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AST-000696-2016 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-000696-2016 Date Issued: Wednesday, August 9, 2017 This is to certify that work requested to be done as shown by Permit Number AST-000696-2016 has been completed. Tax Map Number: 227.10-1-23 Location: 30 BEAN RD Owner: J.David Michaels Applicant: J. David Michaels This structure may be occupied as a: Deck Addition 208 s.f. Septic Alteration By Order of Town Board TOWN OF QUEENSSBBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, GGG66k+rr2bblll V 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 QL Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: AST-000696-2016 Tax Map No: 227.10-1-23 Permission is hereby granted to: J.David Michaels For property located at: 30 BEAN 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: J.David Michaels Deck $20,000.00 Owner Address: 30 BEAN RD Total Value $20,000.00 Kattskill Bay,NY 12844 Contractor or Builder's Name/Address Electrical Inspection Agency WD Williams Construction,Inc. PO Box 241 Cleverdale,NY 12820 Plans&Specifications Deck Addition 208 s.f. Septic Alteration $90.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,October 18,2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queen efore the irattii�date Dated at the Town Queen �r/ Tu cj'ober 18,2016 SIGNED BY: !l/���"7JJ��� v for the Town of Queensbury. Director of Building&Code Enforcement 227.10-1-23 AST 696-2016 J. David Michaels ACCESSORY STRUCTURE APPLICATION Included: SEPTIC ALTERATION 227.10-1-23 AST 696-2016Permit ST- In - U t b J J. David Michaels Permit Fee �al� s 30 Bean Road - Kattskill Bay _ `n�i� IIS t covered porch Ree Fee Approvals SUBDIVISION NAME - -(�- NPC - _M Lo[# APPLICANT (�\v"��'S OWNER ADDRESS 3 O '1�� 1� J ADDRESS PHONE S IV- .�C�S- `2 PHONE ✓ W,,,�CONTRACTOR y COST OF CONSTRUCTION(ESTIMQATED): $ 00, ADDRESS: C1R,e-Acc-C g� BUILDING ADDRESS: Qj q PHONE: GJ o —35-1 I M CONTACT PERSON FOR BUILDING&CODES COMPLIANCE `�VG PHONE I— � �0 TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 1"floor sq.ft. 2" floor sq. ft. Total sq.ft. Height Boathouse with Sundeck Deck 0C 201b Detached Garage(#of cars - Doric _ Pole Barn ✓ Porch-open fC s} yC "Porch-3seaso Covered nclosed 4 20$ 1Pa0 NCW� 13 ^ s Shed y`� Other Accessory Structure(s) *"Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone DEcLARanON: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true & complete statement description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that Uwe 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. t� 1 ✓I have read and agree to the above: Print Name: ' 4,od r/' 'IJIS Date�G/O%G Signature: Date: 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 SEPTIC DISPOSAL PERMIT 227.10-1-23 AST 696-2016 J. David Michaels DATE )O )\0 (fIncluded: SEPTIC ALTERATION TAxMAPIo ��7, 1d — -� 3 227.10-1-23 AST 696-2016 yj /n� J. David Michaels LOCATION OF INSTALLATION 3 4 IJP (2d 30 Bean Road - Kattskill Bay #j<( 4-Vm leq, NY I a Fr covered porch c APPLICANT J C. rA\A-Ve\S PHONE/E-MAIL 3 4/- St - �2 I, / 3o a VeA ADDRESS }�' C. INSTALLER/BUILDER: \ ' '�7<C )-�'l PHONE/E-MAIL 3-62x3 `I7o- 2169 ADDRESS: Cl1e�d�4 � PHONE/E-MAIL Address -3 6W VAsk\\\ `O �Y CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: \ �6'� C'�✓J-1P� PHONE RESIDENCE INFORMATION See Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older a +)D Garbage grinder installed 1981-1991 it Q Spa or Hot Tub installed _Y X N 1992-PresentC PARCEL INFORMATION Topography Flat rolling Steep slope %slope Soil Nature Ae�-b`and Loam Clay otfwd,1 20I8 Groundwater At what depth? 01 C 4.9- Bedrock IBBedrock/Impervious Material At what depth? Domestic Water Supply Municipal Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate: r minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size u gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length O ft.; Each trench x Seepage Pit with#3 stone How many: ;size Alternative System K Bed or other type? Holding Tank System N'^ Total required capacity? Tank size #of tanks Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received&approved. The installed system must match the septic system layout on file-no exceptions. DEcLARAnoN: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these d all rggquireT)e'n s of tIVown of Queensbury Sanitary Sewage Disposal rdinance. Print Name: �. , aV\d\ / D Ld1\�Cy Date: Signature: Date: \ 0 1 I u Town of Queensbury Building&Codes Septic Disposal Permit July 2014 "AwF 1-0 ","i -T �MW ilt,5�44 s O,A*� X, MEW W q *r voil '10i wni",A.. �X 0%1-70�t7w g -'M V gi_g" 4-4 MR Mr 31- M AP2 vm� -4i IrR-1�-l" N N`�Ifj�,fl `-09111' 5w, "An","'P MF 5, 7� �gi, wr 4i, 'A jj n F ot A jqn mki"Z 5 iylj$�I NUIN'1'110, "'A A R gi ""'A"A "p y M, N ug J. MON Qa, Til "Pik 15 F 05 Y'. -Al A _7" R1 --j _t A �,j R_ ,4*',w V�g v y' i �1414%1��,VRAM ��T iU; N -A, X 13 1�I�1-1 �Wlv-Nln�f� "d . 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I i�­­,�;�-,�-i*,-------, , 7WK;"� N I "WX M�A-A v- 0111 PLAN NO: 0801 1 6 PASPE JEW - - -- - -� - 2 OF 4 I r - - - ; - - -- - PRAWN BY: 17 — — —� - --- REY1510N5/a,4TE: T _ - - — 3/ 12 \ — l Ll PITCH — —- \ -71 ME H FM- it i r i o - II � - - - - - - - - - - - - � — — — — — — — - — — — — — — — — — _ - — - ---ti�)'��- .- � `� Illnl II III IIII j FRONT ELEVATION 3 0 BEAN ROAD KATSKILL SAY — SG�eLE: 1 `/4t�_ 1 1_011 NEW YORK 10 W,- IK azo , - ® IuQ - 12 ., z M w e I 0 ji i Q �► — �q� ri i i! 1 I I �t i - i x II' i it i !Ilijil! I�� 1F = aVF. i 11 iIl .. '. ��- -I 5 r //II II IIII I Ill . '. � , .j = � � -. �\ 1 \ - I ( LI .I I �. \ �`� '_ i °I � f Vii' �" ; ��. -•- - • - -" . TO THE BEST OP OUR KNOWLEPOR,BELIEF,4 PROFESSIONAL JUDGEMENT,SUCH PLANS — - SPCGIPIGATIONS ARE IN COMPLIANCE WITH THE 30 f 0 �, r RCS/DNNT/ALBU/LD/NGGOD!lOPNNXYORKSTi4TCfTHE fK ?O IB ONER6YGONaGRVIST/ONGONBTR!