Loading...
200329-Cardell Construction Docs ADDITIONLIST OF DRAWINGS A1.0 A1.1 A3.1 A4.1 A5.1 A7.1 A7.1 A7.3 A8.1 BASEMENT PLANS & DETAILS FIRST FLOOR PLANS & ROOF PLAN ELEVATIONS BUILDING SECTIONS WALL SECTIONS INTERIOR ELEVATIONS INTERIOR DETAILS SCHEDULES AND PHOTOS MECH AND LIGHTING PLANS C&H Architects Cardell Addition 215 Chestnut St Florence, MA 29 March 2020 CONSTRUCTION DOCUMENTS C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Cardell Addition215 ChestnutFlorence, MAA1.0 File: 20-05 Cardell - Shed Roof - Rectangle Window.pln Print Date: 3/29/20Project No. Scale: Drawn By: Checked By: 20-05 GS 29 March 2020 CONSTRUCTION DOCUMENTS BASEMENT PLANS & DETAILS 19'-0"5'-71/2"8'-6"18'-7"11'-7" 4" CONCRETE SLAB WITH SUB-SLAB INSULATION AND VAPOR BARRIER NEW OPENING AT EXISTING WINDOW LOCATION FOR ACCESS TO BASEMENT - HEADER AS REQUIRED 8" CONC. FOUNDATION WALLS -STRIP FOOTINGS WITH DRAINAGE -TYP WATERPROOFING EXTERIOR -2 1/2" THERMAX RIGID INSULATION AT INTERIOR DECK AND PORCH FOOTINGSDECK AND PORCH FOOTINGS PLYWOOD OVER THERMAX AT BULKHEADPLYWOOD OVER THERMAX AT BULKHEAD 1 A4.1 1 A4.1 2 A4.1 2 A4.1 REMOVE DECK FOOTINGS REMOVE WINDOW AND FOUNDATION WALL FOR OPEING TO NEW BASEMENT AREA 26'-5"24'-4"1/2" PLYWOOD FLOOR OVERLAY WITH ZIP-TAPED SEAMS - GAP +/-1/8" BETWEEN PANELS TO ALLOW FOR EXPANSION SEAL PERIMETER GAP WITH FOAM GASKET ATTIC DOOR AIRSEAL STAIRS WITH FOAM/CAULK 2020-03-29 X1 Demo Dwg Notes.docx {Note: When PDF’ing - use custom paper size 5”x36”} GENERAL DEMOLITION NOTES 1. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND EXISTENCE OF BUILDING ELEMENTS AS SHOWN IN THE CONSTRUCTION DRAWINGS AND NOTIFY THE ARCHITECT OF DISCREPANCIES. 2. THE CONTRACTOR SHALL EXERCISE DUE DILIGENCE AND CAUTION WHEN REMOVING DEMOLITION MATERIAL AS TO NOT DISTURB SURROUNDING AREAS OF NEW AND EXISTING CONSTRUCTION. 3. EXISTING CONSTRUCTION TO REMAIN SHALL BE ADEQUATELY SHORED AND BRACED AS REQUIRED UNTIL NEW CONSTRUCTION IS COMPLETE AS REQUIRED TO BRACE THE STRUCTURE. 4. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. THE CONTRACTOR SHALL PREPARE AN AS- BUILT DRAWING OF CAPPED OR ABANDONED UTILITIES. 5. ALL SLAB AREAS TO BE CUT OR DEMOLISHED SHALL BE SCANNED FOR SUB-SLAB UTILITIES PRIOR TO CUTTING. UTILIITIES MAY INCLUDE, BUT ARE NOT LIMITIED TO: WATER, SEWER, ELECTRICAL, GAS, COMMUNICATIONS, FIRE ALARM AND FIRE SUPPRESSION. 6. REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND HVAC DRAWINGS FOR INFORMATION REGARDING THE REMOVAL OF EXISTING MECHANICAL, PLUMBING, ELECTRICAL AND HVAC EQUIPMENT. 7. IT IS NOT THE INTENT OF THESE DEMOLITION DRAWINGS TO SHOW EACH AND EVERY PIECE OF EQUIPMENT, FIXTURE OR MATERIAL TO BE REMOVED, RATHER TO SHOW THE GENERAL EXTENT OF THE WORK. INCLUDE ALL DEMOLITION WORK WHETHER OR NOT SPECIFICALLY INDICATED, INCLUDING CONCEALED CONDITIONS WHICH MAY BE REASONABLY INFERRED FROM THE EXISTING BUILDING CONFIGURATION AND WHICH IS REQUIRED TO COMPLETE NEW CONSTRUCTION. REFER TO ALL CONTRACT DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL DEMOLITION WORK. NEW CONSTRUCTION WORK SHOWN IN ARCHITECTURAL, MECHANICAL, STRUCTURAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION MAY REQUIRE ADDITIONAL DEMOLITION WORK NOT SHOWN ON DEMOLITION DRAWINGS. 