AST-000689-2017 �^ TOWN OF QUEENSBURY
� 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
--__ Community Development - Building & Codes (518) 761-8256
CERTIFICATE OFCOMP 1ANCE
Permit Number: AST-000689-2017 Date Issued: Friday, May 24, 2019
This is to certify that work requested to be done as shown by Permit Number AST-000689-2017
has been completed.
Tax Map Number: 302.7-1-37
Location: 40 NORTH RD
Owner: KRIS ROGLIERI
Applicant: KRIS ROGLIERI
This structure may be occupied as a: Detached Garage 3000 s.f.
Cross Ref.: By Order of Town Board
Area Variance Z-AV-79-2017 approved by TOWN of QuEENssuxY
ZBA 12/20/2017
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road, Queensbury,NY 12804-5904 (518)761-8201
Community Development- Building & Codes (518) 761-8256
BUILDING PERMIT
Permit Number: AST-000689-2017
Tax Map No: 302.7-1-37
Permission is hereby granted to: KRIS ROGLIERI
For property located at: 40 NORTH RD
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: KRIS ROGLIERI Detached Garage $200,000.00
Owner Address: 40 North RD Total Value
$200,000.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Joe Johnson
28 Haughney RD
Troy,NY 12180
Plans& Specifications
Detached Garage 3000 s.f.
Cross Ref.:
Area Variance Z-AV-79-2017 approved by
ZBA 12/20/2017
$ 450.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, February 28, 2019
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town o VW
ed e e ruary 28, 2018
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
GENERAL REQUIREMENTS FOUNDATION CONCRETE CONT. SPECIAL INSPECTIONS ABBREVIATIONS
1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE 1. EXCAVATE FOR FOUNDATIONS TO THE DEPTHS SHOWN ON THE DRAWINGS 2. PROPORTIONING: SPECIAL INSPECTION BY A DEPUTY REGISTERED INSPECTOR APPROVED BY THE A.B. . . . . . . ANCHOR BOLT
AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. BELOW UNDISTURBED SOIL OR COMPACTED EARTH, 18" MINIMUM UNLESS BUILDING DEPARTMENT SHALL BE PROVIDED FOR THE FOLLOWING: (UNLESS ABV• . . . . . .ABOVE
OTHERWISE NOTED. SEE SOILS REPORT FOR PAD AND FOOTING A. GENERAL: NOTED OTHERWISE.) A/C . . . . . .AIR CONDITIONING Z
2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED COMPACTION REQUIREMENTS, IF APPLICABLE. CONCRETE FOR ALL PARTS OF THE WORK SHALL BE OF THE ALT. . .ALTERNATE 0-1
BY THE CONTRACTOR AT THE SITE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, ETC. SPECIFIED QUALITY CAPABLE OF BEING PLACED WITHOUT SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: 0 . . . . . . . AT Z U W
EXCESSIVE SEGREGATION AND, WHEN HARDENED, OF DEVELOPING 1. PLACEMENT OF ALL CONCRETE WITH f'c OF GREATER THAN 2,500 PSI BLK� .BLOCK ►--� Z M
NECESSARY TO SUPPORT CUT AND/OR FILL BANKS DURING EXCAVATION ALL CHARACTERISTICS REQUIRED BY THESE SPECIFICATIONS AND 2. BOLTS INSTALLED IN CONCRETE. PRIOR TO PLACEMENT OF • • �-+
3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTAL ED IN BLK G. .BLOCKING '
AND FOR FORMING AND PLACEMENT OF CONCRETE. THE CONTRACT DOCUMENTS. BM. . BEAM
ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTIT TED C/] O N
CONCRETE AROUND BOLTS. Z �
PUBLIC AUTHORITIES HAVING JURISDICTION INCLUDING ALL COUNTY A D B.N. . . . . . .BOUNDARY NAILING 0--i Z
' 3. CARE SHALL BE TAKEN NOT TO OVEREXCAVATE FOUNDATION AT LOWER ❑ 3. SPECIAL MOMENT-RESISTING CONCRETE FRAME. W W �
LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ELEVATION. PREVENT DISTURBING SOILS AROUND FOOTINGS AT HIGHER B. STRENGTH: 4. REINFORCING STEEL AND PRESTRESSING STEEL TENDONS. C . . . • . . . CAMBER �i (� a
ACCIDENT COMMISSION, OSHA. ELEVATION. 4.1 DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE. CENTER LINE W Z W �
THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE (F'c) �C.J. . . . . . . CEILING JOIST W o
4.2 DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL �
4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, 4. FILLING AND BACKFILLING SHALL BE INSPECTED AND APPROVED BY THE FOR EACH PORTION OF THE STRUCTURE SHALL BE AS DESIGNATED CONC. . . . . .CONCRETE Z, Z
CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY ITEM 1. H o�
DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING PROJECT SOILS ENGINEER PRIOR TO FORMING. BELOW. STRENGTH REQUIREMENTS SHALL BE BASED ON 28-DAY CONT. . CONTINUOUS
El 5.1 CONTINUOUS INSPECTIONS DURING WELDING OF ANY MEMBER OR CONNECTION EXCEPT: (� -+
CONSTRUCTION. COMPRESSIVE STRENGTH, UNLESS A DIFFERENT TEST AGE IS
WELDING DONE IN AN APPROVED FABRICATORS SHOP. D OR d . . . .NAIL PENNY
U O
5. ALL FILL AND BACKFILL MATERIAL SHALL BE APPROVED BY THE SPECIFIED. DBL. . . . . . .DOUBLE Z
5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL PROJECT SOILS ENGINEER. CONTINUOUS INSPECTION IS NOT REQUIRED FOR: DF . . . . . . .DOUGLAS FIR
WORK, INCLUDING THAT OF ALL SUB-TRADES. DFPT DOUGLAS FIR W Z
SLAB-ON-GRADE 3000 PSI SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/16" E'-� w
� N
6. FILLING AND BACKFILLING SHALL BE COMPACTED TO A MINIMUM OF 90% . FTG, ,�S 3000 PSI FLOOR AND ROOF DECK WELDING 00
CONTE-� 0-.4
PRESSURE TREATED �:) U O
OR MORE IF SO NOTED, OF MAXIMUM DENSITY IN ACCORDANCE WITH THE PAD FTG'S 3000 PSI WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS. +a . DIAMETER �
6. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY
SOILS REPORT AND ASTM TEST METHOD D-1557. FLOODING WELDED SHEET STEEL FOR COLD-FORMED STEEL FRAMING MEMBERS - Z 00
OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. DRYPACK OR GROUT FOR BASE PLATES 4000 PSI DO REPEAT FRAMING O P•�, to a -,
SUCH AS STUDS AND JOISTS � U � v-�
BACKFILL IS NOT PERMITTED. E.F. . EACH FACE E-+ N
C. SLUMP: WELDING OF STAIRS AND RAILING SYSTEMS ELEV. . . . . . ELEVATION
7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE 7. WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATION PRIOR TO ❑ 5.2 SPECIAL MOMENT-RESISTING STEEL FRAMES. EQ. . . . . . . EQUAL
LOCAL BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE PLACING OF CONCRETE. CARE SHALL BE TAKEN SO AS NOT TO DRY OUT NON-DESTRUCTIVE TESTING IS ALSO REQUIRED.
