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PLANS I GENERAL NOTES GENERAL NOTES CONT'D TABLE R301.2(1) 1. DESIGNED IN ACCORDANCE WITH 2O15 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% CUMATIC 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 SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN 2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN REQUIREMENTS. SNOW DESIGN CLIMATE DIMENSIONS OR ELEVATIONS. SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE o DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL ZONE 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 m f a DEPTH b TEMP e REQUIRED h 9 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 3 OF PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS OR MATERIALS SHOWN ON THE MINIMUM AIRFLOW RATE AS SPECIFIED. INTAKE AND EXHAUST OPENING LOCATIONS SHALL BE COORDINATED WITH 50 115 NO NO NO B SEVERE 4 FT SLIGHT-MOD 0° F YES NO 2500 45.2° F 6A 9 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 111 MILE PER HOUR=0.447m/s CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION; 9 NOTES: I- 4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. DWELLING SIZE 0C 2-38R 4-5BR 3 a. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE E CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. 15 1-3 00 SF 45CFM 60CFM 75CFM WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX,"NEGLIGIBLE,""MODERATE"OR"SEVERE"FOR CONCRETE AS DETERMINED FROM FIGURE R301.2(3).THE GRADE tOj 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. ci 4501-6000 SF 75CFM 90CFM 105CFM b. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1).THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM W c 6. ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R DEPTH OF FOOTING BELOW FINISH GRADE. INTERNATIONAL RESIDENTIAL CODE SHALL BE PROVIDED WITH A MANUFACTURERSERS LABEL, INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION;THE 2015 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 � 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. C 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)AJ.WIND EXPOSURE CATEGORY SHALL BE J W Iz m 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. •.I W a)REQUIREMENTS. e. THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 9712-PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL a Q 50%-MULTIPLY REQ D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 2 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 > 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. �I�w HABITABLE ROOMS AT THE DESIGN TEMPERATURE. t THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1. 1r� 18. INTERIOR AND EXTERIOR STAIRS AND LANDINGS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO g. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF 8. TOILET, BATH,AND SHOWER FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE MINIMUM FIXTURE ILLUMINATE THE LANDINGS AND TREADS TO A LEVEL OF NOT LESS THAN 11 LUX OR 1 FC.A SWITCH OPERATING THE FIRST CODE OF ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS), (B)THE DATE(S)OF THE FLOOD INSURANCE STUDY AND(C)THE PANEL NUMBERS AND DATES OF THE ■� CLEARANCES DIAGRAM. LIGHTING SHALL BE INSTALLED AT EACH FLOOR LEVEL THAT ACCESSES THE STAIRWAY. CURRENTLY EFFECTIVE FIRMS AND FBFMs OR OTHER FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED. W 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 m 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-DAYS)FROM FIGURE R403.3(2)OR FROM THE 100-YEAR(99 t 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)." LU •-' 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 ■` K O WITH MINIMUM 12 INCH GYPSUM BOARD WHICH IS MECHANICALLY FASTENED TO SUPPORT STRUCTURE. 24-INCHES AND CLEAR WIDTH OF 20-INCHES.SILL HEIGHTS FOR ESCAPE AND RESCUE OPENINGS SHALL NOT BE METHOD(BASE 32°F)." 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. rn 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 R310.2.3.1. EXIT DOORS MAY BE USED TO SATISFY ESCAPE AND TABLE WITH "YES"AND IDENTIFY ANY SPECIFIC REQUIREMENTS. OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE. . RESCUE REQUIREMENTS. m. IN ACCORDANCE WITH SECTION R301.2.1.2.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE(S).OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS 12. FIREBLOCKING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL PART OF THE TABLE. gi 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 z 53 F4 } CEILING AND FLOOR LEVELS, AND IN ALL VERTICAL OR HORIZONTAL CAVITIES EXCEEDING 10 FT IN AIR CHANGES PER HOUR. NOTICE: REVIEWEp FOR `n `' N rn H LENGTH OR HEIGHT AT INTERVALS NOT TO EXCEED 10 FEET. BATTS OR BLANKETS OF MINERAL OR Smoke detectors are required in bedrooms, , D m } � N Q GLASS FIBER INSULATION OR SOLID WOOD BLOCKING SHALL BE USED FOR FIREBLOCKING.REFER TO 21. ENERGY CODE COMPLIANCE FOR THIS HOME UTILIZES THE TOTAL UA ALTERNATIVE OUTLINED IN R402.1.5. SEE adjacent to bedrooms and on each floor ENERG ��,ODE COMPLIANCE �■I� ' Z 0) level including R302.11 FOR ADDITIONAL REQUIREMENTS. PROJECT SPECIFIC RESCHECK CERTIFICATION AND CALCULATIONS FOR MINIMUM INSULATING AND PERFORMANCE g cellar or basement. � � vi r. CY REQUIREMENTS OF THE THERMAL ENVELOPE. All smoke detectors&carbon monoxide TOWN OF QUEEhISBUFY c FU � OD 13. ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQUARE FEET.OPENINGS SHALL BE detectors shall be Interconnnected with m LL batte backup BUILDING & COC1 S o-17 ui 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 rY p and located on all levels. C? rn c HEIGHT. TRUSS CAVITY WITH ONE END NEAR THE VENTED SOFFIT AND THE OTHER EXTENDED ALONG THE UNDERSIDE OF THE oCarboe monoxide detectors are required Review d ,yy > - �i ROOF SHEATHING CLEAR OF INSULATION. teepin areas and on all levels. Date. Z� 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 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 NOTICE 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. TOWN OF QUEENSBURY REGULATIONS SHALL IL CONSIDERED CATO BS PART KRAFT PAPER INSULATION OF THE BUILDING DETAILS AND SPECIFICATIONS D BUILDING DEPARTMENT 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. MUST BE COVERED BY Based r our limited examination,compliance AND REGULATIONS AND THE INFORMATION SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12-INCH GYPSUM BOARD. with our comments and not be construed in CONTAINED H THESE PLANS EXIST,THE MORE indicating the plans and s eciflCations are in STRINGENT SHALL APPLY UNLESS THE INFORMATION NON-COMBUSTIBLE BARRIER full compliance with the Kilding Codes of SHOWN,cam IN WHICH IMPLITHE A VIOLATION New York State. OR REGULATION SHALL TAKE PREFERENCE OVER PLANS. DIG SAFELY NEW YORK --. .....