNLESS E INFORMATION
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. DRAINAGE FROST HEAVE POTENTIAL SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
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 CHARACTERISTICS POTENTIAL EXPANSION OF THE CODE,IN WHICH CASE THE ODE OR
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
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 DIG SAFELY NEW YORK
-CALL BEFORE YOU DIG
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 LOW -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, SUBFLOORING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 48/24(23/32"MIN.THICKNESS) SW WELL-GRADED SANDS, GRAVELLY SANDS,LITTLE OR NO FINES GOOD LOW LOW -RESPECT THE MARKERS
GROUP I -DIG WITH CARE
AND BOTTOM CHORD DEAD LOAD OF 10 PSF,AND ATTIC BOTTOM CHORD LIVE LOADS SPECIFIED IN LOAD TABLE. DESIGN SP POORLY-GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES GOOD LOW LOW SAFE DIGGING IS EVERYONES RESPONSIBILITY1
TRUSSES FOR BALANCED SNOW LOADS AND UNBALANCED SNOW LOADS(TWO SEPARATE LOAD CASES)IN ADDITION TO DEAD ROOF SHEATHING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 32/16(15/32"MIN.THICKNESS)
LOADS.MAXIMUM TRUSS DEFLECTION SHALL BE L/360 FOR SNOW LOAD AND U240 FOR TOTAL LOAD.CT OF 1.1 IS ASSUMED PLEASE CALL 1-800 s82-7982 BEF YOU DIG.
GM SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES GOOD MEDIUM LOW VISIT www.digsafelynewyork.com F ADDITIONAL
INFORMATION.
BASED UPON A COLD VENTILATED ATTIC. WALL SHEATHING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16(9/16"MINI.THICKNESS)
SM SILTY SAND, SAND-SILT MIXTURES GOOD MEDIUM LOW IT IS A VIOLATION OF SECTION 720 1 SUBDIVISION
SUBMIT TRUSS DESIGN CALCULATIONS AND DRAWINGS PREPARED BY A LICENSED PROFESSIONAL ENGINEER TO THE CODE CONCRETE BLOCK:ASTM C 90 WITH AVERAGE NET COMPRESSIVE STRENGTH OF 1900 PSI, NORMAL WEIGHT. GC CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES MEDIUM MEDIUM LOW F OF THE NEW ON,U STATE EW TION LAW
ENFORCEMENT PRIOR TO INSTALLATION. FOR ANY PERSON,UNLESS ACTIN UNDER THE
DIRECTION OF A LICENSED PROFE SIONAL
COMPLY WITH ANSIITPI-1"NATIONAL DESIGN SPECIFICATION FOR METAL-PLATE CONNECTED WOOD TRUSS CONSTRUCTION", BRICK: 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 ENGINEER TO ALTER THIS DOCU ENT IN ANY
WAY.IF AN ITEM BEARING THE S OF AN
GROUP II ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY MEDIUM HIGH LOW ENGINEER IS ALTERED,THE ALTtNG ENGINEER
LATEST EDITION. MORTAR: ASTM C 270 OR ASTM C 1142,TYPE S(FOR MASONRY VENEERS USE TYPE N). sHALL AFFIx To THE ITEM HIS ND THE
FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY NOTATION"ALTERED BY"FOLLOBY HIS
SIGNATURE,THE DATE OF SUCHERATION,
FABRICATION AND ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH QUALITY CONTROL MANUAL OF THE T.P.I. GROUT: ASTM C 476, MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI,8-10 INCH SLUMP. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS,SANDY MEDIUM MEDIUM MEDIUM TO AND A SPECIFIC DESCRIPTION OE ALTERATION.
CONTINUOUSLY BRACE TRUSS BOTTOM CHORDS WITH FLAT 2-INCH BY 4-INCH BRACING AT APPROXIMATELY 8 FEET ON CENTER, STRUCTURAL ROLLED STEEL W-SHAPES:ASTM A 992(FY=50 KSI).STEEL PLATES AND ANGLES SHALL BE ASTM A 36. CLAYS, SILTY CLAYS,LEAN CLAYS LOW
LOCATED AT OR NEAR PANEL POINTS.PROVIDE DIAGONAL BOTTOM CHORD BRACING BETWEEN HORIZONTAL BRACING FOR FULL CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS POOR MEDIUM HIGH
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,GRADE B. GROUP III LOT 5
CONTINUOUS VERTICAL 2-INCH BY 4-INCH DIAGONAL CROSS BRACING NAILED TO EACH TRUSS DIAGONAL FROM RIDGE TO MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILTY POOR HIGH HIGH
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 IVOH 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
-2X12 Fb= 1250 PSI ENGINEERS STAMP:
INDICATED TRUSS COMPONENTS. -E= 1,700,000 PSI -_
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. �` V
fy_ IV a
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
EXPANSION HAVE A PI OF 10 TO 35,AND SOILS WITH A HIGH POTENTIAL EXPANSION HAVE A PI GREATER THAN 20.
