Final Approved Plans DESIGN DATA NOTES: GENERAL NOTES: WOOD FRAMING NOTES:
1. GENERAL: 1. DIMENSIONS TO, OF, AND IN EXISTING STRUCTURE AND FOR SITE RELATED WORK SHALL BE VERIFIED IN FIELD BY 1. ACCURATELY CUT, FIT, AND SOLIDLY FASTEN MEMBERS TO PROVIDE PLUMB, LEVEL,TRUE, AND RIGID WORK. I— u+ a CD Q a y J
CONTRACTOR PRIOR TO PERFORMANCE OF ANY WORK SHOWN OR SECURING PRODUCTS OR MATERIALS OR _ "`i--- z I c z a = z c
DESIGN PROVISIONS...................2020 RESIDENTIAL CODE OF NEW YORK STATE FABRICATED ITEMS FOR RELATED WORK. 2. NAILING NOT INDICATED ON DRAWINGS SHALL BE IN ACCORDANCE WITH TABLES R602.3(1), (2), &(3)"FASTENING A I ,d _
2020 EXISTING BUILDING CODE OF NEW YORK STATE SCHEDULES"CONTAINED IN THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE. �'" LU
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2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS _ ' ci
2. DESIGN LIVE LOADS: BETWEEN THE FIELD VERIFIED CONDITIONS OR EXISTING SITE CONDITIONS, AND THESE STRUCTURAL DRAWINGS. 3. COMPLY WITH APPLICABLE RECOMMENDATIONS CONTAINED IN APA, DESIGN/CONSTRUCTION GUIDE- I1,Z21 22 I Z
RESIDENTIAL AND COMMERCIAL FOR STRUCTURAL WOOD PANELS. LU CIO
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UNIFORMLY DISTRIBUTED DESIGN LIVE LOADS 3. DO NOT CHANGE SIZE OR SPACING OF EXISTING OR PROPOSED STRUCTURAL ELEMENTS WITHOUT PRIOR EAST LAKE
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APPROVAL OF ENGINEER. 4. FOR BOLTED CONNECTIONS, DRILL HOLES Jib INCH LARGER IN DIAMETER THAN THE BOLTS BEING USED. PROVIDE Zonin(� Adr = i E :r- py, a z
LOCATION LIVE LOAD WASHERS AND NUTS UNDER BOLT HEADS IN CONTACT WITH WOOD. ER D TC�L'N C t� ?= -'°91-=rt .+ `' ± owe F=- = g
4. THE NOTES, SECTIONS AND DETAILS ON THESE DRAWINGS ARE TYPICAL UNLESS OTHERWISE INDICATED. n
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GUARDS AND HANDRAILS 200 LBS SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS. 5. PROVIDE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATES FOR LOAD-BEARING WALLS,2 INCHES THICK BY THE �t W c W a = C7
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WIDTH OF THE STUDS UNLESS NOTED OTHERWISE. STAGGER TOP PLATE SPLICES A MINIMUM OF 4 FEET. SPLICE Vy,te• v z v CL J
5. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. ONLY AT STUD LOCATIONS. )cue
DECKS AND BALCONIES 40 PSF CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO _
EXACTLY LOCATE AND PRESERVE EXISTING UTILITIES TO REMAIN. 6. ANCHOR CONTINUOUS SILL PLATES OR BLOCKING TO EXISTING CONCRETE OR MASONRY WITH C.7
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ATTICS WITHOUT STORAGE 10 PSF 1/2-INCH-DIAMETER BY 6-INCH EMBEDMENT ADHESIVE ANCHOR RODS WITH NUTS AND WASHERS. USE 1/210 Bo serve at
6. STRUCTURAL WORK SHOWN ON THESE DRAWINGS REQUIRES COORDINATION WITH EXISTING BUILDING J-HOOKS EMBEDDED IN PLASTIC CONCRETE WITH MIN 9"EMBEDMENT FOR NEW WORK. LOCATE ANCHOR RODS at�v a, rte;xnot Piiot Knob Gazeac
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ATTICS WITH STORAGE 20 PSF ELEMENTS AND COMPONENTS TO BE REPLACED IN-KIND, DUE TO DETERIORATION, ROT, OR ANY EXISTING 12 INCHES MAXIMUM FROM EACH END AND 4 FEET MAXIMUM ON CENTER. (MINIMUM OF TWO ANCHOR RODS IN 19 �
DEFICIENCY. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING OR OBSERVED CONDITION DURING EACH SILL PIECE). o '3 J CONSTRUCTION REQUIRING REVIEW OR ASSESSMENT BY ENGINEER PRIOR TO PROCEEDING WITH RELATED Q
ROOMS OTHER THAN SLEEPING ROOMS 40 PSF WORK 7. INSTALL PURLINS, RAFTERS, AND JOISTS WITH CROWN EDGE UP AND SUPPORT ENDS OF EACH MEMBER WITH = ■
SLEEPING ROOMS 30 PSF 7. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM NOT LESS THAN 1Y2 INCHES OF BEARING ON WOOD OR METAL OR 3 INCHES ON MASONRY.
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IN-KIND REPLACEMENT OR FROM DIMENSIONS, MATERIALS, OR COMPONENTS SHOWN ON THE DRAWINGS, AND 8. PURLINS, RAFTERS, AND JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY s ■ Ci
STAIRS 40 PSF 1300 LEIS MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY THE ENGINEER. 2-INCHES-BY-FULL-DEPTH SOLID BLOCKING(UNLESS DETAILED OTHERWISE)EXCEPT WHERE THE ENDS ARE
ANCHORED TO A BEAM, HEADER, BAND JOIST, OR ARE HELD IN POSITION BY HANGERS. g
8. DURING CONSTRUCTION CONTRACTOR SHALL IMPLEMENT TEMPORARY BRACING OF EXISTING AND NEWI.n. y
GROUND SNOW 50 PSF CONSTRUCTION AND COMPONENTS DURING PERFORMANCE OF WORK UNTIL STRUCTURAL ELEMENTS NEEDED 9. BRIDGING OR 2-INCHES-BY-FULL-DEPTH SOLID BLOCKING SHALL BE INSTALLED IN JOISTS 2X12 MEMBERS OR - Q3
FOR PERMANENT STABILITY ARE INSTALLED. LARGER AT INTERVALS NOT EXCEEDING 8 FEET. „� - = cura,,a Event i Te-tQ �
SEISMIC DESIGN CATEGORY C(SFD EXEMPT) z
9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS, DETAILS, OR PROVISIONS FOR MEANS AND 10. LAP MEMBERS FRAMING FROM OPPOSITE SIDES OF BEAMS, GIRDERS, OR LOAD BEARING WALLS NOT LESS THAN > W
METHODS OR FOR CONSTRUCTION SAFETY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS AND 4 INCHES OR SECURELY TIE OPPOSING MEMBERS TOGETHER. INSTALL 2 INCHES BY FULL-DEPTH SOLID
ULTIMATE WIND SPEED 115 MPH METHODS AND CONSTRUCTION SAFETY. BLOCKING AT SUPPORTS. PROJECTftftft
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10. DESIGNED IN ACCORDANCE WITH 2O20 RESIDENTIAL CODE OF NYS AND THE 2020 EXISTING BUILDING CODE OF 11. DO NOT NOTCH PURLINS, RAFTERS, AND JOISTS IN THE MIDDLE THIRD OF THE SPAN. LIMIT NOTCHES ON THE TOP 95 ROCKHURST ROAD ■ a% CD
3. SUBSURFACE DATA FOR NEW OR REPLACEMENT FOUNDATION ELEMENTS: NYS,WHERE APPLICABLE. OR BOTTOM FACE OF THE JOIST TO A MAXIMUM DEPTH OFYs OF THE DEPTH OF THE MEMBER AND MAXIMUM , LOCATION MAP QUEENSBURY, NY 1280430 ftft y c
PRESUMPTIVE SOIL BEARING PRESSURE(ON NATIVE/UNDISTURBED SOIL): 2000 psf LENGTH OF Y3 OF THE DEPTH OF THE MEMBER UNLESS ACCEPTANCE OF ENGINEER IS OBTAINED. NO OVER-CUTS D�+G1 NOT TO SCALE o I �. C