__ -....--................._..........._ -..... -.._..,..,. ..................._.-. _ .,....._.........,... -.._,_... ........_ ...__.... .._ .,.... .. -.......__...... _ _ -_._..... -..... ..,. _.. -... . ......,........... . .. .....__.. ...........,.-. .. . .... •CALL BEFORE YOU DIG -WAIT THE REQUIRED TIME CONFIRM UTILITY RESPONSE �O�I�� -RESPECT THE MARKERS -DIG WITH CARE FOAM INSULATION MUST BE SAFE DIGGING IS EVERYONES RESPONSIBILITYI 12 7:12 -12 ��`' COVERED BY A 15 MINUTE 7 12 - PLEASE C�dosALL 8 ynewyork.o BEFORE YOU DIG. VISIT www.dgsafelynewyork.00m FOR ADDITIONAL ��-- 7 � HERMAL BARRIER I IT IS A VIOLATION OF SEC71ON 7209 SUBDIVISION 7 - 2 OF THE NEW YORK STATE EDUCATION LAW 1 FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. ENGINEER,TO ALTER THIS DOCUMENT IN ANY - _ WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED,THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY"FOLLOWED BY HIS .. ..1 SIGNATURE THE DATE OF SUCH ALTERATION "• "° AND A SPECIFIC DESCRIPTION OF THE ALTERATION. RH� I � --� - o ENGINEERS STAMP: I1 r . . .®.. .... .. _ ... . .... .. ............_i _aa�.. ..a .. ....„. ��� F7DEST TFIS COPYORA DOCLNEIR i III III) IIII. BASEMENT EGRESS WINDOW AND NOTE:ALL FEATURES AND FINISHES SHOWN ��r-� ENCLOSURE/ESCAPE WELL SEE NOTES NOTE A _ �� ARE CONCEPTUAL ONLY AND SHALL BE (I I IIII IIII ON FDN PLAN AND DETAILS FOR MORE FRONT ELEVATION VERIFIED WITH OWNER/BUILDER PRIOR TO CONSTRUCTION ; III IIII IIII INFO ��QA do 07 1/4„=1'-0" ���==J`-�==��� LEFT ELEVATION �°F���►oN 1/4"=1'-0" _ - DEC � � � � � REVISIONS JUN 2 0 2018 J�1 5 4 TOWN OF QUEENSBURY 7.12 3 BUILDING&CODES Z 2 UJ W w PROJECT NO. : 1341 - _ SCALE: AS NOTED m DATE: 6/18/18 N U DRAWN BY: VISION z L PROJECT: DW 0 - I FOOTHILLS BUILDERS fu 51 JOHN CLENDON DR W . IM' DRAWING TITLE U� CY _....,..... _ ..,..., ..,.,., . . .,..,. ,.... 8 inuuo BUILDING .,.,..,.. ELEVATIONS WLU �. ,L Z I-A! DRAWING NO. o 295.15-2-14 RC-0380-2018 �k REAR ELEVATION RIGHT ELEVATION Foothills Builders N „_ , 51 John Clendon Road, Lot 17 DWG =lo 1/4"=1'-0" 1/4 -1 -0 SFD w/gas FP 1422 s.f., Gar. 528 s.f. lu a0 OF 6 W g U 55'-0" 5'-4" 7W 3/4" **14'-3 1/4" **10'-6 3/4" 1 V-6 1/4" 5'-8" TOWN OF QUEENSBURY **61-9-1 BUILDING & COD Reviewed y: Y 0 Date: 3 TON/N OF QUEENSBURY 3� BUILDING DEPARTMENT H Based on our limited examination com lianc: ICE AND WATER SHIELD � p EXTEND MIN.2'-0" BEYOND virh our comments shall not be construed a: . E indicating the plans and gppecificadlons are ii U INSIDE WALL LINE(TYPICAL) ull compliance with the Luilding Codes c SEE NOTES FOR MORE INFO idew York State. BASEMENT STAIR I I I I c 11 R AT 7.64"t(FV) I I I I PREFABRICATED ROOF V 10T AT 9.0"t 12 7:11 a)TRUSSES @ 24"O.C. (TYP.) J � 0) o x J coN - - - - - - - - - - - s CIO MODERN VIEW 3100/6068 11 1 E B VINYL48" LIDER q I 1 I I SCISSOR TRUSSES -011 O O (6' "x R.O.) O 1 I AT CATHEDRAL „ 11 12 I 7:12 CLG,SEE PLAN 1 "u I 14-5 � 1 I N o " o•o �, 1 AND NOTES FOR 11 0 1/2" / e • 1 (TYP. U.N.O.) 11 MORE INFO I Z 3 HDW 11 CONTINUOUS RIDGE I 11 W ., 23'-4" 10'-5" 11 VENT(TYP.) I I - - - i 1 �TE: _ W c W 1 IL Ch KITCHEN LAYOUT OVERFRAMED ROOF TRUSSES 11 I I NOTE: TRUSS S WITH THREE 1 I W BEARING POI TS AT PORCH 1 _ FAN MASTER 1 KITCHEN SHOWN IS SCHEMATIC DINETTE 9 BEDROOM 2 OR 2X8 RAFTERS @ 24"O.C. 7:12 I I _ O ® BEDROOM O 1 ONLY-COORDINATE o (TYPICAL AT SHADING I\\�`•�I) 11 1 AND GARAGES 1 I TEMP ° r 1 FINAL LAYOUT WITH 1 L - - - - I I I1 > SMOKE MAST 1 OWNER PRIOR TO ALARM BATH - 1 CONST. ® 0 04 6 6'-7112" 11 �� �� �� �� L =_#_ - - �- 1 N T 00 36"VAN SMOKE �- LINE OF FLAT CEILING 2X4 AT 24"OC INFILL - 2 I ` w `� `� �7:12 7:12 I to N 0) _ o ° ALARM B m 1 1 ` ` ` ` ` 11 O N Z rn J 2 ABOVE FRAMING AT SCISSOR 0 I ` li ` ` N } 5 BI-PASS 1 - - - - - - \ I ti (V Q N 26 ® MIN.22X30 ATTIC 4'-2 1/2" - TRUSS FOR FLAT CLG �_� \_ �.� 0 C c� ACCESS 3-0 (WALL TO COMMON G - _� _ _ _ J (n A �- C� w �i = MIN 22X30 OPNG. IN LOW ROOF 1 11 - _ _ - I -� 00 PANTRY TRUSS) �G� I N SHEATHING BELOW FOR ATTIC 1) II FP FLUENENT I - 4) L v - - 4 I I I in - - - - - - - - - - - - - - - - - - - - _ ACCESS (TYPICAL ATOVERFRAMED I _/ .� F. I - I GIRDER TRUSS 1 8'-5 111/ " .,6 6'-6" C.O. �` (4:12 CATHEDRAL CEILING) CIO. - „ ROOF AREAS) co _� o X L - - - DET. 20 ( - 1 - p�T. ° 8 i � 11 7:12 11 N C� a li M m i " GREAT ROOM 11 7:12 11 ;n iv ti 1 1 O SMOKE 3s°VAN _ PREFABRICATED ROOF 1 = 11 W.I.C. LAU RY ALARM 1 ( ) xl 1 Z ALARM FAN -1 TRUSSES @ 24"O.C. (TYP.) VAULTED CLG \ 11 _ _ _ _ 11 THE TRUSS LAYOUT SHOWN IS FOR REFERENCE ONLY. ALL FEDERAL,STATE,AND LOCAL CODES AND 28 ® _ 1 1 BATH V) I REGULATIONS SHALL BE CONSIDERED TO BE PART = a, 5'-1 1/2" CO °' ( s THE TRUSS MANUFACTURER AND DESIGNER SHALL DETERMINE OF THE BUILDING DETAILS AND SPECIFICATIONS HEREIN.IF DISCREPANCIES BETWEEN THE CODES o I EO 2 L -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ FINAL LAYOUT OF TRUSS FRAMING. CONTRACTOR SHALL REFER AND REGULATIONS AND THE INFORMATION - I MUD RM 2' 1" _ = GAS BURNING FIREPLACE INSERT- _ I '� TO TRUSS DRAWINGS SUPPLIED BY MANUFACTURER FOR FINAL CONTAINED ON THESE PLANS EXIST,THE MORE LO 9-6" 2s 40 COORDINATE STYLE AND FINISH 3'45" GABLE END TRUSS,TYPICAL LAYOUT, DESIGN,AND INSTALLATION INSTRUCTIONS. STRINGENT SHALL APPLY UNLESS THE INFORMATION 28 B.F. 1; WITH OWNER PRIOR TO CONST.- SHOWN,DESCRIBED,OR IMPLIED IS VIOLATION �� ch DIN OF THE CODE,IN WHICH CASE THE CODE OR 5-5 1/2 INSTALL PER MANUF. SPECS. iV REGULATION SHALL TAKE PREFERENCE OVER PLANS. FIRE DR 0 _ DIG SAFELY NEW YORK -� 18'-0 1/2" 6 BI-PASS O CALL BEFORE YOU WAIT THE REQUIRED TIME BASEMENT STAIR STEP I -CONFIRM UTILITY RESPONSE RAISED HEARTH-COORDINATE 26 RESPECT THE MARKERS 13R AT 7.96"t STYLE AND FINISH WITH 30 0P ROOF P LAN -DIG WITH CARE 12T AT 9.5"t � BEDROOM 3 OWNER PRIOR TO CONST. SMOKE 1/8"=1'-0" SAFE ALARM SEE SECTIONS FOR PLEASE CAILLG I800-62 762 BEFORE YRESPONSIBILITY! u�i�I 1/2"GYPSUM WALL BOARD \O - ADDITIONAL INFO ON GARAGE WALLS I �- VISIT MATT gsafelynewyork.com FOR ADDITIONAL INFORMATION. COMMON WITH DWELLING O STEP IT IS A VIOLATION OF SECTION 7209 SUBDIVISION COVERED D 2 OF THE NEW YORK STATE EDUCATION LAW BUILT-UP STUD ROOF NOTES: FOR ANY PERSON,UNLESS ACTING UNDER THE 2BSELF-CLOSING 20-MIN FIRE D3ROPPED PORCH q COLUMNS AT POINT 1. ROOF UNDERLAYMENT: UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE DIRECTION OF A LICENSED PROFESSIONAL RATED DOOR ASSEMBLY LOADS TYPICAL EAVE AND LAPPED MINIMUM 2 INCHES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET BY AT ENGINEER,TO ALTER THIS DOCUMENT IN ANY PORCH (CONCRETE) (TYPICAL) WAY.IF AN ITEM BEARING THE SEAL OF AN BEAM AT LEAST 6 FEET. ENGINEER IS ALTERED,THE ALTERING ENGINEER 2. ICE PROTECTION:AN ICE BARRIER CONSISTING OF SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN SHALL AFFIX TO THE ITEM HIS SEAL AND THE EDGE ��, �� I I12'-5" NOTATION"ALTERED BY"FOLLOWED BY HIS ;0, PLACE OF UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR SIGNATURE,THE DATE OF SUCH ALTERATION, WALL LINE OF THE BUILDING, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 0 2-CAR GARAGE O 1 I 3. BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 0 -0O BASE AND CAP FLASHING SHALL BE OF CORROSION RESISTANT METAL MINIMUM 0.019-INCH THICKNESS. N 4. VALLEYS: CLOSED VALLEYS (COVERED WITH SHINGLES)SHALL BE LINED WITH ONE LAYER OF SELF-ADHERING POLYMER z CODE REQUIRED z �- EXTERIOR PORCH MODIFIED BITUMEN SHEET,THE VALLEY LINING SHALL BE AT LEAST 36 INCHES WIDE.OPEN VALLEYS(VALLEY LINING i. FIRE RATED SEPARATION L� COLUMNS COORD. EXPOSED)SHALL BE LINED WITH CORROSION RESISTANT METAL AND SHALL BE AT LEAST 24 INCHES WIDE. COPPER LININGS a; INSTALL 1/2"GYPSUM WALL ai STYLE AND FINISH SHALL BE MINIMUM 1 LB WT.,AND ALUMINUM SHALL BE MINIMUM 0.024-INCH THICKNESS. BOARD ON GARAGE CEILING 5. ALL VERTICAL SIDEWALLS SHALL BE FLASHED WITH METAL AND SHALL BE BY THE STEP-FLASHING METHOD. � M WITH BUILDER 6. FOR SLOPES LESS THAN 5 VERT. IN 12 HORIZ. INSTALL UNDERLAYMENT IN THE FOLLOWING MANNER:APPLY A 19-INCH STRIP (LOAD BRG.-MIN. OF UNDERLAYMENT PARALLEL WITH AND STARTING AT THE EAVES,THEN STARTING AT THE EAVE APPLY 36-INCH WIDE 0 0 5000#LOAD EA.) ENGINEERS STAMP: o SHEETS, LAPPING SUCCESSIVE SHEETS MINIMUM 19 INCHES. 1 � N 7. TREY CEILING SHALL ALLOW FOR A V-0"RECESS CEILING HEIGHT AT THE CENTER AREA WITH A 24-INCH FLAT CEILING AT THE r- PERIMETER OF THE RECESS,WHEN SHOWN OR SPECIFIED ON PLANS. 8. CATHEDRAL CEILING,WHEN SPECIFIED ON PLANS,SHALL HAVE INTERIOR CEILING SLOPE OF 4H:1V UNLESS NOTED OTHERWISE. 9. CONTRACTOR AND/OR TRUSS MANUFACTURER TO COORDINATE AND ADJUST HEEL HEIGHT OR OVERHANG LENGTH OF TRUSSES AND RAFTERS FOR ROOF AREAS WITH VARYING ROOF PITCHES AND AT INFILL AREAS(SUCH AS PORCHES)TO IF THE STAMP AND SIGNATURE ON THIS DRAWING ARE NOT IN BLUE ALIGN THE FASCIA AT EXTERIOR PERIMETER OF BUILDING. INK,THIS SET OF CONSTRUCTION DOCUMENTS MAY BE AN ILLEGAL COPY OR A MODIFIED DUPLICATE OF THE ORIGINAL PLANS.DOCUMENTS 160 X 70 O.H. DOOR NOT CONTAINING AN ORIGINAL STAMP AND SIGNATURE SHOULD NOT BE USED TO OBTAIN A BUILDING PERMIT OR FOR CONSTRUCTION. HEADER 12-0 12-0 8'-3 7/8 6'-3 5/8 3-0 1/2 6'-8" 6-8 Daniel W.Ryan P.E. 2018.07.0913:11:31 -04'00' 24'-0" 17'-8" 13'4" 55'-01, WINDOW SCHEDULE REVISIONS DESIGNATION MODEL# ROUGH OPENING (WxH) GLASSNISIBLE LIGHT CLEAR OPNGNENT AREA REMARKS 5 4 FIRST FLOOR PLAN OA O 3050 3'-0"X 5'-0" 11.4 5.2 SINGLE HUNG 1/4"=1'-0" TOTAL LIVING SPACE= 1422 S.F. NOTE: USE PRE-CUT 3 z STUDS FOR FIRST FLOOR B 3030 3'-0"X X-0" 6.2 2.6 SINGLE HUNG 2 W CEILING HT 8'-1 1/8 W 1 z OC 2030 2'41 X 3'-0" 3.8 1.6 SINGLE HUNG W PLAN NOTES: PROJECT NO. : 1341 0 1. ALL EXTERIOR WALLS ARE 2X6, UNLESS NOTED OTHERWISE. 2. ALL INTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE. OD 2850-2 5'-4"X 5'-0" 19.8 9.0 TWIN SINGLE HUNG SCALE: AS NOTED m 3. ALL INTERIOR DOORS SHALL BE PRE-HUNG 6-PANEL DOORS, UNLESS OTHERWISE NOTED.VERIFY WITH BUILDER OR OWNER PRIOR TO CONSTRUCTION. z 4. WALL DIMENSIONS INDICATED ARE TO FACE OF STUD, UNLESS NOTED OTHERWISE. OE O 3050-2 6'4"X 5'-0" 22.8 10.4 TWIN SINGLE HUNG DATE: 6/18/18 0 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) 0 2X10 FOR 2X6 WALLS AND (2)2X12 FOR 2X4 WALLS, UNLESS NOTED OTHERWISE. DRAWN BY: VISION W 6. INSTALL HEADERS AT NON-LOAD BEARING WALL LOCATIONS WITH MINIMUM 1 1/2 INCHES BEARING. 7. INSTALL HEADERS AT LOAD BEARING WALLS WITH MINIMUM 3" BEARING EACH SIDE WHEN THE SPAN IS 51FT OR GREATER. USE MINIMUM 1 1/2" BEARING NOTES: PROJECT: W EACH SIDE WHEN THE SPAN IS UNDER 5FT.WHERE POINT LOADS EXIST OVER HEADERS INSTALL DOUBLE JACK STUDS FOR A MINIMUM OF 31,BEARING 1. ALL WINDOWS SHALL BE MANUFACTURED BY MODERN VIEW-VINYL SINGLE HUNG WITH LOW E. VERIFY FINISHES AND OPTIONAL FEATURES WITH OWNER W EACH SIDE, U.N.O. PRIOR TO CONSTRUCTION. PROVIDE SCREENS AT ALL OPERATING UNITS. FOOTHILLS BUILDERS m Uj 8. INSTALL WATER CLOSETS, LAVATORIES,AND SHOWERS WITH CLEARANCES AS INDICATED IN TABLE ON DRAWING#6. 2. REFER TO DRAWING#6 FOR NATURAL LIGHT AND VENTILATION CALCULATIONS. 3 f2 9. EACH BATHROOM EXHAUST FAN MUST BE VENTED DIRECTLY TO THE EXTERIOR. 3. Q INDICATES UNIT COMPLIES WITH 5.0 SQ. FT. EGRESS REQUIREMENTS FOR GRADE FLOOR OPENINGS. 51 JOHN CLENDON DR Wm 10. 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 IN FIRST BAY ADJACENT TO RIM JOIST. SEE SECTIONS AND DETAILS FOR MORE INFORMATION. 4. INDICATES UNIT COMPLIES WITH 5.7 SQ. FT. EGRESS REQUIREMENTS FOR ALL OPENINGS. 00 a 11. INSTALL DOUBLE FLOOR JOISTS AT 16"OC WHERE TUBS AND PARALLEL PARTITION WALLS OCCUR ABOVE. 2 DRAWING TITLE p- Uj 12. GARAGE EXTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE. 5. ALL MULTIPLE-UIT WINDOWS SHALL BE FACTORY MULLED, UNLESS NOTED OTHERWISE.VERIFY WITH MANUFACTURER PRIOR TO CONSTRUCTION. X N J Ch 13. FLUSH FRAMED 2X10 FLOOR JOISTS OR BEAMS SHALL HAVE SIMPSON U210 16GA FACE MOUNT HANGERS TO SUPPORTING MEMBER(USE MULTIPLE PLY 6. CONTRACTOR SHALL VERIFY ALL WINDOW SPECIFICATIONS, ROUGH OPENINGS,AND AVAILABILITY WITH MANUFACTURER PRIOR TO CONSTRUCTION. FLOOR & ROOF o HANGERS AS REQUIRED, U210-2, U210-3, ETC). 7. ALL EXTERIOR FRENCH DOORS OR SLIDERS SHALL BE MANUF. BY MODERN VIEW. MATCH FINISH WITH WINDOWS AND VERIFY OPTIONAL FEATURES WITH PLANS W 14. INSTALL A CONTINUOUS ROW OF 2X SOLID BLOCKING AT MID-HEIGHT OF INTERIOR BEARING WALLS. BUILDER PRIOR TO CONSTRUCTION. 0 tm 15. AT EXTERIOR EXITS IF SITE GRADING REQUIRES MORE THAN ONE TREAD TO GRADE, INSTALL LANDING(UNLESS AT PORCH), TREATED STAIR, GUARDS, 8. ALL WINDOWS ROUGH OPENINGS SHALL BE PLACED AT 6'-10"ABOVE SUBFLOOR. w z AND HANDRAIL PER CODE. SEE NOTES FOR MORE INFORMATION. 