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AST-000282-2017 eAtiotk TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: AST-000282-2017 Date Issued: Friday, September 14, 2018 This is to certify that work requested to be done as shown by Permit Number AST-000282-2017 has been completed. Tax Map Number: 279.-1-74 Location: 12 DREAM LAKE RD Owner: Craig Nicholson Applicant: Craig Nicholson This structure may be occupied as a: Detached Garage 896 s.f. (2nd garage) By Order of Town Board Cross Ref. Area Variance required TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (DJ 4 )4t 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-000282-2017 Tax Map No: 279.-1-74 Permission is hereby granted to: Craig Nicholson For property located at: 12 DREAM LAKE 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 Tvne of Construction Owner Name: Craig Nicholson Detached Garage $25,000.00 Owner Address: 12 Dream Lake RD Total Value $25,000.00 Lake George,NY 12845 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications Detached Garage 896 s.f. (2nd garage) Cross Ref. Area Variance required $134.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Monday,September 17,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Friday,S ptember 15,2017 SIGNED BY: 014for the Town of Queensbury. kl Directo o rcem Building&Code E e Office Use Only ACCESSORY STRUCTURE it#: Perm d-017 PERMIT APPLICATION Permit Fee:$ Town of tyce 742 Bay Road,Queensbury,NY 128044�'Cll Invoice#: 1 0 P:518-761-8256 www.gueensbury.net I Project Location: D recon Ltsk_I � Tax Map ID 9: -7 Subdivision Name: CONTACT INFORMATION: 9 Applicant:• , Name(s): i._" ('C j I(�, ..III OF QtJEEIq%SI:JUHy Mailing Address, C/S/Z: I k fl) 1,41 [COMMUNI Y DEVELOPUENT Cell Phone: ( ��J 4 ) 5-? — Land Line: ( ot5jj 97 7 L4 3 S -7 A— Email:— (c, VC-1 kO.0 4:3-11P, • Primary Owner(s): Name(s): e- Mailing Address, C/S/Z: Cell Phone: Land Line: Email: * Contractor(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: * Architect(s)/Engineer(s): Business Name: ti Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Contact Person for Building & Code Compliance: Cell Phone: — Land Line: Email: Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 PROJECT INFORMATION: TYPE: Commercial IJ Residential WORK CLASS: Deck,Open Porch _Solar Panels (w/o rafter upgrades) _Carport _Cell Tower Shed _Pavilion, Pole Barn, Canopy _Dock _Gazebo V_/Detached Garage _Boathouse (with or w/o sundeck) _3-Season Porch Other(description: ) SQUARE FOOTAGE OF STRUCTURE: 1st floor: 3 2nd floor: Total square feet: ADDITIONAL PROJECT INFORMATION: / 1. Estimated Cost of Construction:$ 2. If Commercial project,what is the proposed use: �r 3. Are there any structures not shown on the plot plan? ES ) NO Explain: 14 4. Are there any easements on the property? YES ' ` O DECLARATION: 1. 