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24D-174 29aldrichpermit18-3-28 PERMIT ALDRICH GARAGE 20 MARCH 2018.pdf17016 29 ALDRICH PERMIT GARAGE 20 MARCH 2018 Rev Date Description Project Title This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. Renovations to 29 ALDRICH STREET Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 09/18/2017 EXISTING CONDITIONS Sheet Title Scale: 03/20/2018 JPB JPB 17-016 AS NOTED JODY BARKER, A.I.A. | Architecture + Design, LLC 32 Willow Street Florence, Massachusetts 01062 cell: 617.216.5988 e: jodybarker.aia@gmail.com PERMIT DRAWINGS - GARAGE 03/20/2018 2 12/4/2017 PROGRESS DRAWINGS 3 01/18/2018 PROGRESS DRAWINGS 4 3/19/2018 REV. AT GARAGE 5 3/20/2018 PERMIT - GARAGE STOVE REF. DW DN UP UP 5" STEP 7-1/2" STEP RAMP UP EXISTING SHED EXISTING SITE PLAN Scale: 1/8" = 1'-0"1 10'-0" SIDE SETBACK 4'-0" SIDE SETBACK, ACCESSORY 10'-0" SIDE SETBACK 4'-0" SIDE SETBACK, ACCESSORY 10'-0" FRONT SETBACK 20'-0" FRONT SETBACK, ACCESSORY ALDRICH STREET 20'-0" REAR SETBACK 4'-0" REAR SETBACK, ACCESSORY EXISTING DRIVEWAY EXISTING SITE PLAN EX-100 PROPOSED SITE PLAN Scale: 1/8" = 1'-0"1 10'-0" SIDE SETBACK 4'-0" SIDE SETBACK, ACCESSORY 10'-0" SIDE SETBACK 4'-0" SIDE SETBACK, ACCESSORY 10'-0" FRONT SETBACK 20'-0" FRONT SETBACK, ACCESSORY ALDRICH STREET 20'-0" REAR SETBACK 4'-0" REAR SETBACK, ACCESSORY NEW DRIVEWAY 15'-0" CURB CUT, MAX. MODIFY EXISTING CURB CUT AS REQUIRED FOR DRIVEWAY. Rev Date Description Project Title This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. Renovations to 29 ALDRICH STREET Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 09/18/2017 EXISTING CONDITIONS Sheet Title Scale: 03/20/2018 JPB JPB 17-016 AS NOTED JODY BARKER, A.I.A. | Architecture + Design, LLC 32 Willow Street Florence, Massachusetts 01062 cell: 617.216.5988 e: jodybarker.aia@gmail.com PERMIT DRAWINGS - GARAGE 03/20/2018 2 12/4/2017 PROGRESS DRAWINGS 3 01/18/2018 PROGRESS DRAWINGS 4 3/19/2018 REV. AT GARAGE 5 3/20/2018 PERMIT - GARAGE PROPOSED SITE PLAN UP DN UP UP UP NEW WRAP AROUND PORCHNEW ENTRY ADDITION NEW REAR ENTRY / MUDROOM SIDEWALK NEW FIELD STONE WALKWAY TO CITY SIDEWALK NEW FIELD STONE WALKWAY BETWEEN GARAGE & PORCH UP hose bibb PLANTING BED A-100 Rev Date Description Project Title This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. Renovations to 29 ALDRICH STREET Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 09/18/2017 EXISTING CONDITIONS Sheet Title Scale: 03/20/2018 JPB JPB 17-016 AS NOTED JODY BARKER, A.I.A. | Architecture + Design, LLC 32 Willow Street Florence, Massachusetts 01062 cell: 617.216.5988 e: jodybarker.aia@gmail.com PERMIT DRAWINGS - GARAGE 03/20/2018 2 12/4/2017 PROGRESS DRAWINGS 3 01/18/2018 PROGRESS DRAWINGS 4 3/19/2018 REV. AT GARAGE 5 3/20/2018 PERMIT - GARAGE GARAGE PLANS A-102 25'-11" 30'-2" 6'-11" 8" 22'-7" 4" REINFORCED CONCRETE SLAB AT GARAGE - EL= 0'-0" 6" 8" 6" 6" 8" 6" 6" 8" 6" 23'-3" 9'-1 1/2" 2'-0 1/2" 9'-1 1/2" 1'-5 3/4" TOP OF WALL = 0'-8" BOT. OF FOOTING = -4'-0" TOP OF WALL = 0'-8" BOT. OF FOOTING = -4'-0" PROVIDE CUTOUT AT GARAGE DOOR TOP OF WALL = -0'-6" PROVIDE CUTOUT AT GARAGE DOOR TOP OF WALL = -0'-6" 4" REINFORCED CONCRETE SLAB AT ENTRY - EL= 0'-8" REINFORCED CONCRETE FOUNDATION WALL & FOOTING REINFORCED CONCRETE FOOTING AT CENTER POST, BELOW GARAGE FLOOR SLAB. NOTE: PROVIDE CONTROL JOINTS AT CENTERLINE OF POST TO EXTERIOR WALLS, ALL (4) SIDES 1'-5 3/4" 25'-11" 4'-4 1/2" 15'-9" 5'-9 1/2" 6'-11" 4" REINFORCED SLAB @ REAR LANDING. EL=0'-4" GARAGE - FOUNDATION PLAN Scale: 1/4" = 1'-0"1 UP hose bibb STEP UP 25'-11" 8'-5" 17'-6" 23'-3" 11'-2" 6'-0 1/2" 1'-10" 2'-3 3/4" 5 1/2" 22'-4" 5 1/2" 11'-2" 11'-2" 12'-6" 12'-6"5 1/2" 5 1/2" OVERHEAD GARAGE DOOR, 9' WIDE X 7' TALL NEW DOUBLE HUNG WINDOW, 36X48 NEW, INSULATED, FIBERGLASS DOOR W/ HALF-LITE.CONC . EXTERIOR WALL: CLAPBOARD SIDING 1/2" ZIP SHEATHING 2X6@16" O.C. INSULATION, R-21 MIN, AT 2ND FLOOR. VAPOR BARRIER 1/2" GWB AT INTERIOR AT 2ND FLOOR CONC. CONC. LVT.1 INTERIOR STAIRS - HARDWOOD TREAD & PAINTED RISER. 