9. ALL WINDOWS MUST BE INSTALLED WITH A CHILD SAFETY LOCKING MECHANISM PREVENTING THE WINDOW FROM OPENING MORE THAN 4-INCHES WHEN ' o Ln 15. CONTRACTOR TO INSTALL ATTIC ACCESS IN ACCORDANCE WITH CODE REQUIREMENTS. COORDINATION LOCATION IN FIELD. MINIMUM ATTIC OPENING THE SILL IS LESS THAN 24-INCHES ABOVE THE FLOOR AND/OR THE SILL IS GREATER THAN 72-INCHES ABOVE OUTSIDE ADJACENT GRADE. DRAWING NO. Z SHALL BE 22"1 AND THE PERIMETER SHALL BE SEALED WITH A COMPRESSIBLE GASKET WITH FULL INSULATION DEPTH OVER THE ACCESS DOOR. a 16. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND INFORMATION. DWG =2 w ZU aO OF 6 m0 F- U 55'-0" 64" 49'-8" Y TYPICAL ROOF CONSTRUCTION 3 -ASPHALT ROOF SHINGLES - 15#BUILDING PAPER 12 - 1/2 INCH APA ROOF SHEATHING W _ _ _ _ _ _ -ENERGY TRUSSES AT 24"OC W/H2.5 I' AND RAISED HEEL -SNOW AND ICE SHIELD AT PERIMETER o EXTEND 24 INCHES INSIDE EXTERIOR v T/FDN WALL MIN 8"-16"BELOW WALL LINETYPICAL C WALL ELEVATION. FIIE ION DT VERIFY T/WALL W o I j I I I ELEVATION TO COORDINATE WITH SIMPSON H2.5(TYP) > c co I / I I / I FINISHED GRADE ALUMINUM DRIP EDGE(INSTALL J I % I UNDER AND TRIM &WATER MEMBRANE), J N c W c TRIPLE RIM JOIST OVER OPNG(U210 1. a N 1 j/ 1 I / I I� 2X6 SUB-FASCIA w I I j�—FM HANGERS ON FLR JSTS) ILL - - ! L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - % FIBERGLASS BATT INSUL(MIN.R-38) VENTED SOFFIT _ _ I 8'-0" R-19 FIBERGLASS ROLL I �� co BASEMENT STAIR , INSULATION WITH FSK FACING I I 1 0 1 W m 1 11RAT 7.64"t(FV) UN-FINISHED BASEMENT N 0 CD 10T AT 9.0"t X OVER CONTINUOUS 2X4 1 Z 3 DOUBLE TOP PLATE -� TYPICAL WALL CONSTRUCTION I 1 4"THICK CONCRETE SLAB ON y _ o FURRING TOP AND BOTTOM I I _ N I GRADE OVER 10"COMPACTED � � I I ( � -EXTERIOR VINYL SIDING AND TRIM W O (TYP.AT PERIMETER) - 1/ 12 NCH PA WALL SHEATHING W c SUBBASE&6 MIL. POLY VAPOR F 0 1 I -2X6 STUDS AT 16 INCHES O.C. �� x O ICI I I -6 INCHES FIBERGLASS GATT INSULATION � W � BARRIER. T/SLAB ELEV. (+0'-4") o 1 cq n 0 I I (MIN. R-21). Fn ADJUSTABLE STEEL I= 16"X 8"CONTINUOUS CONC. SMOKE C.O. N -� 1ST FLOOR -4 MIL. POLYEHTYLENE VAPOR BARRIER I 2'-0"X2'-0"X1'-0"THICK r cn COLUMN-SEE TYP. I I ■ , j ALARM DET. - 1/2 INCH GYPSUM WALL BOARD W FOOTING WITH (2)#4 REINF. INTERIOR FOOTING W/(3)#4 ® DETAILS FOR MORE I I 2X6 P.T.SILL PLATE cs, CONTINUOUS(TYPICAL)- INFO. (TYP. 7 LOC'S.) I I T/FOOTING ELEV. (+0'-0") REINF. EACH WAY-T/FTG. l" o ELEV. (+0 0 )(TYP.7 LOC S.) I I BOTTOM PLATE(TYPICAL) 2 o 0 I I 8'8'-0" 8'-0" -0 8-0 - - N Nrn COo CV 2X10 RIM JOIST(TYPICAL) O } N Q N 1 F F - 7 F F -1 F - F 7 I I 2X10 FLOOR JOISTS 6 INCHES FIBERGLASS BATT INSULATION Z p r (MIN. R-21) (TYPICAL AT RIM JOIST)© - I I O— I o N ILL 1 DROP GRADE MINIMUM 6" INLo I 2X4 AT 16 OC (3)2X10 SYP I I u� ,'�— FIRST 10'-0" (TYPICAL AT PERIMETER) cp O i< BEARING WALL (DROPPED) BEAM POCKET-SEE I I o III( 11�II111 > o - m 6'-2 1/2" 9'-91/2" TYPICAL IIIII�i 1 , OR MORE ENFORM ON DRAWING I I M N a ILL ry I I FULL HT. CONTINUOUC 8"WALL o I r - - - - - - - - - - -`\\\-I� REINFORCE FDN WALL X PERIMETER FSK FACED ALL FEDERAL,STATE,AND LOCAL CODES AND 1 " -IN"," `�` ""�``>" SEGMENT W/#4 VERTICAL o BASEMENT SASH (TYP.)- I I FOUNDATION DAMPPROOFING REGULATIONS SHALL BE CONSIDERED TO BE PART N I L - BATT INSULATION OF THE BUILDING DETAILS AND SPECIFICATIONS I - - - - - - - - - -� @ 24"O.C.AT COMMON _ D COORDINATE QUANTITY - O I HEREIN.IF DISCREPANCIES BETWEEN THE CODES 1 WALL WITH GARAGE AND AND LOC'S.W/BUILDER 1 I N AND REGULATIONS AND THE INFORMATION o PORCH °' PRIOR TO CONST. CONTAINED ON THESE PLANS EXIST,THE MORE I UP \ n O I I 4 INCH CONCRETE SLAB BASEMENT STRINGENT SHALL APPLY UNLESS THE INFORMATION - - - - - - - - - - - - - - - - - - - - - - - I I ON GRADE OFOTHECODERNWHICOR IMPLIED IS A HCASETHECODEORTION � 8" FOUNDATION WALLI I o FOUNDATION WALL(SEE REGULATION SHALL TAKE PREFERENCE OVER PLANS. - - - - - - - - - - - - - - - - - - - - _ - - - - - - � I (TYPICAL) #2CRUSHEDSTONE TYP. FDN.WALL DETAIL) i ( DIG SAFELY NEW YORK I I OR SAND/GRAVELSUBBASE -CALL BEFORE YOU DIG 16"X 10"X 1 V-0" LG I I AND 6 MIL.VAPOR BARRIER -WAIT THE REQUIRED TIME I CONC. FOOTING WITH(2) I I CONFIRM UTILITY RESPONSE 1 I I a (3)2X10 (DROPPED) RESPECT THE MARKERS #4 REINF. CONTINUOUS I I T/FOOTING ELEV. (+0'-0") I L — — — — — — — — — — — — — — — — — — — — — — — —I I— DIG WITH CARE ES RESPONSIBILITY! I I _ _ I UNDISTURBED SUBGRADE SAFE DIGGING Is EVERYON L I I I PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. � F � 1 r - - - - - - - - - - - - - - - - - - - - - -� I 6,_8„ L J 6,_8„ I I VISIT www.digsafelynewyork.com FOR ADDITIONAL I I U) 4"THICK CONCRETE SLAB ON � 1 I = I 1 - I I INFORMATION. GRADE OVER 6"COMPACTED r I I I IIIII�IIIIII � 2 F THE NEW Y RK STATE EDUCATION LAW _ J- IT IS A VIOLATION OF SECTION 7209 SUBDIVISION I I �— ^ —I O O m SUBBASE.T/SLAB ELEV. (+7'-6"t) -0 1 I U, I I m I L FREE DRAINING SAND BACKFILL FOR ANY DIRECTION PERSON,UNLESS ACTING PROF SUNDER THE SIONAL ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN 1 D7 W I r L — — — — — — — — — — — — — _. J 1 I� ENGINEER IS ALTERED,THE ALTERING ENGINEER TWO-CAR GARAGE HIS SEAL AND THE � I I " 1 I II TYPICAL 1-STORY BUILDING SECTION NOTATION"A EREDSHALL AFFIX TO THE IBY"TEMFOLLOWED YHS I I TI UNEXCAVATED I I 4 t THICK CONCRETE SLAB ONE- — — — — — — — — — — — — — — — — — J I NOT TO SCALE SIGNATURE,THE DATE OF SUCH ALTERATION, I i 1 GRADE OVER COMPACTED - - - - —I I1 AND A SPECIFIC DESCRIPTION OF THE ALTERATION. N 1 I I I SUBBASE.T/SLAB ELEV. (+8'-4") _ 1 1 i i INDICATES APPROX. I I �IN11 STEPPED FTG. - - I I 0o LOCATION-SEE 1 I I I DETAIL DRAWING#6 NOTCH TOP OF FOUNDATION I 1 FOR ADDITIONAL i�l = % o z WALL(44')BELOW TOP INFORMATION / GRADE I I OF SLAB ELEVATION INDICATED I 1 i - ENGINEERS STAMP: I I AND OVERPOUR CONCRETE I I / w SLAB. SEE TYP. DETAILS(TYP. AT SHADING) � z I L _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — 1 % ILL IF THE STAMP AND SIGNATURE ON THIS DRAWING ARE NOT IN BLUE #4 HORIZONTAL INK,THIS SET FI CONSTRUCTION DOCUMENTS MAY N .D ILLEGAL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J / BUILDING COMPONENTS COPYORAMODIFIEDDUPLICATEOFTHEORIGINALPLANS.DOCUMENTS L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / � /� NOT CONTAINING AN ORIGINAL STAMP AND SIGNATURE SHOULD NOT BE SEE GARAGE SECTION USED TO OBTAINABUILDINGPERMITORFORCONSTRUCTION. BITUMINOUS FOUNDATION 00 8" FDN. DAMPPROOFING 4 INCH CONCRETE U T-9 3/4" 16-4 1/2" T-9 3/4" / WALL 2X4 OR 2X6 P.T. BRG. PLATE SLAB ON GRADE OVER cn VERTICAL REINFORCING COMPACTED FILL w (SEE PLAN FOR WALL SIZE) 24'-0" 17'-8" 13'-4" WHERE SPECIFIED ON PLAN Daniel W.Ryan P.E. AND SUBBASE Q Y SEE FDN PLAN AND > 2018.07.09 13:12:46-04'00' 55'-0" �\ PLAN NOTES - co / BASEMENT % I REVISIONS #4 HORIZONTAL AT WALL MID-HT 1 5 T/FOUNDATION WALL ( PERIMETER BASEMENT #4 HORIZONTAL 4 FOUNDATION PLAN ELEVATION (+8'-0") / INSULATION PER FDN PLAN 3 c� (TYPICAL, UNLESS NOTED GRADE w OTHERWISE) I I�I I I 2 z z PLAN NOTES: #4 HORIZONTAL z 80 - 1.ALL FRAMING DENOTED AS (SYP)SHALL BE SOUTHERN YELLOW PINE AS SPECIFIED IN THE MATERIALS NOTES ON DRAWING#6. / I (REQUIRED FOR 9FT PROJECT NO. : 1341 g > 00 2. FOR HEADERS AND BEAMS AT FLR JOISTS INSTALLED FLUSH, USE SIMPSON U210 16 GA FACE MOUNT JOIST HANGERS (TYP.) i I FDN WALL HT ONLY) > 3. DO NOT BACKFILL FOUNDATION WALLS MORE THAN 4'ABOVE TOP OF FOOTING UNTIL WALLS ARE BRACED BY FLOOR FRAMING WITH y ' SCALE: AS NOTED m SHEATHING INSTALLED. j I cn. w > 4.THE DROPPED BASEMENT BEAM SHALL BE SPLICED ONLY OVER SUPPORT COLUMNS. 