UNLESS OTHERWISE PERMITTED OR SPECIFIED, THE CONCRETE El 5.3 WELDING OF REINFORCING STEEL. EQUIP. .EQUIPMENT a
GOVERNING CODES AND BUILDING ORDINANCES. UNDERLYING NATURAL SOILS. E.W. .EACH WAY
SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 ❑ 6. HIGH STRENGTH BOLTINGE.N. . EDGE NAIL
_
ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEB IS, AND
8. A 6 MIL (MINIMUM) PLASTIC MEMBRANE SHALL BE PLACED ON THE IN. OR LESS IF CONSOLIDATION IS TO BE BY VIBRATION, 5 IN.
8. ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS 7. STRUCTURAL MASONRY »o
PREPARED PAD SUBGRAD ❑ 7.1 OTHER THAN FULLY GROUTED OPEN-END HOLLOW-UNIT MASONRY, DURING PREPARATION
E IN ALL AREAS AS SHOWN ON THE DRAWINGS OR LESS IF CONSOLIDATION IS TO BE BY METHODS OTHER THAN (E) . . . . . . EXISTING
OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING E. W
WHERE FLOOR COVERINGS ARE TO BE INSTALLED, UNLESS OTHERWISE VIBRATIONS. WATER CEMENT RATIO IS TO BE 0.5 MAX AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY EXT• . . . . . .EXTERIOR
FLR. .FLOOR
SI , PLACEMENT OF RE
NOTED. PLACE 2" OF CLEAN SAND OVER MEMBRANE. SEE SOILS UNITSINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY
REPORT FOR ADDITIONAL REQUIREMENTS. D. MAXIMUM SIZE OF COARSE AGGREGATE: F.O.B. . . . . . FACE OF BEAM r
9. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN HE WORK PRIOR TO CLOSING OF CLEANOUTS, AND DURING ALL GROUTING OPERATIONS. t` • i
1:17.2 FOR FULLY GROUTED OPEN-END HOLLOW-UNIT MASONRY DURING PREPARATION F.O.S. . . . . . FACE OF STUD Q,� 5A.
AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, 9. GENERAL AND CONCRETE SUB-CONTRACTOR SHALL REVIEW AND THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE SHALL NOT BE F-TG. . . . . . .FOOTING
THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING Go i1 r
FAMILIARIZE THEMSELVES WITH THE SOILS REPORT AND THE CONTENTS MORE THAN ONE-FIFTH OF THE NARROWEST DIMENSION BETWEEN F.G. . FINISH GRADE
THE WRITTEN APPROVAL OF THE OWNER. OF SOILS REPORT SHALL BE MADE A PART OF THESE DRAWINGS. SIDES OF THE FORMS, ONE-THIRD OF THE DEPTHS OF SLABS, NOR UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH F.V. . . . . . . FIELD VERIFY Ar
GROUTING OPERATION AND DURING ALL GROUTING OPERATIONS. GA. . GAUGE
THREE-FOURTHS OF THE MINIMUM CLEAR SPACING BETWEEN cM: mns �
10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL 10. THE SOILS REPORT IN ITS ENTIRETY SHALL BE INCLUDED AS PART OF ❑ 8. DURING MIXING AND PLACING OF CLASS B REINFORCED GYPSUM CONCRETE. GALV. . . . . . GALVANIZED
REINFORCING BARS. THESE LIMITATIONS MAY BE WAIVED IF IN
THE CONTRACT DOCUMENTS. FOR RECOMMENDED SOIL BEARING
ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. THE JUDGMENT OF THE ENGINEER, WORKABILITY AND METHODS OF ❑ 9• DURING APPLICATION OF INSULATING CONCRETE FILL WHEN PART OF A STRUCTURAL SYSTEM. GLB. .GLUE LAMINATED BEAM Epi 091373
PRESSURE, FOUNDATION MATERIAL AND SITE GRADING, SEE SOILS AND CONSOLIDATION ARE SUCH THAT THE CONCRETE CAN BE PLACED ❑ 10. SPRAY APPLIED FIRE PROOFING. HDR. HEADER ��FfSS1011p�'�
11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING GEOLOGICAL REPORT BY N.Y.S.B.C. WITHOUT HONEYCOMB OR VOIDS. ❑ 11. PILING, DRILLED PIERS AND CAISSONS. DURING DRIVING AND CONSTRUCTION OF CAST-IN- HORIZ. . . . . .HORIZONTAL
PLACE DRILLED PILES OR CAISSONS. INT. . INTERIOR o - - s
BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO DESIGN VALUES: ❑ 12. SHOTCRETE. DURING THE TAKING OF TEST SPECIMINES AND PLACING OF ALL SHOTCRETE. JST. . . . . . .JOIST oris
WHICH THE STRUCTURE MAY BE SUBJECTED. des*and ndaeaty are i use
SOIL BEARING PRESSURES: 1500 PSF. SLAB ON GRADE E. ADMIXTURES: ❑ 13. SPECIAL GRADING, EXCAVATION AND FILLING. DURING EARTH-WORK EXCAVATIONS, GRADING MAX. . . . . . .MAXIMUM exclusive site"�°d and P "1e
exdasive property of PlilwlP
PER N.Y.S.B.C. TBL. 1804.2 1500 PSF. PAD FTG'S AND FILLING OPERATIONS INSPECTIONS ARE TO SATISFY REQUIREMENTS OF THE GRADING MECH. MECHANICAL °�"�o nt� and shag not be
12. SEE ARCHITECT'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF SECTION OF THE CODE. used, duplicated or dtered" part
APPLICABLE. LATERAL PRESSURES: 100 PCF. PASSIVE IF PERMITTED, ADMIXTURES USED SHALL BE SUBJECT TO THE MIN. . . . . . .MINIMUM or in whole withaA approval