1-1/2" OD PAINTED WOOD HANDRAIL AT 34" ABOVE TREAD, EA. SIDE 25'-11" 4'-4 1/2" 15'-9" 5'-9 1/2" 6'-11" 5 1/2" 2'-8" 6'-0 1/2" 3'-1" 3'-4 1/2" 30'-2" INSULATE WALL @ STAIRWAY, MIN. R-21 6T @ 11" ea = 5'-6" 3'-0 1/2" 5 1/2"6'-3 1/2"5 1/2" Alternate for garage storage or mech space below stairs. GARAGE - FIRST FLOOR PLAN Scale: 1/4" = 1'-0"2 STOVE DW DN INSTALL OWNER SUPPLIED VANITY. VERIFY DIMENSIONS. ROD @ 60", PAINTED WOOD SHELF @ 66". TYP. ALL CLOSETS ±9'7-1/2" wall ±5'-8" wall LINE OF DORMER ABOVE ±6'-3 1/2" knee wall ±6'5-1/4" wall 5'-4 3/8"3 1/2"5'-5 3/8" 2'-0" 3 1/2" 10'-0 3/4" 3 1/2" 11'-1 1/4" 10 3/4" 5'-1" 1'-10 1/2" 2'-7" 15'-6 1/4" 8'-4" 9'-3" 2'-11"2'-11" 8'-8 1/2" CLOSET CLOSET BEDROOM KITCHENLIVING / DINING LINEN LAV. BATH STAIR ±2'-0" 4'-6" attic space insulated 4'-8 1/4" 4'-4 3/4" 3 1/2" 2'-3 1/2" 3 1/2" 3'-8 1/4" 3 1/2" 17'-11 1/2" 12'-4 1/4" SHEET.1 SHEET.1 threshold WOOD FLOORING WOOD FLOORING LVT.1 EXTERIOR WALL: CLAPBOARD SIDING 1/2" ZIP SHEATHING 2X6@16" O.C. INSULATION, R-21 MIN. VAPOR BARRIER 1/2" GWB AT INTERIOR NEW DOUBLE HUNG WINDOW, 36X60, EGRESS CASEMENT WINDOW AT KITCHEN, 36x40 DOUBLE HUNG WINDOW AT DORMER, 36X60 PICTURE WINDOW, 36X24 KITCHEN CABINET - PAINTED BASE CABINET W/ PL. LAM. PREFORM TOP. PAINTED OVERHEAD CABINETS. "SHAKER STYLE" DOORS & DRAWERS AWNING WINDOW, 18X24 32X80 CASED 60X80 60X80 30X80 POCKET TYP. INTERIOR WALL - 2X4@16 W/ 1/2" GWB EA. SIDE threshold 32X80 32X80 36X80 6'-11" 7'-8 3/4" 4'-4 5/8" 3 1/2" 2'-10 1/2" 25'-11" 5'-1" 15'-9" 5'-1" 8'-8 1/2"3'-5 1/2"3'-5 1/2" 3'-5" CLOSET 3'-0" 8'-4" PICTURE WINDOW, 36X24 6'-3 1/4" 2'-3 1/2" attic space insulated 4'-5" PICTURE WINDOW, 36X30 ±10'-4 1/4" 3'-0 1/2" 4 1/2" 3'-0 1/2" 3'-0 1/2"6T @ 11" EA = 5'-6" 6'-3 1/2" 6'-5 1/2" GARAGE - SECOND FLOOR PLAN Scale: 1/4" = 1'-0"3 1'-0" 6'-1 1/4" 1'-0"1'-0" 1'-6"25'-11"1'-6" 1'-0"23'-3"6'-11" 1'-0" 5'-3 3/4" 5 1/2"1'-0" 12'-7 1/2" 5'-3 3/4" 5 1/2" 1'-0" 1'-6" 1'-0" 1'-0" RIDGE RIDGE RIDGE VALLEY VALLEY GENERAL NOTE: PROVIDE 3'0" ICE & WATER SHIELD AT ALL EAVES & VALLEYS CONT. METAL DRIP EDGE AT OVERHANGS, TYPICAL ASPHALT SHINGLES, TYPICAL ASPHALT SHINGLES, TYPICAL ASPHALT SHINGLES, TYPICAL METAL STEP FLASHING AT JOINT OF LOW ROOF AND WALL RIDGE VENT SHED ROOF DORMER AT BATHROOM 23'-3"1'-0" 6'-11"1'-0" 1'-6" 25'-11" 5'-1" 1'-4" 15'-9" 5'-1" 1'-4" VALLEY 4 1/2" 4 1/2" GARAGE - ROOF PLAN Scale: 1/4" = 1'-0"4 UP hose bibb S.4 SMOKE C.O. S.4S .4 P.1 garage door openergarage door opener keyless keyless keyless keyless keyless keyless S.4 DOOR BELL S.4 GARAGE - FIRST FLOOR CEILING PLAN Scale: 1/4" = 1'-0"1 Rev Date Description Project Title This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. Renovations to 29 ALDRICH STREET Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 09/18/2017 EXISTING CONDITIONS Sheet Title Scale: 03/20/2018 JPB JPB 17-016 AS NOTED JODY BARKER, A.I.A. | Architecture + Design, LLC 32 Willow Street Florence, Massachusetts 01062 cell: 617.216.5988 e: jodybarker.aia@gmail.com PERMIT DRAWINGS - GARAGE 03/20/2018 2 12/4/2017 PROGRESS DRAWINGS 3 01/18/2018 PROGRESS DRAWINGS 4 3/19/2018 REV. AT GARAGE 5 3/20/2018 PERMIT - GARAGE GARAGE REFLECTED CEILING PLANS A-112 STOVE DW DN SMOKE C.O. SMOKE C.O. R.1 R.1 R.1 R.1 R.1 R.1 R.1 R.1 R.1 GFI 48" S.2 exh. fan light 48" GFI 48" GFI 48" CATV TEL DOOR BELL R.1 SMOKE C.O. SWITCHED OUTLET P.1 P.1 R.1 R.1 R.1 R.1 stove ref. DW disposal GFI 48" GARAGE - SECOND FLOOR CEILING PLAN Scale: 1/4" = 1'-0"2 Rev Date Description Project Title This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. Renovations to 29 ALDRICH STREET Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 09/18/2017 EXISTING CONDITIONS Sheet Title Scale: 03/20/2018 JPB JPB 17-016 AS NOTED JODY BARKER, A.I.A. | Architecture + Design, LLC 32 Willow Street Florence, Massachusetts 01062 cell: 617.216.5988 e: jodybarker.aia@gmail.com PERMIT DRAWINGS - GARAGE 03/20/2018 2 12/4/2017 PROGRESS DRAWINGS 3 01/18/2018 PROGRESS DRAWINGS 4 3/19/2018 REV. AT GARAGE 5 3/20/2018 PERMIT - GARAGE GARAGE ELEVATIONS A-202 30x36 36x24 tempered 36x24 tempered 32X62 32X62 32X62 9'-0" 8"8'-4" 9'-0" 1'-0 3/4" 7'-11 1/4" 2nd floor entry grade/garage 9'X7' GARAGE DOOR 9'X7' GARAGE DOOR 9'-0" 8" 7'-11 1/4"1'-0 3/4" 2nd floor entry grade/garage grade/garage REAR (EAST) ELEVATION AT GARAGE Scale: 1/4" = 1'-0"1 SOUTH ELEVATION AT GARAGE Scale: 1/4" = 1'-0"3 FRONT (WEST) ELEVATION AT GARAGE Scale: 1/4" = 1'-0"4 7.5 12 5" REVEAL CLAPBOARD SIDING, TYPICAL INSLATED FIBERGLASS DOOR. TEMPERED INSULATED VIEWING GLASS AT TOP PANEL. 3'0"X6'8" DOOR 18X25 AWNING 36X60 36X48 ASPHALT SHINGLES, TYP. METAL STEP FLASHING AT JOINT OF LOW ROOF AND WALL NORTH ELEVATION AT GARAGE Scale: 1/4" = 1'-0"2 INSULATED FIBERGLASS DOOR. TEMPERED INSULATED VIEWING GLASS AT TOP PANEL. 3'0"X6'8" DOOR 5/4X6 CORNER BOARD, TYP. 5/4X8 WATER TABLE INSTALL METAL CAP FLASHING ABOVE WATER TABLE, TYP. METAL STEP FLASHING AT JOINT OF LOW ROOF AND WALL tempered tempered 7.5 12 7.5 12 tempered tempered 36x40 Rev Date Description Project Title This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Jody Barker, Architecture & Design, LLC is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. Renovations to 29 ALDRICH STREET Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 09/18/2017 EXISTING CONDITIONS Sheet Title Scale: 03/20/2018 JPB JPB 17-016 AS NOTED JODY BARKER, A.I.A. | Architecture + Design, LLC 32 Willow Street Florence, Massachusetts 01062 cell: 617.216.5988 e: jodybarker.aia@gmail.com PERMIT DRAWINGS - GARAGE 03/20/2018 2 12/4/2017 PROGRESS DRAWINGS 3 01/18/2018 PROGRESS DRAWINGS 4 3/19/2018 REV. AT GARAGE 5 3/20/2018 PERMIT - GARAGE GARAGE SECTIONS A-302 tempered HARDWOOD TREADS & PAINTED RISERS 7.5 12 7.5 12 7.5 12 7.5 12 2nd floor top of wall entry lobby grade/garage bottom of footing top of wall, main structure 1'-0 3/4" 7'-3 1/4"5'-9 1/8" 2nd floor top of wall grade/garage bottom of footing top of wall 5'-9 1/8" 1'-0 3/4" ±7'-2 1/4" ±9'-8" HIGH PT. ±5'-8" KNEE 7'-10" GARAGE CLG. 2nd floor top of wall grade/garage bottom of footing top of wall 2nd floor top of wall grade/garage top of wall bottom of footing ±9'-7 1/2" 7'-6" ±9'-7 1/4" ±6'-5 1/4" GARAGE SECTION A-A Scale: 1/4" = 1'-0"1 GARAGE SECTION B-B Scale: 1/4" = 1'-0"2 GARAGE SECTION C-C Scale: 1/4" = 1'-0"3 GARAGE SECTION D-D Scale: 1/4" = 1'-0"4 GRADE REINFORCED CONC. FOUNDATION WALL & FOOTING EXTERIOR WALL: CLAPBOARD SIDING 1/2" ZIP SHEATHING 2X6@16" O.C. INSULATION, R-21 MIN. VAPOR BARRIER 1/2" GWB AT INTERIOR METAL STEP FLASHING RIDGE VENT 5/4X6 TRIM OVER COR-VENT SOFFIT VENT AT EAVES INSULATED ATTIC, MIN. R-49 TRUSS FRAMED ROOF OR STICK FRAMED AT STAIR HALL - T.B.D. CONT. METAL DRIP EDGE REINFORCED 4" CONC. SLAB LAYDOWN LVT TILE FLOORING AT STAIR HALL, INTERIOR GENERAL NOTE: INSULATE PERIMETER BELOW SLAB, 2'0" DIMENSION, MIN. R-10 VAPOR BARRIER BELOW SLAB 12" GRAVEL INSULATE FLOOR ABOVE GARAGE, MIN. R-30 EXTERIOR WALL: CLAPBOARD SIDING 1/2" ZIP SHEATHING 2X6@16" O.C. INSULATION, R-21 MIN. VAPOR BARRIER 1/2" GWB AT INTERIOR REINFORCED CONC. FOUNDATION WALL & FOOTING PITCH CONC. SLAB TO DRAIN TOWARDS GARAGE DOORS - 1/8" PER 12" RIDGE VENT GARAGE DOOR, 9'0"X7'0" HARDWOOD FLOORING 1X6 WOOD BASE MIN. 4'-0" BELOW GRADE MIN. 4'-0" BELOW GRADE INSULATED ATTIC, MIN. R-49 TRUSS FRAMED ROOF / ATTIC SPACE CONT. METAL DRIP EDGE 5/4X6 TRIM OVER COR-VENT SOFFIT VENT AT EAVES 6'-8" 7'-6" 6'-8" 6'-8" INSULATE FLOOR ABOVE GARAGE, MIN. R-30 EXTERIOR WALL: CLAPBOARD SIDING 1/2" ZIP SHEATHING 2X6@16" O.C. INSULATION, R-21 MIN. VAPOR BARRIER 1/2" GWB AT INTERIOR REINFORCED CONC. FOUNDATION WALL & FOOTING PITCH CONC. SLAB TO DRAIN TOWARDS GARAGE