4 r NOTE: NO VERTICAL FOUNDATION DATE w : 6/18/18 Z 5. REFER TO TYPICAL FOUNDATION SECTIONS AND DETAILS FOR REINFORCING AND OTHER REQUIREMENTS NOT SPECIFIED ON PLAN. / WALL REINFORCING REQUIRED AT z o " I FROST WALLS BACKFILLED ON ' Z � _ DRAWN BY: VISION W 6. COORDINATE QUANTITY AND LOCATIONS OF BASEMENT SASHES DESIRED BY OWNER/BUILDER PRIOR TO START OF CONSTRUCTION. 7. NAIL EACH LAMINATION OF DROPPED MULTI-PLY FLOOR BEAMS WITH (3) 16d AT 16"OC FOR ENTIRE LENGTH. MULTI-PLY LVL BEAMS i BOTH SIDES EVENLY. I -v FREE DRAINING SAND BACKFILL b it 0 - o SHALL BE BOLTED WITH 1/2"0 THRU-BOLTS AT 24 OC. (GP GW, SW, SP SOILS) I PROJECT: 3 o 8. PERIMETER FOUNDATION WALLS SHALL BE REINFORCED WITH MINIMUM (3)#4 HORIZONTAL REINFORCING AS SHOWN ON DETAILS AND . ' r� #4 VERTICAL WHEN AND WHERE SPECIFIED ON FOUNDATION PLAN. SEE TYPICAL FOUNDATION WALL DETAIL FOR MORE INFORMATION. im ) . °x w #4X2'-0' LONG DOWELS AT EACH I FOOTHILLS BUILDERS CORNER AND 4'-0"O.C. IN BETWEEN 51 JOHN CLENDON DR W �rr #4X2'-0" LONG DOWELS AT EACH (2)#4 CONTINUOUS • I DRAWING TITLE & CORNER AND 4'-0"O.C. IN BETWEEN (2)#4 CONTINUOUS FOUNDATION o PLAN W 0 c TYPICAL FOUNDATION WALL DETAIL TYPICAL GARAGE FROST WALL SECTION m o NOT TO SCALE SEE TYPICAL BLDG SECTION FOR NOT TO SCALE SEE TYPICAL BLDG SECTION FOR DRAWING NO. z BULKHEAD EXIT DOOR SCHEMATIC INFORMATION NOT SHOWN INFORMATION NOT SHOWN a 3/8"=11_0" DWG =3 co y o Z U g~ aO OF 6 ff F-° CONT. RIDGE -� VENT(TYP) CONT.RIDGE , VENT(TYP) O 12 17 E PRE-MANUFACTURED ROOF 12 ■ 8 TRUSSES AT 24"OC. SEE ci _ PRE-MANUFACTURED ROOF 12 NOTES FOR MORE INFO. 17 W TRUSSES AT 24"OC. SEE TRUSS MANUFACTURER TO DESIGN NOTES FOR MORE INFO. TRUSSES FOR TEMPORARY CANTILEVER 71 S AT EXT.WALL DURING CONSTRUCTION W C R-38 BATT INSULATION A N ■i■ 0 w > (4:12 CATHED L CLG) wit . CW DROPPED PORCH t� 0 BEAM SEE PLAN W 3 TWO-CAR GARAGE w ■�■■ a' 0 x LOAD-BEARING W PORCH COLUMN COVERED GREAT ROOM DINNETTE PORCH W p SEE TYPICAL DETAIL ao Or AT PORCH SLAB z m O j) N pNj OODD >- U !A P jH � � J ION ^0 R-21 BATT INSULATION m C 4"±CONCRETE PORCH �- N Z , C4 SLAB-SEE PLAN co _ d ` 2X10 FLOOR JOISTS o5gggiggo0 a to 00 i $ N u- �- '� SLOPE I C') C c m O '� — C� a o "v nm DROPPED BEAM r SEE FDN PLAN ALL FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS PERIMETER FSK HEREIN.IF DISCREPANCIES BETWEEN THE CODES AND REGULATIONS AND THE INFORMATION ROLL INSULATION = STEEL PIPE COLUMN-� CONTAINED ON THESE PLANS EXIST,THE MORE STRINGENT SHALL APPLY UNLESS THE INFORMATION OVERFRAMED ROOF TRUSSES "COMPACTED SEE FDN PLAN SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION SECTION THRU GARAGE OR2X8RAFTERSC24"O.C, BACKFILL ' : AND DETAILS BASEMENT oF THE CODE,IN WHICH CASE THE CODE OR REGULATION SHALL TAKE PREFERENCE OVER PLANS. 3/8"=1'-0" LADDER FRAMED DIG SAFELY NEWYORK ROOF OVERHANG ' -CALL BEFORE YOU DIG SEE TYPICAL BUILDING SECTION (TYPICAL) - -WAIT THE REQUIRED TIME -CONFIRM UTILITY RESPONSE AND TYPICAL DETAILS FOR ADDITIONAL -RESPECT THE MARKERS INFORMATION NOT SHOWN INTERIOR FOOTING -DIG NTH CARE EXTERIOR FOUNDATION SEE FDN PLAN - SAFE DIGGING IS EVERYONES RESPONSIBIUTYI WALL SEE TYP. SECTION PLEASE CALL 1-800-M-702 BEFORE YOU DIG. GIRDER TRUSS FOR INFORMATION VISIT www.digsafeynewyork.com FOR ADDITIONAL a r� INFORMATION- IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW A F FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED,THE ALTERING ENGINEER PRE-MANUFACTURED ROOF SHALL AFFIX TO THE ITEM HIS SEAL AND THE TRUSSES AT 24"OC NOTATION"ALTERED Br FOLLOWED BY HIS SIGNATURE,THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. GABLE END SECTION THRU BUILDING TRUSS. SEE _ TRUSS NOTES SEE TYPICAL BUILDING SECTION AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN r TRUSS HANGERS PER MANUFACTURER ENGINEERS STAMP: OF 4F '< N L W. y0 F TW BEDROOM 3wim COPYORA MwwT T WT m I1S®TO A dl 9CFA_4' / REVISIONS s 4 0 J 3 2 w 1 z w PROJECT NO. : 1341 SCALE: AS NOTED m 2 ' DATE: 6/18/18 y DRAWN BY: VISION ' PROJECT: ~W FOOTHILLS BUILDERS W 51 JOHN CLENDON DR W !�7x DRAWING TITLE 8 nW W.V.i Q"J BUILDING f SECTION THRU BUILDING SECTIONS .91 uj ra SEE TYPICAL BUILDING SECTION DRAWING NO. 0 5 AND TYPICAL DETAILS FOR ADDITIONAL _j k INFORMATION NOT SHOWN DWG =4 g� OF 6 '$ ...... 18"MIN. BEND 18"MIN. EXTENSION NOTCH SILL PLATE AT 3 MIN CLEAR SPACE FOR O _............................., ................... .,. EACH END �� a. VENTILATION, OTHERWISE USE 3 T/FOUNDATION WALL BEAM POCKET AS REQ D I 2"CL TYP FLOOR JOISTS PER PLAN 12 BAFFLES/VENTS EACH BAY c 1 SEE PLAN a�a 0 2 -••�— —MINIMUM 10"HEEL W 2'-0" MIN. / l ROOF TRUSSES AT EIGHT FOR f BASEMENT SASH OR I 0 1- OTHER OPENING O v / / 24 OC BEAM-SEE PLAN • / / 2'-0"LAP / / -�1 (TYPICAL) RAISED HEEL f U 0.5 MIN ZS. 1 ENERGY TRUSS MIN. (3)8d NAILS SHEATHING TO W VERTICAL WEB OF TRUSS,TYP � 5 (1)#4 REBAR ( (ES 1)#4 REBAR — r MATCH#4 FOOTING 1/2"CL. (TYPICAL 3 SIDES) a, C FU OFH PNGS I 3/16 V REINFORCING-SEE W EXTENDED MIN. I (4)5/16"X 3" 2'-0"BEYOND ( LG LAG BOLTS /16"X BEAM WIDTH X 8"LG 1261 FOUNDATION PLAN SEE � � N � OPENING EDGES -FOUNDATION WALL BEARING PLATE EACH END OF SIMPSON H2.5 AT PLAN O ALL SIDES I COLUMN WELDED EACH TRUSS OR RAFTER NOTE: TRUSS MANUFACTURER TO w > L > VL OR BUILT-UP BEAM 2X6 BEARING WALL 3 1/2"0 STEEL PIPE COLUMN 4 ADJUST HEEL HEIGHT OF TRUSSES . (ASTM A 53,TYPE E OR S GRADE B) TYPICAL STEPPED FOOTING DETAIL 2X4 PRESSURE TREATED �. WITH VARYING ROOF PITCH TO ALIGN FASCIA AT PERIMETER y v (ADJUSTABLE STEEL PIPE COLUMNS NOT TO SCALE BEARING PLATE ARE ACCEPTABLE ALTERNATIVE WITH 15,000#RATING) — W TYPICAL REINFORCING AT FOUNDATION WALL EDGE OR OPNG —� FOUNDATION WALL Z NOT TO SCALE m NO PosALEBASEMENT COLUMN DETAIL RAISED HEEL ENERGY TRUSS w Z NOT TO SCALE HORIZONTAL REINFORCING WHEN