11. THE DECK AREAS SHOWN HEREIN DESIGNATED FOR REPAIRS OR REPLACEMENT,WHEN APPLICABLE, HAVE BEEN WILL BE PERMITTED.
MINIMUM FROST PROTECTION DEPTH: 4'-0" DESIGNED USING A DEAD LOAD OF 10 PSF WITH AN APPLIED LIVE LOAD OF 40 PSF OR USING AN APPLIED SNOW Mwj Z Cc �
LOAD OF 42 PSF, IN ADDITION TO RELATED FOR CLIMACTIC DATA IN THE DESIGN CRITERIA TABLE SHOWN ON THIS 12. DO NOT BORE HOLES CLOSER THAN 2 INCHES FROM TOP OR BOTTOM OF MEMBERS. LIMIT DIAMETER OF HOLES CD •• cco CD
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FOUNDATION DESIGN BASED ON ASSUMED SOIL CONDITIONS AND AN ASSUMED ALLOWABLE BEARING DRAWING. TO Ys THE DEPTH OF THE MEMBER. REVIEW BORE HOLE LOCATIONS WITH ENGINEER BEFORE PROCEEDING. � y N
PRESSURE FOR UNVERIFIED SUBSURFACE CONDITIONS(ANY OF THE FOLLOWING USCS SOIL PROJECT SITE INFORMATION CL
CLASSIFICATIONS WITH LESS THAN 50%PASSING#200 SIEVE AS DETERMINED IN ACCORDANCE WITH 12. INTERIOR AND EXTERIOR STAIRS AND LANDINGS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO x am
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13. USE PRESSURE-TREATED WOOD FOR ELEMENTS EXPOSED TO WEATHER; IN CONTACT WITH SOIL WATER L1. N
ASTM D2487; BEDROCK, GIN, GP, SW, SP, SM, SC, GM,AND GC)WITHOUT THE BENEFIT OF A ILLUMINATE THE LANDINGS AND TREADS TO A LEVEL OF NOT LESS THAN 11 LUX OR 1 FC. A SWITCH OPERATING y
SUBSURFACE INVESTIGATION, GEOTECHNICAL INVESTIGATION, OR GEOTECHNICAL REPORT. IF MASONRY, CONCRETE; OR FOR WOOD DIRECTLY ABOVE SOIL WHEN THE BOTTOM ELEVATION IS LESS THAN 18 � � m co 0^p 3
APPLICANT: PATRICK M. CONNORS LIGHTING SHALL BE INSTALLED AT EACH FLOOR LEVEL THAT ACCESSES THE STAIRWAY. INCHES ABOVE SOIL AND FOR WOOD BEAMS WHEN THE BOTTOM ELEVATION IS LESS THAN 12 INCHES ABOVE 16 ROLLING BROOK DR V O CD t-■
CONDITIONS OBSERVED AT THE START OF EXCAVATION WORK DO NOT GENERALLY COINCIDE WITH SOIL.
ASSUMED DESIGN PARAMETERS, THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY FOR 13. LATERAL LOAD RESISTING SYSTEMS AND ELEMENTS FOR REPLACEMENT DECK AREAS,WHEN APPLICABLE, HAVE SARATOGA SPRINGS, NY 12866 Q j p� (m V
OBSERVATION OF CONDITIONS AND VERIFICATION OF THE DESIGN. BEEN DESIGNED USING THE SIMPLIFIED BRACING PROVISIONS AND/OR DECK BRACING PROVISIONS OF THE 2020 14. SIMPSON STRONG-TIE FRAMING CONNECTORS ARE INDICATED ON THE DRAWINGS. EQUIVALENT CONNECTORS
RESIDENTIAL BUILDING CODE. PARCEL ZONING: WR-WATERFRONT RESIDENTIAL
WITH EQUAL CAPACITIES FROM OTHER MANUFACTURERS MAY BE SUBMITTED FOR REVIEW. FILL ALL PARCEL TAX ID: 227.9-1-1
4. STRUCTURAL MATERIAL STRENGTHS: CONNECTOR NAIL HOLES UNLESS OTHERWISE SPECIFIED. EXISTING USE: SINGLE FAMILY DWELLING
4.1. CONCRETE: STAIR&DECK NOTES
4.1.1. FOOTINGS, PIERS, AND FOUNDATION WALLS Pc =3,000 PSI@28DAYS ALL FEDERAL,STATE,AND LOCAL CODES AND15. PROVIDE G185 HOT-DIPPED GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM A 653 FOR METAL REGULATIONS SHALL BE CONSIDERED TO BE PART
4.1.2. INTERIOR&EXTERIOR SLABS ON GRADE/RETAINING WALLS fc =3,500 PSI@28DAYS 1. STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED FRAMING CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER. FASTENERS USED WITH THESE OF THE BUILDING DETAILS AND SPECIFICATIONS
4.1.3. WIC RATIO 0.45-0.50 HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN YARD REQUIREMENTS: REQUIRED EXISTING AND REGULATIONS IF DISCREP
ANCIES
BETWEEN
THE CODES
4.1.4. SLUMP 3-6" 4 12 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND CONNECTORS SHALL BE HOT DIPPED GALVANIZED TO COMPLY WITH ASTM A 153. Z-MAX FINISH BY SIMPSON
4.1.5. AIR CONTENT FOR EXTERIOR/EXPOSED CONCRETE 5-7%(ONLY 1-2%ENTRAPPED AIR AT BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31 12 INCHES STRONG-TIE OR ACCEPTED EQUIVALENT. CONTAINED THESE PLANS EXIST,THE MORE
FRONT(EAST): 30 FT 24.Ot F1' STRINGENT SHH ALL APPLY UNLESS THE INFORMATION
INTERIOR SLABS) WHERE THE HANDRAIL IN INSTALLED ON ONE SIDE AND 27 INCHES WHERE THE HANDRAILS ARE PROVIDED ON SIDE 1 (NORTH): SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
4.1.6. ASTM C 260 ENTRAINED AIR FOR EXPOSED CONCRETE BOTH SIDES. 16. INSTALL ROOF SHEATHING WITH FACE GRAIN ACROSS SUPPORTS, USING PANELS CONTINUOUS OVER TWO OR ( ) 20 FT 8.1 t FT OF THE CODE,IN WHICH CASE THE CODE OR
MORE SPANS WITH END JOINTS BETWEEN PANELS STAGGERED AND LOCATED OVER CENTER OF SUPPORTS. SIDE 2(SOUTH): 20 FT 25.4t FT REGULATION SHALL TAKE PREFERENCE OVER PLANS.