DOORS - 1/8" PER 12" RIDGE VENT GARAGE DOOR, 9'0"X7'0" HARDWOOD FLOORING INSULATED ATTIC, MIN. R-49 TRUSS FRAMED ROOF / ATTIC SPACE CONT. METAL DRIP EDGE 5/4X6 TRIM OVER COR-VENT SOFFIT VENT AT EAVES 6'-0" door SHINGLE SIDING AT GABLE FIBERGLASS SHOWER & TUB SHEET GOOD FLOORING & 4" WOOD BASE AT BATH INSULATE FLOOR ABOVE GARAGE, MIN. R-30 EXTERIOR WALL: CLAPBOARD SIDING 1/2" ZIP SHEATHING 2X6@16" O.C. INSULATION, R-21 MIN. VAPOR BARRIER 1/2" GWB AT INTERIOR REINFORCED CONC. FOUNDATION WALL & FOOTING PITCH CONC. SLAB TO DRAIN TOWARDS GARAGE DOORS - 1/8" PER 12" RIDGE VENT HARDWOOD FLOORING 1X6 WOOD BASE INSULATED ATTIC, MIN. R-49 TRUSS FRAMED ROOF / ATTIC SPACE CONT. METAL DRIP EDGE ±6'-3 1/2" cased opening SURFACE MTD. LED LIGHT AT STAIR HALL, TYP 7'-6" CEILING HT., MIN7'-6" PAINTED WOOD HANDRAIL 6'-8" A.F.F. WINDOW HEAD 14R @ 7.14" EA. = 8'-4" 5/8" GWB AT GARAGE CEILING, TYP PTD. WOOD CAP ON LOW WALL, MIN. 36" ABOVE ADJ. STAIR 7'-7 1/4" T.O.W. 6'-1 5/8" T.O.W. PTD WD. SHELF @ 66" PTD WD. CLOTHES ROD @ 60" 6'-8" STOVE DW DN KEY PLAN B B A A C C D D ZBA Decision 29 aldrich st.pdf ZoningBoardofAppeals - DecisionCityofNorthampton HearingNo.:ZBA-2018-0010Date: January17, 2018 APPLICATIONTYPE: SUBMISSIONDATE: SpecialPermit12/20/2017 Applicant'sName: Owner'sName: NAME: NAME: JodyBarkerSCHIMMELFINGREED ADDRESS: ADDRESS: 32WillowStreet100MAINST TOWN: STATE: ZIPCODE: TOWN: STATE: ZIPCODE: FLORENCEMA01062NORTHAMPTONMA01060 PHONENO.: FAXNO.: PHONE NO.: FAXNO.: EMAILADDRESS: EMAILADDRESS: SiteInformation: Surveyor'sName: STREETNO.: COMPANYNAME: SITEZONING: 29ALDRICHST URC(100)/ TOWN: ADDRESS: ACTIONTAKEN: NORTHAMPT0NMA01060 Grant MAP: BLOCK: LOT: MAPDATE: SECTIONOFBYLAW: 24D174001 Chpt350- 10.10: AccessoryApartments TOWN: STATE: ZIPCODE: Book: Page: 1236464 PHONENO.: FAXNO.: EMAILADDRESS: NATUREOFPROPOSEDWORK: RENOVATIONSTOTHEEXISTINGSINGLEFAMILYHOUSEINCLUDINGNEWWRAPAROUNDPORCH & NEWFRONTENTRY. CONSTRUCTIONOFANEWGARAGEACCESSORYBUILDINGWITHA1BEDROOMAPARTMENTONTHE2NDFLOOROFTHE STRUCTURE. THEMAINHOUSEWILLBE OWNEROCCUPIED HARDSHIP: CONDITIONOFAPPROVAL: FINDINGS: TheZoningBoardofAppealsgrantedtwospecialpermitsfortheproject. TheBoardgrantedthepermitsbaseduponinformationand planssubmittedwiththeapplication . TheBoardgrantedthespecialpermitunder3509.3(10) fortheextensionofadeckclosertotherearlotlinethantheexistingnon- conformingrearsetback. Theexistingsetbackis11' 1" insteadoftherequired20'. Theproposedexpansionwillbe10' fromtherearlot line. Theproposedgarage, withsecondflooraccessorydwelling, wasapprovedwitha4' rearsetbackinsteadoftherequired20' rear setback. Thesidesetbackforthegar agemeetstherequired10' minimum. Inapprovingthespecialpermitforfurtherencroachmentintotherearyardsetback, theZoningBoarddeterminedthattheencroachment wasnotsubstantiallymoredetrimentaltotheneighborhoo dthantheexistingnon-conformingrearsetback. Therearlotlineabutsthe parkingareaandgaragebuildingofamixedcommercial/residentialproperty. Thesecondspecialpermitwasforthepurposesofcreatingadetachedaccess orydwellingunder350-10.10. TheZoningBoardfoundthat thecriteriain10.10foraccessorydwellingshadbeensatisfiedandthattheadditionalsmallapartmentwouldbeconsistentwiththeCity's SustainableNorthamptonPlan. COULDNOTDEROGATEBECAUSE: FILINGDEADLINE: MAILINGDATE: HEARINGCONTINUEDDATE: DECISIONDRAFTBY: APPEALDATE: 12/12/20171/6/20181/18/2018 REFERRALSINDATE: HEARINGDEADLINEDATE: HEARINGCLOSEDATE: FINALSIGNINGBY: APPEALDEADLINE: 12/30/20172/23/20181/11/20181/25/20182/6/2018 FIRSTADVERTISINGDATE: HEARINGDATE: VOTINGDATE: DECISIONDATE: 12/28/20171/11/20181/11/20181/17/2018 SECONDADVERTISINGDATE : HEARINGTIME: VOTINGDEADLINE: DECISIONDEADLINE: 1/4/20185:45PM4/11/20185/16/2018 MEMBERSPRESENT: VOTE: MaureenScanlonvotesto ElizabethSilvervotestoGrant GeoTMS® 2018DesLauriersMunicipalSolutions, Inc. ZoningBoardofAppeals - DecisionCityofNorthampton HearingNo.:ZBA-2018-0010Date: January17, 