TYPICAL WOOD BEAM POCKET DETAIL ••.I■0 o SPECIFIED MAY PASS THRU JOINT NOT TO SCALE rn SAW-CUT CONTRACTION 4X4-W2.9 X W2.9 WWM OR#4 Lu > Y JOINTS WHERE SPECIFIED AT 16"OC EW(OPTIONAL) ] ■ ON PLANS(MIN. 1/4-X 1" DEEP)FILLED W/JOINT LAP ALL EDGES OF WIRE m r- ,( SEALANT(WHEN NOT Z MESH MATS/SECTIONS z N (V +' SHOWN ON PLAN INSTALL 2 0 Z MINIMUM 12"AND LAP BARS � N N AT EQUAL SPACING IN EACH I F- w a. 24"MIN' Q m �' � CV Q 3/4"CHAMFER DIRECTION NO MORE THAN x ;, x x� x ,� Z OD � EACH SIDE 15FT OC) �� / i COMPACTED SLABcy SUBBASE(MNIMUM OF LA ap JOINT SEALANT EACH T 8"-10"#2 TYPE 2 CRUSHED m u- j SIDE OF WALL FOR STONE OR TYPE 4 WELL GIRDER TRUSS OR C FULL HT GRADED SAND/GRAVEL) ROOF BEAM(POINT p 0 LOAD LOCATION) cV 0 D. LL "v 3/4 CHAMFER M REINFORCING TO BE 6-MIL POLY VAPOR UNDISTURBED SUBGRADE EF OF WALL SUPPORTED BY CHAIRS BARRIER WITH LAPPED OR COMPACTED STUD COLUMN BELOW ALL FEDERAL,STATE,AND LOCAL CODES AND OR CONC. BRICKS WHEN AND SEALED EDGES STRUCTURAL FILL/BACKFILL --� - POINT LOAD(MINIMUM REGULATIONS SHALL BE CONSIDERED TO BE PART WIDTH TO MATCH OF THE BUILDING DETAILS AND SPECIFICATIONS INSTALLEDDISCREPANCIES CODES BEAM OR GIRDER TRUSS AND REGULATIONS ANDTHE INFORMATION WIDTH) CONTAINED ON THESE PLANS EXIST,THE MORE TYPICAL SLAB ON GRADE DETAIL STRINGENT SHALL APPLY UNLESS THE INFORMATION SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION NOT TO SCALE OF THE CODE,IN WHICH CASE THE CODE OR REGULATION SHALL TAKE PREFERENCE OVER PLANS. NOTES: 2X4 SQUASH BLOCKS DIG SAFELY NEWYORK 1. LAP VAPOR BARRIER EDGES MIN. 18"AT SPLICES -WALL BEFORE You DIG (MINIMUM WIDTH TO MATCH -WAIT THE REQUIRED TIME TYPICAL FOUNDATION WALL CONTROL JOINT Z. PROTECT SLAB AND SUBBASE FROM MOISTURE OR PRECIPITATION AFTER COLUMN WIDTH PLUS -CONFIRM UTILITY RESPONSE PLACEMENT AND UNTIL BUILDING IS ENCLOSED. TWO BLOCKS) RESPECT THE MARKERS NOT TO SCALE (WCJ'S ARE OPTIONAL BUT IMPORTANT TO 3. SHEET CURING FOR A MINIMUM PERIOD 3-5 DAYS IS RECOMMENDED FOR ALL -DIG WITH CARE CONTROLLING THERMAL AND SHRINKAGE SLABS SAFE DIGGING IS EVERYONES RESPONSIBILITYI CRACKING OF CONCRETE FDN WALLS,SEE 4 COORDINATE SLOPING SLAB SURFACES WHERE DRAINAGE IS REQUIRED IN FIELD / PLEASE CALL 14MM-962-7962 BEFORE YOU DIG. . PLAN AND NOTES FOR RECOMMENDED d VISIT www.digsafeynewyork_oom FOR ADDITIONAL JOINT LOCATIONS) AND WITH BUILDER/OWNER PRIOR TO CONSTRUCTION. INFORMATION. - ' • IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL _ PLACE VERT BAR AT ENGINEER,TO ALTER THIS DOCUMENT IN ANY INTERSECTION OF FLOOR BEAM (POINT WAY.IF AN ITEM BEARING THE SEAL OF AN LAP HORIZ BARS LAP LOAD LOCATION) ENGINEER IS ALTERED,THE ALTERING ENGINEER / SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS I, STUD COLUMN BELOW SIGNATURE,THE DATE OF SUCH ALTERATION, I POINT LOAD(MINIMUM AND A SPECIFIC DESCRIPTION OF THE ALTERATION. _ WIDTH TO MATCH -� BEAM OR GIRDER TRUSS - -�--CORNER BARS. MATCH WIDTH) HORIZ BAR SIZE AND SPACING 2X4 SQUASH BLOCKS (MINIMUM WIDTH TO MATCH �'`- -ALTERNATE SIDE COLUMN WIDTH PLUS OF BENT BARS TWO BLOCKS) ENGINEERS STAMP: ,. LAP } CORNER BARS. MATCH ,. LAP j , LAP HORIZ BAR SIZE AND SPACING OF N Y yO • FlM NOT N . 1KTIN • COPYORA NOT CaNi NA HOUID NOT BE Low A IL '41k\ oR�°- 079060 FOUNDATION WALL "ESS SEE PLAN 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 NOT TO SCALE (MIN LAP#4 BARS 2'-0") 3 2 to W 2 1 z W PROJECT NO. : 1341 SCALE: AS NOTED m Z DATE: 6/18/18 U DRAWN BY: VISION PROJECT: FOOTHILLS BUILDERS W 51 JOHN CLENDON DR W sre DRAWING TITLE $ a J TYPICAL SECTIONS 9 al AND DETAILS W6 DRAWING NO. z>? J a aJ S O DWG=5 z© an OF 6 H F-U STAIR NOTES FOUNDATION NOTES: CODE REQUIRED LIGHTING AND VENTILATION (SQ. FT.) 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. I REQ'D VENT. (4%) ACTUAL VENT. AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 412 INCHES ON EITHER SIDE OF BEARING PRESSURE OF 2000 PSF. IF SOILS ENCOUNTERED ARE EXPANSIVE, COMPRESSIBLE,SHIFTING, OR HAVE KITCH/DINING/GREAT 492 39.4 58.7 19.7 27.5 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 AND LANDINGS, SHALL NOT BE LESS THAN 31 12 INCHES WHERE THE HANDRAIL IN INSTALLED ON ONE SIDE AND 27 INCHES SHALL BE PERFORMED TO VERIFY SOIL PROPERTIES AND THE DESIGN PRESUMPTIVE BEARING PRESSURE. MASTER BDRM 169 13.5 22.8 6.8 10.4 0 WHERE THE HANDRAILS ARE PROVIDED ON BOTH SIDES. MINIMUM DEPTH OF EXTERIOR FOOTINGS FOR FROST PROTECTION IS 4 FEET BELOW FINISHED GRADE,UNLESS BEDROOM#2 109 8.7 11.4 4.4 5.2 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. BEDROOM#3 129 10.3 11.4 5.2 5.2 QQ W THE MINIMUM HEADROOM IN 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 MASTER BATH NA 3.0 3.8 1.5 I 1.6 ~ 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. FULL BATH NA 3.0 ARTIF.LT. REQ'D. 1.5 I MECH.VENT REQ'D. 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 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. V INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED NOTES: EXCAVATIONS SHALL BE LAID BACK TO PREVENT SLOUGHING IN OF SIDES. MAINTAIN SIDES AND SLOPES OF 1.ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT � ♦ V � VERTICALLY FROM THE NOSING OF THE TREADS. EXCAVATIONS IN STABLE CONDITION UNTIL COMPLETION OF BACKFILLING. FOUNDATION EXCAVATIONS SHALL BE OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS, 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. OR OTHER APPROVED OPENINGS TO THE OUTSIDE AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY J uj N C ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS.THE MINIMUM INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW THE PASSAGE OF A SPHERE 4 INCHES OR MORE IN C BACKFILL FOUNDATION WALLS WITH SAND AND GRAVEL WHICH ARE WELL-DRAINING, SOUND, DURABLE,AND FREE OF OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. 0 DIAMETER. ORGANIC OR OTHER DELETERIOUS MATERIALS. INSTALL BACKFILL EVENLY ON BOTH SIDES OF WALLS WHERE 2. GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND AN v) 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 APPROVED MECHANICAL VENTILATION SYSTEM IS PROVIDED CAPABLE OF PRODUCING 0.35 AIR CHANGES PER w > WALLS UNTIL THE WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR ABOVE. FINISHED HOUR IN THE ROOM. MEASURED ABOVE THE TREAD N SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES.ALL REQUIRED GRADE AT PERIMETER OF FOUNDATION SHALL BE SLOPED TO DRAIN SURFACE WATER AWAY FROM BUILDING. THE 3. FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS,ANY ROOM SHALL BE HANDRAILS SHALL BE CONTINUOUS THE HE FULL LENGTH OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A 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. CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON a� WALL OS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN ONE-TENTH OF THE FLOOR � W � PLACE INTERIOR BACKFILL AND SLAB SUBBASE MATERIAL IN LAYERS NOT MORE THAN 12 INCHES IN LOOSE DEPTH AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET. 0 HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 12 INCHES BETWEEN THE WALL AND THE AND COMPACT TO 95 PERCENT OF MAXIMUM DENSITY. 