LIMITATIONS BELOW: El 14. SMOKE CONTROL SYSTEMS. SEE ARCHITECT FOR ADDITIONAL INFORMATION IF REQUIRED. N.T.S. . . . . . NOT TO SCALE
60 PCF. ACTIVE (ASSUMED) O.C. . . . . . .ON CENTER
13. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE 0.20 Cf COEFF. FRICTION REFER TO 2010 B.C. N.Y.S. Copyright lois.o AN rights reserved
1. THE AMOUNT OF CALCIUM CHLORIDE SHALL NOT EXCEED 2 OPNG. .OPENING
DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR ADDITIONAL SPECIAL INSPECTION ITEMS SPECIFIC TO THIS JOB: R.R. . . . . . . ROOF RAFTERS
SOIL CLASSIFICATION: CL, ML, MH & CH PERCENT BY WEIGHT OF CEMENT. THE AMOUNT OF CALCIUM
REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB- REINF. . . . . .REINFORCING
CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERI0.LS WHERE A BUILDING OFFICIAL DETERMINES TCHLORIDE SHALL BE DETERMINED BY THE METHOD El A. VERIFY THAT THE SOILS CONDITIONS ARE IN SUBSTANTIAL CONFROMANCE WITH THE R.O. . . . . . .ROUGH OPENINGS
�k THAT IN-PLACESOILS INVESTIGATION REPORT.
DESCRIBED IN AASHTO T260. SHTG. . SHEATHING
OR LABOR SPECIFIED. SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS ❑ B. VERIFY THAT THE FOOTING EXCAVATIONS EXTEND TO THE PROPER BEARING STRATUM. SQ. . SQUARE
THAN 1500 PSF ARE LIKELY TO BE PRESENT AT THE SITE, ❑ C. ALL EXPANSION ANCHOR INSTALLATIONS INCLUDING CLEANOUT AND TORQUE TEST. STD. .STANDARD
14. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED BY
ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED 2. FOR PRESTRESSED CONCRETE AND FOR ALL CONCRETE WHICH SPECS. SPECIFICATIONS
BY A SOILS INVESTIGATION. WILL CONTAIN EMBEDMENT& OF OR REMAIN IN CONTACT El D. ALL EPDXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION.
STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE ❑ E. PLACEMENT OF ANCHOR BOLTS FOR COLUMNS PRIOR TO PLACING CONCRETE. T&B . . . . . .TOP & BOTTOM
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY WITH ALUMINUM OR GALVANIZED METAL, IT SHALL BE T&G . . . . . .TONGUE & GROOVE
SEISMIC FACTORS DEMONSTRATED BY TEST THAT THE MIXING WATER OF THEESS NOTED OTHERWISE
TYPICAL
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SE(IUENCES, CONCRETE, INCLUDING THAT CONTRIBUTED BY THE THE PERMIT APPLICATION SHALL RETAIN A RESPONSIBLE ENGINEER APPROVED U.N.O. . . . . .UN
AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. AGGREGATES AND ANY ADMIXTURES USED, WILL NOT BY THE BUILDING OFFICIAL TO ENSURE THAT: VERT. . . . . . VERTICAL
OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE IMPORTANCE: 1.0 WD. . . . . . . WOOD
ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE OCCUPANCY: II CONTAIN A DELETERIOUS AMOUNT OF CHLORIDE ION, A. ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION
PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT Ss: 0.2763
UNLESS PROTECTIVE MEASURES ACCEPTABLE TO THE ARE INSPECTED BY QUALIFIED DEPUTY INSPECTORS APPROVED BY THE WW.F. . . . . . WELDED WIRE FABRIC
SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE S1: 0.0810 ENGINEER ARE PROVIDED. BUILDING OFFICIAL; AND
CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED SITE CLASS: D B. ALL CODE DEFICIENCIES DETECTED AND DEVIATIONS FROM THE �
3. ALL ADMIXTURES SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS ARE BROUGHT TO THE ATTENTION OF THE CONTRACTOR D E E 0 W
..
INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SDs: 0.2906
SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF SD1: 0.1296 MANUFACTURER'S INSTRUCTIONS EXCEPT AS OTHERWISE FOR CORRECTION, AND IF NOT CORRECTED, REVISED DESIGNS TO
SPECIFIED HEREIN. OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN NOV O 7 2017
MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALIT( SEISMIC D.C.: B ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL BY THE BUILDING
CONTROL AND IN ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT OFFICIAL; AND
GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS WIND F. SELECTION OF PROPORTIONS: TOWN OF QUEENSBURY
C. ALL CORRECTIVE WORK REQUIRED IS COMPLETED IN ACCORDANCE WITH BUILDING 8 CODES
SUPERVISION OF CONSTRUCTION. BASIC VELOCITY: 90 M.P.H. (3-SEC GUST) APPROVED PLANS, SPECIFICATIONS, AND CITY ADOPTED CODES.
15. THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE EXPOSURE: B THE PROPORTIONS OF INGREDIENTS SHALL BE SUCH AS TO PRODUCE A MIXTURE WHICH WILL WORK READILY INTO THE A FINAL INSPECTION REPORT, SIGNED BY THE SPECIAL INSPECTOR AND THE
AFTER THE SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS CORNERS AND ANGLES OF THE FORMS AND AROUND REINFORCEMENT RESPONSIBLE ENGINEER, IS SUBMITTED TO THE BUILDING OFFICIAL UPON
FOLLOWS: BY THE METHODS OF PLACING AND CONSOLIDATION EMPLOYED ON THE COMPLETION OF EACH ELEMENT REQUIRING SPECIAL INSPECTION. THE
A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE THE WORK, BUT WITHOUT PERMITTING THE MATERIALS TO REPORT MUST CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED
STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SWPERVISOR SEGREGATE OR EXCESSIVE FREE WATER TO COLLECT ON THE PLANS, SPECIFICATIONS AND APPLICABLE CITY CODES INCLUDING ANY
AND DRAWING CHECKER WITH THEIR SIGNATURES.
SURFACE. AUTHORIZED CHANGES TO THE PLANS. O
B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR
AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. CONCRETE 3. CONCRETE FLOOR SLABS ON GRADE SHALL BE 4" THICK (UNLESS
C. CONTRACTOR TO SUBMIT THE DESIRED NUMBER HARD COPIES OF SHOP OTHERWISE NOTED). SLABS WHICH ARE TO RECEIVE RESILIENT a O Z
DRAWINGS PLUS TWO EXTRA SETS TO ENGINEER FOR REVIEW. IF PDF'S ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED FLOORING CARPET DR DESIGNATED TO REMAIN EXPOSED SHALL BE O Q z
ARE SUBMITTED THE NUMBER OF COPIES PRINTED OUT WILL BE: EDITION OF THE ACI CODE AND SPECIFICATIONS (ACI 318, ACI 301). TROWELLED SMOOTH. CONTRACTOR SHALL PROVIDE CONTROL JOINTS
CHARGED AT THE CONTRACTORS EXPENSE. THE FULL AMOUNT OF THE WITH A MAXIMUM AREA BETWEEN JOINTS OF 400 S.F. UNLESS
PRINTS SHALL BE PAID BEFORE THE REVIEWED DRAWINGS WILL BE THE FOLLOWING NOTES ARE PROVIDED FOR USE AS A GUIDE TO ALL Z Z
RELEASED. REQUIREMENTS. OTHERWISE NOTED. MAXIMUM RATIO OF LONG SIDE TO SHORT SIDE
SHALL BE 1-1/2 : 1. <
N
16. STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR 1. MATERIALS FOR CONCRETE:
ARCHITECT EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHAH A. CEMENT SHALL CONFORM TO THE APPROPRIATE SPECIFICATION 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOLDOWN 0 � z
CONFORM TO THE REQUIREMENTS AS STATED IN BUILDING CODE OF NYS CHAPTER 17. LISTED BELOW: ANCHORS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND W
INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING OF
z D
1. PORTLAND CEMENT, "SPECIFICATION FOR PORTLAND CONCRETE. Fil
CEMENT" (ASTM C-150). co
2. PORTLAND BLAST-FURNACE SLAG CEMENT OR PORTLAND- W
POZZOLAN CEMENT, "SPECIFICATION FOR BLENDED i
3. UNLESS OTHERWISE PERMITTED OR REQUIRED, CEMENT SUBSTITUTIONS DESIGN LOADS --
SHALL BE TYPE I OR TYPE II, ASTM C-150.
TONIN OF QUEENSBURY
BEFORE SUBSTITUTIONS FOR ANY SYSTEM OR SUB-SYSTEM SHOWN BUILDING DEPARTMENT
ON THE DRAWINGS OR CALLED OUT IN THE SPECIFICATION WILL BE BUILDING CODE: 2010 NEW YORK STATE BUILDING CODE Based on our!invited examination,compliance °R°'E�`N&. S.160353
4. THE CEMENT USED IN THE WORK SHALL CORRESPOND TO with our comments shat' _iot be construed as
THAT UPON WHICH THE SELECTION OF CONCRETE CONSIDERED, THE PERSON PROPOSING THE SUBSTITUTION WILL BE indicating the pian: and specifications are in
PROPORTIONS WAS BASED. REQUIRED TO SUBMIT A LETTER TO THE STRUCTURAL ENGINEER PRE-ENGINEERED BUILDING LOADS PER CBS-XPRES fall conv;,iiance wi h the Building Codes of REVISIONS
STATING THE FOLLOWING: New York Star?.
B. ADMIXTURES SHALL NOT BE USED WITHOUT WRITTEN CONSENT OF 1• THE PROPOSER AGREES TO PAY THE ENGINEER FOR TOWN OF QU
THE ENGINEER. THEIR COST FOR EVALUATING THE PROPOSED CHANGE.
C. WATER: BUILDING & O
2. THE PROPOSER AGREES TO PAY THE ENGINEER FOR THEIR Reviewed By DATE: 03-17-16
COSTS FOR CHANGING THE DRAWINGS AND DETAILS
1. MIXING WATER FOR CONCRETE SHALL CONFORM TO THE SHOULD THIS BE REQUIRED BY THE BUILDING DEPARTMENT Date: CHECKED BY:
OR SHOULD THE ENGINEER DECIDE IT IS NECESSARY FOR N. NITTI
REQUIREMENTS FOR WATER SPECIFIED IN ASTM C-94. CLARITY. SCALE:
D. AGGREGATES: 3. NET SAVINGS WHICH WILL ACCRUE TO THE OWNER SHOULD
THE SUBSTITUTION BE APPROVED. (NET AFTER ALL COSTS.)
1. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM
TO "SPECIFICATION FOR CONCRETE AGGREGATES" (ASTM C-
33). SHEET NO:
?. FINE AND COARSE AGGREGATES SHALL BE REGARDED AS
SEPARATE INGREDIENTS. EACH SIZE OF COARSE
AGGREGATE, A WELL AS THE COMBINATION OF SIZES WHEN S100
TWO OR MORE ARE USED, SHALL CONFORM TO THE
APPROPRIATE GRADING REQUIREMENTS OF THE APPLICABLE
ASTM SPECIFICATIONS.
