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HomeMy WebLinkAbout16 x 10 Shed - 161 Steep ZONING COMPLIANCE FOR SMALL STRUCTURES k (Sheds and detached decks 200 sq. ft. and smaller) Address of Proposed Structure: Zone: Name of Owner: ill hd&e,- GIS PIN: 7 6 0 I a- , Phone Number: E667—6 VV—:-z 21.-z1 Application #: 1. Name of Applicant: Address: ae- rT-G4�(�'7f Phone Number: 2. Structure cannot exceed 200 square feet. NOV 0 � ?Oi'? TYPE OF STRUCTURE: -Z ED DECK (not to exceed 30" om grade)) DIMENSIONS OF PROPOSED STRUCTURE: ( D a 50UTHWINDSORPIANNiNGDE�T. 3. A Class D survey must be submitted with the application showing the property lines, all other buildings and the location of the proposed structure. 4. Is the property served by a septic system? Yes o If yes, the applicant must complete and submit a B100a Application to the Health Department for review and approval. The undersigned hereby permits Town staff to enter onto and inspect this property during reasonable hours for the purpose of reviewing this application and to determine final compliance once construction is completed. I, the undersigned, acknowledge that the above information is true to the best of my knowledge and that the above requirements are understood. r Applicant Signature: Date: /J— ; — z0 f7 Owner Signature: Date: 7 ***************************************************************** Reviewed and approved by: Date: /l- 3- 1,2 Z n o ement Officer Reviewed and approved by: Date: Environmental Health Officer cc: Assessor Building File 04/15/14 < m 1/2"PLYWOOD 30-YEAR TAMKO 3/4"HOOVER EXTERIOR GUSSETS(BOTH SIDES FIRE-X PRESSURE TREATED LENGTH(VARIES) ) ARCHITECTURAL FIRE-RETARDANT 8'-0"-48'-0" SHINGLES 8'WIDE (NON-COMBUSTIBLE) BYE I �"I 2X4 RAFTERS 2X4 PRESSURE x @ 16"O.C. TREATED FLOOR 34-1/4" 34-1/4" 2X4 KILN DRIED SPRUCE %_� JOISTS @ 12"O.C. 72" STUD WALLS @ 16"O.C. F DOUBLE 2X4 4x4 PRESSURE TREATED W/ DURATEMP Tl-I1 SIDING TOP PLATE FOUNDATION BEAM 10'WIDE 2X4 KILN DRIED Eg SPRUCE d O STUD WALLS 22-3/4" 34-1/4" 34-1/4" 22-3/4" o e o o¢a @ 16"O.C. 117-1/2" o a 2X4 PT 3/4"HOOVER EXTERIOR J e 2X4 BOTTOM RIM JOIST 12'WIDE FIRE-X PRESSURE TREATED PLATE FIRE-RETARDANT PLYWOOD (NON-COMBUSTIBLE) PRESSURE TREATED 0 IF GRADE 4X4 FOUNDATION 33" 34-1/4" 34-1/4" 33" S-2 5Y_2 BEAMS 11 138-0" 8'-0"-14'-0" 3/4"HOOVER EXTERIOR vnDni(vAR Es) 2X4 PRESSURE TREATED 14'WIDE IO SIDE ELEVATION m FIRE-X PRESSURE TREATED CROSS SECTION FLOOR JOISTS @ 12"O.C. FIRE-RETARDANT PLYWOOD 30-YEARTAMKO (NON-COMBUSTIBLE) 22-1/2" 23" 34-1/4" 34-1/4" 23" 22-1/2" ARCHITECTURAL WINDOW SIZE, SHINGLES STYLE VARIES 1/2"CDX PLYWOOD 163-0" ROOF SHEATHING GABLE VENTS 12 30-YEAR