4. BATHROOMS,WATER CLOSET COMPARTMENTS,AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH W 3 HANDRAIL. FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED BELOW GRADE AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET, ONE HALF OF WHICH MUST BE ENCLOSED ACCESSIBLE SPACE BENEATH STAIRWAYS SHALL HAVE WALLS AND UNDER STAIR SURFACE ON THE ENCLOSED SIDE OPENABLE. C IL W WITH A 12 INCH GYPSUM COVERING. X SHALL BE DAMPPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. DAMPPROOFING SHALL BE A 5.THE GLAZED AREAS OF BATHROOMS,WATER CLOSET COMPARTMENTS, OR SIMILAR ROOMS SHALL NOT BE �� O BITUMINOUS COATING OR 3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT. REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION SYSTEM ARE PROVIDED.THE MINIMUM � W w EXTERIOR EXIT LANDINGS, STAIRS, DECKS,AND SIMILAR EXIT FACILITIES SHALL BE POSITIVELY ANCHORED TO THE PRIMARY VENTILATION RATES SHALL BE 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS = 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 VENTILATION.VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. w FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA SHALL BE 1 SQUARE FOOT FOR EVERY 150 6. FOR ROOMS WHICH REQUIRE ARTIFICIAL LIGHT PROVIDE A MINIMUM OF 6 FOOTCANDLES OVER THE AREA OF > SQUARE FEET OF CRAWL SPACE. ONE SUCH OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. Lu WOOD FRAMING NOTES VENTILATION OPENINGS ARE NOT REQUIRED WHEN THE GROUND SURFACE IS COVERED WITH 6-MIL POLY VAPOR 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 IN ACCORDANCE WITH CODE. C) CV INTERNATIONAL RESIDENTIAL CODE. N O) �p } INSTALL BLOCKING IN A CONTINUOUS HORIZONTAL ROW AT MID-HEIGHT OF INTERIOR STUD BEARING WALLS. 04 ANCHOR SILL PLATE OF EXTERIOR WALLS TO FOUNDATION WALLS WITH 12-INCH ANCHOR BOLTS 12 INCHES MAXIMUM 0 V_ 9J FROM EACH END AND 4 FEET MAXIMUM ON CENTER IN BETWEEN. (MINIMUM OF TWO ANCHOR BOLTS IN EACH SILL m Z ti CV Q 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 121NCHES IN CONCRETE FOUNDATION WALLS. V) CD , d CONCRETE. co W 00 U_ ' - INSTALL BUILT-UP STUD COLUMNS AT EACH END OF ALL HEADERS OR BEAMS. FOR WALLS PARALLEL WITH HEADERS,COLUMNS C SHALL BE A MINIMUM OF 1 JACK STUD AND 1 KING STUD, UNLESS NOTED OTHERWISE.AT LOCATIONS WHERE WALLS ARE MATERIAL PROPERTIES: > ccpp O PERPENDICULAR TO HEADERS, INSTALL 1 KING STUD ON EACH SIDE OF HEADER AND JACK STUDS BELOW AS REQUIRED TO N 0 Q- LL MATCH HEADER WIDTH. CONCRETE: FOOTINGS,FOUNDATION WALLS,AND INTERIOR SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE LOCAL CODES AND JOISTS EXCEEDING NOMINAL 2 BY 12 SHALL BE SUPPORTED LATERALLY WITH SOLID BLOCKING OR DIAGONAL BRIDGING AT STRENGTH IVEF'C AT 28 DAYS 'C 3000 PSI. EXTERIOR SLABS ON GRADE AND GARAGE SLABS SHALL HAVE A MINIMUM SOIL PROPERTIES ACCORDING TO UNIFIED SOIL CLASSIFICATION SYSTEM REGULATIONALL S 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 UNIFIED SOIL VOLUME CHANGE HEREIN.IF DISCREPANCIES BETWEEN THE(RIDES WHERE JOISTS,TRUSSES,OR RAFTERS ARE SPACED MORE THAN 16 INCHES ON CENTER OR THE BEARING STUDS DO NOT CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.55,A MAXIMUM 5 INCH SLUMP,AND SHALL HAVE 5 TO 7 CLASSIFICATION DRAINAGE FROST HEAVE POTENTIAL AND REGULATIONS AND THE INFORMATION T,THE MORE PERCENT ENTRAINED AIR(ASTM C 260)AT EXTERIOR EXPOSED LOCATIONS. CONTAINED INGENTSHALL APPLY UNLE ESSSSTHE INFORMATION 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 SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION REINFORCED WITH A TRIPLE 2X6 HEADER DIRECTLY BELOW. N WHICH CASE 714E CODE OR REINFORCING: DEFORMED BARS;ASTM A 615,GRADE 60. GW WELL-DRAINED GRAVELS,GRAVEL-SAND MIXTURES, LITTLE OR NO FINES GOOD LOW LOW REGULLATION SHALL TAKE PREFERENCE OVER PLANS. 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 DIG SAFELY NEWYORK -CALL BEFORE YOU DIG TRUSSES SHALL BE CAPABLE OF SUPPORTING A TOP CHORD ROOF SNOW LOAD OF 38.5 PSF,TOP CHORD DEAD LOAD OF 10 PSF, SW WELL-GRADED SANDS,GRAVELLY SANDS, LITTLE OR NO FINES GOOD LOW LOW WAIT THE UE AND BOTTOM CHORD DEAD LOAD OF 10 PSF,AND ATTIC BOTTOM CHORD LIVE LOADS SPECIFIED IN LOAD TABLE. DESIGN ( ) GROUP I -CONFIRM UTILITY SUBFLOORING: APA RATED SHEATHING, EXPOSURE 1,SPAN RATING 482423/32"MIN.THICKNESS UI T RESPONSE 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(15W MIN.THICKNESS) SP POORLY-GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES GOOD LOW LOW -RESPECT IG WITH CT1�REl1 ii1�1 LOADS. MAXIMUM TRUSS DEFLECTION SHALL BE U360 FOR SNOW LOAD AND L240 FOR TOTAL LOAD.CT OF 1.1 IS ASSUMED GM SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURES GOOD MEDIUM LOW SAFE DIGGING IS EVERYONES RESPONSIBILITY! BASED UPON A COLD VENTILATED ATTIC. WALL SHEATHING: APA RATED SHEATHING, EXPOSURE 1,SPAN RATING 24/16(9/16"MIN.THICKNESS) PLEASE CALL 1-800-M-7962 BEFORE You DIG. SM SILTY SAND,SAND-SILT MIXTURES GOOD MEDIUM LOW VISIT www.dgmfeyne Wmk.com FOR ADDITIONAL 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. INF nON. ENFORCEMENT PRIOR TO INSTALLATION. GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURES MEDIUM MEDIUM LOW IT IS A Vlou►nON OF SECTION 7M SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW COMPLY WITH ANSI/TPb1"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 FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL LATEST EDITION. MORTAR:ASTM C 270 OR ASTM C 1142,TYPES(FOR MASONRY VENEERS USE TYPE N). GROUP II ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR,SILTY OR CLAYEY MEDIUM HIGH LOW ENGINEER,TO ALTER THIS DOCUMENT IN ANY FABRICATION AND ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH QUALITY CONT AN ROL MANUAL OF THE T.P.I. FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY WAY. ITEM BEARING THE SEAL ENGINEEREER IS ALTERED,THE ALTERINGG ENGINEER GROUT:ASTM C 476, MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI,8-10 INCH SLUMP. SHALL AFFIX TO THE ITEM HIS SEA-AND