1 acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: 6/11-G1( a SIGNATURE: , DATE: 5 l Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 GENERAL NOTES. EMERGENCY ESCAPE AND GLAZING NOTES. DESIGN LOAD CRITERIA 1)ALL EXTERIOR BRACING: BE BRACED IN ACCORDANCE WITH THIS SECTION. IN ADDITION, INTERIM BRACED WAIL LINES SHALL 1) ALL EMERGENCY ESCAPE FOR BEDROOMS AND HABITABLE SPACE REQUIRED AS FOLLOW.1,? NOTES: BE PROVIDED IN ACCORDANCE WITH SECTION R602JO.1. FOR BUILDINGS IN SEISMIC DESIGN CATEGORIES D1 AND 02 WALLS SHALL BE - A CLEAR OPENING OF 5.7 SQ FT ABOVE OR BELOW GRADE LEVEL R301r4 LIVE LOAD -m MINIMUM UNIFORMLY DISTRIBUTED LIVE I ACCORDANCE WITH ADDITIONAL REQIUR TS OF R602.10,9, R60210r11 AND R60211. LOADS USED IN THE DESIGN OF THE STRUCTURE CONSTRUCTED N ACC E -� A CLEAR OPENING OF 5.0 SQ,FT, AT GRADE LEVEL -- � 2) R602.10,1 BRAG WALL LINES; 1, GROUND SNOW LOAD OF 70 LBS PSF ! - -y BRACED WALL LINES SHALL CONSIST OF BRACED WALL PANE. CONSTRUCTION METHODS IN ACCORDANCE WITH SECTION 8602>10,3. A MINIMUM HEIGHT OF 24 THE AMOUNT AND LOCATION OF BRACING SHALL BE IN ACCORDANCE WITH TABLE R602,10A AND THE AMOUNT OF BRACING SHALL BE THE A MINIMUM WIDTH OF 20" �. WIND LOAD OF 00 MPH GREATER OR THAT REQUIRED BY THE SEISMIC DESIGN CATEGORY OR THE DESIGN WIND SPEED.BRAG WALL PANELS SHALL BEGIN NO MORE 2 SAFETY GLAZING REQUIRED BY CODE AT THE FOLLOWING LOCATIONS; `' 3, 2ND FLOOR LOADING 40 LBS PSF BALUSTERS MUST DE NO MORE THAN 12,5 FEET FROM EACH END OF A BRACED WALL LINE, BRACED WALL PANELS THAT ARE COUNTED AS PART OF A BRACED WALL LINE SHALL - LIVE LOAD: 30 LBS PSF THAN 4 BETWEEN BALUSTERS OR BE IN LINE, EXCEPT THAT OFFSETS OUT OF PLANE OF UP TO 4 FEET` SHALL. BE PERMITTED PROVIDED THAT THE TOTAL,OUT TO OUT OFFSET EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 0 SQ,F4T `� - DEAD LOAD; 10 LBS PSF ' DIMENSION IN ANY BRACED WALL LINE IS NOT MORE THAN 8 FEET, -- BOTTOM EDGE LESS THAN 18ABOVE THE FLOOR HORIZONTAL RAILS, i 3) NJ. STATE ENERGY GME COMPLIANCE PROGRAM; ONE OR MORE WALKING SURFACES WITH IN 36 HORIZONTALLY OF THE GLAZING 4,) 1ST FLOOR LOADING - 50 LBS PSF �� THIS BUILDING DESIGN HAS BEEN ENTERED IN THE RESIDENTAL MEC-CHECK SOFTWARE PROGRAM AND A PASSING COMPLIANCE - THE EDGE GREATER THAN 36 ABOVE THE FLOOR LIVE LOAD, 40 LBS PSF (4 SPHERE SHOULD HE UNABLE FORM AND INSPECTORS CHECKLIST HAVE BEEN SUBMITTED WITH THE PERMIT APPLICATION. r' GLAZING WITHIN 60'* OF A POOL OR SPA - DEAD LOAD; 10 LBS PSF TO PASS THROUGH OPENING) I 4) SEE FOUNDATION PLAN AND DETAIL SHEET FOR DAMPROOFING, WATERPROOFING & FOUNDATION WALL REQUIREMENTS, 5, EXTERIOR BALCONIES - 60 LBS PSF CL 5 GRADE AROUND FOUNDATION MUST DROP 6" IN 10' PITCHING AWAY FROM FOUNDATION REQUIRED PER CODE. ~ GLAZING ADJOININGS STAIRS WITHIN 60 OF THE BOTTOM TREAD EACH SI OF AN TERMOR DOM AT A MIN, 36"Wsc 36 D SEE DEAL THIS SHEET) 6. STAIRS -� 40 LBS PSF �. 