/GT/ONGODL�OP tY M_.. Nf_W YORK 0TATL" COPYRIGHT O 201,6 BY WILLIAMS 4 WILLIAMS DESIGNERS_ ALL RIGMTS RESERVED,ALL WILLIAMS 4 WILLIAMS SEAL. e DESIGNERS'PLANS HAVE BEEN REGISTERED WITH THC UNITED STATES COPYRIGHT OPFlGE,THIS DRAWING IS INSTRUMENT OP SERVICE AND MAY NOT SE ALTERED, Cd � REPRODUbED,Comm OR USED POR CONSTRUCTION FI WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS t WILLIAMS DESIGNERS.UNAUTHOIl ALTERATIONS OR THIS DRAWING IS A VIOLATION OF THE NCW ADDITIONS TO `l LEFT S LEVATION YORK STATE EDUCATION LAW,ARTICLE 1 X48 SECTION �' ISPHT SIPM ELEVATION _ '1309.DO NOT SGALB THESE DRAWINGS.THEY MAY NOT ; BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. - (L dd SCALE: 1 /"T 1 —O t t OWNER AND CONTRACTOR SHALL.CONSULT ALL u ' 11= 1 1 G : 1 / CI, 1 1_0 11 •APPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY ,: �? r SHALL VERIFY ALL DIMENSIONS SEPORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS i w� WILLIAMS DESIGNERS OF ANY DISGREPANGIES BEFORE WORK IS PERFORMED.WILLIAMS 4 WILLIAMS DESIGNERS g� SHALL NOT BC RCSPONSIBLC POR ANY ADDITIONAL 9 COSTS OR STRUCTURAL PROBLEMS RESULTING PROM FAILURE TO POLLOW THESE PLANS AND DETAILS. I PININS PLAN NO: — II WINPO0 N 4 DOOR 50HEPULE *ALL WINDOW5 4 DOORS TO HAVIw LOW I- ARGON FILLED GLA55 50. FT. 50. FT. CLEAR OPENINGM LI�'IN ROOM MANUFACTURER PLAN 5ERIE5/ 5TYLE - O O -1 ROUGH / 1 I GLA55/ 50. FT. CLEAR EGRESS I QTY LOCATION U-VALUE SHGG NOTE5 DPE MING UNIT NO. MODEL # V15. VENT OPENING WIDTH HEIGHT I LJGJ-IT E6RE55 WIDTH HEIGHT • I ANVE95EN FWNT2 1 1 10 400 FIX 2'-1" 1'-1 0 1/2 1.24 - - _ 2 LIVING ROOM .2q .24 1 ANDERSEN FWT54 1 10 400 FIX V-4" 1'- 10 1/2"i 4.85 - - - _ 1 LIVING ROOM .241 .24 I ANDERSEN FWT601 10 400 FIX 6'-0" 11- 10 1/2"1 5.60 - _ - - 1 LIVING ROOM 1 .211 .24 I �' ;' '„;; vl I PRAWN 5Y: GONTRATOR/O^NER TO ' VERIFY ALL ^INl:)OIN 4 1�®ORS PRIOR TO I FWT54 1 o FWTa 1 1 10 FWT601 10 FWT2 1 1 1 0 I ORERINCv �IP`w� REV151ONS/DATE: IT EXISTING LOG COURSES EXISTING LOG COURSES ABO !E FOR HEADER ABOVE FOR HF-,ADF-R Z v 0 U O - to H r EXISTING LOG POST 6x 10 TIMBER HEADER L.V.L. NAILER LAGGED TO HOUSE �SxB TIMBER POST NOTCH LOGS TO ACCEPT COLLAR TIES 2x6 DECKING — 6x8 COLLAR TIES MORTISE 4 TENON JOINED TO RAFTERS ~ I METAL ROOFING I lu 2x6 DECKING / - IGF-&WATER SHIELD ENTIRE ROOF PLANE _ I •• In lz 6x5 RAFTF-R5 @ V-2 5/1 6"+�/- O.G. SOLID BLOCKING BETWF-F-N RAFTERS / - ( I - / I I tC1 cq 6x 10 TIMBER BF-Ahf / IL EXI5TING ROOF BEYOND I I EXISTING POST BEYOND / + I -► — — n — — — — rt- 8X8 TIMBER POST ° PORCH I EX15TIN LIVIN - {�. O GH GUARD d I 6x 10 TIMBER BEAM tu RETURN BEAM 8 SIDING SABLE WALL F-ACH SIDE 2x 10 NAILER& HANGERS t� 16"O.G. - � ` � 5/4"x6" DECKING' ; I I 8x8 TIMBER POST 2x 10 J015T5 9 16"O.G. --�\ \ ! I I '-� lu 2x 12 ON EACH 5151E OF NOTCHED POST -__� �� `� 2x PADDING 1/2" CONCRETE BOARD \ �� THIN CUT VENEER STONE 26 3'-O" 6x6 P06T ' 521-011 ANCHOR BA5F- GRADF-� \ 17�7RE55: FROfiPO ; P IRST FLOOR PLAN 50 SEAN ROAP 12"DIA. CONCRETE FILLED CONSTRUCTION TUBO —�_ K,� SKILL SAY 24"511,4. CONCRETE FILLED BIGFOOT FOOTING : . 5CALE: 1 /4" 1 '70�� NEW YORK I - eMICTION A YOM SCALE: 1 /4"= 1 '—O" v o as pK w OL e- z u� w < J �A 7- ft - - - - - - - - - - - - - �� \\\ \ � J Ju z y u- DINING -- \ \ \ y ® t 6 Q LIVING 1 w M/�ST I \ z 3' OOM OOM � � "� _ "'� ' EXISTING �— I � k XISTIN i ' BECK o /ABOVE - � r I 5 TORLAGP D I I _ t ROOF TO BE REMOVE) " O o►U STOR,�� I 2X 10 NAILER 4 HANGERS 0 I 4 - -��- - _ —_ � - - - - In , I 2x PADDING 1/2" CONCRETE BOARD i HIN GUT VENEER STONE 2x4sSTUD WALL SUPPORTED F5r ( — — - r— EGK — — - I ) _ 12"DIA. CONCRETE _ -n,;, BY 6X6 POSTS a TO BE REMO`/—D \�— p - � _ _ _ � � FILLED PI..R BOARD 4 BATTEN SIDING TO THE BEST OP OUR KNOWLEDGE,BELIEF,4 CONTRACTOR TO I PROFESSIONAL JUDGEMENT,SUCH PLANS t 2x 1 2 ON EACH SIDE ON I aC,r NO rGHED POSTSIPIGATIONS ARE IN COMPLIANCE WITH THE 3010 1 6x6 NOTCHED POST rl.2lj'.l..,A, DU/LD/N6GODGOPNEWYORK0rA7W&THE _ U T/ON DEOr 30 f?G'NCRiY CONaERVAT/ONGON9TR G CO 12" DIA. CONCRETE FILLED X&V YORK 0rATX ` CONSTRUCTION TUBE 1 24" DIA. CONCRETE FILLED tl y BIGFOOT FOOTING COPYRIGHT o 201&BY WILLIAMS t WILLIAMS DESIGNERS. STAIRS TO BE REMO`lEO — - ', ALL RIGHTS RESERVED,ALL WILLIAMS t WILLIAMS CJ�"�L. 3 DESIGNEIlW PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE,THIS DRAWING 19 AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, 10/06/ 16 REPRODUCED,COPIED,OR USED POR GONSTRUGTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMO4 {+ J WILLIAMS DESIGNERS.UNAUTHORIZED ALTERATIONS OR F 1 r,� 3d I„ ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW,ARTICLE 149 SECTION ��I .j gl'i � I '1209.DO NOT SCALE THESE DRAWINGS.THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. Li CL OWNER AND CONTRACTOR SHALL CONSULT ALL 'a F : APPLICABLE BUILDING CODE9 TO ENSURE THAT PLANS ? AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY iSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS a r O O FOUNPATION1 LAN WILLIAMS DESIGNERS OP ANY DISCREPANCIES BEFORE "Alk E X 15 T I N G FIRST FLOOR PLAN ' I - - WORK IS PERFORMED.WILLIAMS t WILLIAMS DESIGNERS _ �1 SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STPROBLEMS ROBLEMS RESULTING PROM ' FAILURE TO FOLLOW THESE PLANS AND DETAILS. SCALE: 5/ 1 6= 1 —0" FLAN NO: NAIL INS SCHEDULE TRUSS 4 BRACING DETAIL O O q COPYRIGHT © 201 1 BY WILLIAM5 # WILLIAMS DESIGNERS. ALL 1--IGHTS RESERVE D.AL L 1 -' FLOOR- 9/4" T$G O.S.B. (ORIENTED STRAND BOARD) 1 - PROVIDEB B WEB A5 PER, MANUFAC 'S A TURERRCHITECTURAL TRUSS I ro WILLIAM5 4 WILLIAM5 DESIGNEK5' PLAN5 HAVE BEEN KEGI5TEKCD WITH THE UNITED 2- ROOF- Y2" O.S.B. (ORIENTED STRAND BOARD) NUMBER AND TYPE 5PAGING OF SHEETS 5TATF-5 COPYRIGHT OFFICE. THIS DRAWING 15 AN INSTRUMENT OF SERVICE AND MAY 5- WALL- -1/16" 0.5.8. (ORIENTED STRAND BOARD) - DE5GRIPTION OF BUILDING ELEMENTS OF FASTENER a G d FASTENERS 2- 2" NOMINAL LE UMBR NOT BE ALTERED, REPRODUCED, COPIED, 09 U5ED FOR CON5,rRUCTION WITHOUT THE INSULATION (UNLESS OTHERWISE NOTED) , 5- BOTTOM CHORD TO HAVE GON''INUOU5 LATERAL BQRACING AT A MAXIMUM WRITTEN PERMISSION FROM WILLIAMS 4 WILLIAMS DEVSNEK5. 