4.1.8.. MAXIMUM CEMENT SUBSTITUTION ASM C 618 CLASS F FLY ASH 20/o(LOT<4%) 2. THE MAXIMUM RISER HEIGHT SHALL BE 81/4 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES.
4.1. ASTM C 150 TYPE I OR II PORTLAND CEMENT a INSTALL H-CLIPS OR EDGE BLOCKING WHEN REQUIRED BY MANUFACTURER FOR GIVEN APPLICATION AND USE. SHORELINE(WEST): 50 FT 40.9t FT DIG SAFELY NEWYORK
4.1.9. ASTM C 494 TYPE C OR E NON-CHLORIDE ACCELERATOR -CALL BEFORE You DIG
17. UNLESS INDICATED OTHERWISE, DO NOT INTERRUPT ROOF SHEATHING WHERE ROOF FRAMING SUPPORTS -WAIT THE REQUIRED TIME
4.1.10. ASTM C 33 FINE AGGREGATE(FOR CONCRETE), MUST BE 36%OF TOTAL AGGREGATE 3. THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6'-8"MEASURED -CONFIRM UTILITY RESPONSE
4.1.11. COARSE AGGREGATE(FOR SLABS)SHALL BE A BLEND OF WASHED CRUSHED STONE VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE VALLEY FRAMING. MAINTAIN CONTINUITY OF ROOF DIAPHRAGM UNDER VALLEY FRAMING. CUT 1-INCH DIAMETER LOT STATISTICS: REQUIRED EXISTING -RESPECT THE MARKERS
MEETING THE REQUIREMENTS OF ASTM C 33 FOR COARSE AGGREGATE, SIZE 57 OR 67 LANDING OR PLATFORM. HOLES IN THE SHEATHING AT 2 FEET ON CENTER(EACH WAY)UNDER THE VALLEY FRAMING FOR VENTILATION. -DIG WITH CARE
LOT SIZE: 2.0 AC 0.25t AC
4.1.12. COARSE AGGREGATE(FOR FTGSNVALLS/PIERS)SHALL BE BLEND OF WASHED CRUSHED SAFE DIGGING is EVERYONEs RESPONSIBILITY!
STONE MEETING THE REQUIREMENTS OF ASTM C 33 FOR COARSE AGGREGATE, SIZE 467 4. PORCHES, BALCONIES, OR RAISED FLOOR OR DECK SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE 18. NAIL SHEATHING WITH 10D COMMON NAILS AT 6 INCHES ON CENTER ALONG PANEL ENDS AND 12 INCHES ON LOT WIDTH: 150 FT 90 FT PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. ALTERNATE FASTENING SHALL BE PERMEABILITY: 75% MIN 70.0t% VISIT www.digsafelynewyork.com FOR ADDITIONAL
OR 57 FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES IN HEIGHT. OPEN SIDES OF STAIRS EQUIVALENT TO SPECIFIED NAILING AS INDICATED IN ESR-1539. SUBMIT ALTERNATE FASTENING INFORMATION, ROADMATER FRONTAGE: 150 FT 90 FT INFORMATION.
4.1.13. REINFORCING/DOWELS:ASTM A 615, GRADE 60 WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT INCLUDING FASTENER TYPE, DIAMETER, LENGTH, AND SPACING TO ENGINEER FOR REVIEW. BUILDING HEIGHT: 35 FT 25t FT
4.2. WOOD: LESS'rHAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. 2 Is AVIOLATION K STATE
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2 OF THE NEW YORK STATE EDUCATION LAW
4.2.1. WOOD CONNECTORS; SIMPSON STRONG-TIE OR EQUAL MINIMUM 16GA, U.N.O. PARKING: 1.5/DWELLING 2 SPACES FOR ANY PERSON,UNLESS ACTING UNDER THE
4.2.2. BEARING WALL FRAMING: NO. 12 OR BETTER,SPRUCE-PINE-FIR(SPF)U.N.O. 5. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR SURFACES, BALCONIES, DECKS, AND 19. CONSTRUCT HEADERS WITH CONTINUOUS PLYWOOD FILLERS OR SPACER BLOCKS AS REQUIRED TO MATCH DIRECTION OF A LICENSED PROFESSIONAL
4.2.3. SUBFLOORING: 23/32"THK T&G ADVANTECH OR EQUAL, OR 23/32"THK APA RATED PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW THE PASSAGE OF WALL WIDTH. LOCATED SPACER BLOCKS AT EACH END AND AT MID-SPAN OF HEADER. NOTES: ENGINEER,TO ALTERBE THIS DOCUMENT IN ANY
WAY.IF AN ITEM BEARING THE SEAL OF AN
SHEATHING, EXPOSURE 1, SPAN RATING 4824 A SPHERE 4 INCHES OR MORE IN DIAMETER. 1. POTABLE WATER SUPPLY IS LAKE GEORGE ENGINEER IS ALTERED,THE ALTERING ENGINEER
4.2.4. ROOF SHEATHING: 12"ZIP SYSTEM ROOF SHEATHING OR EQUAL, OR 15/32"THK APA 20. CONSTRUCT HEADERS FROM LUMBER WITHOUT END SPLITS, CHECKS, OR SHAKES. SHALL AFFIX TO THE ITEM HIS SEAL AND THE
2. WASTEWATER DISPOSAL UTILIZES AN EXISTING ONSITE SUBSURFACE WASTEWATER NOTATION ALTERED BY"FOLLOWED BY HIS
RATED SHEATHING, EXPOSURE 1, SPAN RATING 32/16 6. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. 21. GLUE-NAIL EACH PLY OF MULTIPLE PIECE BEAMS TOGETHER WITH THREE ROWS OF 16D NAILS AT 12 INCHES ON ABSORPTION SYSTEM(LOCATED IN FRONT YARD) SIGNATURE,THE DATE OF SUCH ALTERATION,
4.2.5. WALL SHEATHING: 7/15'THK ZIP SYSTEM WALL SHEATHING OR EQUAL, OR 9/16"THK APA HANDRAIL HEIGHT, MEASURED ABOVE THE TREAD NOSINGS, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE CENTER(STAGGERED). LOCATE ROWS OF NAILING 2 INCHES FROM TOP AND BOTTOM FACES AND AT MID-DEPTH AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 THAN 38 INCHES.ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS FROM A OF BEAM.
4.2.6. STUD WALL ANCHOR BOLTS:ASTM A 307, GRADE A. POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE DRAWING REFERENCES.