NOTES 1 2 3 4
1. CONTRACTOR TO VERIFY ALL DIMENSIONS 60'-0" a Z
AND CONDITIONS PRIOR TO START OF .
DISRK AND CREPANCIES EOTIFY ENGINEER S I MED ATELY. OF ANY I I U U w r-
Z W M
2. (E) - INDICATES EXISTING r 20'-0" f 20'-0" 20'-0" 0-4
0-.4CONSTRUCTION. z cn 0
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3. (N) - INDICATES NEW CONSTRUCTION. w W 00
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4 *PEENDIMEN (CONTRACTOR TO FINALIZE I I I w � W
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5 CONCRETE SLAB on specific site Indicated and is ft
w/ #5 ® 18" EA. WAYmc, and not be
exdusive property of PUNUBAP
ENCINEEIMG
— OVER 2" OF SAND used,duplicated or altered in part
or in wiwb without written approval
r OVER 6 MIL VISQUEEN of MW mmmm . NC.
OVER 2" OF SAND
Copyright M.O All rights reserved
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PRO&CT NO. S.160353
REVISIONS
1 2 3 4
DAM
03-17-16
CHECKED BY:
N. NITTI
FOOTING SCHEDULE PIER SCHEDULE SCALE:
MARK SIZE REINFORCING - T.&.B. MARK SIZE (WxD) REINFORCING
F1 8'-6"x8'-6"x1'-0" (10) #6 BARS EA. WAY P1 12"x12" (4) #6 VERT w/ 3-#4 TIES
0 3" O.C. REMAINDER CSD 12" O.C.
F2 6'-6"x6'-6"x1'-0" (8) #6 BARS EA. WAY P2 15"x12" (4) #6 VERT w/ 3-#4 TIES
@ 3" O.C. REMAINDER ® 12" O.C. SHEET NO:
P3 18"x18" (4) #6 VERT w/ 3-#4 TIES
® 3" O.C. REMAINDER @ 12" O.C.
FOUNDATION PLAN 1 l'-O" [S200
NOTES
1/4 THE SLAB THICKNESS OR
1. CONTRACTOR TO VERIFY ALL DIMENSIONS
2" WHICHEVER IS GREATER PLASTIC STRIP OR SAWCUT
AND CONDITIONS PRIOR TO START OF SLAB SHOULD BE SAWED AS
WORK AND NOTIFY ENGINEER OF ANY SOON A POSSIBLE AFTER Z
DISCREPANCIES IMMEDIATELY.
2. (E) - INDICATES EXISTING G d a G, 4. d —ua Q 3 a w ° d4 L `,Z, U W
CONSTRUCTION. ° > Zkn
w M
3. (N) - INDICATES NEW CONSTRUCTION. I cn (D (= N
CONTROL JOINT Z
04 Z
4. *PEMB CONTRACTOR TO FINALIZEROUGHEN 5/8" SMOOTH ROD 024"o.c. 000
SURFACE CONTINUOUS REBAR X 2'-0" LONG - TYPICAL w Z Q+ ~
THRU CONSTRUCTION JOINT UNLESS OTHERWISE NOTED.
LOCATE DOWELS AT 1/4" RADIUS TOOLED EDGE ►w� ,CZ p
CENTERLINE OF SLAB AND
PERPENDICULAR TO JOINT. TAPE OR COAT ONE END (� w -N+
® OF ROD TO PREVENT 0 0 4t
A a ® ° BONDING OF CONCRETE. W Z ix C
.
° ¢
4,
TYPCIAL - PROVIDE CONSTRUCTION JOINTS AT CENTER ° ° 4e i I U 0 cq
LINES OF COLUMNS OR OTHER CONTROL JOINT LOCATIONS Z P4 �:= �
AS SHOWN ON PLANS. METAL KEY JOINTS MAY BE USED 3/8" EXPANSION JOINT MATERIAL 0 N N
AT CONTRACTOR'S OPTION.
A-t U cry '
CONTRACTION JOINT
CONSTRUCTION JOINT 4 CONCRETE JOINTS 3 cW
W
VNS A.
v
SEE GENERAL NOT
EXP: 07/18
tt SHEET FOR CLEARANCES � W
POURED-IN-PLACE CONCRETE
�—- WALLS, FOOTINGS, OR 091373 y►�'
•. •. ad POURED-IN-PLACE CONCRETE a MASONRY WALLS. �- PESSIOhp�'�
4 �. WALLS, FOOTINGS, OR a ia� °. 03-17-16
a _ —HORIZONTALd. . MASONRY WALLS. 4
REINFORCING ° a.a This design and drawing aro for use
a an a)ed8c site"Icated and is the
'D'
° • _ a • a t °° d . adusive property of PUIYP
"X" D a N SWN�IG INC, and shdl not be
f, CONC. STEM WALL w a d
z E , < r ° VERTICAL REINFORCINGwttten approval p
I fr J VERTICAL REINFORCING d WHERE APPLICABLE of PUNP DWHEE G, W_
z 0 G WHERE APPLICABLE d ' HORIZONTAL
BEND BARS w 4 • ° e
° . REINFORCING a capyri�,t sots.o al rights reserved
REINF'G. SAME °
SIZE AS FIG. IN FTG. z 6 a
REINFORCING I a i - —�c CN ® a °.
a Z ate. . .. a 2 - 15 END BARS i 1 - 15 VERTICAL 2 - #5 END BARS
TYPICAL U.O.N. �TYP. U.O.N. �\ s
4' ' —'+�
o 0, d o \ TYPICAL U.O.N.
NOT LESS m o Gd a a G Iv
THAN "D" 4' \ d R. •. Gd o• ° y ° ° Q
d n ♦ O N a ° ° - a ° ° 4 d a ° a
A.
C> < .4 4 dr A
LS + f Nd ° I v d 4 G ® a ° $ a G.
J 40 BAR DIAM. 40 BAR DIAM. 3 40 BAR DIAM., 40 BAR DIAM., 3" ,
BOTTOM ' 2'-0" MIN. 2'-0" MIN. 2'-0" MIN. BENDS ALTERATE 2'-0" MIN. '
OF FTG. 32 BAR
DIAM. LAP 140 BAR DIAM. ,•
2'-0" MIN.