'rO DO 50 15 A 1 - CEILING WITH ATTIC SPACE......................... 12" THICK 955 KRAFT FADED JOIST, TO SILL OR GIRDER, TOE NAIL 5-SD --- INTERVAL OF 10'. BKACE5 TO BE SECURELY ANCHORED INTO SOLID END r ��� VIOLATION OF FEDERAL COPYRIGHT LAWS. UNAUTHORIZED AL rEKATION5 OR 2- 5L OPED CEILING WITHOUT ATTIC SPACE....5Y4" THICK 9300 KRAFT FACED 1 x6 5UBFLOOK OR L E55 TO EACH JOIST, FACE NAIL 2-SD --- WAL,L. �. ADDITIONS TO THIS DRAWING 15 A VIOLATION OF THE NEW YORK STATE EDUCATION 5- EXTERIOR WALLS.........................................6" THICK R21 KRAFT FADED/POLY 2° 5UBFLOOK TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-1 6D _-- 4- TOP CHORD TO HAVE DIAGONAL BRACING (AT 45 DEGREES) ON BOTH 51DE5 Ilii O �i it LAW, ARTICLE 14 , 5EGTION 1'20q. THESE D9AWING5 ARE NOT TO BE USED BY ANY 4- FLOOR..........................................................q THICK 950 KRAFT FACED SOLE FATE TO JOIST OR BLOCKING, FACE NAIL 1 6D 1 6" O.G. OF RIDGE LINE NAILED TO UNDERSIDE OF TOP CHORD. REPEAT AT BOTH PARTY OTHER THAN THE ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT. 5- BASEMENT WALL5........................ ... .....5 Y2" THICK K 1 5 POLY 2- 1 6D --- ENDS. NOTE: ALL VAPOR BARRIERS(KRAFT OR POLY) TO BE INSTALLER ON THE TOP OR SOLE PLATE TO STUD, END NAIL --_ STUD tT0 SOLE PLATE, TOE NAIL 5-SD, 2- 1 6n 5- ROOF SHEATHING TO HAVE r>TAGGERED JOISTS AND FASTEN PER NAILING DRAJNN BY: THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO STIPULATE MINIMUM = WINTER WARM SIDE. 1 OD 24,10.0. SCHEDULE. DOUBLE STUDS, FACE NAIL6- 5HEATHING BUNDLES SHALL 'NOT BE PLACED ON ROOF. A MAXIMUM OF 5 JG$/17W STANDARDS OF CONSTRUCTION. THE DRAWINGS SHALL GOVERN OVER THE NOTES IN � DOUBLE TOP PLATES, FACE NAIL ALL MATTERS 5PECIFICALLY INDICATED. THESE DRAWING5 ARE FOR A SINGLE5- 16P 1 OD 24 C.C. RESIDENCE. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL 5 5- 1 6D 161, O.C. SWEETS PER 2 TRUSSES DURI1`dG CONSTRUCTION. CONTRACTOR SHALL MAKE THE INSULATION INSPECTION. UPON SATISFACTION, DOUBLE TOP PLATES, MINIMUM 45" OFFSET OF END JOINTS, 5- 16P `1- LAP ALL LATERAL BRACES MINIMUM 2'. CONTRACTOR WILL POST THE ENERGY CODE CERTIFICATION ON THE ELECTRICAL PANEL BOX. FACE iNAIL IN LAPPED AREA REVISIONS/DATE: MISGEL L ANEOUS BLOCKEW BLOCKING BTEEN JOISTS OR RAFTERS TO TOP PLATE, TOE THE DESIGNER SHALL NOT HAVE CONTROL OF NOR SHALL BE REBPON51BLE FOR NAIL d CONSTRUCTION METHOD5 O9 TECHNIQUES, 09 PROCEDURES, OR FOR THE SAFETY 1 . EXHAUST ALL FANS VENTS DIRECTLY TO OUTSIDE. PROVIDE 5 AIR RIM JOI5T TO TOP PLATE, TOE NAIL ap 6" O.G. PRECAUTIONS USED 09 REQUIRED IN CONTRACTOR, SUBCONTRACTORS 09 ANY EXCHANGE5 PER HOUR. MINIMUM CAPACITY Is 50 CFM. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE 2- 10D --- OTHER PERSONS PERFORMING ANY WORK 09 FOR THEIR FAILURE TO CARRY OUT 2. I.G. LABELED RECE55ED LIGHTS REQUIRED IN INSULATED CEILINGS. NAIL THE WORK IN ACCORDANCE WITH THE CONSTRUCTION PLANS/DOGUMENT5. = 5. SMOKE DETECTORS TO BE WIRED DIRECTLY TO HOUSE 1 20 VOLT SYSTEM. BUILT Ufa HEADER, TWO PIECES WITH Y2" SPACER 1 6D 1 6" ALONG HANDRAIL/GUARDRAIL INTERCONNECTED FOR SIMULTANEOUS OPERATION AND HAVE BATTERY EACH EDGE 1 - PROVIDE A 5'x5' MINIMUM LANDING EACH SIDE OF AN EXTERIOR DOOR. BACKUP. MINIMUM LOCATIONS: EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS I5 LOCATED ON IF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE CONSTRUCTION PLANS/ A- ONE ON EVERY LEVEL CONTINUED HEADER, TWO PIECES 1 6D 1 6"ALONG THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A DOCUMENTS, HE SHALL PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE B- ONE IN EVERY BEDROOM EACH EDGE LANDING 15 NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. DE5I6,NER 50 THAT THE DESIGNER MAY CORKEGT SUCH DEFECT. IF THE G- ONE WITHIN EVERY 1 O' OF A BEDROOM DOOR IN HALLWAY CEILING JO15T5 TO PLATE TOE NAIL 3-SD --- 2- STAIR REQUIREMENTS: CONTRACTOR FAIL5 TO DO 50, HE SHALL BEAR ALL COSTS ASSOCIATED WITH m WHEN REPAIRS REQUIRING A PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT CONTINUOUS HEADER TO 5TUD TOE NAIL 4-6D --- a. OPEN RISERS NOT ALLOWED FOR STAIRS OVER 50" IN HEIGHT. PROCEEDING CAUSED BY SUCH DEFECT. IF THE CONTRACTOR FIND5 A DEFECT IN SHALL BE PROVIDED WITH SMOKE DETECTORS LOCATED AS REQUIRED FOR CEILING JOIST. LAPS OVER PARTITIONS, FACE NAIL 5- 1 OD --- b. ALL 5TAIRWAY5 MINIMUM 56" IN WIDTH. CONSTRUCTION KE5ULTIN6 FROM THE WORK OF THE DESIGNER, HE SHALL NOTIFY THE NEW DWELLINGS; THE SMOKE DETECTORS SHALL BE INTERCONNECTED AND CEILING JOIST TO PARALLEL RAFTERS. FACE NAIL 5- lop --- G. WINDER5 MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE. ul DESIGNER IN WRITING, AND ALLOW THE DESIGNER TIME TO 5UG61EST REPAIRS, IF THE HARD WIRED. 2- 1 6D --- d. MINIMUM HEADROOM CLEARANCE OF 6'-8" FOR ALL 5TAIRWAY5. CONTRACTOR DOE5 NOT NOTIFY THE DESIGNER IN WRITING, 09 ALLOW REA5ONABLE RAFTER TO PLATE. TOE NAIL --- TIME TO SUGGEST REPAIRS, OR DOES THE REPAIRS NOT IN CONFORMANCE WITH THE 4. PROVIDE INTERGONNEGTED G.O. DETECTORS ON ALL LEVELS. ON BEDROOM LEVELS, 2-SD 5- HANDRAIL REQUIREMENTS: MUST CONFORM TO K511 .5.6. 1 " BRACE TO EACH STUD AND PLATE. FACE NAIL • • DESIGNERS SUGGESTED METHODS, THEN THE CONTRACTOR SHALL BEAR ALL G05T5 THE G.O. DETECTOR SHALL BE PLACED IN THE IMMEDIATE VICINITY OF BEDROOMS. 2_6D _ a. REQUIRED ON ALL STAIRS OF 4 OR MORE RISERS. 