4.2.7. UNFINISHED BOLTS NUTS AND WASHERS:ASTM A 307, GRADE A. FLIGHT. 22. BOLT BEAMS HAVING THREE OR MORE PLY'S AND LOAD APPLIED TO EITHER SIDE OR VERTICAL FACE OF THE
4.2.8. CHEMICAL ADHESIVE ANCHORS: HILTI HIT-RE 500 V3 IN SOLID MASONRY OR CONCRETE,
HILTI HIT HY-270 IN MASONRY WITH SCREEN TUBES AT HOLLOW CORES. 7. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 12 INCHES BETWEEN THE WALL MEMBER WITH 12-INCH DIAMETER BOLTS AT 24 INCHES ON CENTER. STAGGER BOLTS ALONG TOP AND BOTTOM
4.2.9. PRESSURE TREATED FRAMING: SOUTHERN PINE-NO.2 OR BETTER, PRESSURE AND THE HANDRAIL FACES AT Ys BEAM DEPTH. 1. DATA AND SITE MAPS SPECIFIED WITHIN THESE DRAWINGS WERE PREPARED FROM AN
PRESERVATIVE TREATED AND RATED FOR APPLICATION OR USE.
EXISTING BOUNDARY SURVEY AND OTHER SITE INFORMATION, PROPERTY DATA, PRIOR SITE
4.2.10. MANUFACTURED MICROLLAM LVL OR PARALLAM PSL: MIN E=2.Ox106 PSI AND Fb-29W PSI 8. ENCLOSED ACCESSIBLE SPACE BENEATH STAIRWAYS SHALL HAVE WALLS AND UNDER STAIR SURFACE ON THE 23- PROVIDE BUILT-UP STUD COLUMNS AT MEMBER BEARING LOCATIONS IN STUD WALLS UNLESS NOTED PLANS, SUBDIVISION MAPS, SURVEY DOCUMENT, FIELD VERIFIED CONDITIONS,AND
OTHERWISE. CONSTRUCT BUILT-UP STUD COLUMNS WITH A MINIMUM WIDTH THE SAME WIDTH AS THE MEMBER HISTORICAL PROPERTY DOCUMENTS AVAILABLE AT THE TIME THE DRAWINGS WERE
AS MANUFACTURED BY TRUS JOIST, OR EQUAL. ENCLOSED SIDE WITH A 12 INCH GYPSUM COVERING.4.3. MASONRY: SUPPORTED. PROVIDE A MINIMUM BEAM BEARING LENGTH OF 34NCHES UNLESS OTHERWISE SPECIFIED. FOR PREPARED.ALL INFORMATION CONTAINED HEREIN IS SUBJECT TO FIELD VERIFICATION,ANY ENGINEERS STAMP:4.3.1. CONCRETE BLOCK: ASTM C 90 WITH AVERAGE NET COMPRESSIVE STRENGTH OF 1900 PSI, 9. EXTERIOR EXIT LANDINGS, STAIRS, DECKS, AND SIMILAR EXIT FACILITIES SHALL BE POSITIVELY ANCHORED TO EXTERIOR FRAMING USE PRESSURE TREATED SOLID MEMBERS ONLY. PROPERTY LIMITATIONS AND/OR EASEMENTS,AND LOCAL,STATE, OR FEDERAL AUTHORITIES
NORMAL WEIGHT. THE PRIMARY BUILDING STRUCTURE USING HANGERS, LAG BOLTS, SCREWS, OR OTHER FASTENING SYSTEMS 24. CUT"BIRDS MOUTH" IN SLOPED RAFTERS AT EXTERIOR BEARING WALLS TO PROVIDE FULL BEARING ON THE TOP RULES AND REGULATIONS.
4.3.2. BRICK: ASTM C 216, TYPE FBS, GRADE SW,WITH MINIMUM AVERAGE NET AREA NOT SUBJECT TO WITHDRAWAL. PLATE. 2. MAP OF A TOPOGRAPHIC SURVEY MADE FOR ROGER HOWARD BY VAN DUSEN &STEVES LAND
COMPRESSIVE STRENGTH OF 3000 PSI. SURVEYORS DATED FEBRUARY 26,2007.
4.3.3. MORTAR: ASTM C 270 OR ASTM C 1142, TYPE S(FOR MASONRY VENEERS USE TYPE N). 10. REQUIRED EXTERIOR EGRESS DOORS SHALL HAVE A LANDING OR FLOOR ON EACH SIDE OF THE DOORWAY. THE 25. PRE-DRILL LEAD HOLES FOR LAG SCREWS WITH A DIAMETER OF 60 PERCENT OF THE SHANK DIAMETER. 3. PROPOSED REPLACEMENT WASTEWATER SYSTEM FOR THE ROGER HOWARD RESIDENCE BY CE OF
4.3.4. GROUT: ASTM C 476, MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI, 8-10 INCH SLUMP. LANDING OR FLOOR AREA EACH SIDE SHALL BE MINIMUM T-0"X T-0". THE LANDING OR FLOOR SHALL BE MAXIMUM ENVIRONMENTAL DESIGN PARTNERSHIP LLP DATED JULY 26 2011. �Q ��E O
4.4. STEEL: 1 1 2"BELOW THE DOOR THRESHOLD ON THE SIDE UNDER THE DOOR SWING, AND MAXIMUM 81/4"BELOW THE ENLARGE THE LEAD HOLES TO THE SHANK DIAMETER FOR THE LENGTH OF UNTHREADED SHANK.
4. THIS DRAWING REQUIRES EXISTING CONDITIONS TO BE FIELD VERIFIED PRIOR TO
4.4.1. STRUCTURAL ROLLED STEEL SHAPES: ASTM A992 F 50 KSI). THRESHOLD WHEN THE DOOR DOES NOT SWING OVER THE FLOOR OR LANDING. * �n
( y- ) 26. INSERT LAG SCREWS AND WOOD SCREWS BY TURNING, DO NOT DRIVE WITH HAMMER OR INSTALL WITH HAMMER CONSTRUCTION.THE PROPOSED CONDITIONS CONTAINED HEREIN ARE BELIEVED TO BE IN -
4.4.2. STEEL PLATES, BARS, CHANNELS,ANGLES, &MISC. STEEL SHAPES: ASTM A36. DRILL. GENERAL COMPLIANCE WITH THE ZONING ORDINANCE OF THE TOWN OF QUEENSBURY(WITH r
4.4.3. STRUCTURAL PIPE: ASTM A53, TYPE E OR S, GRADE B. 11. ALL EXTERIOR DOORS, OTHER THAN ANY REQUIRED EGRESS DOOR, SHALL HAVE A LANDING OR FLOOR ON EACH EXCEPTION OF ANY REQUESTED/GRANTED VARIANCES, WAIVERS, OR SPECIAL PERMITLU
4.4.4. HSS RECTANGULAR MEMBERS: ASTM A500, GRADE B, 46 KSI. SIDE OF THE DOORWAY. THE LANDING OR FLOOR AREA EACH SIDE SHALL BE MINIMUM 3'-0"X T-0".THE LANDING ) (P
27. EPDXY ADHESIVE FOR GLUE-NAILED SHEATHING OR BUILT-UP MEMBERS SHALL BE HEAVY DUTY CONSTRUCTION
4.4.5. HSS ROUND MEMBERS: ASTM A500, GRADE B, 42 KSI. OR FLOOR SHALL BE MAXIMUM 7 3/4"BELOW THE DOOR THRESHOLD ON EACH SIDE. A TOP LANDING IS NOT AND SUB-FLOOR ADHESIVE AS MANUFACTURED BY TITEBOND OR ACCEPTED EQUIVALENT. INSTALL EPDXY PER • 07g06
4.4.6. WELDING: IN ACCORDANCE WITH AWS, E70 ELECTRODES. REQUIRED WHERE A STAIRWAY OF NOT MORE THAN TWO RISERS IS LOCATED ON THE EXTERIOR SIDE OF THE MANUFACTURER'S RECOMMENDATIONS. ROFESSI&
4.4.7. HOT-DIP-GALVANIZING: ASTM A123 AFTER FABRICATION DOOR,PROVIDED THAT THE DOOR DOES NOT SWING OVER THE STAIRWAY. A FLOOR OR LANDING IS NOT
4.4.8. STRUCTURAL CONNECTIONS USING HEAVY HEX BOLTING ASSEMBLIES:ASTM F3125, REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, 28. HEADERS IN NON-LOAD BEARING AND LOAD BEARING WALLS SHALL BE INSTALLED AS FOLLOWS; APPROVALS. /Iq/
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GRADE A325, TYPE MIN 0. PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS.