TAMKO ON BOTH ENDS Q6 ARCHITECTURAL FOUNDATION BEAM CONSTRUCTION 2X4 RAFTERS SHINGLES —=BRACED WALL PANEL"BWP"LOCATION 6:12 PI @ 16"O.C. r ALUMINUM IN ACCORDANCE WITH METHOD CS-WSP DRIP EDGE SECTION R602.10.4 NOTE:NOT CODE E- s 2X4 KILN DRIED PRESCRIPTIVE DUE TO T-0"WALL HEIGHT SPRUCE STUD FINISHED SOFFITS BUILDING CODES&DESIGN DATA: WALLS @ 16"O.C. FOR WEATHER *2016 CONNECTICUT STATE BUILDING CODE TIGHTNESS 2012INTERNATIONAL RESIDENTIAL CODE a *THE MASSACHUSETTS RESIDENTIAL BUILDING CODE 780 CMR EIGHTH EDITION 3 5/8"DURATEMP 2009INTERNATIONAL RESIDENTIAL CODE T-11 SIDING VINYL PERMA *60 PSF SNOW LOAD(ROOF) TRIM *3-SECOND GUST OF 115 MPH 3/4"CRUSHED *FLOOR DESIGN MEETS REQUIREMENTS OF STONE BASE SECTION R301.5 FLOOR SYSTEM WILL GRADE GRADE OVER A 20 SQUARE INCH AREA SUPPORT 2000 LB LOAD APPLIED 8'-0"-48'-0" NOTE: 8'-0"-14'-0" OVER STORAGE BUILDING IS DESIGNED TO BE JACKS&HEADERS LENGTH(VARIES) WIDTH REINFORCED DOUBLE DOORS (VAR ES) pRESSURE TREATED PLACED ON 6"DEEP 3/4"CRUSHED STONE BASE ABOVE DOORS& SIDE ELEVATION PAINTED ON BOTH SIDES FRONT ELEVATION 4x4 FOUNDATION *FROST PROTECTION NOT REQUIRED UP TO WINDOWS PER CODE SIZE&STYLE VARIES BEAMS 600 SQUARE FEET PER SECTION R403.1.4.1 COPYRIGHT Q WITH THAT UNDDMSU16 TANONDE BARN YARD. ALL RIGHTS RESERVED.AND SHALL NOT BE COPIED.REPRODUCED,ORS-ING IS OTHERWISE DISNPOSED OE DIRECTLYUY OF NE BARN OR INDIRECTLY AND IS CONSENT. CONNECTICUT MASSACHUSETTS STANDARD FEATURES: rtPr-AL OHM1NrORMATM LICENSES: `+t1t/1�1H/!1�1!!fl/��� BASE: 4X4 PRESSURE-TREATED BEAMS CAPE/� �`��,/ CT H.I.C.LICENSE #558916 ����� +�`o�� �j�I'� 4� FLOOR FRAMING:2X4 PRESSUR&TREATED JOISTS,12"O.C. 5 I I LE RI H.I.C.LICENSE #23105 �� � � �i �.5� STOI`l"�GE BUILDING '�� ASS FLOORING: "HOOVER EXTERIOR FIRE-XPRESSURE MA H.I.C.LICENSE #127550 MA C.S.LICENSE #98915 �•�• .' w•S +• 9C TREATED FIRE RETARDANT PLYWOOD NY WC-26545H14 t 0� (NON-COMBUSTIBLE) T N YARD NY PC-6 ta6 tau •••.* WFRAMING:F PREMIUM 2X4 KILN DRIED SPRUCE LUMBER,@16"O.C. HEADQUARTERS SHOWCASE LOCATION �� No.27224 ���1 ,9 No.500349 SIDING: 5/8"DURATEMP TI-I I OR VINYL 9 VILLAGE ST. RTE.6 BETHEL,CT RTE.83 120 WEST RD. '. ( k► (i �, ROOFING: 30-YEAR TAMKO ARCHITECTURAL SHINGLES ELLINGTON.CT 06029 205-740-7433 EWNGTON,CT i��•'•'C ����d �►���� 0� Q/ P �►�' DOORS: HEAVY-DUTY,REINFORCED AND PAINTED 860-454-9103 860-896-0636 WWW.GREAT000NTRYGARAGES.CON j sizEs. ONg BOTH SIDES B mv mom G.UR AVIV LUrHER. CHUR H nn 14 v � 3 - t sI -.t 5 A-A— . ` 4 - M I HEREBY CERTIFY cs THIS`PLAN TO BE p' $SEN TANTIALLY CC7 +t"RECT, 740.NO.'MAIw STREET CR©ssRc At s �► n- ' lt0'9fi��t j E.T HAR Fr:,PR J E yiED017 outh BuiSldinu De artment - t ,, r t y, 10"A tv f'r '