1 "x6" SHEATHING TO EACH BEARING. FACE NAIL AN INTERGONNEGTED G.O. DETECTOR SHALL ALSO BE PLACE IN EACH BEDROOM 2-SD �- b. REQUIRED ON ONE SIDE. A550CIATED WITH SUCH DEFECT. WITH A COMBUSTIBLE FUELED APPLIANCE. WHEN REPAIRS OF FUEL-FIRED APPLIANCES 1 "x5" 5HEATHING TO EACH BEARING. FACE NAIL ___ G. MUST BE BETWEEN 54" AND 55" IN HEIGHT. O AND EQUIPMENT, 50LID-FUEL BURNING APPLIANCES AND EQUIPMENT, OR FIREPLACES WIDER THAN 1 "x8" SHEATHING TO EACH BEARING, FACE NAIL 5-85) --- d. MUST TERMINATE AT WALL5 OR NEWEL POST. AND CHIMNEYS OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH BUILT-UP CORNER STUDS 1 OD 24" O.G. e. MUST BE CONTINUOUS FROM BOTTOM K15EK TO TOP RISER. THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONDITIONS AT THE JOB SITE AND CARBON MONOXIDE DETECTORS A5 REOUIRED FOR NEW BUILDINGS. BUILT-UP GIRDERS AND BEAM5, 2" LUMBER LAYERS 10D NAIL EACH LAYER f. HANDRAIL TO HAVE CIRCULAR CK055 SECTION WITH GRIP SIZE 1 Y4"-2" AS FLLOW5:52" FOR THE TEMPORARY SUPPORT OF THE STRUCTURE PRIOR TO COMPLETION OF THE 5. CONTRACTOR 15 RESPONSIBLE FOR DESIGN AND PROPER FUNCTION OF HVAC O.C.AT TOP AND 4- GUARDRAIL REQUIREMENTS: VERTICAL AND LATERAL LOADS SYSTEMS. ALL WORK SHALL BE DONE IN AND ELECTRICAL SYSTEMS. BOTTOM a. REQUIRED ON STAIRS, LANDINGS, PORCHES, DECKS, OR RAISED FLOOR (� COMPLIANCE WITH NEW YORK STATE CODES AND LOCAL CODES AND ORDINANCES. 6. ALL WINDOW5 TO CONFORM TO AAMA/NWWDA 10 1 /1.15.2 5TAGGERED.TWc 5UKFACE5 MORE THAN 50" ABOVE OK BELOW SKAPE. u NAILS AT ENDS VERIFY ALL DIMENVON5 PRIOR TO ERECTION. ' 7. ALL EMERGENCY EGRE55 WINDOWS AND BEDROOM WINDOWS MUST MEET THE b. MINIMUM HEIGHT I5 36", AT STAIRS 54". FOLLOWING GUIDELINES: AND AT EACH SPLICE. G. LASS THAN 4 BETWEEN BALUSTERS OR HORIZONTAL RAILS. tu A- CLEAR OPENING G OF 5.7 5QUAKE FEET ABOVE OR BELOW RADE 2- 1 6D AT EACH d. LESS THAN 6" OPENING ON STAIR5 WHERE RISER, TREAD, AND FOR ADDITIONS AND/OR RENOVATIONS THE BUILDER AND/OR GENERAL B- CLEAR OPENING OF 5.0 SQUARE FEET AT GRADE 2" PLANK5 BEARING BOTTOM RAIL MEET. CONTRACTOR 5HALL FIELD VERIFY ALL PREEXISTING STRUCTURAL CONDITION5 4 C- MINIMUM HEIGHT OF 24" JU DIMENSIONS PRIOR TO ORDERING MATERIAL 4 BEGINNING CONSTRUCTION, D- MINIMUM WIDTH OF 20" ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: 1 4- 161:> 5. SAFETY GLAZING OR TEMPERED GLA55 TO BE PROVIDED AT: TOE NAIL I A- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN q SQUARE FEET AC.E NAI1- 5_ 1 6D FOUNDATIONS B- BOTTOM EDGE LESS THAN 15" ABOVE FLOOR KAFTEk TIES TO RAFTERS, FACE NAIL 5-gD ___ tu G- ONE OR MORE WALKING SURFAGE5 15 WITHIN 56 HORIZONTALLY OF THE GLAZING 1. FOOTING5 SHALL BEAR ON FIRM, UNDI5TUKSED SOIL A MINIMUM OF 45" BELOW D- TOP EDGE GREATER THAN 56" ABOVE FLOOR _ Q GRADE. ASSUMED SOIL BEARING LOAD 15 2000 P51_. (GROUP 1 SOILS -GW, E- GLAZING ADJOINING STAIRS WITHIN 60" OF BOTTOM TREAD GP, SW, SP, GM, 5M) q• z.MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE 1 VERTICAL TO :2 PROVIDE A 50"X22" ATTIC, ACCESS IN A HALL WAY OR A READILY ACCESSIBLE HORIZONTAL. AREA, NOT IN A STANDARD CLOSET. 5.SACKFILLING OF FOUNDATION WALLS SHALL NOT BE FOR 25 DAYS, OR 10 PROVIDE AN 15"x24" CRAWL SPACE ACCESS. WOOD STRUCTURAL PANELS, SUBFLOOK, FLOOR AND WALL SHEATHING TO FRAMING, BEFORE FLOOR SYSTEM 15 IN PLACE AND WALL 5TABILIZED. 1 1 . PROVIDE 515" TYPE X FIRE GORE GYP5UM BOARD ON GARAGE CEILING, AND PAKTICLEBOARD WALL SHEATHING11 4•MAXIMUM UNBALANCED BACKFILL HEIGHT- BEAM, AND GARAGE SIDE OF WALL COMMON TO HOUSE AND GARAGE. - PROVIDE Y2" T'YPE X FIRE RATED GYPSUM SCARP ON HOUSE SIDE OF WALL 5/ 1 6"- 1 /21, 6D-SUBLOO9, WALL 6 1 2f �, �i 1 u CONCRETE COMMON TO HOUSE AND GARAGE. - 8D-ROOF 12. PROVIDE a/4 HOUR FIRE RATED DOOR AND JAMB5 WITH AUTOMATIC, CLOSER I , .101/52"- 1 " 8D 6 12f I �DDRE55: 1 .CONCRETE 5TRENGTH TO BE A5 FOLLOWS: BETWEEN HOUSE AND GARAGE. 1 115"- 1 A" 1 oD 6 12 m 9 _ 50 15EAN ROAD GARAGE SLABS AND PORCHES, STEPS, AND WALKS: 5500 P51 15. INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR VERTICAL CONCRETE EXPO5E17 TO WEATHER: 5000 PaF FLUE/CHIMNEY ACCORDING TO MANUFAGTURER5 5PI GIFIGATIONS, _ O\ KATSKILL 15AY PROVIDE AIR ENTRAINMENT OF 5-7010 OF VOLUME. 14. MAINTAIN A MINIMUM OF 5" DISTANCE BETWEEN SIDING AND FINISHED GRADE. c0 I I 5LUMP TO BE NO MORE THAN 4" NOR LF-55 THAN 2". 15. ALL DRAINS, VENT5, AND SUPPLY PIPING MUST BE TESTED TO THE FOLLOWING DESCRIPTION OF SPACING OF FASTENERS I NEIN YORK CRITERIA: 5 PSI OF AIR OR 1 O' OF WEAR PRESSURE FOR A PERIOD OF 1 5 ' DESCRIPTION OF CONCRETE REINFORCING STEEL MINUTES 4 WATER SUPPLY SHALL BE TESTED v A MIN. OF 50 P51 AIR OR WORKING 2!`' y BUILDING FASTENER b,G,d EDGEs(INGHES)h INTERMEDIATE SUPPORTS I RISER SHALL BE A MAXIMUM 5 1 /4" PRESSURE FOR A MINIMUM OF 1 5 MINUTES. ==MATERIALS b,d(INGHES) � - I MINIMUM TREAD DEPTH SHALL BE q" 1 . REBAR SHALL CONFORM TO A.S.T.M. GRADE 40. WELDED WIRE FABRIC MESH 16. HEATING DUGT5 5HALL BE SECURED AND SEALED IN ACCORDANCE WITH THE Y2 GYPSUM BOARD, g 1 Y2 GALVANIZED 4 8 `. WITH MINIMUM NOSING OF 5/4" AND A SHALL CONFORM TO A.5.T.M. A 1 aS. NEW YORK STATE ENERGY CODE. ROOFING NAIL; 6D I MAXIMUM NOSING OF 1 1 /4". O 2. Y2" DIAMETER X 10" ANCHOR BOLTS v 4' 0.(f,. 11. COMBUSTION AIR REQUIREMENTS: IF THERE 15 NO COMBUSTION AIR 5UPPLIED - COMMON NAIL; 1 Y4 5. #5 BAR VERTICALLY ® 4' O.G. TO WITHIN 6" FROM TOP OF WAL1p TO GAS APPLIANCES, INSTALLER MUST CERTIFY BASEMENT OR ROOM HAS SCREWS, TYPE W OR 5 ( N PROPER AMOUNT OF COMBUSTION AIR PER CODE AT FINAL INSPECTION. 5/5 GYPSUM BOARD, g 1 a/4 GALVANIZED 4 8 �[ CONCRETE FOUNDATION WALL 15. GARAGE CONCRETE SLAS MUST BE 5LOPED TOWARDS OVERHEAD DOOR OR T TAIL w o m ROOFING NAIL; 5D 1 . DAMPPROOFING: A5PHALT/TAR TYPE COATING A GARAGE DRAIN MUST BE PROVIDED AND DRAIN TO DAYLIGHT/DRYWELL. WATERPROOFING: RUBBER/ICE Eq AND WATR SHIELD TYPE 1 . ICE 4 WATER 5HIELD UNDERLAYMENT REQUIRED FROM ROOF'S EDGE_A MINIMUM t COMMON NAIL; 1 5/8 } X OF 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING,. MEASURED TYPE W OR 5 iu PERIMETER DRAINS HORIZONTALLY. ' X 1 . 