THECL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS,SANDY MEDIUM MEDIUM MEDIUM TO NOTATION"ALTERED BY"FOLLOWED BY HIS 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 SIGNATURE,THE DATE OF SUCH ALTERATION, LOCATED AT OR NEAR PANEL POINTS. PROVIDE DIAGONAL BOTTOM CHORD BRACING BETWEEN HORIZONTAL BRACING FOR FULL AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WIDTH OF BUILDINGAT END NON-BEARING WALLS AND AT 20 FEET ON CENTER THROUGHOUT LENGTH OF BUILDING. PROVIDE CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS POOR MEDIUM HIGH STRUCTURAL STEEL PIPE COLUMNS:ASTM A 53 CONTINUOUS VERTICAL 2-INCH BY 4-INCH DIAGONAL CROSS BRACING NAILED TO EACH TRUSS DIAGONAL FROM RIDGE TO ,TYPE E OR S,GRADE B. GROUP III 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 IV OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS UNSATISFACTORY MEDIUM HIGH TRUSS MANUFACTURER TO DESIGN AND SPECIFY ALL TRUSS CONNECTIONS, HANGERS,AND ETC. REQUIRED BETWEEN -2X10 Fb= 1300 PSI Pt PEAT AND OTHER HIGHLY ORGANIC SOILS UNSATISFACTORY MEDIUM HIGH -2X12 Fb= 1250 PSI 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, ENGINEERS STAMP: TRUSSES SHALL BE DESIGNED WITH A PINNED SUPPORT AT ONE END AND A ROLLER SUPPORT AT THE OPPOSITE END SUCH AND POOR IS LESS THAN 2 INCHES PER HOUR. THAT A ZERO HORIZONTAL FORCE RESULTS. 2. SOILS WITH A LOW POTENTIAL EXPANSION TYPICALLY HAVE A PLASTICITY INDEX(PI)OF 0 TO 15,SOILS WITH A MEDIUM POTENTIAL NIC TRUSS MANUFACTURER SHALL SUBMIT TO DESIGN PROFESSIONAL ONE COPY FOR REVIEW OF TRUSS LAYOUT PLAN,STAMPED EXPANSION HAVE A PI OF 10 TO 35,AND SOILS WITH A HIGH POTENTIAL EXPANSION HAVE A PI GREATER THAN 20. OF W. AND SIGNED CALCULATIONS,AND INSTALLATION INSTRUCTIONS. yO W. R FTIIEsr y uloTNeLm NK 1HS Y MI ti I M. OOPYORA DOCLINEM MINIMUM CATEGORY CLASSIFICATION OF GLAZING wrLm A EXPOSED SURFACE GLAZING IN STORM GLAZING IN GLAZING PANELS GLAZING PANELS GLAZING IN DOORS AND SLIDING GLASS AREA OF ONE SIDE OR COMBINATION DOORS REGULATED BY ITEM 7 REGULATED BY ITEM 6 ENCLOSURES REGULATED DOORS PATIO �A do g060 �`s OF ONE LITE DOORS (CATEGORY OF SECTION R308.4 OF SECTION R308.4 BY ITEM 5 OF R308.4 TYPE 9�cFSSt (CATEGORY CLASS) CLASS) (CATEGORY CLASS) (CATEGORY CLASS) (CATEGORY CLASS) (CATEGORY CLASS) 9 SQ.FT.OR LESS I I NO REQUIREMENT I tl II MORE THAN 9 SQ.FT. II II II II II tl REVISIONS NOTES: 5 1. INDIVIDUAL GLAZED AREAS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED IN SECTION R3W.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 4 CRITERIA FOR CATEGORY I OR II AS INDICATED IN THE TABLE ABOVE. J LOCATION LIVE LOAD(PSF) ALL 1 WALL WALL 3 8 2 w EXTERIOR BALCONIES 60 (C`�J w 40 4"CL N J 4 CCL PROJECT NO. : 1341 2"CL. C � 1 DECKS _,� FOUNDATION DESIGN PARAMETERS ATTICS WITHOUT STORAGE 10 LAVATORIES CLASS OF MATERIAL ALOWABLE FOUNDATION LATERAL EARTH LATERAL SLIDING SCALE: AS NOTED co 15"MIN. WALL 15"MIN. '` ALL ALL BEARING PRESSURE PRESSURE COEFF.OF FRICTION i4 DATE: 6/18/18 lu to ATTICS WITH STORAGE 20 _ t (PSF) (PSF/FT BELOW GRADE) �)I f DRAWN BY: VISION Z ROOMS OTHER THAN SLEEPING ROOMS 40 ' M A . CRYSTALLINE BEDROCK 12,000 1,200 0.70 0 SEDIMENTARY AND FOLIATED ROCK 4,000 400 0.35 PROJECT: SLEEPING ROOMS 30 N N -- 38" ! GRAVEL, SANDY GRAVEL(GW AND GP) 3,000 200 0.35 FOOTHILLS BUILDERS STAIRS 40 LFR N IN SAND, SILT,SILTY GRAVEL,CLAYEY SANDS 51 JOHN CLENDON DR FRONT OF AND GRAVELS SW SP SM SC GM AND GC 2,000 150 0.25 w m OPENING ( � ) GROUND SNOW 50 � � CLAY, SANDY CLAY,SILTY CLAY,CALYEY 1,50o B 100 _ DRAWING TITLE K" SEISMIC DESIGN CATEGORY C(SFD EXEMPT) WATER CLOSETS SHOWER SILT, SANDY SILT(CL,ML,MH,AND CH) TECHNICAL A.COEFFICIENT TO BE MULTIPLIED BY THE DEAD LOAD. °w $ MINIMUM FIXTURE CLEARANCES NOTES BASIC WIND SPEED 115 MPH B. IF SOILS ENCOUNTERED ARE EXPANSIVE,COMPRESSIBLE,SHFTING,OR HAVE OTHER UNKNOWN CHARACTERISTICS,OR IF o w THE SOILS ARE ANTICIPATED TO HAVE A BEARING CAPACITY LESS THAN 1,500 PSF,A SOILS INVESTIGATION SHALL BE m 8 CONDUCTED TO VERIFY FOUNDATION DESKM. DRAWING NO. Zbco 5 Z DWG =6 (n N o a� OF 6 u 0: J LOT 16 LANDS OF THERESA DEVLIN W _ \� - S06°30'20°W p� 360.00' \A 1 C4 . +1 � � co N 15 Setback Gravel Drive One 5toNy LOT 17 Wood Frame 37263.Ot SQ. Feet v douse - Water 0.9t Acres N Shutoff W Z R = 275.00' 9 L = 97.46' s N86°21'10"E CH = 96.95' \ +I 15 Setback CTv `i• �C N E Electric hh 342.91' N06°30'20'E LANDS OF ANGELA MOYNIHAN TRUSTEE LOT 18 E C E E D AUG 2 7 2018 FI TOFNOTES: NAL SURVEY BU► ING&CODES 1.) SURVEYED PROPERTY IS SUBJECT TO CONDITIONS OF APPROVED Q sj46 . 2-Q I f SUBDIVISION. 2.) PARCEL IS SUBJECT TO ANY EASEMENTS,COVENANTS,AND AGREEMENTS OF RECORD(e.g.,64SEMENTAND CONDITIONS LANDS OF DESCRIBED IN BOOK 5675 OF DEEDS,AT PAGE 73). JAMES RIES 3.) THIS MAP IS COPYRIGHT© 2018 VAN DUSEN&STEVES LAND ��QF N E w k SURVEYORS.UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP REFERENCE: DOCUMENT IS VIOLATION OF SECTION 7209,SUBDIVISION 2,OF �� W C. NEW YORK STATE EDUCATION LAW. tip .; , :Ft, 1. °LEUCI - JOHN CLENDON ROAD SUBDIVISION° 4.) DIMENSIONS ARE SHOWN TO THE NEAREST HALF FOOT TO = :.+; > BY: VAN DUSEN & STEVES LAND SURVEYORS AND DISPLAY THE RELATIONSHIP BETWEEN IMPROVEMENTS AND ARE : RACE ENGINNERING, P.C. FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE * �s �:t;_ �:.,� DATE: MARCH 15, 2016 WITH ZONING AND NOT INTENDED TO AID IN THE ESTABLISHMENT b"" LAST REVISED: JUNE 12, 2017 OR RETRA CEMENT OF PROPERTY LINES., S41 RFD PJD Silk FILED PLAT p 1 3, 2017 C A INSTRUMENT NO. 2017-3000063 DDatel August 14, 2018 us P "UNAUTNO2IZED ALTERATION OR ADDITION TO A SURVEY Scale 1"=30' a V MAP BEARING IA LICENSED LAND SURVEYORS SEAL IS A Map of a Survey made for VIOLATION OF SECTION 7209.SUB-DIVISION 2.OF THE NEW YORK STATE EDUCATION LAW.' S ONLY COPIES FROM THE OF THE OF THIS SURVEY MARK®WITH AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES" S - 1 'CERTIFICATIONS PREPARED IN ACC THAT Foothills Builder s THIS SURVEY WAS PREPARED IN LAND SURE WTH THE E%ISi1NG CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED a ri d S u r v e y o r s LAN THE D SURVEYOR&SAID CER ASSOCIATION IONS S OONNLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND SHEET I OF 1 ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL 169 Haviland Road AGENCY AND LENDING INSTITlRTION LISTED HEREON.AHD Town of Queensbur y, Warren County, New or k Queensbur y, New York 12804 TO THE ASSIGNEES OF THE LENDING INSTITUTION." Foothills Builders (518) 792-8474 New Yor k Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 09-094-Lot 17AB