6 A LANDING MUST BE PROVIDED OR EA DE EXTERIOR T L ITT INSIDE EXTERIOR WALL REQUIRED _ DESIGNERS7 PROVIDE AT ALL EAVES ICE AND WATER SHEILD @ MIN. 24 HORIZON AL Y OM BY CODE WITH INSPECTION PRIOR TO SHINGLING, DO NOT SCALE THESE DRAWINGS, s` B STAIRWAY REOJIR TS< THEY MAY NOT BE TO AN EXACT SCALE, % �,' - A 6►-r MIN. HEADROOM CLEARANCE REQUIRED FOR ALL STAIRS PER CODE USE ONLY DIMENSIONS GIVEN, I: ALL STARWAYS HAVE A MIN. REQUIRED WIDTH Of 36 PER CME CONCEPTS & DESIGNS WILL NOT BE RESPONSIBLE FOR ANY STRUCTURAL DEFECTS , - SEE PLANS & SECTIONS FOR RISE & RUNS AND ANY DETAILS REGARDING STAIRS FOIA THE FAILURE TO FOLLOW PLANS AND DETAILS, '. - STAIR'WE.IL WINDER TREADS REQUIRE A MIN, DEPTH OR 6 =� - OPEN RISERS NO LONGER ALLOWED FOR STAIRS OVER 30 IN HEIGHT UNLESS IS 4 OR LESS ' NOTES, B ONLY MEANS �'EXIT FROM A STORY. � � f f� SPIRAL STAIRS ARE NOT ALLOWED TO E THE ME 9) HANDRAIL REQUIREMENTS- ALL DIMENSIONS SHOWN ARE FROM FRAME TO FRAME j - HANDRAILS REQUIRED OR ONE SIDE OR ALL STAIRS OF FOUR OR MORE RISERS ALL EXTERIOR WALLS ARE 2x6 OR 5.1/2 UNLESS OTHERWISE NOTED, HANDRAILS REQUIRED ON BOTH SIDES IF OPEN AND RISE ARE MORE THAN 30" AEI_ INTERIOR WALLS ARE 2x4 OR 3,1/2" UNLESS OTHERWISE NOTED. SPHERE UNABLE TO - HANDRAILS MUST BE BETWEEN 34 AND 38 IN HEIGHT AND MUST TERMINATE AT WALLS - ALL EXT,HEADERS 3-2x10 S,P,F, UNLESS OTHERWISE NOTED, �- �-- - HANDRAILS MUST BE CONTINUOUS FROM BOTTOM STEP TO TOP STEP PASS THROUGH OPENING SEE CROSS SECTION FOR ANY OTHER DETAILS ON HANDRAILS, ALL INT, BEARING HEADERS 2-20 S,P.F, UNLESS OTHERWISE NOTED, 10) GUDRAIL REQUIR TS. ALL DIMENSIONAL MATERIALS ARE HEM-HIR SPF#2 OR BETTER -- REQUIRED ON ALL SURFACES WHICH ARE RAISED MORE THAN 30" ABOVE OR BELOW GRADE NOTES: I. � ALL OPENINGS OVER 6�0 NEED TO HAVE DOUBLE JACK STUDS, - �, �. ��� �� � � GUARDRAIL MINIMUM HEIGHT OR 36" FOR LANDINGS, PORCHES AND DECKS, I ALL OPENINGS OVER s' o" NEED TO HAVE TRIPLE JACK STUDS � K, � ;�y I�I � GUARDRAILS CANNOT CONSIST OF HORIZONTAL GUARDRAIL MINIMUM HEIGHT FOR STAIRS 34 AND NO MORE THAN 6 ON STAIRS WHERE Q;_ RAID OR ANY ORNAMENTAL PATTERN THAT CREATES__ I �. RISER, TREAD AND BOTTOM RAIL T (EX. A 6 BALI SHOULD NOT BE ABLE TO PASS THROB ) GUARDRAILS NO MORE THAN T BETWEEN BALUSTERS M HORIZONTAL RAILS F ;vi1 -� - A LADDER EFFECT GUARDRAILS REWIRED M BASEMENT STAIRS. c� ALL HANDRAILS TO BE CONTINUOUS FOR FULL LENGTH Il 11 ALL HALLWAYS MUST BE A MIN, WIDTH OF 36 : � OF STAIRS TERMINATING AT WALL OR NEWEL POST, 12' S DETECTOR AND CARBON MONOXIDE DETECTOR REQUIREMENTS;- R313.1 SMOKE ALARMS - HANDRAIL TO PE 'I.1/4 MIN,/2 MAX. W/SMOOTH SURFACE �- SMOKE DETECTORS MUST BE HARDWIRED W BATTERY BACKUP � - SMOKE DETECTOR ON EVERY LEVEL INCLUDING BASEMENTS AND CELLARS 4 NO SHARP EDGES W OUTSIDE OF EACH SLEEPING AREA IN THE / - SMOKE DETECTORS IN EVERY BEDROOM AND ' a TOWN OF QUEENSOURY �-- IMMEDIATE VACINITY M THE BEDROOM$. BUILDING DEPARTMENT _j 8313.4 CARBON OXIDE ALARMS: F _ Based on our limited examination,compliance �-- . CARBON MONOXIDE MS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS t I ="� with cur comments shall not be construed as . -:, I L DETAIL A a I AR M X E �,. indicating the plans and s ecifications are in .t a EXCEPTION; CONFORMANCE WITH THIS SECTION IS NOT REQUIRED WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT, SOLID-FUEL