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC TO DAYLIGHT, DRYWELL,I 20. FIREBLOCKING SHALL BE PROVIDED TO OUT OFF ALL CONGEALED DRAFT OPENINGS WOOD STRUCTURAL PANELS, COMBINATION 5UBFLOOK UNDEKLAYMENT TO FRAMING \ W tu W '� Q 4 SEWER OR SUMP PUMP A5 SOIL CONDITIONS AND SITE DICTATE. ! (VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN \' \ 0 STORIES, AND BETWEEN A TOP STORY AND THE ROOF 5PACE. FIREBLOCKING SHALL I W AND LF-55 SD COMMON NAIL 6 12 _ I BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. I 7/8"- 1 " SD COMMON NAIL 6 12 5/4"X6" DECKING = �•.. A- IN CONGEALED SPACES OF STUD WALLS ANP PARTITIONS, INCLUDING FURRED I 1 1/511- 1 Al 1 OD COMMON NAIL 6 1 2 _.___ L�_•_;� 2x6 JOISTS c� 1 6" O.G. N N Z �q0 OU W � J EXTERIOR GRADE SPACES, AT THE CEILING AND FLOOR SPACES. CONCEALED HORIZONTAL \ ..` - � I =� FURRED SPACES SHALL AL50 BE FIREBLOGKED INTERVALS NOT EXCEEDING 10'. a-ALL NAILS ARE 5MOOTH-COMMON,BOX EXCEPT WHERE OTHERWISE STATED. I \ 4X4 POST ''- v- 1 . GRADE SHALL DROP 6" IN FI95T 1 O' RUN FROM ALL SIDES OF HOUSE NAILS U5ED FOR FRAMING AND 5HEATHING GONNEGTIONS 5HALL HAVE A to Q I BATTS OR BLANKETS OF MINERAL OF GLA55 FIBER SHALL BE ALLOWED A5 MINIMUM AVERAGE BENDING YIELD 5TKENGTH5 AS FOLLOW5:SO K51 FOR 4X4 P05T ANCHOR Z FIREBLOCKING IN WALLS GON5TRUCTED USING PARALLEL ROWS OF 5TUD5 09 5HANK DIAMETER OF O,112"(2017 COMMON NAIL),90K51 FOR SHANK DIAMETERS STAGGERED STUDS. LARGER THAN 0.1 42"BUT NOT LARGER THAN 0.1`17",AND 100 K51 FOR SHANKg► DIAMETER5 OF 0.1 42"OR LESS. GRADE Z A WOOD/FRAMING B- AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL b-NAILS SHALL NOT 5E PLACED MORE THAN 6"O.G.AT ALL 5UPPOKT5 WHERE Q 2x6 NAILER LAGGED TO HOUSE to ,(1 LUMBER SKADE5 ARE AS FOLLOWS: SPACES SUCH AS OCCUR AT SOFFITS, DROP GEILING5 AND DOVE GEILING5. SPANS ARE 48"OR GREATER. i -1 W 4 �„ .• c-4'x8'OK 4'x9'5HALL BE APPLIED VERTICALLY. RIM JOIST $ HANGERS C� 1 6 O.G. 1 . PURLINS, BEAMS, AND STRINGERS...............#2 SPF OR BETTER G- IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM d-5PAGING OF FASTENERS NOT INCLUDED IN THI5 TABLE 5HALL 5E EASED ON W r 2. J015TS AND RAFTERS..............................#2 5PF 09 BETTER OF THE RUN. ENCL05ED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION TA5LE 8602.5 M. 8 DIA. CONCRETE FILLED 1n _ e-FOR REGION5 HAVING 15A54,WIND 5PEED OF 1 10 MPH OR GREATER,5D CONSTRUCTION TUBE [� m 1h 3,, 5. 5TUD5.................................................#2 5PF OR BETTER I 4. BLOCKING AND BRIDGING.... #2 SPF OR BETTER R5 1 1 .2.2 DEFORMED NAIL 5 SHALL BE USED TO ATTACHING PLYWOOD STRUCTURAL PANEL ` D- AT OPENING AROUND VENTS, PIPES AND DUGT5 AT CEILING AND FLOOR LEVEL, ROOF 5HEATHING TO FRAMING WITHIN MINIMUM 45"D15TANGE FROM GABLE END 5. PLATES, SILLS CONTACTING CONCRETE-..........PRES5URE TREATED 5PF OR BETTER TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCT5 OF COMBUSTION. WALLS,IF MEAN ROOF HEIGHT 15 MORE THAN 25',UP TO 55'MAXIMUM. 6. POSTS AND BEAMS.................................#2 5PF 09 BETTER E- FOR THE FIKEBLOCKING OF CHIMNEYS AND FIREPLACES. SEE SECTION 9602.5. 1 f-FOR REGIONS HAVING U BASIC WIND 5PEED OF EA MPH OR LE IBL NAILS FOR 1. 2X6 T$G DECKING..................................DECKING GRADE ATTACHING WOOD STRUCTURAL PANEL ROOF 5HEATHING IN GABLE END WALL ' F- FIREBLOGKING OF CORNICES OF ATWO-FAMILY DWELLING 15 REQUIRED AT THE ` FRAMING SHALL BE SPACED 6"ON CENTER. WHEN BASIC,WIND SPEED 15 S. ALL JOISTS FRAMING INTO THE SIDE OF A SUPPORTING MEMBER (NOT GREATER THAN 100 MPH,NAILS FOR ATTACHING PANEL ROOF 5HEATHING TO MINIMUM BATHROOM FIXTURE OLEARANOE5 LINE OF DWELLING UNIT SEPARATION. INTERMEDIATE SUPPORTS SHALL.5E 5FI 6"O.G.FOR MINIMUM 45" BEARING ON) SHALL BE SUPPORTED BY SIMPSON U TYPE HANGERS OR I DI5TANGE FROM RIDGES,EAVES,AND GABLE END WALL-5;AN5 4"ON CENTER TO ` EQUAL. ANCHOR EACH RAFTER AND/OR BOTTOM CHORD OF TRU55 TO TOP - GA5LE END WALL FRAMING. g-GYPSUM 5HEATHING SHALL CONFORM TO A5TM G'T 9 AND SHALL BE IN5TALLED PLATES AT OUT5IDE WALLS WITH SIMPSON H 1 OR H2.5 TIES. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS- ALLOWABLE DEFLECTION } IN ACGORDANGE WITH GA 253. FI5ER5OARD 5HEATHING SHALL.CONFORM TO q. ALL BOLTHEAD5 BEARING ON WOOD, TO BE PROVIDED WITH STANDARD GUT ASTM G 205. j r` ,�' I � h-5PAGING ON FLOOR 5HEATHING PANEL EDGES APPLIES TO PANEL EDGES 4" 4" 2" 4" WASHERS STRUCTURAL MEMBER / �n SUPPORTED 5Y FRAMING MEMBERS AND A7 ALL FLOOR PERIMETERS ONLY. a a 10. HEADER5 AT EXTERIOR DOORS AND WINDOWS TO BE 2-2x 10 UNLESS RAFTERS HAVING SLOPES GREATER THAN 5: 12 WITH NO H/1 SO I 5PAGING OF FASTENERS ON ROOF 5HEATHIN6 PANEL EDGE5 APPL-IF-5 TO 14. OTHERWISE NOTED. FINISHED CEILING ATTACHED TO RAFTER5 PANEL EDGE5 5UPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE e 1 1 .ALL INTERIOR WALLS TO BE 2X4 1 6" O.G. UNLESS OTHERWISE NOTED. L/Env 1 PERIMETERS. BLOCKING K ROOF 09 FLOCK 5HEATHING PANEL EDGE5 UmU INTERIOR WALLS AND PARTITIONS PERPENDICULAR TO THE FRAMING MEM5E95 SHALL N07 BE REOUIRED EXCEPT I( tl 1I 1 2.PROVIDE 50LID BLOCKING OR STUDDING BELOW ALL SEAMS, P05T LOADS !-/z 4C> AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER ll�" �JJ50"x o \/ MINIMUM 30" FLOORS AND PLASTERED GEILING5 Fi/3 00 �, SHALL 5E SUPPORTED 5Y FRAMING MEMBERS OR SOLID BLOCKING. _ �\ SHOWER IN WOOD STRUCTURE TO FOUNDATION 09 DESIGNED BEARING POINT. ALL OTHER STRUCTURAL MEMBERS 1 5.HCLD ALL FRAMING MF-MBF-95 6" CLEAR OF EITHER 51DE OF WASTE DRAINS - EXTERIOR WALLS WITH PLASTER OR STUCCO FIN15H 1./240 AT TUB, 5HOWEK, AND TOILET. EXTERIOR WALLS-WIND LOAD5 WITH BRITTLE FINISHES !