4.4.9. THREADED ROD ANCCHORS:: ASTM A36. 1128.1. TYPICAL BEARING WALL HEADERS UP TO 5'-0"SPAN SHALL BE BUILT-UP(2)2X10, UNLESS NOTED OTHERWISE. ALL APPROVALS AND PERMITS FROM REGULATORY AGENCIES
TABLE R301.2(1) ALL HEADERS GREATER THAN 64T IN BEARING WALLS SHALL BE BUILT-UP(3)2X10 FOR 2X6 WALLS AND(2)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 2X12 FOR 2X4 WALLS, UNLESS NOTED OTHERWISE. SHALL BE OBTAINED PRIOR TO START OF ANY CONSTRUCTION. REVISIONS
SEISMIC 28.2. INSTALL HEADERS WITH MINIMUM 1 12 INCHES BEARING, INSTALL HEADERS AT LOAD BEARING WALLS WITH AGENCY APPROVAL OR PERMITS MAY INCLUDE, BUT ARE NOT 5
WIND DESIGN SUBJECT TO DAMAGE FROM
GROUND WINTER ICE BARRIER FLOOD AIR MEAN MINIMUM 3"BEARING EACH SIDE WHEN THE SPAN IS 5FT OR GREATER. WHERE POINT LOADS EXIST OVER LIMITED TO;
SNOW DESIGN CLIMATE
SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE o DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL ZONE HEADERS INSTALL DOUBLE JACK STUDS FOR A MINIMUM OF 3"BEARING EACH SIDE, U.N.O. - TOWN OF QUEENSBURY ZBA AREA VARIANCE FOR 4
LOAD d(mph) EFFECTS k REGION I DEBRIS ZONE m f a DEPTH b TEMP a REQUIRED It 9 INDEX i TEMPi 28.3. LOCATIONS WITH A SINGLE JACK STUD SHALL HAVE AN ATTACHED SINGLE FULL HT KING STUD NAILED 6"OC. RECONSTRUCTION OF AN EXISTING NON-CONFORMING 3
LOCATIONS WITH DOUBLE JACK STUDS SHALL HAVE AN ATTACHED DOUBLE FULL HT KING STUD NAILED 6" STRUCTURE(OBTAINED VIA RESOLUTION DATED 1/26/22, a
50 1 115 NO NO NO C SEVERE 4 FT SLIGHT-MOD 0°F YES NO 1 2500 1 45.2° F I 6A OC, UNLESS OTHERWISE SPECIFIED. ATTACHED TO DWG-3) 2 Z
FOR SI: 1 POUND PER SQUARE . . -2X8 FOR SPANS UP TO 4FT,2-2X10 FOR SPANS UP TO 8FT, 3-2X10 OOT=0.04 a, 1 = s 284 NON-BEARING WALL HEADERS SHALL BE 2 - TOVMI OF 4UEENSBURY PB SITE PLAN REVIEW(OBTAINED r
NOTES: FOR SPANS LARGER THAN 8FT.ALL NON-BEARING HEADERS SHALL BE INSTALLED WITH A SINGLE JACK STUD VIA RESOLUTION DATED 2/15/22,ATTACHED TO DVVG-3) 1 2/1922 ISSUE FOR PERMIT
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 EACH END U.N.O. - TOVMI OF @UEENSBURY BUILDING PERMIT W
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 PROJECT NO. : 1716
DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C90, C 129,C 145, C 216 OR C 652. 29. ROOF AND FLOOR MEMBERS AND FRAMING SHALL BE CONNECTED TO SUPPORTING BEARING WALLS OR BEAMS � rT-- , o
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 WITH NAILING(PER THE NAILING SCHEDULE CONTAINED IN THE BUILDING CODE) IN ADDITION TO ONE UPLIFT RE C E I V i._. SCALE: AS NOTED m
FOOTING BELOW FINISH GRADE. ANCHOR INSTALLED AT EACH MEMBER, RAFTER,JOIST, OR TRUSS. INSTALL SIMPSON H1 HURRICANE TIES OR TOWN OF QUEENSBURY w
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 EQUAL, UNLESS OTHERWISE SPECIFIED. SIGNATURE BLOCK DATE: 9/24/21
DAMAGE. FEB 2 2 2U2
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 FIELD COORDINATION NOTES APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED ON DRAWN BY: DWRPE z
SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301.2.1.4. BY THE ZONING BOARD OF TOWN OF QUEENSBURY _
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 PLUMBING CODE. 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, ELEVATIONS, DIMENSIONS, MATERIAL QUANTITIES PLANNING OFFICE PROJECT: o
DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. AND SIZES, AND ETC FOR COORDINATION WITH PLANNED WORK PRIOR TO START OF CONSTRUCTION. APPEALS OF THE TOWN OF QUEENSBURY, N.Y. j>
f. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1. o W
g. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTIONS ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND VERIFICATION OF; INTERFERENCES, REMOVALS, OTHER CONNORS RESIDENCE Ir
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 TRADES OR RELATED WORK, AND COORDINATION OF, RELOCATION OF,AND RE-WORKING OF EXISTING slcw►Tu�E DATE 95 ROCKHURST RD, QBY g
FIRMS AND FBFMs OR OTHER FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED. MECHANICAL, ELECTRICAL,&PLUMBING SYSTEMS, UTILITIES,AND OTHER EXISTING BUILDING COMPONENTS TO 00
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, INCLUDE, BUT NOT LIMITED TO; D rx
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". 2.1. EXISTING MECHANICAL, ELECTRICAL,AND PLUMBING SYSTEMS OR COMPONENTS WITHIN WORK AREA DRAWING TITLE a a
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)VALUE ON 2.2. EXISTING ROOFING OR ROOFING REPLACEMENT, FLASHINGS,WEEPS, DRAINAGE BARRIERS, FLOOR OR ROOF TOV OF QUEENSBURY w
M1 w
THE NATIONAL CLIMATIC DATA CENTER DATA TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32°F)." DRAINS, GUTTERS, AND ETC. SIGNATURE BLOCK DECK REPAIR loz
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 METHOD(BASE 2.3. VERIFICATION AND COORDINATION OF FINISHES WITH OWNER AND TO MATCH AND ALIGN NEW WORK WITH TECHNICAL NOTES a"
32 F). EXISTING APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED ON O
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 2.4. EXTERIOR/PERIMETER SITE WORK AND RELATED SITE COORDINATION OR CONDITIONS BY THE PLANNING BOARD OF THE w W
JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES". OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE. 2.5. UNDERGROUND OR SUBSURFACE UTILITIES OR COMPONENTS TOWN OF QUEENSBURY N.Y. m z
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 ' DRAWING NO. $
"YES"AND IDENTIFY ANY SPECIFIC REQUIREMENTS. OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE 3. NOT ALL REMOVALS AND/OR RELATED DEMOLITION WORK IS NOTED OR SPECIFIED ON THESE STRUCTURAL N