2018 DavidBloombergvotestoGrant SaraNorthrupvotestoGrant BobRiddlevotesto MOTIONMADEBY: SECONDEDBY: VOTECOUNT: DECISION: SaraNorthrupElizabethSilver3Approved MINUTESOFMEETING: AvailableontheOfficeofPlanning & Sustainabilitywebsiteat: www.NorthamptonMa.gov/ I, CarolynMisch, asagenttotheZoningBoardofAppeals, certifythatthisisatrueandaccuratedecisionmadebytheZoningBoard and certifythatacopyofthisandallplanshavebeenfiledwiththeBoardandtheCityClerkonthedateabove. IcertifythatacopyofthisdecisionhasbeenmailedtotheOwnerandApplicant. NOTICEOFAPPEAL AnappealfromthedecisionoftheZoningBoardmaybemadebyanypersonaggrievedandpursuanttoMGLChapt40A, Section17as amended, within (20) days [30daysforaresidentialFinding] afterthedateofthefilingofthisdecisionwiththeCityClerk. Thedateof filingislistedabove. SuchappealmaybemadetotheHampshireSuperiorCourtwithace rtifiedcopyoftheappealsenttotheCityClerk ofNorthampton. GeoTMS® 2018DesLauriersMunicipalSolutions, Inc. CS Carring Beam Calc.pdfCS Beam Calc CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 KeiterScott29AldrichSt - Level 3-26-18 1:28pm 1 of 1 All product names are trademarks of their respective owners Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcB3 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 14.4 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 6.50" 246 65 Live Replacement Uniform (PLF) Top 0' 0.00" 5' 3.75" 194 65 Live Replacement Uniform (PLF) Top 1' 6.50" 5' 3.75" 246 65 Live Replacement Uniform (PLF) Top 5' 3.75" 10' 6.50" 259 65 Live Replacement Uniform (PLF) Top 5' 3.75" 12' 0.00" 194 65 Live Replacement Uniform (PLF) Top 10' 6.50" 12' 0.00" 259 65 Live Replacement Uniform (PLF) Top 12' 0.00" 12' 8.50" 259 65 Live Replacement Uniform (PLF) Top 12' 0.00" 18' 0.75" 259 65 Live Replacement Uniform (PLF) Top 12' 8.50" 18' 0.75" 259 65 Live Replacement Uniform (PLF) Top 18' 0.75" 21' 8.50" 259 65 Live Replacement Uniform (PLF) Top 18' 0.75" 23' 3.00" 259 65 Live Replacement Uniform (PLF) Top 21' 8.50" 23' 3.00" 259 65 Live 1 2 3 11 7 8 11 7 8 23 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2791# -- 2 11' 7.500" Wall N/A N/A 2.236" 8803# -- 3 23' 3.000" Wall N/A N/A 1.500" 3155# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 2184# 607# 2 6780# 2023# 3 2549# 607# Design spans 11' 2.875" 11' 2.875" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 7517.'# 21774.'# 34% 18.07' Even Spans D+L Negative Moment 9908.'# 21774.'# 45% 11.62' Total Load D+L Shear 4080.# 9476.# 43% 11.64' Total Load D+L TL Deflection 0.2024" 0.5620" L/666 17.81' Even Spans D+L LL Deflection 0.1739" 0.3747" L/775 17.81' Even Spans L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives CS Gargage door header Calc.pdfCS Beam Calc CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 KeiterScott29AldrichSt - Level 3-26-18 1:29pm 1 of 2 All product names are trademarks of their respective owners Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcB1 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 12.0 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 3' 10.75" 193 286 Live Replacement Uniform (PLF) Top 0' 0.00" 3' 10.75" 485 0 Snow Replacement Uniform (PLF) Top 3' 10.75" 9' 3.00" 43 0 Snow Replacement Uniform (PLF) Top 3' 10.75" 9' 3.00" 259 152 Live Point (LBS) Top 3' 9.25" 8 1158 Live Point (LBS) Top 3' 9.25" 2868 0 Snow Point (LBS) Top 3' 10.75" 44 13 Snow 1 2 9 3 0 9 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.949" 5117# -- 2 9' 3.000" Wall N/A N/A 1.500" 3489# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 989# 3266# 1851# 2 1135# 1738# 1334# Design spans 9' 1.750" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Minimum 1.95" bearing required at bearing # 1 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 13615.'# 24466.'# 55% 3.77' Total Load D+S Shear 4342.# 9081.