full compliance .with the wilding Codes of I-� D NOTE� BURNING APPLIANCES AND EQUIPMENT, FIREPLACES, OR MOTOR-VEHICLES-RELATED OCCUPANCIES ARE NOT LOCATED WITH IN --- ---- -- ---- -- -- i _ _ New York State. STRUCTURE. . ' - . _ NG IT ON ANY STORY HAVING A SONG ARES ` 1, WITHIN EACH DWELLING UNIT - 2. MANY STORY OF A DWELLING UNIT WHERE FUEL-FIRING APPLIANCES AND EWIPMENIT, SOLID-FUEL BkNING APPLIANCES AND , EQUIPMENT, FIREPLACES OR ATTACHED GARAGES ARE LOCATED, A CARBON MONOXIDE ALARM INSTALLED OR ZANY.STORY OFA DWELLING UNIT HAVING A SLEEPING AREA SHALL SUFFICE FOR THAT STORY WHERE FUEL-F1RED APPLIANCE'AND EQUIPMENT, SOLID I ` -FUEL BURNING APPLIANCES AND EQUIPMENT, FIREPLACES OR ATTACHED AUTOMOTIVE PARKING GARAGES ARE ALSO LOCATED, WINDOW DOOR SCHEDULE _ WHEN MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT, THE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OR THE ALARMS OTY, CALL # WINDOW MODEL # R.0. R. .k a CLEAR OPG. GORE ACTUAL GLASS U-FACTOR SHGC DESCRIPTIONS R S O BACKGROUND NOSE LEVELS WITH ALL ; E° AA AA IN THE INDIADUAL UNIT THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BED VER MANUFACTURER WIDTH HEI0HT EGRESS EGRESS SQ,FT'# LOW E l ' _w INTERRING DOORS CLOSED. EXCEPTION: INTERCONNECTION IS NOT REQUIRED WHERE CARBON OXIDE kARMS ARE PERMITTED TO BEIPATTERY OPERATED IN 4 1 ANDERSEN 3050 36.1/4" 6O:1/2"? 5.50 24"MIN, 26.1/16" 11,01 .29 ,25 3901 (DOUBLE HUNG ACCORDANCE WITH SECTION R313.4.3. �i SIL ER INE LOw E /Argon Glass ALL CARBON MONOXIDE ALARMS SHALT BE LISTED AND LABELED AS COMPLYING WITH UL 2034 OR GAN/ SA 6,19, SHALL BE INSTALLED 1 2 SERIES PANEL DR 44.1/2- 82.1/2'x 23 " N N/A .15 .15 �- IN ACCORDANCE WITH THE MAUFACTURERS INSTALLATION INSTRUCTIONS AND THIS CODE AA THEREi1ATRU -ENTRY a� 8313.4,1 PROHIBITED LOCATIONS. CARBON MONOXIDE ALARMS SHALL NOT BE LOCATED WITHIN OR NEAR THE OPENINGS TO GARAGES, BATHROOMS OR FURNACE ROOMS, CARBON MONOXIDE ALARMS SHALL ALSO NOT BE LOCATED IN OR NEAR LOCATIONS SPECIFIED IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. - 8313.4,3 POWER SOURCE; IN NEW CONSTRUCTION, THE REQUIRED CARBO MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE OR AN OI-SITE ELECTRICAL POWER SYSTEM, AND WHEN PRIMARY POO _ y I IS INTERRUPTED SHALL RECEIVE POWER FROM A BATTERY, WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION, CARBON MONOXIDE ALARMS SHALL BE PFR TTED TO BE BATTERY 4 ` OPERATED WHEN INSTALLEDIN BUILDINGS WITHOUT COMMERCIAL. POWER OR AN ON-SITE ELECTRICAL POER IYSTEM OR IN.BUILDINGS RELOCATION IN ACCORDANCE WITH APPENDIX J. THAT UNDERGO REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR R a 13) R309.2 GARAGE FIRE SEPERATTON CODES: A-THE DWELLING UNIT GARAGE SEPERAiION CODES REQUIRE 1/2" OR 5/8" TYPE°X° FIRED RATED GYPSUM WALL BOMB TO THE 1511 4" TIN. I 4" MIN. 2" MIN, 15" MIN. 15" MIN. ' CEILING ( BOTH SIDES OF THE WALL ADDRESSING THE DWELLING UNIT AND THE ENTIRE GARAGE CEILING AND WALLS ;• ,r W/N0 PENETRATIONS. " II MIN, SHO W E R 4 RA