, 15" MIN. 'X"=2 Y
TYPICAL PLAN VIEW — DOUBLE CURTAIN PLAN VIEW — SINGLE CURTAIN
NOTE: NO PIPES ALLOWED IN STEP FOOTING.
TYPICAL STEP FOOTING DETAIL 6 REINFORCING AT WALL AND FOOTING CORNERS 2 vs z
0
CONCRETE SURFACE
DETAILING = = HOOK DETAILING 6 db FOR #3, #4
BAR SCHEDULE 5 W Q Q z
1 DIMENSION I A or G l DIMENSION # # - HOOK i i Q
BAR EMBEDMENT SPLICE f ----� { 12 db FOR 6 7, `./
WITHOUT WITH J D; i ; #8 ' A or I a/
SIZE LENGTH � � I p�. � � !1 t G � � � �
FACE OF WALL OR HOOK HOOK db db A or G H m
EMBEDMENT LENGTH CONCRETE # 3 1'-9» 9" 2'-3" M b or 6 1 2d z `�D z - D L)
j O A or G o C
J N — o G L
# 4 2'-3" 1'-0" 2'-11" 180' HOOK 90' HOOK � �, � z 1o4 � W
WITHOUT WITH STANDARD
HOOK z = HOOK # 5 2'-9" 1'-3" 3'-6" o o _ o o db
ui o ; # 6 3'-2" �'-6" 4'-1°' END HOOKS — ALL GRADES °
wZ }
_ANCHOR BOLT OR STANDARD NUT & :2J # 7 4'-5" 1'-9" 5'-9" FINISHED BEND 1800 HOOKS 90' HOOKS
STANDARD HEADED WASHER - TYPICAL ``' DIAMETER 90HOOK 135 HOOK (�
BOLT # 8 4'-1 i" 2'-0" 6'-5" BAR SIZE D, IN. A or G J A or G
UNLESS OTHERWISE
NOTED # 9 5'-4°' 2'-3" 6'-11 1'> #3 2 1/4 5" 3" 6"
# 10 5'- 10" 2'-7" 7'-7" #4 3 6" 4" 8" STIRRUP AND TIE HOOKS, ALL GRADES
EMBEDMENT LENGTH BOLT SIZE �—"-
(TYPICAL U.N.O.) 1. THE ABOVE LENGTHS ARE BASED ON #5 3 3/4 7" 5" 10" 90' HOOKS 135' HOOKS
3/8" 5/8" 3/4" CAST- IN-PLACE AND PRECASTP"oJECT"a
" CONCRETE 2500 PSI OR GREATER #6 4 1;'2 8" 6" 1'-0" BAR SIZE D, IN. A or G H, APPROX. S.160353
CONCRETE LEDGER 4 5 5 AND 60000 PSI REINFORCING AND
MASONRY LEDGER 5" 6" 6" —"
1.5 INCH CLEARANCE. #7 5 / 10" 7" 1 '—2" #3 1 1/2 4" 5" 3 1/2"
REVISIONS
2. ALL REINFORCING STEEL LAPS OR
STEEL COLUMN BASE PLATE 10" 12" 12" w SPLICES SHALL BE AS INDICATED #8 1 1" 8" 1 '-4" #4 2 4 1/2 6 1/2" 41/2"
J z ON PLAN. WHERE LAP OR SPLICE 9 1 ;2 1s " 1 1 3 4 1 -7
' " 2 1/2 6" 8" 5 1/2"
WOOD/METAL SILL PLATE 7" 7" 7" Uj LOCATIONS ARE NOT SPECIFICALLY #9 —3 J #5
N J INDICATED LAPS OR SPLICES SHALL r ,
n Z , .-5" 1 .—� 1/4„ 1 '—,0., #6 4 �,2 1'-0' ,� 1,> 6 1 j2„
BE STAGGERED AT LEAST 2'-0" o.c. 10 1 c DATE:
NOTE: � 3. AT WELDED DEFORMED WIRE FABRIC, 03-17-16
EMBEDMENT LENGTHS ARE FOR 3/4" BOLTS OR LAP-SPLICE AS SHOWN BELOW: #11 2 1'-7" 1 '-2 3/4" 2'-0" #7 5 1/4 1 2 1 -0 t/2 7 3/'4 CHECKED BY: N. NITTI
SMALLER. SEE PLAN FOR EMBEDMENT LENGTHS L 2" 1 14 18 '4 2' 3" l '-9 3 4" '-7" 6 1'-4" V-2 1 2" 9"
1/5 TIMES # � - / 2 #8 � SCALE:LARGER BOLTS. THE SPLICE MIN Z #18 ,4 3'_0" 2'-4 1/2" 3'-5"
LENGTH OR = NOMINAL DIAMETER OF BAR OR WIRE
Z •
6 MAX. � MIN. LAP PER TABLE19
FLIP (INCHES)
BAR LAP ALTERNATING
MATS
D11 12"
D15 14" SHEET NO:
D20 16"
BOLT EMBEDMENT LENGTHS 5 BAR EMBEDMENT LENGTHS, SPLICE LENGTHS, AND STANDARD HOOKS 1 S300
NOTES
1. CONTRACTOR TO VERIFY ALL DIMENSIONS
AND CONDITIONS PRIOR TO START OF A
WORK AND NOTIFY ENGINEER OF ANY Z
DISCREPANCIES IMMEDIATELY. -�' U U W �
2. (E) INDICATES EXISTING Z
CONSTRUCTION. _- �1 COLUMN BY F"I 0_4N
Z W M
3. (N) - INDICATES NEW CONSTRUCTION. �p�� OTHER rZ� 0 0 '
V � �
PANEL WALL
BY OTHER (N) CONC. SLAB F1-I Z
4. *PEMB CONTRACTOR TO FINALIZE PER PLAN W W W 0
DIMENSIONS. 1/8" SLOPE W Z W
_ T.O. SLAB W Vl�n
A L
4, VARIES Z O
� d
d
I 6 � Z LU o
d G
#4 BARS EA. `. Z 1:4WAY ® 18" O.C., d. �, (� ^�
TYP. (ALT. LAP 4° 1'-0" a+ ►-� ►-� N
DIRECTION) A " � �--, � �D
PIER REINFORCING PER Z N N 000
PIER SCHEDULE, TYP.