# 47% 0.06' Total Load D+S TL Deflection 0.1781" 0.4573" L/616 4.63' Total Load D+0.75(L+S) LL Deflection 0.1122" 0.3049" L/977 4.63' Total Load 0.75(L+S) Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 KeiterScott29AldrichSt - Level 3-26-18 1:29pm 2 of 2 All product names are trademarks of their respective owners Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcB2 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 12.0 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 5' 5.75" 43 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 5' 5.75" 259 152 Live Replacement Uniform (PLF) Top 5' 5.75" 9' 3.00" 485 0 Snow Replacement Uniform (PLF) Top 5' 5.75" 9' 3.00" 261 286 Live Point (LBS) Top 5' 4.25" 44 13 Snow Point (LBS) Top 5' 5.75" 8 1177 Live Point (LBS) Top 5' 5.75" 2874 0 Snow 1 2 9 3 0 9 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 3516# -- 2 9' 3.000" Wall N/A N/A 1.972" 5175# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 1190# 1718# 1335# 2 1194# 3236# 1852# Design spans 9' 1.750" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Minimum 1.97" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 13511.'# 24466.'# 55% 5.48' Total Load D+S Shear 4327.# 9081.# 47% 8.28' Total Load D+0.75(L+S) TL Deflection 0.1802" 0.4573" L/608 4.63' Total Load D+0.75(L+S) LL Deflection 0.1143" 0.3049" L/960 4.63' Total Load 0.75(L+S) Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives FRAME06.pdfFRAME06.SHT FOR PORTAL FRAME FIGURE R602.10.3.3 (2009 IRC) 2 SIMPSON STHD14 STRAPS EMBEDED INTO POUR IN EACH CORNER Sum vertical load capacities SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: 29 Aldrich S Keiter/29 Aldrich St West Hatfield Ma. 21 West St. rk Miles Inc. Scale: 1/4" = 1' NOTES: SHEET NUMBER: 1 foundation LAYOUT FINAL N/AN/A ISSUE: DATE: N/A N/A 03/26/18 DESCRIPTION: FINAL N/A N/A Northampton Ma vertical load capacity. See Boise literature for joist See Boise literature for joist blocking birdsmouth cut in bottom high end of rafter. D 2X 2N 2X 1ST FLOOR FRAMING PLAN 2X R All product names are trademarks of their respective owners SO BU H RO OV IT IT HU HH LS 2 3R This layout has been created using the information from the plan provided, and/or verbal information from the general contractor. r.k Miles assumes no responsibility for this layout if altered during construction or any of the structural members shown are not supplied by r.k. Miles It is the responsibility of the building contractor / owner to install and / or oversee the installation of all the engineered wood components to assure compliance with the manufacturers specifications.If any changes are made to this project after the completion of our layout contact RK Miles immediately 5' 9-1/2"15' 9"4' 4-1/2" 25'11" 23' 3" 6'11" CONTINUOUS HEADER Sum vertical load capacities SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: 29 Aldrich S Keiter/29 Aldrich St West Hatfield Ma. 21 West St. rk Miles Inc. Scale: 1/4" = 1' NOTES: SHEET NUMBER: 1 1st walls LAYOUT FINAL N/AN/A ISSUE: DATE: N/A N/A 03/26/18 DESCRIPTION: FINAL N/A N/A Northampton Ma vertical load capacity. See Boise literature for joist See Boise literature for joist blocking birdsmouth cut in bottom high end of rafter. D 2X 2ND FLOOR FRAMING PLAN 2X 1S 2X PRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------ Type Qty. Product Length ------ ---- ------- ----- R1 6 Spruce-Pine-Fir #2 2 x 10 16' 0" J1 34 v v 14' 0" R2 2 v v 10' 0" R3 2 v v 8' 0" J2 6 v v 7' 0" R4 3 v v 7' 0" R5 2 v v 5' 0" Total length: 681' 0" ------- Beam & Ledger Material ------ Type Qty. Product Length ------ ---- ------- ----- B3 3 1-3/4x9-1/2 VERSA-LAM 2.0 3100 24' 0" Total length: 72' 0" G4 2 Spruce-Pine-Fir #2 2 x 10 8' 0" Total length: 16' 0" ------- Header Material ------ Type Qty. Product Length ------ ---- ------- ----- B1 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 10' 0" B2 2 v v 10' 0" Total length: 40' 0" ------- Post