-/ 1 20 _ INC UNDER ALL PARALLEL WALLS AND 21"MINIMUMGLEARANGE � 21"MINIMUMGLEARANGE 1 4.DOUSLE JOISTS 09 SOLID BLOCK WATER CLOSET 3 TUB LAVATORIES BATHTUBS. EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES BLOCKING: 16" O.C. ON BEARING WALL 52" O.C. ON NON-BEARING WALLS 4 _ CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA S FOR EXTERIOR AND LOAD SEARING WALLS: ► _ �a.- 1 5. NOTCHING REQUIREMENT OVERFRAMING (PIGGY BACK) SPAN TABLES- _� : - � ~. J1 j A- NOTCHES IN SOLID LUMBER SHALL NOT EXCEED 1/6 OF �F THE I HORIZONTAL SPAN SIZE/5PAGING I G5NOW 5PEED DE5IGIN SUBJECT TO PESI6,M UNDERLAYMENT ICE 5HIELP FLOOD FREEZING -- - -- TPItOPESSIO AL J DGE CNT,SUCHPUR KNOM5063, EAN9 t LIEF,4 -(a DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN 1/5 DAMAGE FROM. HAZARD DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE g UP TO q -O 2x6 Is 1 6 O.G. LOAD (MPH) CATEGORY TEMP. REQUIRED INDEX SPEGIFIGATIONSAREINCOMPLIANCEWITHTHE 201D ' �c _;7F,- MIDDLE 1 /5 OF THE SPAN, q'- 1 " - 1 1'-5" 2X5 C� 1 6" O.G. WEATHERING �Ro�r TERMITE DECAY RE9/DCNT/ALDUILD/N6GODG'O/�NEWYDKK9T�TEtTHE B- NOTCHES AT THE END OF THE MEMBER SHALL NOT EXCEED 1/4 THE 1 1'-6" - 1 5'- 1 1 " 2x 10 a 1 6" O.G. =ter+ 201DENER6YGONNL7�VATtX07*A adTR!/G1/ONGODR"O� g f 24" INSIDE ALL NEW YORK STATE DEPTH OF THE MEMBER. I 1 4'-O" - 1 6'-0" 2X 1 2 0 16" O.G. ®# B=iERe To To 8„ SL IGHT NONE _ 1 O EXTERIOR C- THE DIAMETER OF THE HOLES BORED OR OUT INTO MEMBER SHALL N 1 ' t MOD SLIGHT WALLS COPYRIGHT O 2016 8Y WILLIAMS t WILLIAMS DESIGNERS. NOT EXCEED 1/5 THE DEPTH OF THE MEMBER. MINIMUM UNIFORMLY DISTYRIBUTED LIVE LOAD (P5F)- ALL RIGHTS RESERVED,ALL WILLIAMS4WILLIAMS 5EAL• D- HOLES SHALL NOT BE CLOSER THAN 2 TO THE TOP OR BOTTOM OF ? aESIGNERS'PLAN9 HAVE BEEN REGISTERED WITH THE 11, THE MEMBER OR TO ANY OTHER HOLE LOCATED IN THE MEMBER. IN ACCORDANCE WITH THE RESIDENTIAL GORE OF THE STATE OF NEW YORK R50 1 .2.5, BUILDING EDWARD K. LaPOINT, PE, INDEPENDENT UNITED STATES COPYRISiHTOFFIGE,THIS DRAWI"16AN q IN REGION5 WITH GROUND SNOW LOADS GREATER THAN -10 P5F SHALL BE DESIGNED IN INSTRUMENT OFSERVIGEAND MAY NOTDimonC 6EALTETION 1 � F INE�V � E- WHERE THE MEMBER IS AL50 NOTCHED, THE HOLE SHALL NOT BE I USE LIVE LOAD LICENSED PROFESSIONAL ENGINEER REPRoaucea,coPlea,oleuSEaFORcoNSTRucTION y- ^-� �� NC6v CLOSER THAN 2" TO THE NOTCH. ' ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE AND AC5E -t-02 CAMERIGAN SOCIETY WITHOUT THE WRITTEN PERMISSION D5 AT EACH SIDE OF OPENING GREATER THAN 6'. I EXTERIOR BALCONIES 60 OF GIYIL ENGINEERS -02). 8 WARD LANE, PO BOX 1 q0, GLEVERDALE, {EIT/ 09\ WILLIAMS DESIGNERS,UNAUTHORIZED ALTERATIONS OR 16- DOUBLE JACKS 5TU I DECKS I 40 NEW YORK 1 2820, 5 1 8- 744-44 1 1 . ADDITIONS TO THIS DRAWING 10AVIOLATION OFTHE NBA 1 '7- PROVIDE SOLID BLOCKING/BRIDGING 09 CROSS BRACING BETWEEN JOISTS AT ALL JOIST MID5PAN5 I PA5SENGER VEHICLE GARAGE5 50 _ PROFESSIONAL ENGINEERING SERVIGE5 YORK STNOTS AL TIONLAW,ARTIGLE THEY 40 T=09.DO NOT SCALE THESE DRAWINGS.THEY MAY NOT 1 8- ALL CANTILEVERS TO SEA 5: 1 RATIO. 5X SUPPORTED, 1 x UNSUPPORTED I ATTICS WITHOUT STORAGE 10 _ PROVIDED DIRECTLY UNDER CONTRACT TO BETOEXACTSCALE. RAC-TOSE M SHOWN. ATTICS WITH STORAGE 20 OWNER AND CONTRACTOR SHALL CONSULT ALL. EPING 40 THE OWNER.�DAVE MIGHAELS APPLIGABLEBUILDINGGODESTOENSURGTHATPLANS ROOMS OTHER THAN SLE AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY C� SLEEPING ROOMS 5O SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING {` WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS t STAIRS 40 WILLIAMS DESIGNERS OF ANY DISCREPANCIES 6EFORE I WORK IS GUARDRAILS AND HANDRAILS I 2®® PERFORMED.WILLIAMS t WILLIAMS DESIGNERS SHALL NOT DE KESPONSIMS FOR ANY ADDITIONAL COSTS OR STRUCTURAL MOSLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. - _ I WASTEWATERI SITE IL SYSTEM INSTALLATION_ T SYSTEM MATERIAL SPECIFICATIONS 4—BEDROOM RESIDENCE HST PITCONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT ABSORPTION BED AGGREGATE L� DESIGN FLOW — 110 GPD/BEDROOM TP#1 — 9/23116 BY TOM CENTER, P.E. OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION .OF THERMOPLASTIC PIPE, AND STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. z SYSTEM DESIGN FLOW — 440 GPD 0-4" — TOPSOIL CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. WASTEWATER SYSTEM FILL MATERIAL SEPTIC TANK — EXISTING SEPTIC TANK TO REMAIN 4-54" — LOAMY MEDIUM .FINE SAND COBBLES WITHFz I FILL MATERIAL DESCRIBED IN "WASTEWATER SYSTEM FILL MATERIAL NOTES." WCL PUMP STATION — EXISTING PUMP STATION TO REMAIN GRAVEL TRACE SILTAFTER EXCAVATION OF 15' WIDE;X 40' LONG ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND EFFLUENT SEWER PIPE BEDROCK OBSERVED AT 54•" (ELEV. _ '349.5) FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. PIPING TO BE 4" SDR-35 OR .SCH-40 PVC. INSTALL WITH; 1/8" PER FOOT MINIMUM SLOPE. = p w APPLICATION RATE TO EXISTING SOIL: .9 GPDISF, BASED ON FILTER FABRIC �'' 3 MIN 12 SEC 11N PERCOLATION RATE PERCOLATION RATE: 3 MINUTES 12 SECONDS PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE,' FILTER FABRIC TO BE 4.8 OZ/SY NDN—WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT._ j SHALL. BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE HOUSE SEWER PIPE v) - .. ABSORPTION BED AREA REQ'D = (440 GPD)/(.9 GPD/SF) NO MOTTLING OR GROUNDWATER OBSERVED. AND PIPE. { PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. 