PER PLAN � U Vl —Q �
REINFORCING PER FTG.
a
a SCHEDULE, TYP. �
° e
d ° T.O. FTG. c=
W
4,oL . — Z ` -4'-0" E GRADE11=11_
s a =
, e a W
Q. a y
7k LLI
3"
`' M _j
f\ PER PLAN LR.
� �Q,�o�,ps A.
r fiXP: n/18
TYPICAL FOOTING DETAIL 3 �.
3/4" = 1'-0" ,0 91373 �°1►C�
SSI00a
This design and drawing are for use
an spedfic site Indicated and Is the
exdusive property of PLUMP
ENGINEERING INC, and shall not be
used,duplicated or altered in part
PANEL WALL BY OTHER or in•hale without Witten approval
of PLUMP ENGNEERWG, WC.
Copyright 2015.O AM riots reserved
i (N) EXPANSION JOINT
(N) CONC. SLAB
PER PLAN
I T.O. SLAB
$�
VARIES
d 'a
(E) GRADE
' - (N) 2" RIGID INSULATION
(N) #4 BARS EA. WAY ® 18"
° O.C., TYP. (ALT. LAP DIRECTION)
(N) #5 BARS ® 18" O.C., TYP.
T.O. FTG.
PER PLAN
(N) 3-#5 BARS CONT.
a
\f3 V
PER PLAN
� z
O
TYPICAL FOOTING DETAIL 2 _ p
314" = 1'-0" [--�
W QC z
Q n (D >_
Z7 0�
� Q 00
D 0 z
P-4 LL w
U cy
COLUMN BY OTHER �:)
W
LLI
!I (N) CONC. SLAB
�I PER PLAN
T.O. SLAB
$�
° " VARIES
•
a " N PROJECT No:
S.160353
Lu
i�
a 4 REVISIONS
d 41 w
z
o � #4 BARS EA. .- PER PLA PIER REINFORCING PER
J WAY ® 18" Ouj .C., , PIER SCHEDULE, TYP.
m TYP. (ALT. LAP REINFORCING PER FTG. DATE:
DIRECTION) d SCHEDULE, TYP. 03-17-16
O
I G T.O.FTG� CHECKED BY:
° z 'PER PLAN N. NITTI
•dal • 4, • a s • a SCALE:
a
• e � o e
CLR. v
' PER PLAN
SHEET NO:
TYPICAL FOOTING DETAIL 1 S400
3/4" = 1'-0"
� M
' --� Bay-hfoodows + N--.
4
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SITE LOCATION MAP of
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0 Z OZ
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' = x \ DEED REFERENCES:
Gerald R Gray NYSPLS 50513
z \ D \ CONVEYED BY CAROL J WHITNEY TO KRIS D ROGLIERI BY DEED DATED
n r UNAUTHORIZED ALTERATION OR ADDITION
O D APRIL 8, 2013 AND RECORDED IN THE WARREN COUNTY CLERKS OFFICE
cn TO THIS SURVEY MAP IS A VIOLATION OF
ON APRIL 11, 2013 IN LIBER 4732, PAGE 266. SECTION 7209 SUBDIVISION 2 OF THE
D NEW YORK STATE EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT
WNOTES: SURVEYOR'SBEARING THE LAND EMBOSSED SEAL SHALL NOT BE
CONSIDERED TO BE VALID COPIES.
1) SURVEYED PARCELS: TOWN OF QUEENSBRY — TAX MAP 302.07, CERTIFICATES INDICATED OR IMPLIED
y Z _ rn HEREON SHALL RUN ONLY TO THE PARTY
....
-I-� BLOCK 1, PARCEL 37. FOR WHOM THE SURVEY IS PREPARED,
� v C � AND ON THEIR BEHALF TO THE
r� T p"68 r X AND
PARTIES LISTED HEREON.
� 2) SURVEY PREPARED BY GERALD R GRAY, PLS, FROM RECORD CERTIFICATES ARE NOT TRANSFERABLE
TO ADDITIONAL PARTIES, OR SUBSEQUENT
c RESEARCH AT THE WARREN COUNTY CLERKS OFFICE AND AN AUGUST
Z8 8 OWNERS, NOT LISTED HEREON.
2017 FIELD SURVEY.
a 7<
a� .3) NORTH IS REFERENCED TO NAD 83 NEW YORK STATE PLANES EAST
y ZONE.
r) SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTION;
RECORDED OR UNRECORDED. '
1 GARAGE OFFSET REVISED GRG 11/1/17
3) SURVEYED PARCEL IS SUBJECT TO ANY STATEMENT OF FACT
v
J) �ONTAINED IN AN UP TO DATE ABSTRACT OF TITLE OR TITLE REPORT. No. Submittal/Revision App'd Date
6) UNDERGROUND UTILITIES IF SHOWN HEREON ARE BASED ON VISIBLE Drawn: GRG Date: 8/5/17
+� PHYSICAL EVIDENCE. THEY SHOULD BE CONSIDERED SCHEMATIC ONLY Designed: Date:
�J n AND ARE SHOWN TO DEPICT GENERAL UTILITY CONNECTIONS RATHER Checked: GRG Date: 8/5/17
THAN EXACT UNDERGROUND LOCATIONS. GERALD R GRAY PLS MAKES
NO CERTIFICATION AS TO THE ACCURACY OF THE UNDERGROUND
UTILITY LOCATIONS AND OTHER UTILITIES MAY EXIST THAT ARE NOT Project Number
SHOWN ON THIS MAP. CALL DIGSAFE FOR FURTHER VERIFICATION.