GYPSUM WALL B TO THE ROOF - B-THE DWE,WNG UNIT GARAGE SEPERATION CODES REQUIRE 12" OR 5/r TYPrX FIRE TES S OAMI SHEATHING OR THE GARAGE SIDE OF THE WALL ADDRESSING THE DWELLING UNIT WITH NO PENETRATIONS, " C--THE DOM WHICH SEPERATES THE DWELLING AND GARAGE MUST BE OF MIN, 3/4 HOUR FIRE RATED AND AS LY UNIT, 14) FIRE STOPPING REQUIREMENTS: FIBERGLASS INSULATION MAY BE USED IF IT FILS THE WIDTH OF TH CAVITY AND EXTENDS A MINIMUM 16 FROM THE TOP OR BOTTOM PLATE - FIRE STOPPING REQUIRED 10' VERTICAL AND HORIZONTAL - -- 24" CLEARANCE I - ALL PENETRATIONS MUST BE STUFFED M SM, FIBERGLASS INSULATION IS ALLOWED N 15) NOTCHING AND DRILLING FOR EXTERIOR AND LOAD BEARING WALLS FRONT OF OPENING -� LOAD BEARING WALLS CUT MORE THAN 50%MUST BE SECURED BY METAL. TIE .054 THICK BY � � ��- 1,1/2" WIDE WITH (8) 16D NAILS EACH SIDE EXCEPT EXTERIOR WALLS COVERED WITH PL �" MIN.CLEARANCE -ENGIN ERS S?AMPP HOES GREATER THAN 1,1/2" REQUIRES DOUBLE STUDS ; LAVATORIES r -- NOTCHES NO MORE THAN 35% OF STUD DEPTH, , `� _ N to 16) PLUMBING TESTING , ALL DRAINS, VENTS, AND SUPPLY PIPING MUST BE TESTED TO THE FOLLOWING CRITERIA; �, Q, - WATER HEAD TEST 10' ABOVE HIGHEST CONNECTION { " N 00 - 5 PSI FOR 15 MINUTES 21MIN,CLEARANCE 17 HEATING AND VENTILATION DUCTS MUST BE SECURED ANDS IN ACCORDANCE WITH NYS ENERGY CODE„ I o I8� 8807.1 ATTIC ACCESS; WC AND TUBS F- - IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION, ATTIC ACCESS SHAk BE PROVIDED TO ATTIC EAS THAT EXCEED I __ ,� d o 30 SQUARE FEST AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER. -- THE ROUGH OPENING SHAH NOT BE LESS THAN 22"x3e AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. U A 30-INCH MINIMUM UNOBSTRUCTED HEADROOM 1N THE ATTIC FACE SHALL BE PROVIDED AT S( PANT ABOVE iTHE ACCESS (ENING, ( _ -__ _ 19) COMBUSTION AIR REQUIREMENTS: I; 1 �` L I= A E.- 07/29/20 = E � �. 0 - IF THERE IS NO COMBUSTION AIR SUPPLIED TO GAS APPLIANCES,INSTALLER MUST CERTIFY BASEMENT OR ROOM.j �L E A R A N C E S 24 ,P 30" MIN. - HET#$ r� HAS PROPER T OFCOMBUSTION AIR PER CODE AT FINAL INSPECTION I ' �� DT U zr ® 3 �.�lhtN MJF"QU EN;�3URY N f 2 CL t= 4 9 q x } ( CL 10 Ld LLJ P 4 Mw n.+wR w+..a.....R......w.9 .r+aa.....♦a.a..wwawawnwoi b+R+eras.w...........xp+x.a Ylw.ay.4.......+ar»w rrwda aRw+wp4www*+a w.wR... .............vq+aw4 ah,+aar.+Fsnvn YA++a 4w.sv..rh 4w ra a.wawwxws - - - j I ; > ch I I zw' LL - - :� - � � n . . . row, « Y. . wwaaw na r 4a»w R.w, iw •.., axx.n.4 a1 �,� - - I 4 - .. ................ REAR ELEVATION REAR `✓ C2, . � C:). • 1 7 Lt, J­ 4 At co � I 4C9 cc q ' - __ � s.Rw.4a.rY+w YF pw V.a..4:p,wYw.,Yxawar+Y..p 4}p.daY•r..»♦+xr a+.xA - �� _ .......... ....... - + co sa \V a A.R ENGINEERS.STAMP: Rw w d w 1rY�N..arrY hw Ma4a Yaw MY rtp49waM wq Ya www4.e r.wnA ra4........iw.p wwwk.wn4a a.w.+,+Y. � -_------"�-T 6 d.w'.R':•r�wS as,ayw 11.4.IwYxa9m.a, , - rp REAR A a ION P,RONT Er"LEVAIHON JOB f, 0 071816 SATE,. 07/18/16 - i i ii n ilii i iii ii e. i i i .:�,.. i � � i �- . i. .,.•., , ..