TRUSS MANUFACTURER SHALL SUBMIT TO DESIGN PROFESSIONAL ONE COPY FOR REVIEW OF TRUSS LAYOUT PLAN,STAMPED INK OF
F AND ARE NOT MI
DEMNIEM
AND SIGNED CALCULATIONS,AND INSTALLATION INSTRUCTIONS. OOPr
NOT eliOl�lD
AN4l
MINIMUM CATEGORY CLASSIFICATION OF GLAZING
EXPOSED SURFACE GLAZING IN STORM GLAZING IN GLAZING PANELS GLAZING PANELS GLAZING IN DOORS AND SLIDING GLASSY ;-
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 R308A BY ITEM 5 OF R308.4 TYPE
(CATEGORY CLASS) CLASS) (CATEGORY CLASS) (CATEGORY CLASS) (CATEGORY CLASS) (CATEGORY CLASS)
9 SQ.FT.OR LESS I I NO REQUIREMENT 1 II II
REVISIONS
MORE THAN 9 SQ.FT. II II II It II 11 5
NOTES: 4
1. INDIVIDUAL GLAZED AREAS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED IN SECTION R308.4 SHALL PASS
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
CRITERIA FOR CATEGORY I OR II AS INDICATED IN THE TABLE ABOVE. 2
LOCATION LIVE LOAD(PSF) W WALL WALLuj
WALL
1 �
-J
EXTERIOR BALCONIES 60 °
e PROJECT NO. : 468
F
0 4"C N 4'CL. z
q'C 2•cL.AA- FOUNDATION DESIGN PARAMETERS
DECKS 4 SCALE: S NOTED in
w
LAVATORIES CLASS OF MATERIAL ALOWABLE FOUNDATION LATERAL EARTH
ATTICS WITHOUT STORAGE 10 DATE:
LATERAL SLIDING
15"MIN. 15"MIN. WALL WALL BEARING PRESSURE PRESSURE COEFF. OF FRICTION A DRAWN BY: DWRPE U
WALL (PSF)B (PSF/FT BELOW GRADE)
ATTICS WITH STORAGE 20
e PROJECT:
iCs)
� CRYSTALLINE BEDROCK 12,000 1,200 0.70
ROOMS OTHER THAN SLEEPING ROOMS 40 g
UILDE
SEDIMENTARY AND FOLIATED ROCK 4,000 400 0.35
FOOTHILLS RS `
3�
SLEEPING ROOMS 30 N `�' 30" GRAVEL, SANDY GRAVEL(GW AND GP) 3,000 200 0.35 4$ JOHN CLE DON DR °E
MIN.
STAIRS 40 a FRONT OF SAND, SILT, SILTY GRAVEL,CLAYEY SANDS 2,000 150 0.25 ir
0
DRAWING TITLE
OPENING AND GRAVELS(SW,SP,SM,SC,GM,AND GC) w
GROUND SNOW 50 CLAY, SANDY CLAY, SILTY CLAY,CALYEY 1,500 B 100 - TECHNI AL
ALL K `
WATER CLOSETS SHOWER SILT, SANDY SILT(CL,ML,MH,AND CH) o.
SEISMIC DESIGN CATEGORY C(SFD EXEMPT) NOT S W�
o
A. COEFFICIENT TO BE MULTIPLIED BY THE DEAD LOAD, w
m!
BASIC WIND SPEED 115 MPH MINIMUM FIXTURE CLEARANCES B. IF SOILS ENCOUNTERED ARE EXPANSIVE, COMPRESSIBLE, SHIFTING,OR HAVE OTHER UNKNOWN CHARACTERISTICS,OR IF DRAWING NO. a
THE SOILS ARE ANTICIPATED TO HAVE A BEARING CAPACITY LESS THAN 1,500 PSF,A SOILS INVESTIGATION SHALL BE
J;
CONDUCTED TO VERIFY FOUNDATION DESIGN.
DW(:%1' 6
z�
QF
a!
OF 6 i
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