r J
�l H1�0 o z z ��� ��� 7) SURVEY IS PREPARED IN ACCORDANCE WITH THE NEW YORK STATE
adOa 0g m Q ASSOCIATION OF PROFESSIONAL LAND SURVEYORS CODE OF PRACTICE Project Title
FOR LAND SURVEYS AS ADOPTED IN OCTOBER OF 1966 AND LAST
A � � REVISED ON JULY 18, 1997. Lands of
o _ i
Y- Kris D Roglieri
N
r
cb North Road
o
Queensbury NY
Ln
PERMIT PLOT PLAN
Z I HAVE PERSONALLY MEASURED THE DISTANCE
o FROM THE PROPERTY LINES TO THE
Prepared For
n PROPnETRUCTURE(S)OR SIGNJ �3 -
(S)
Z Z 11 SIGNVURFa/J DATE
Lo
p a�� (//
oo
V C
ADDITIONAL PLANIMETRIC FEATURES AROUND THE
DWELLING AND SOUTHEAST CORNER OF THE PROPERTY----,--
m
1 �
WILL BE ADDED AT A LATER DATE
� � � � 9W [E
Drawing Title
Lo
w w
NOV 0 8 2017 ,
— z Preliminary
TO�VN OF QUEENSBURY
Z � � BUILDING&CODES
o \- —
z r�*� J 3CN3J y1NIlNIdHC
z �z 3«95161.90 Boundary Survey
o 0 m
o m 0
}� ;0
3�N3�hNNnNId H� o
C a Drawing Scale:
m
wLj - ��n8ns,�� 9L9 �_ '
C� � 1" = 50'
C z`g GRAPHIC SCALE
J O
Date:
D y p 50 0 25 50 100 200
o O \ Aug 5, 2017
coZ
Z Z ( IN FEET ) Drawing Number
o 1 inch = 50 ft.
N
D
101
302.7-1-37 AST-000689-2017
Roglieri, Kris
0
40 North Road
REVISED PLOT PLAN
INSPECTION WORKSHEET (002855-2019)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
Case Number:AST-000689-2017 Case Module:Permit
Inspection Date:Fri May 24, 2019 Inspection Status:Passed
Inspector:John O'Brien Inspection Type:Accessory Structure Final
Job Address:Parcel Number:40 NORTH RD
Queensbury, NY 12804
302.7-1-37
Contact Type Company Name Name
Contractor Johnson, Joe
Primary Owner ROGLIERI, KRIS
Granted Permission ROGLIERI, KRIS
Applicant ROGLIERI, KRIS
Checklist Item Passed Comments
Building Inspector Notes YES 5/3/19 Final Inspection Not Approved
Remaining Items:
- Verify Foundation is 48" below grade.
- Verify Septic System Holding Tank is functioning properly.
5/24/19 Final Inspection Approved - Ok to Issue CC!
Septic System Removed Voided Permit.
-All plumbing, holding tank, plumbing fixtures, drains filled
with concrete and alarm system have been removed.
May 24, 2019 Page (1)
INSPECTION WORKSHEET (002855-2019)
Checklist Item Passed Comments
Okay To Issue CC YES 5/3/19 Final Inspection Not Approved
Remaining Items:
- Verify Foundation is 48" below grade.
- Verify Septic System Holding Tank is functioning properly.
5/20/19 Final Inspection Not Approved
- Remove holding tank, alarm system and all plumbing
fixtures. Fill toilet drain with concrete at floor.
- Finish grade needs to be brought up as discussed at the
north side , northeast corner of east wall and northwest
corner of west wall. The slope of the grade must be a
minimum of 6" in the first 10' away from the building.
CALL TO SCHEDULE FRIDAY RECHECK!
5/24/19 Final Inspection Approved - Ok to Issue CC!
Septic System Removed Voided Permit.
-All plumbing, holding tank, plumbing fixtures, drains filled
with concrete and alarm system have been removed.
May 24, 2019 Page (2)
O'Brien, John (Inspector)
INSPECTION WORKSHEET (002448-2019)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
Case Number:AST-000689-2017 Case Module:Permit
Inspection Date:Mon May 20, 2019 Inspection Status:Failed
Inspector:John O'Brien Inspection Type:Accessory Structure Final
Job Address:Parcel Number:40 NORTH RD
Queensbury, NY 12804
302.7-1-37
Contact Type Company Name Name
Primary Owner ROGLIERI, KRIS
Granted Permission ROGLIERI, KRIS
Applicant ROGLIERI, KRIS
Contractor Johnson, Joe
Checklist Item Passed Comments
Building Inspector Notes NO 5/3/19 Final Inspection Not Approved
Remaining Items:
- Verify Foundation is 48" below grade.
- Verify Septic System Holding Tank is functioning properly.
Okay To Issue CC NO 5/3/19 Final Inspection Not Approved
Remaining Items:
- Verify Foundation is 48" below grade.
- Verify Septic System Holding Tank is functioning properly.
5/20/19 Final Inspection Not Approved
- Remove holding tank, alarm system and all plumbing
fixtures. Fill toilet drain with concrete at floor.
- Finish grade needs to be brought up as discussed at the
north side , northeast corner of east wall and northwest
corner of west wall. The slope of the grade must be a
minimum of 6" in the first 10' away from the building.
CALL TO SCHEDULE FRIDAY RECHECK!
May 20, 2019 Page (1)
O'Brien, John (Inspector)
INSPECTION WORKSHEET (002359-2019)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
Case Number:AST-000689-2017 Case Module:Permit
Inspection Date:Fri May 3, 2019 Inspection Status:Failed
Inspector:John O'Brien Inspection Type:Accessory Structure Final
Job Address:Parcel Number:40 NORTH RD
Queensbury, NY 12804
302.7-1-37
Contact Type Company Name Name
Primary Owner ROGLIERI, KRIS
Contractor Johnson, Joe
Applicant ROGLIERI, KRIS
Granted Permission ROGLIERI, KRIS
Checklist Item Passed Comments
Building Inspector Notes NO 5/3/19 Final Inspection Not Approved
Remaining Items:
- Verify Foundation is 48" below grade.
- Verify Septic System Holding Tank is functioning properly.
Site Plan / Variance required NO
Okay To Issue CC NO 5/3/19 Final Inspection Not Approved
Remaining Items:
- Verify Foundation is 48" below grade.
- Verify Septic System Holding Tank is functioning properly.
May 03, 2019 Page (1)
O'Brien, John (Inspector)