+r..,�., �:: .,.,: ii i i ii ....n. � i, ' ' "I � -� i i i ,.....-. i „ ii n., ii u,iinu iii ,i, iie iii. inil ii moe � i , a inaiu iei� ii e ,. ... : i, i , ii , ii i i i , , a.if... ... . ++we „ „ iii i, iii , g .vn .... i„ ........ I Clq ♦ UP W FLOOR FRAMING / — DrTWEEN TRUSSES 0 16"OC (TYP) — zee LANDING ST S: - CONSTRUCTION ATTIC^�ON CRISERS 8.7/3211 py 2 --�� — 19— TREADS ® 9" a (� C) 3' 6-1/2' W s 0�1 i Z(; 1 I p1 �,�' ' ►� rr) i � � W f ►� f CD I i - - - - rw• ♦,,,s._s,._.f..w,..,,....♦, .............. ) 1 i "- _ - f..,,..s ♦....................wn.w•,.f. nne. Y ± ., I ' r 28' 0" k, VI[ c / 14 0 ; LLJ 5,1/2" ' 27' 1" 5.1 '2" i Lli rr.r ' ♦ rr,r J ................... .. .',- { ... . .. �r �C r ........... �n I i 9x8 O.H. DOOR ? 9'x9} O,H, DOOR t (� (� o _ __- _ . , _ - ''.- """�\ ♦ _ � rl rrs��e�a n®o 1/��io oo�r M aosrw� li(ia r�®r 1a.®41 yrs a rano P w+ar wl w>,.m r�.�.N'd ♦ \ . - . - � I _ e _ _ _ , . - 2x1 - �• 2.;6 ROOF FRAMING 3 2 HEADER � 3 2x12 HEADER - .. WEE r D _ 8:1' N TRUSSES .. ._- �� 2 .)" N C& 16 OC (TYP) :-............,.....-.........•± 1 �'-0�"u,lyLry+rr _ __ . 2-PD2ATTC iRU � 9 49ify} L} O bf 4 99 ATTIC 71lRS: 19— RISERS V.p/ - ;• .....,..r.....,4 ` 18-- TREADS 91 9 >} lst PLAN 5--1 o CD T 0 RD A GE NO co co ; . . - W . F 13' 0" "...._._... ♦� Q e♦ _ ....................... ENGINEERS STAMP: a o 1 • 14! X09! 14' 0" 28' 0" I: ,I JOB #o 0718 .6 d L0 A ♦ - DATE: 07,E 18/I6 SHEETi a t. ' I t rr,crl V 2x6 EXT. WALL CONST, W/ -- 1/2- SHTH. & P.T. BOTTOM PLATE - NOTES: __._ �� 1/2"x12" ANCHOR BOLTS 0 48"O.C. -- -- DO NOT SCALE THESE DRAWINGS, THEY MAY NOT BE 4" REINFORCED CONC,SLAB W/6x6 5/5WWF TO AN EXACT SCALE, USE ONLY DIMENSIONS GIVEN. , 1"MIN BELOW SURFACE & 4 0" 16" @ 24"O.C. PITCH FLR. 1/8"P/FT r FOUNDATION DAMP PROOFING, BITUMINOUS TAR DAMP PROOFING REBAR (REINFORCING AS REQUIRED BY STATE CODE) ---- - ----- IS ALLOWED TAR MUST BE DRY AT TIME OF INSPECTION BEFORE , BACKFIIL BEGINS AS PER NY STATE RESIDENTAL CODE coT.O.S.=3'--4" 16FINISH GRADE 8"MIN, BELOW T.O.W, & GRADE MUST BUILDER SHOULD VERIFY ALL DIMENSIONS BEFORE M.._ — DROP 6 IN 10 AWAY FROM STRUCTURE AS PER CODE PROCEEDING WITH ANY WORK AND SHALL NOTIFY DESIGNS � _ ��._ .._. ..,._,_ �_.�.. PLUS OF ANY PROBLEMS OR DISCREPANCIES BEFORE ANY WORK IS PERFORMED, CONCRETE FOR FOOTINGS AND WALLS SHALL BE 5500 PSI,+ I� , J ��� 8 POURED CONCRETE FROST WALL - COMPRESSIVE STRENGTH W/5 SLUMP FOR FOOTINGS AND 6CK SLUMP FOR FOUNDATION WALLS. RSOUND, �� - - � BACKFILL FOUNDATION WALLS WITH SAND AND GRAVEL WHICH ARE DURABLE, AND FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS, INSTALL PROVIDE BITUMINOUS TAR DAMP PROOFING IS L I BACKFILL EVENLY ON BOTH SIDES OF WALLS WHERE NECESSARY TO PREVENT , , ALLOWED BUT MUST BE DRY FOR INSPECTION DISPLACEMENT OF CONSTRUCTION, BACKFILL SHALL NOT BE PLACED AGAINST` J BEFORE BACKFILL BEGINS BASEMENT WALLS UNTIL THE WALLS SUFFICIENT: STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR ABOVE, Li SANDY SOIL BACK FILL ADDRESSING PLACE INTERIOR BACK FILL AND SLAB SUBBASE