490 SF TOPSOIL THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES PLACE.4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. ABSORPTION BED AREA PROVIDED = 15'x40' = 600 SF WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH = W I- EXISTING POTABLE WATER SUPPLY IS ON—SITE WELL HOUSE HOLES DOWN IN ALL CASES. _ WASTEWATERSYSTEMILLMATERIALNOTESa 100' MINIMUM SEPARATION BETWEEN ABSORPTION FIELD & WELL ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM TO BE MAINTAINED. AFTER REMOVING ORGANICS AND TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED THE DISPOSAL FIELD. ABSORPTION BED AND TAPER AREA. z DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. "WASTEWATER SYSTEM FILL MATERIAL" SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM .OR SANDY LOAMY GRAVEL WITH IN—PLACE PERCOLATION RATE OF 2-3 MINIINCH AND NO ORGANICS OR WELL THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST r u 25% OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT - DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI—TYPE SPA TUBS OR WATER OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. a•z : TREATMENT EQUIPMENT. THE INSTALLATION OF NON—CONSERVING WATER FIXTURES OR EXTREME WATER WASTEWATER SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12" LIFTS WITH TRACKED ` j USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTION TRENCHES. " F EX.SEPTIC TANK &PUMP STATION ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TOGEO 32 "`' WASTEWATER SYSTEM. TRANSPORTING TO SITE. ' APPROX.LOCATION OF Ex.FORCE MAIN CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND °� ABSORPTION FIELD. P 6 L 330 ---_J ! PR LINE WELL HOOSE LAKE GEORGE i r SEPTIC TANK 10' 50' 10' 50' °o 0 - `, _ ABSORPTION FIELD 10' 100' ' 20' 100' 3 5: ^L.'> r. - C O f • 0 ' tet-. Q s r !I I 2, PINE ._ .. -. _...--.._ ._..... - ,•. i r�.., ..,, - � i, _ _ ~.✓ - _ F 0 WELL �R, 2 PIN r E % NG SIP 10"PINE ' Vvo SWALE AT UPHILL SIDE � o°slRcr \*\ i i' OF BED TO DRAIN RUNOFF , 355AWAY FROM BED SLOPED TO DRAIN 12"WHITE PINE z a\ a\� / , u i II u_i 11 III II IIII EARTH II - W 6" 0 12" BACKFILL FILL I a\ ; 11 1,111 FILTER FABRIC p ora°e' I OR GEOTEXTI LE PL+ • — to 4a PLAgL%AT ED2" MIN.IPF 30 - o O `iO - , \ ;�•. ,.•. . /. 4 15x4 ' - .- _.__PROP. „ - - --- O - - w j r' a, ,�o O / \ _ _ • -6. MIN. c� oo Cf7oo „ ABSORPTION BED �o i •Q� 0 2 C CRUSHED STONE ''>' `'��,�.. ,.4 —2'-6” - 5'-0" - - 5'-0 >, 2'—6 ° (T•P.) 24 MIN. MAXIMUM _ 10'MIN. o 33 GROUNDWATER — wENATION — x F �P Oo ROPRTY LINE........ L - f' OVG�\e cry'Pwq�� ;' / , '' //' ''' 'r + ' � �� �y✓ fj 3h0 SETBAC - LEDGE /' '" / =: REPLACEMENT STANDARD ABSORPTION BED SECTION / i EXTEND EX , O�� 12" MAX.FORCEMAZN 0sT -BoxTO NEW D IPF -IIIIE IIII= ► i l,- - II- _IIII_ _ G f PROP.DIST,Box cOoo0 6a' MIN. ovEe���P�� /f,• \ 355 (' ao �o n°oncf� 6" MIN. SCP » o. 08 "_ INTERCONNECT ENDS �.a i oE2,062) BOTTOM OF .BED 4 PERFORATED .PVC N SOF LATERALS LATERAL, LAID LEVEL EXISTING DISTRIBUTION BOX AND ABSORPTION FIELD REPLACEMENT STANDARD ABSORPTION BED PROFILE TO BE REMOVED PRIOR TO INSTALLATION OF REPLACEMENT ABSORd,TION BED„ N.T.S. ENGINEER TO INSPECT PRIOR To PLACEMENT OF NEW Ill p� WELL 345 FILL MATERIAL"* CNr I{ VE PESOPlhL `(tJ yCi-•i `CY L1;1. r '• -' FP.�M CNS!�CZU€'FC� �. � , QCT SIGNP � coag , IIF ST 0 /0 STONE Po r Pou vrA1N DATE � 20� O _ SIGNATURE 35 oP FINISHED CONCRETE OR STONE Q� GRADE RECOA MENDEDRS CCS INLET BAFFLE 12" MIN. COVER OVER ;! ALL STRUCTURES BLACKTOPDRIvewAY BM NAIL IN UTILITY POLE NM3 ELEV. = 349.47' �i ? K 1 xab^n� I q ALL 0 BEUTLE SET AT INVERTS aI Y !, ELEVATIONE SAME i 3 PEA GRAVEL EXTEND EXISTING I I 1 1/2" FORCE MAIN DISTRIBUTION BOX TO NEW DISTRIBUTION rn G BOX N.T.S. t l w SEPTIC AREA NOTE: EX. PUMP STATION aq TOPOGRAPHICAL SURVEY FOR SEPTIC 44 -- 4 OIPF REPLACEMENT ONLY, OTHER IMPROVEMENTS N.T.S. EXIST THAT WERE NOT LOCATED AT THE 1. NEW DOSE VOLUME TO BE 45 GALLONS. TIME OF THIS SURVEY. 2. CONTRACTOR TO COORDINATE NEW PUMP FLOAT ELEVATIONS WITH ENGINEER Date, OCTOBER, 2 E 016 Scal.ei AS N❑TED. •,.., 1 WELL 227.10-1-23 AST 696-2016 I J. David Michaels I 30 Bean Road - Kattskill Bay 49 P` LAN covered porch's , . ' I Scale: 1X20' AST 696-2016 SHEET 10F 1. 227-10-1-23 J David vd Mich aels LTERATION Included: SEPTIC A 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-8511 December 7,2016 Job#49401 Dave Hatin Town of Queensbury Bay Road Queensbury,NY 12804 RE: David Michaels 30 Bean Road - Replacement Septic System Dear Dave: This letter is to inform you that we inspected the completed septic system for the house at 30 Bean Road on December 2, 2016. The septic system as installed was for a 4 bedroom house and consisted of the existing 1,250 gallon septic tank, existing pump station and 15 ft by 40 ft (600 sf) replacement absorption bed constructed with stone and perforated pipe. The system conforms to the requirements of the approved replacement septic'system design drawings. Please call me if you have any questions or concerns. Sincerely, Thomas R. Center, PE I f WASTEWATER SYSTEM DESIGN SITE SOILS DATA SYSTEM INSTALLAtION NOTES SYSTEM IAL SPECIFICATIONS j 4-BEDROOM RESIDENCE TEST PI`I; CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT ABSORPTION BED AGGREGATE I W DESIGN FLOW - 110 GPD/BEDROOM TN#1 - 9/23/16 BY TOM I CENTER, P.E. OF HEALTH, INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND STONE 1S TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. SYSTEM DESIGN FLOW - 440 GPD 0-4 - TOPSOIL CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. WASTEWATER SYSTEM FILL MATERIAL SEPTIC TANK - EXISTING SEPTIC TANK TO REMAIN 4-54" - LOAMY MEDIUM (FINE SAND COBBLES WITHI a ~ I FILL MATERIAL DESCRIBED IN "WASTEWATER SYSTEM FILL MATERIAL NOTES." PUMP STATION - EXISTING PUMP STATION TO REMAIN cn w cL GRAVEL TRACE iSILT AFTER EXCAVATION OF 15' WIDE X 40' LONG ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND EFFLUENT SEWER PIPE BEDROCK OBSERVED AT 54" (ELEV. = 349.5) FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. p W APPLICATION RATE TO EXISTING SOIL: .9 GPD/SF, BASED ON FILTER FABRIC U 3 MIN 12 SEC /IN PERCOLATION RATE PERCOLATION RATE: 3 MINUTES 12 SECONDS PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. W I SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE HOUSE SEWER PIPE Cf) ABSORPTION BED AREA REO'D = (440 GPD)/(.9 GPD/SF) NO MOTTLING OR GROUNDWATER OBSERVED. AND PIPE. PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. 