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 THE DRAWINGS. CONTRACTOR SHALL COORDINATE AND VERIFY ALL REQUIRED REMOVALS, DEMOLITION, AND DWG =l
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7.13-2-38
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ENGINEERS STAMP:
BOATHOUSE AND DECK REPAIR KEY REPAIR PLAN NOTES:
CONTRACTOR TO OBSERVE EXISTING BOATHOUSE AND ELEVATED DECK 1. IN-KIND REPLACEMENT OF DETERIORATED MEMBERS SHALL INCLUDE FIELD VERIFICATION OF EXISTING
OA FRAMING AND STRUCTURE. REMOVE AND REPLACE(IN COMPONENT LOCATIONS AND SIZES AND ALL MEMBERS REPLACED SHALL BE OF EQUAL SIZE,STRENGTH, `T ��OF
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EXISTING ROOFING TO BE REMOVED AND REPLACED. DETERIORATED OF MATERIALS AND MEMBERS REQUIRING REPLACEMENT DUE TO DETERIORATION EXISTING 13±SF N�
OSUBSTRATE TO BE REPLACED PER FIELD VERIFIED CONDITIONS. INSTALL LANDING �°- 0790
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SPECIFICATIONS ANY REMOVALS
2 EXISTING DECK LAYOUT & FRAMING PLAN 2 j19�22
OEXISTING BOATHOUSE SUNDECK PERIMETER RAILING AND GUARDS TO BE 4. CONTRACTOR SHALL NOT MODIFY OR ALTER THE STRUCTURE WITHOUT PRIOR REVIEW AND APPROVAL OF THE \PWG4 SCALE: 14'= 1'-0" REVISIONS
REMOVED AND REPLACED PER FIELD VERIFIED CONDITIONS OWNER AND ENGINEER. INSTALL MEMBERS USING FIELD VERIFIED MEMBER SIZES AND SPACING. REFER TO
EXISTING STAIR TO BE REMOVED AND REPLACED PER FIELD VERIFIED STRUCTURAL DETAILS HEREIN FOR MINIMUM SIZE AND SPACING OF CERTAIN MEMBER AND COMPONENTS 5
OD CONDITION. REFER TO STAIR NOTES FOR ADDITIONAL INFORMATION AND 5. CONTRACTOR AND/OR OWNER ARE RESPONSIBLE FOR SECURING ALL REQUIRED PERMITS PRIOR TO START OF 4
REQUIREMENTS ANY WORK. COORDINATE ALL WORK WITH PERMIT REQUIREMENTS AND ANY REQUIRED INSPECTIONS OR
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OEXISTING DECK SUPPORT POSTS TO BE REMOVED AND REPLACED(IN-KIND) IN A TIMELY MANNER AND IN AN APPROPRIATELY LOCATED AND SIZED CONTAINER
PER FIELD VERIFIED CONDITIONS PROJECT NO. : 1716 z
7. WHERE LAND DISTURBANCE IS REQUIRED FOR COMPLETION OF ANY SPECIFIED OR REQUIRED WORK,O SCALE: AS NOTED to
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SEDIMENT TRANSPORT UNTIL SUCH AREAS HAVE BEEN TOPSOILED, SEEDED,AND MULCHED OR TEMPORARILY z
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1 1 \ PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
VISIT www.dgsafelynmyork.com FOR ADDITIONAL
INFORMATION.
IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON,UNLESS ACTING UNDER THE
—ate DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,TO ALTER THIS DOCUMENT IN ANY
WAY.IF AN ITEM BEARING THE SEAL OF AN
LANDS N/F OF ENGINEER IS ALTERED,THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
ILSE COVALS
NOTATION"ALTERED By,FOLLOWED BY HIS
1268 235 SIGNATURE,THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
227.13-2-38
(LAKE WA 7FR SUPPLY)
STAIR DOWN
(1 OR AND 9T)
STAIR DOWN
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SIMPSON LATERAL REPLACEMENT 6X6
BRACING ANCHOR& P.T. DECK SUPPORT
NCGY SCALE: 3/37'=1'4' BRACKET,TYP 7 LOC'S POSTS, TYP
ENGINEERS STAMP:
BOATHOUSE AND DECK REPAIR KEY REPAIR PLAN NOTES: -------
CONTRACTOR TO OBSERVE EXISTING BOATHOUSE AND ELEVATED DECK 1. IN-KIND REPLACEMENT OF DETERIORATED MEMBERS SHALL INCLUDE FIELD VERIFICATION OF EXISTING I OF
AOFRAMING AND STRUCTURE. REMOVE AND REPLACE(IN-KIND)ANY COMPONENT LOCATIONS AND SIZES AND ALL MEMBERS REPLACED SHALL BE OF EQUAL SIZE,STRENGTH, 0
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VERIFICATION OF LOCATIONS AND EXTENT OF DETERIORATION, AND DETERMINATION OF QUANTITIES AND SIZES
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SUBSTRATE TO BE REPLACED PER FIELD VERIFIED CONDITIONS. INSTALL LANDING RpfiESS �N�y�
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REMOVED AND REPLACED PER FIELD VERIFIED CONDITIONS OWNER AND ENGINEER. INSTALL MEMBERS USING FIELD VERIFIED MEMBER SIZES AND SPACING. REFER TO
STRUCTURAL DETAILS HEREIN FOR MINIMUM SIZE AND SPACING OF CERTAIN MEMBER AND COMPONENTS 5
EXISTING STAIR TO BE REMOVED AND REPLACED PER FIELD VERIFIED 4
DOCONDITION. REFER TO STAIR NOTES FOR ADDITIONAL INFORMATION AND 5. CONTRACTOR AND/OR OWNER ARE RESPONSIBLE FOR SECURING ALL REQUIRED PERMITS PRIOR TO START OF
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4X4 P.T. RAILING POSTS
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i TOP RAIL, 2X4 P.T. RAIL Zon r g Board of Appeals—Record of Resolution Town of Qumusbury = = cz s = o ¢
STIFFENER, WITH Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518)761-8238 Community Development Office g p CSp 0
74213a Road, ns ' ? a'
WIRE/CABLE GUARDS. y d,Quee .bury;NY 12804 W
MAX 4"OC, SEE NOTES TO Aof Town of Queensbury Planning Board
P.T.6X6 POST, TYPICAL FOR MORE INFO Area Variance Resolution To: Approve RESOLUTION—Grant 1 Site Plan A val u+ Go
U.N.O. Applicant Name: Patrick M.Connors PPm'
PORCH/DECK ISTING BUILDING EXTERIOR WALL - FSIe Number: AV 3-2022 SITE PLAN 2-2022 PATRICK CONNORS = � 5-0
FRAMING o Location: 95 Rockhurst Road Tax Map ID:227.9-1-1/Property Address:95 Rockhurst Road/Zoning:WR a x ¢ rn
SIMPSON ABU66 POST g a o >
x M Zi x y M Tax Map Number: 227.9-1-1 0 ¢ >- � _ ¢
BASE COPPER OR MEMBRANE FLASHING 5/4X6 DECKING ZBA Meeting Date: January 26,2022 The applicant has submitted an application to the Planning Board:Applicant proposes to remove an existing x z = y c z