MATERIAL IN LAYERS FOUNDATION WALL AS REQUIRED NOT MORE THAN 18 IN LOOSE DEPTH AND COMPACT TO 95 PERCENT OF MAXIMUM DENSITY ., PROVIDE 12 LONG L1, VERTICAL REBAR PINS FOR HORIZONTAL. NOTE: THE BUILDING DESIGN PRESENTED ON THESE DRAWINGS .SHEAR C 48 4°C. TYP,) � HAS BEEN DEVELOPED WITH CARE IN ACCORD WITH THE DESIGN CRITERIA SHOWN HEREON, IN AS MUCH AS CLIMATIC SOILS AND i' 16"x10" CONT.CONCRETE- F-I°G, W/2—#4 CONT.RE BARS ► GROUND WATER CONDITIONS VARY WIDELY. WE !RECOMMEND THAT ��'~``� � g T.O,W. (TOP OF WALL) 4' 0" - 14' T O.F. TOP OF FTG. 0 m0OFESSIONAL BE CONSUL ED IN THE EVENT I " ALICENSED DESIGN PR ( ) THAT SPECIFIC SITE CONDITIONS OR LOCAL BUILDING CODES SUGGEST r = OR REQUIRE AMODIFICATION TO THESE PLANS.' r 6" COMPACTED GRAVEL W/ EMIL POLY, VABPOR BARRIER �1 �• -- AS DETERMINED BY LOCAL CODES �y SE CTIONI 1 a S- 1 SCALE NONE — 28' 0" m LI_f LLJ ' _j28' 0" Y ------------------ « . .` —a' or® w — Y , «- - - w- � .i" tea �, µ 14i Orr 14' Or ; :-•° 9 LJ d ' r 1 f ,1 r� f S,= #-;787 VENT-A-RIDGE I I 12 A A Nio w _ S-1 S1 � i MAIN ROOF: t i 0,C.)STATE CERTIFIED ROOF TRUSSES 0 248r POURED CONC. WALL SEE MANUFA1�Ox , _ CTURERS CERTIFIED DRAWINGS FOR DETAILS) p `- ' CONT, CONC. FTG. ROOF TO HAVE 5/8-OSB ROOF SHEATHING, "H" CLIPS 0 24"O,C. - I <� . ITERAL ROOF SHINGLES W/ I I //2- CONI`, REBAR W 4 I I '15 FELT PAPER & 50YRARCHITECTURAL ti Ko VENT—A--RIDGE (SEE OWNER FOR COLOR)13, 011 - r I IEAVE & RAKE#' r L4 r 2x6 SUBFASCIA W 1 5 SUBFA CI t . ► o`ti i � � ®........ ... ...... ... .. / x S A �t ALUM. FASCIA, DRIP EDGE �C I ,.. VINYL SOFFIT VENT EAVE & RAKE OVERHANG= 12" I l l I ....� //8" GYPSUM CQ I I , j I «.: co CQ ATTIC TRUSSES TYPE "X" ` . t I STORAGE mLL I 0 24"0.0, --- WALL RFD.n C2 FLOOR t� I 4 CONC,SLA I ` ! ; _ +•'� 2x61 FIRE BLOCK 2x6 OR 5,1/2" EXTERIOR WALLS 0 .16"O.C. W/7/16" OSB SHEATHING, z ft 8'-0" 1`O CENTER --- -- RISERS : 0 BLOCK (TXP) *°. 2x6 INLINE FIRE BLOCKING 0 8'i 5/8"' GYPSUM WA LL BRD., TYVEK ` VAPOR BARRIER 4n T,W.VINYL SIDING& CRNR,BRDS, co — I.r/ „ SEE OWNER FOR COLOR ' 16— TUADSw tw ORA8 CONCRETE WALL W/2x6 P.T, SILL ,PLATE SILL SEAL i 27' i" T.4,W. 4 _ _ 16"x10" CONT, CONC, FTG. -� I I NOTE SIiA0Iw0 AREA INDICATES j I . . «,. 4 T.O = 0'--0" ca I " ', I >, ' 4" CONC, SLAB `� WALL DROPPED 8"W/4 SLAB i / ` �}««.,,........«.a ( _' � SEE FOUNDATION DETAILS ON SHEET "S-�1" I POURED OVER I I = ENGINEERS STAMP: y< •' 0 .� / `\.•a k '•'sri � � ..m.e3�'�a_ 1ef� l � �1.___.--1 1 --------------------- T - C 'D0S S10S 1 - Th' ° ' 2-1/2 , x `"1/° 9'i ' *✓sa ' A,� J 1 , i•.. ,1.u. 9s pii pA 'odd 2-1/2' f I 28' o" _ B# : 071816 — DA TEo 07/28/16 FOUNDATION PLA NSIIEE ay y 7 I i ! Utility Pole NG 3 Ovzcbead/.- 9057%35"t N �1 Crushed 29 g9 Stone 1 IRON 237'A PIPE FOUND Utility Pole NG 2 Well PROPOSED '4SHED CURRENT ZONING: CAPPED IRON @ O�5\11'0 5+o1�1 I 26'X 32' ROD FOUND tbackh"!`%' RURAL RE5IDENTAIL - RR-A /! Land5 N/F of MINIMUM LOT 51ZE - 3 ACRES Christopher M. "131ai5e LOT WIDTH - 400 FT.' I 1243/1(52 ROAD FRONTAGE - 400 FT. Concrete :;.: " "•" WATER FRONTAGE - 200 FT. Porch Steps Budding Overhang Pond g5'o0 , � a� wa1\s 5 ETBACKS N eta+n+n9 FRONT - 100 FT. :..............