Material ------ Type Qty. Product Length ------ ---- ------- ----- P1 1 Column by others 8' 1-1/8" Total length: 8' 1-1/8" ------- Miscellaneous Materials ------ Type Qty. Product Length ------ ---- ------- ----- XXX (R/L) Spruce-Pine-Fir #2 2 x 10 22' 0" Total length: 22' 0" All product names are trademarks of their respective owners SO BU H RO OV IT IT HU HH LS 2 3R This layout has been created using the information from the plan provided, and/or verbal information from the general contractor. r.k Miles assumes no responsibility for this layout if altered during construction or any of the structural members shown are not supplied by r.k. Miles It is the responsibility of the building contractor / owner to install and / or oversee the installation of all the engineered wood components to assure compliance with the manufacturers specifications.If any changes are made to this project after the completion of our layout contact RK Miles immediately ------------- Connector List ------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail ---------------------------------------------------------------------------------------------- -----------------------------------------------------------------------------H1 5 LUS210 8 10dx1.5" 4 10d C15076A.pdf ------------------------------------------------------------------------------------------------------------------------------------------------ --------------------------- DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 40 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Live Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges. 9 0 9 8 l b s R1 R1 R1 R1 R1 R1 R2 R2 R3 R3 R4 R4 R4 R5 R5 J1 16" oc J1 16" oc J2 16" oc B1 2 ply B2 2 ply B3 3 ply G4 2 ply H1 Sum vertical load capacities SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: 29 Aldrich S Keiter/29 Aldrich St West Hatfield Ma. 21 West St. rk Miles Inc. Scale: 1/4" = 1' NOTES: SHEET NUMBER: 1 roof plane LAYOUT FINAL N/AN/A ISSUE: DATE: N/A N/A 03/26/18 DESCRIPTION: FINAL N/A N/A Northampton Ma vertical load capacity. See Boise literature for joist See Boise literature for joist blocking birdsmouth cut in bottom high end of rafter. D 2X 2N 2X 1S 2X PRELIMINARY PLAN, NOT FOR CONSTRUCTION ROOF FRAMING PLAN All product names are trademarks of their respective owners SO BU H ROOF TRUSSES 24” O/C OV IT IT HU HH LS 2 3R This layout has been created using the information from the plan provided, and/or verbal information from the general contractor. r.k Miles assumes no responsibility for this layout if altered during construction or any of the structural members shown are not supplied by r.k. Miles It is the responsibility of the building contractor / owner to install and / or oversee the installation of all the engineered wood components to assure compliance with the manufacturers specifications.If any changes are made to this project after the completion of our layout contact RK Miles immediately DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 35 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Snow Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges. O01 O01 O01 O01 O01 O01 O01 O01 O02 O03 O04 O05 O06 O07 O08 O09 O10 O11 O12 O13 O13 O13 O14 O14 O14 O14 O14 O14 O14 O15 O15 O15 O15 O15 O15 O15 O15 O16 O17 O17 O17 O17 O17 O17 O17 O17 O17 O17 O17 O17 O17 O18 O18 O18 O18 O18 O18 O18 FRAME08.pdfFRAME08.SHT CONTINUOUS HEADER Sum vertical load capacities SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: 29 Aldrich S Keiter/29 Aldrich St West Hatfield Ma. 21 West St. rk Miles Inc. Scale: 1/4" = 1' NOTES: SHEET NUMBER: 1 1st walls LAYOUT FINAL N/AN/A ISSUE: DATE: N/A N/A 03/26/18 DESCRIPTION: FINAL N/A N/A Northampton Ma vertical load capacity. See Boise literature for joist See Boise literature for joist blocking birdsmouth cut in bottom high end of rafter. D 2X 2ND FLOOR FRAMING PLAN 2X 1S 2X PRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------ Type Qty. Product Length ------ ---- ------- ----- R1 6 Spruce-Pine-Fir #2 2 x 10 16' 0" J1 34 v v 14' 0" R2 2 v v 10' 0" R3 2 v v 8' 0" J2 6 v v 7' 0" R4 3 v v 7' 0" R5 2 v v 5' 0" Total length: 681' 0" ------- Beam & Ledger Material ------ Type Qty. Product Length ------ ---- ------- ----- B3 3 1-3/4x9-1/2 VERSA-LAM 2.0 3100 24' 0" Total length: 72' 0" G4 2 Spruce-Pine-Fir #2 2 x 10 8' 0" Total length: 16' 0" ------- Header Material ------ Type Qty. Product Length ------ ---- ------- ----- B1 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 10' 0" B2 2 v v 10' 0" Total length: 40' 0" ------- Post Material ------ Type Qty. Product Length ------ ---- ------- ----- P1 1 Column by others 8' 1-1/8" Total length: 8' 1-1/8" ------- Miscellaneous Materials ------ Type Qty. Product Length ------ ---- ------- ----- XXX (R/L) Spruce-Pine-Fir #2 2 x 10 22' 0" Total length: 22' 0" All product names are trademarks of their respective owners SO BU H RO OV IT IT HU HH LS 2 3R This layout has been created using the information from the plan provided, and/or verbal information from the general contractor. r.k Miles assumes no responsibility for this layout if altered during construction or any of the structural members shown are not supplied by r.k. Miles It is the responsibility of the building contractor / owner to install and / or oversee the installation of all the engineered wood components to assure compliance with the manufacturers specifications.If any changes are made to this project after the completion of our layout contact RK Miles immediately ------------- Connector List ------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----H1 5 LUS210 8 10dx1.5" 4 10d C15076A.pdf ------------------------------------ --------------------------------------------------------------------------------------------------------------------------------------- DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 40 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Live Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges. 9 0 9 8 l b s R1 R1 R1 R1 R1 R1 R2 R2 R3 R3 R4 R4 R4 R5 R5 J1 16" oc J1 16" oc J2 16" oc B1 2 ply B2 2 ply B3 3 ply G4 2 ply H1 FRAME10.pdfFRAME10.SHT Sum vertical load capacities SHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: 29 Aldrich S Keiter/29 Aldrich St West Hatfield Ma. 21 West St. rk Miles Inc. Scale: 1/4" = 1' NOTES: SHEET NUMBER: 1 roof plane LAYOUT FINAL N/AN/A ISSUE: DATE: N/A N/A 03/26/18 DESCRIPTION: FINAL N/A N/A Northampton Ma vertical load capacity. See Boise literature for joist See Boise literature for joist blocking birdsmouth cut in bottom high end of rafter. D 2X 2N 2X 1S 2X PRELIMINARY PLAN, NOT FOR CONSTRUCTION ROOF FRAMING PLAN All product names are trademarks of their respective owners SO BU H ROOF TRUSSES 24” O/C OV IT IT HU HH LS 2 3R This layout has been created using the information from the plan provided, and/or verbal information from the general contractor. r.k Miles assumes no responsibility for this layout if altered during construction or any of the structural members shown are not supplied by r.k. Miles It is the responsibility of the building contractor / owner to install and / or oversee the installation of all the engineered wood components to assure compliance with the manufacturers specifications.If any changes are made to this project after the completion of our layout contact RK Miles immediately DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 35 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Snow Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges. O01 O01 O01 O01 O01 O01 O01 O01 O02 O03 O04 O05 O06 O07 O08 O09 O10 O11 O12 O13 O13 O13 O14 O14 O14 O14 O14 O14 O14 O15 O15 O15 O15 O15 O15 O15 O15 O16 O17 O17 O17 O17 O17 O17 O17 O17 O17 O17 O17 O17 O17 O18 O18 O18 O18 O18 O18 O18