(3)#4 VERT REINF BARS 2X PT LEDGER FV TO MATCH EX deck of 6"sq.ft.to construct a 6"sq.ft.deck in the same location. The deck is attached to the existing 3 z z CO o
IN EACH PIER WITH#3 DRILL AND ADHESIVE ( ) The Zoning Board of Appeals ofthe Town of Queensbury has received an application from Patrick M. house and has a patio area underneath. The steps from the deck to the lower patio area will remain in the ey W o w ¢ x _
TIE TOP AND MID-HT (MIN 2X10) C room Applicant proposes to remove an existing same lace. The existing home is 1,890 s z = c.5 a x y
ANCHOR 5/8 0 ANCHOR 2X10 PRESSURE TREATED PP ProPo g deck of 644 sq.ft.to construct a 644 sq.ft.deck in the P g q.ft.minus the deck.There is additional work on the boat house J
same location.The deck is attached to the existing house and has a patio area underneath.The steps from the structure. Pursuant to Chapter 179-3-040, 179-13-010, 179-4-080, construction of a new deck shall be
ROD TO CONCRETE PIER JOISTS AT 16 INCHES O.C. deck to the lower patio area are to be in the same place.The existing home is 1,890 sq.fL footprint minus the subject to Planning Board review and approval.
deck.There is additional work on the boat house structure.Relief is requested for setbacks. (�
COMPACTED Pursuant to relevant sections of the Town of Zo ' Code-C ter 1T9-9-080, the Planning
BACKFILL N Board has determined that this proposal satisfies the requirements stated in the Zoning Code;
—a SIMPSON U210
' I The applicant requests relief for setbacks for a deck addition. The parcel is located in the Waterfront As reed General MunicipalLaw Section 239-m the site
FM HANGERS, TYP Residential zone en a 0.25 ac �' � P�application was referred to the Warren
(3)#4 VERT, TYP parcel. County Planning Department for its recommendation
(2) 1/2"0 GALV �..1
12' l SIMPSON U210 CARRIAGE BOLTS 179-3-040 dimensional.Section 179-4-08o irks The Planning Board made a recommendation to the Board of A
FM HANGER, TYP The deck is to be 40.94 ft.from the shoreline and 8 39 ft.fiom the side line. The shoreline setback a Zoning Appeals on Ul8/2022I the ZBA
_ (2)2X12 P.T. EDGE BEAM BEAMS TO property approved 1/26/2022 ■ �
° a requirement is 50&and the side setback requirement is 20 ft.
/ AT WALKOUT BASEMENTS W/1/2"0 GALV CARRIAGE COLUMNS& The Planning Board opened a public hearing on the Site plan application on 2/15/2022 and continued the UJ
FLASHING MUST DRAIN BOLTS 24"OC STAGGERED T&B RAILING POSTS SEQRTypeII—no further review required; public hearing to 2/15/2022 wben it was closed, ■ V
1 1/i IN CL• 4— 4 &LET-IN 3"AT COLUMNS TO BEAMS,
I Z o a ABOVE SIDING AND FINISHES A public hearing was advertised and held on Wednesday,Jan 19 2022&Wednesday,Jan
I I TYPICAL INSTALL g '�' � Y January 26.��• The Planning Board has reviewed the
BELOW ( g application materials submitted by the applicant and all comments
4 AT BEAM SPLICE made at the pubes hearing�en�tted in writing through and including 2115/2022;
o \ y Upon review of the application materials, information supplied during the public hearing, and upon
a LOCATIONS) consideration of the criteria specified in Section 179-14-080(A)of the Queensbury Town Code and Chapter 267 The Planning Board determines that the application complies with the review considerations and standards W
of NYS Town Law and after discussion and deliberation,ore find as follows:
--—— CLOSED TIES P.T. 6X6 DECK set forth in Article 9 of the Zoning Ordinance for Site Plan approval,
POSTS MAX 9'-5" MOTION TO APPROVE WE PLAN 2-Z1122 PATRCK CONNORS Intraiuced Michael Dixon
(TOP&MID-HT) I. Them is not an undesirable change m the character of the neighborhood nor a detriment to nearby
PLAN VIEW-RND PIER OC(FOR MAX properties. As discussed we're talking about some handrails and some piers. who moved for its adoption by W
10FT JOIST SPAN)
DRILL AND 2. Feasible alternatives have been considered but are limited due in existing house location and the previous
Per the draft provided by staff conditioned upon the following conditions: r
EXISTING MAT SLAB AND SIMPSON ABU66 ADHESIVE ANCHOR �►
GALV POST BASE 5/8"0 CONNECTOR ■ O
VERTICAL BARS ° a FDN ELEMENTS TO REMAIN 3. The requested variance is not substantial. If anything it's minimal to moderate. 1) Waivers request Jll : g. site lighting, h. signage,j. stormwater, k. topography, 1. landscaping, n ,� �
EMBEDDED , p floor plans soil to
ANCHOR TO traffic o. commercial alterations! construction details
q• B� r• N
U.N.O. ON PLAN EXISTING 4. There is not an adverse impact on the cal or environmental conditions in the neighborhood or district. consbuction/de molition disposal s.snow removal,waivers requested are considered reasonable; y
INTO FTG %4 SHOWN SCHEMATICALLY p �' ' sh 2 The approval is v T
( CONCRETE MIN 5 It,again,will have a minimal impact at beat. It appears to be an improvement with the railings and the ) aPPro i slid for one(1)year from the date of approval. Applicant is responsible for requesting
ONLY-UNVERIFIED an extension of approval before the one(1)year time frame has
EMBED. piers and bringing a property back that just needs a little bit of work to it. PPro expired if you have not yet applied for a O O
2'-4"0 OR SQ FOOTING FORM COMPACTED SUBGRADE °a building permit�h commenced significant site work. ti■■' CO Z 04 tJ
BEARING ° a a ° e 5. The alleged difficulty may be considered self-created. 3) Adherence to the items outlined in the follow-up letter sent with this resolution. C0 fl.