__._. 0 O 51DE - 75 FT. 55.35 (Wo 5to+I o REAR - 100 FT. Y�ouSe SHORELINE - 75 FT. 0 Budding Overhang Wood Ramp peck Wood Ramp Slate ,e Patio Sn 9 Lands N/F of The Andrew Serra Shed MAP REFERENCE: i Wood Lean-To Family Irrevocable Trust -"`o---- - �'N— - --- - - - - --_ - - - -- - - -- - o 5246125 Decker Above._ a m MAP OF A SURVEY AND 5UBDIVSION i ® Ground. u OF A PARCEL..OF LAND PREPARED FOR cV PO°I JEFFREY A. KILMARTIN Q o DATED: MARCH 1986 j REVISED: OCTOBER 1991 ] N - BY: RICHARD W. BENNETF O Lands of Craig 5. Nicholson Fabric Shed z and LI5a M. Nicholson 0 834/284 � ° s o " ;..... l Z, �5, Area = 1 .35 Acres 38• y', -- NOTES: O Wood Ramp m �5ubd+v+5+on) I w Q F�Setback C�+me en 1 .) THIS MAP WAS PREPARED WITHOUT THE - 3o BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO CAPPED IRON. DATE TITLE REPORT AND 15 THEREFORE 51-113JECT ! ROD FOUND TO ANY STATEMENT OF FACT5 SHOWN THEREON. t i 00 5%Iw is �g 2.) NO PROPERTY CORNERS WERE SET AS PART �..pl fl a OF TH15 SURVEY. I' 'i1 X` 3 501353.) PARCEL 15 SUBJECT TO ANY EASEMENT OF 65 751 2 RECORD. i 4.) UNDERGROUND UTILITIES, IF ANY, ARE NOT b, ;l.i.,:j IRON PIPE Lar�dS N/F of Stephanie M. Picard Li�jLL_L' CIZPI_�ItJ SHOWN HEREON. FOUND4990/245 I HAVE PERSONALLY klEASURED THE DISTANCE 5.) DIMEN5ION5 5HOWN TO DI P AY THE fl IE P�CPF;'Yi_ N3 TJ riEFZOM RELATIONSHIP BETWEEN IMPROVEMENTS ARE FOR Pf'7P03ED S 'CT OR SIGN(Si } ( ) THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND ARE NOT TO I I i1 I, SIGNATURpArE AID IN THE E5TABLI5HMENT OR RETRACEMENT OF PROPERTY LINES. .....� n. . _. . ..... ... .. . .... . ......... i Datel May 17, 2017 "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYDuse A$ �1 ,y .¢ - Cale 1"=30' MAP BEARING A LICENSED LAND SURVEYORS SEAL INA _ Map of a Survey made for •,-•. -. t - - ..m., .., .. .... „ ,,....,... .. VIOLATION OF SECTION 720,SUB-DVISION 2.OF 1116 = D n VIO 9 I (J(. - .NEW YORK STATE EDUCAHON LAW." l - "ONLY COPIES FROM THE ORIGINAL OF THIS SURyg`t _ .1 MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR$ • ,:I;" SEAL SHALL BE CONSIDERED TO BE VALID TRUE COFgE5." = r ` _ "CERTIFICATIONS INDICATED HEREON SIGNIFY THAT - THIS SURVEY WAS PREPARED IN ACCORDANCE VAT}{ IHIE = Cra1 S . Nicholson - _ EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED E I - ,J BY THE NEW YSTATE ASSOCIATION OF PROFE5SIPNAL ! 1 C1 S -veyoirs LAND SURVEYOR•SAID CERTIFICATIONS SHALL Utf UNLY + _ L I oa = TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMEIi LAL ��++(� �y 7 '�T 7� q AGENCY AND LENDING INSTHVITION LISTED HEREON ¢ SHEET 169 Havi18,nd d Queensbury, 1Vew. Porti 1280`t TO THE ASSIGNEES OF THE LENDWG INSTITUTION."1 AND Town of Queensbury, Warren County, York .. ...... .......W . • ._.... .- _ rre New YO 1 NICHOLSON (518) 792 $417 New Fork Lie. No. 50135 — NO , DATE DESCRIPTION j Dwc No 17 032 I: :...,.. 279.00-1-74 a .