490 SF TOPSOIL THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. o 0 ABSORPTION BED AREA PROVIDED = 15'x40' = 600 SF WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH N Lo F- ± EXISTING POTABLE WATER SUPPLY IS ON-SITE WELL HOUSE HOLES DOWN IN ALL CASES. o o Q WASTEWATER T FILL MATERIAL NOTES 100' MINIMUM SEPARATION BETWEEN ABSORPTION FIELD & WELL ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM AFTER REMOVING ORGANICS AND TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED o O TO BE MAINTAINED. THE DISPOSAL FIELD. z ABSORPTION BED AND TAPER AREA. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. "WASTEWATER SYSTEM FILL MATERIAL" SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN-PLACE PERCOLATION RATE OF 2-3 MIN/INCH AND NO ORGANICS OR ® WELL THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF OBJECTS OVER 3„ IN SIZE. LESS THAN 10% BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% LAKEWATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 112” SIEVE. / TREATMENT EQUIPMENT. THE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WATER WASTEWATER SYSTEM FILL MATERIAL 1S TO BE MECHANICALLY STABILIZED IN 12 LIFTS WITH TRACKED USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTION TRENCHES. '� •q EX SEPTIC TAMC &PUMP STATION ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO 32WASTEWATER SYSTEM. TRANSPORTING TO SITE. APPROX.LOCATION ®F Ex.FORCE MAIM CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. WASTEWATER SYSTEM SETBACK SCHEDULE 330 '`-- J LAKE w PROPERTY LINE WELL HOUSE GEORGE SEPTIC TANK 10' 50' 10' I 50' 340 ABSORPTION FIELD 10' 100' 20' 100' I z 5 G'q�9 Q 345 GF 350 Z Go es s 0 2"PINE ♦ f I F WELL 12"PINE �®�y�V $� •,'R���� .:'•,;,:;';,`i.;`;..15• GJ `C t 10"PINE p®® p� SWALE AT UPHILL SIDE 5 OF BED TO DRAIN RUNOFF 10"BIRCH I 355 AWAY FROM BED SLOPED TO DRAIN 12"WHITE PINE $\ti co 6—ad Z EARTH )i 11- W � � I I_I I I-1 -6' TO 12' BACKFILL FILL -I' ��III- FILTER FABRIC '•'' '•-`•' propane I OR GEOTEXTILE Z tank 4 _ - - IPF 30 `�$ 2» MIN. PLFrffl�ATED \`a TP #1 0 15'X40' °ro SORPTION SED " MIN. $ �� on� - ��--3/ TO 1 1/2" CRUSHED STONE I, 2'-6 5'-0" 5'-0"4z -02'-6" I QIP \`� �' r (TYP.) 24" IN. f ">>::'.:,, 4" MAXIMUM GROUNDWATER 33 -, a;t`•,.{ �' ELEVATION - 10.0' LEDGE 340 a '3 .: :;r ,% REPLACEMENT STANDARD ABSORPTION BED SECTION EXTEND EX. FORCEMAIN _ Co o GG�p TO NEW D-BOX \ — _ _ IPF q 12" MAX. - lII-�� �„ 1111= ......... ! I=1 I- I GSF c01000 6'' MIN. e0�o ch%� oovE �wP�� I t PROP.DIST.BOX 355 Ooo� o � oGoo C7 ��—INTERCONNECT ENDS o� 6" MIN. o oo° „ a o ob Sy ocb0000�o BOTTOM OF BED 4 PERFORATED PVC a OF LATERALS LATERAL, LAID LEVEL REPLACEMENT STANDARD ABSORPTION BED PROFILE ° � N.T.S. _ OW WELL 345 i 2 o IPF cr ' 'i:, FOUNTAIN �.LCA`. ''+Y`a'r•.vw A..`a....,n...+w nws,.a'_...y-.._stx.N4 t 1 CONCRETE OR STONE ttl FINISHED MARKER IABOVE ALL (i a O GRADE BURRIED,COVERS [ I 1 RECOMMENDED. s€ DEC 0 8 2016 INLET BAFFLE 12' MIN. VER 'OVER r ALL STRUCTURES � i 4 s,; +'-• . 4 1.0 k� w BLACKTOPDRIVEWAY BM NAIL IN UTILITY POLE NM3 n�� °�r " 71Y�,1 } GNF ICfA�ICe ELEV. = 349.47' I I I{{„ c Pc r a�?I :� IFf�,O�'1 ice. f'I'L7PERT`f LINES)TO TI-ig ct� a -I "rF IJu(URI=(S)C)i vIGN(S) 6 Cl) '$� ALL OUTLET INVERTS TO BE SET AT E EVATIIONE SAME SIGiy;PURE DATE PEA GRAVEL EXTEND EXISTING e 1 1/2" FORCE MAIN DISTRIBUTION BOX t, I TO NEW DISTRIBUTION j CSS tx� BOX N.T.S. 1 W 7 SEPTIC AREA NOTE: I �✓ _ TOPOGRAPHICAL SURVEY FOR SEPTIC EX. PUMP STATION ®IPF REPLACEMENT ONLY, OTHER IMPROVEMENTS N.T.S. q EXIST,THAT WERE NOT LOCATED AT THE 1. NEW DOSE VOLUME TO BE 45 GALLONS. TIME OF THIS SURVEY. 2. CONTRACTOR TO COORDINATE, NEW PUMP FLOAT ELEVATIONS WITH ENGINEER. Date. OCTOBER, 2016 3 ' Scalel AS NOTED ®WELL rLAN Scale: 1"=20 SHEET 1 OF 1 Ju1. 31. 201112:42P MDIA No. 9951 P. 4/4 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. To lzAs that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Dave Michaels Date: 07/21/2017 Occupant: Porch/1 St FI Rear Locatio n30 Bean Road Occupancy" .IQueensbury,Warren Co. NY �ngle Family Dwg. Applicant: Derricks Home Services LLC _.. 64 Sagamore St. Glens Falls, NY 12801 L_ J Joseph A.Holmes No. 144017295$89EL _ _ - ;! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Equipment: 6-Switches;4-Receptacles; 8-Fixtures;2_Infra Ree Heaters JUL 3 .i 2017 4G-1 - tog IQ- ??A1 b This cortificate applies to the electrical wiring to the electrical equipment listed Immediately null and void. This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use,occupancy or ownership inspection. No warranty,ie expressed or implied ae to the mechanical safety.etfl- of the pmpedy Indicated above,this ceror=te shall be Immediately null and void, u ency or mness of the equipment for any pamculsr purpose. This ceedcate shall In the event that this certificate becomes invalid based upon the above conditions, be vaYd for a period of one year from the above noted data. Should me eledlfigal tni9 certlpcate may be revalidated upon reinspeaien by Meddle Department sybtem to which ihle CeNficate applies be edered in any way,IMlyding but not limit- InapBCdon Agenry,mt. An applicatlon tar inspection must be submitled to Middle ed to,me Inbotlumion of adtYddnal electri®I equipment and/or the replflcement of Department Inspection Agenry, Ina.to initiate the inspection antl revalidation any of thB cdmponenls InslatlBtl 66 of Me above notBtl dale,this der;fiesta shell ba prd(:BBs. Afee will0e Charged far thi9 sella.