"BIGFOOT"BF28 OR EQUAL a aengineeringy
a , o a a ° a) If application was referred to gn required prior•to signature of � O � CV a..
o a $ a a ° 6. In addition,the Board finds that the benefit to the ar»c�n&then sign-off off
e e a c �Pficaw from granting the requested variance would Zoning Administrator of the approved plans; �
a a a e Q a a ° outweigh (approval)the resulting detriment to the heft safety and welfare of the neighborhood or X O O 3
TYPICAL PIER b) Final approved plans should have dimensions and setbacks noted on the site plawsmvey,floor plans —� y O U. I` -Q
° community;' and elevation for the existing rooms and proposed room in the building and site improvements, I` m y .•►
1 FOUNDATION DETAIL AT DECK COLUMN ; 7. The Board also finds that the variance request under consideration is the minimum necessary, c) Final approvod plans,in compliance with the Site Plan,must be submitted to the Community 4) C O
1 Devdehpmed ikpertrnent befcra any further review by the 7cnirhg Adminisuator or Broiling and sQ CD _O r
dd
WG SCALE: NOT TO SCALE ° 8. The Board also proposes the following conditions: Codes personnel; Q. 3
d) The applicant must Meet with Staff after approval and prior to isauaaoe of Building Permit
a) Adherence to the items outlined in the follow-up letter sew with this resolution. and/or the beginning of any site work;
2 TYPICAL DECK FRAMING DETAIL e) Subsequem immm of feather permits,including building permits is dependent on compliance with
the WG and all other exmditivna of ilea resolution;
SCALE: NOT TO SCALE BASED ON THE ABOVE FIND—WOS I MAKE A MOTION TO APPROVE AREA VARL4,NCE NO 3 f) As-built plans to certifythattbe site plan is developed woord ng to the approved plain to be provided ALL FEDERAL,STATE,AND LOCAL CODES AND 24"DECK SPAN<6' Z STAGGER FASTENERS 18"DECK SPAN <10' IN 2 ROWS
2_?Introduced by Brent McDevitt,who moved for its adoption,seconded by James Underwood: prior to issuance of the certificate of occupancy; REGULATIONS SHALL BE CONSIDERED TO BE PART
g
12"DECK SPAN <14'
g) Resolution to be placed on final plans in it-entimy and legible. OF HEREIN.IF DISCREPANCIES BETWEEN THE CODES THE BUILDING DETAILS AND SPECIFICATIONS
ZV Duly adopted this 26Hr Day of January 2022 by the following vote: AND REGULATIONS AND THE INFORMATION
Motion sccondcd by David Doeb.Daly adopted this 156 day of February 2022 by the following vote: CONTAINED ON THESE PLANS EXIST,THE MORE
6.5"MIN FOR 2X10 AYES: Mr.Henkel,Mr.Umco,Mr.Stark,Mrs.Hamlin,Mr.Underwood,Mr.McDevitt,Mr.McCabe STRINGENT SHALL APPLY UNLESS THE INFORMATION
SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
AYES: W.Magowae,Mr LaSarso,Mr.lleeb,Mr.Dixon,bar.Molloy;Mr. (raver OF THE CODE,IN WHICH CASE THE CODE OR
� 7.5"MIN FOR 2X12 REPLACEMENT OF NOES: NONE
NONEREGULATION SHALL TAKE PREFERENCE OVER PLANS.
DETERIORATED REPLACEMENT HANDRAIL NOES:
M 2" MIN z DECK SUBSTRATE TO MATCH DECK ABSENT. Mr'Kuhl DIG SAFELY NEW YORK
PER FIELD HANDRAIL, SEE 2/DWG2 ABSENT: Mr.Longacker,Mr.Valentine -CALL BEFORE YOU DIG
-WAIT THE REQUIRED TIME
P.T. LEDGER GALV LAG VERIFIED FOR INFORMATION -CONFIRM UTILITY RESPONSE
SCREW OR BOLT " CONDITIONS WITH -RESPECT THE MARKERS
-DIG WITH CARE
NEW EPDM ROOF
LEDGER CONNECTION (BY OTHERS) SAFE DIGGING IS EVERYONES RESPONSIBILITY!
FV SLOPE PLEASE CALL 1.800-962-7962 BEFORE YOU DIG.
VISIT www.digsafelynewyork.com FOR ADDITIONAL
INFORMATION.
EXISTING IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
BUILDINGJWALL
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON,UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
MINIMUM OF(4)SIMPSON 1Z ENGINEER,TO ALTER THIS DOCUMENT IN ANY
EXISTING FLOOR EVENLY SPACED ALONG LEDGER
FRAMING OR RIM LENGTH FOR EACH SIDE OF BUILDING, WAY.IF AN ITEM BEARING THE SEAL OF AN
BOARD SEE PLAN FOR LOCATIONS EXISTING FV EXISTING EDGE AND ENGINEER IS ALTERED,THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
BOATHOUSE BEAM POST CONDITIONS, NOTATIUNREATHERED B OF FOLLSUCHOWED
BY HIS
CONSISTING OF REPLACE DETERIORATED SIGNATAND A SPECIFIC DESCRIPTION OF THE ALTERATION.
EXISTING 2)(12 2-2X8 AND ONE FRAMING IN-KIND.
BOATHOUSE DECK 2X10 TO REMAIN INSTALL NEW 2X
JOISTS TO REMAIN EXISTING BOATHOUSE BLOCKING WHERE
(FV SIZE) 6X6 P.T. SUPPORT REQUIRED AND MIN(2)
COLUMNS 8FTt OC TO 1/2"0 CARRIAGE BOLTS
REMAIN, REMOVE AND AT EACH RAILING POST
FLOOR REPLACE
LAG SCREWS OR BOLTS PER
FRAMING DETERIORATED
FDN WALL OR LEDGER REQUIREMENTS COLUMNS(IN-KIND)
EXT WALL 3/8"0 GALV LAG BOLT WITH ENGINEERS STAMP:
BELOW MIN 3"PENETRATION INTO
EXISTING WALL BEARING
PLATE, FRAMED WALL TOP 4 BOATHOUSE REPAIR SECTION
PLATE, OR RIM WGY SCALE: NOT TO SCALE OF
LATERAL BRACING CONNECTION-OPTION 1
BUILDING cr
EXTERIOR r"
WALL SIMPSON DTT2Z TO SIDE OF er4
v
40.o �0• 07906 ?
RIM BOARD DECK
JOIST
TO RIM JOIST, SEE RO'eFSS►ONP��
PLATE WASHER 4PLAN FOR LOCATIONS
2/19/22
REVISIONS
5
4
3 ui
FLOOR LAG SCREWS OR BOLTS PER 2 z
FRAMING LEDGER REQUIREMENTS 1 2/19/22 ISSUE FOR PERMIT m
FDN WALL OR
3
T WALL
PROJECT NO. : 1716
BELOW
SCALE: AS NOTED
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DATE: 9/24/21 lu
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LATERAL BRACING CONNECTION-OPTION 2 0
DRAWN BY: DWRPE W
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TYPICAL DECK PROJECT: �o
3 LEDGER AND BRACING CONNECTION DETAIL CONNORS RESIDENCE 0 W
95 ROCKHURST RD, QBY W
WG SCALE: NOT TO SCALE U O
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