8. THE OWNER RESERVES THE RIGHT TO SALVAGE, FOR THEIR OWN USE, ANY AND ALL ITEMS NOTED TO BE “REMOVED” DURING THE COURSE OF CONSTRUCTION. ALL MATERIALS INDICATED TO BE REMOVED AND REUSED SHALL BE REMOVED, STORED AND PROTECTED BY THE CONTRACTOR. 9. DASHED LINES INDICATE THE EXTENT OF WORK TO BE REMOVED UNLESS NOTED OTHERWISE. SOLID LINES INDICATE THE EXTENT OF WORK TO REMAIN UNLESS NOTED OTHERWISE. 10. ALL EMERGENCY SYSTEMS (FIRE DETECTION, EMERGENCY LIGHTS, ETC.) SHALL REMAIN IN WORKING ORDER AT ALL TIMES. 2020-03-29 A0.0 General Notes.docx {Note: When PDF’ing - use custom paper size 5”x36”} GENERAL NOTES 1. ALL WORK SHALL BE IN COMPLIANCE WITH 9TH EDITION MA CODE (2015 IBC/IRC/IEC) WITH MASSACHUSETTS AMENDMENTS AND THE CURRENT MAAB & ADA REGULATIONS FOR ACCESSIBLE DESIGN. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES. 2. DIMENSIONS TO NEW CONSTRUCTION - ARE TO FACE OF CONCRETE & WOOD OR METAL FRAMING UNLESS NOTED OTHERWISE. DIMENSIONS TO EXISTING CONSTRUCTION – ARE TO FACE OF FINISH. 3. DO NOT SCALE DIMENSIONS FROM DRAWINGS. USE CALCULATED DIMENSIONS ONLY. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 4. THE CONTRACTOR SHALL APPLY FOR AND SUPPLY ALL BUILDING AND TRADE PERMITS. 5. THE CONTRACTOR SHALL AT ALL TIMES ADEQUATELY PROTECT THE BUILDING AND SITE FROM DAMAGE DUE TO CONTRACT OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF CONTRACT OPERATIONS AND SHALL REPAIR AND/OR REPLACE DAMAGED AREAS TO THEIR ORIGINAL CONDITIONS. 6. THE CONTRACTOR SHALL KEEP THE BUILDING CLOSED AND SECURE AT ALL TIMES AND PROTECT THE BUILDING AND SITE FROM THEFT AND/OR VANDALISM. 7. IF APPLICABLE, SEE ALTERNATES IN SPECIFICATIONS FOR ADDITIONAL WORK NOT NOTED ON DRAWINGS. 8. CONTRACTOR TO VERIFY ALL BEARING LINES ARE CONTINUOUS AND PROPERLY TRANSFERRED TO FOUNDATION. IMMEDIATELY BRING ANY STRUCTURAL DISCREPENCIES TO THE ATTENTION OF THE ARCHITECT. 9. WINDOW & DOOR WIDTH & HEIGHT DIMENSIONS GIVEN TO WINDOW & DOOR UNIT (NOT ROUGH OPENING). VERIFY EMERGENCY ESCAPE DIMENSIONS IN SLEEPING ROOMS (IF REQUIRED). PH DESIGNATES PLATE HEIGHT, WHICH IS THE ROUGH OPENING FOR FRAMING. 10. INSTALL DRAFTSTOPPING PER CODE AT ALL RATED ASSEMBLIES AND MECHANICAL CHASES. COORDINATE ACOUSTICAL INSULATION IN FLOORS AND WALLS WITH DRAFTSTOPPING REQUIREMENTS. 11. PROVIDE BLOCKING AS REQUIRED FOR, BUT NOT LIMITED TO, THE FOLLOWING: SHELVING, CABINETS, GRAB BARS, BATHROOM ACCESSORIES, HVAC, PLUMBING AND ELECTRICAL EQUIPMENT. 12. ALL EXTERIOR SLABS AND COVERED SURFACES TO BE SLOPED 1/8” PER FOOT MINIMUM AWAY FROM BUILDING. 13. SEE SPECIFICATION AND/OR DRAWINGS FOR DIRECTION ON OWNER FURNISHED AND/OR OWNER INSTALLED MATERIAL. 14. FE – INDICATES FIRE EXTINGUISHER, VERIFY FINAL TYPE WITH THE AUTHORITY HAVING JURISDICTION. 15. WHERE A NEW WALL IS A CONTINUATION OF AN EXISTING WALL, POSITION THE NEW WALL FRAMING OR PAD FRAMING SO THAT THE FINISH SURFACES SHALL BE FLUSH. 16. AT EXISTING FLOORS SCHEDULED TO RECEIVE NEW FLOORING, FILL AND PATCH HOLES, LOW SPOTS AND OTHER DAMAGED AREAS. LEVEL FLOORS AS NEEDED TO PROVIDED A SMOOTH AND LEVEL SURFACE FOR NEW FLOORING. 17. IF YOU KNOW ABOUT VAN HALEN AND THE BROWN M&M’S SAY SO, IF YOU DON’T ASK. REALLY. NSCALE: 1/4" = 1'-0"1 BASEMENT PLAN SCALE: 1/8" = 1'-0"2 BASEMENT DEMOLITION PLANSCALE: 1/8" = 1'-0"3 ATTIC AIR BARRIER PLAN C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Cardell Addition215 ChestnutFlorence, MAA1.1 File: 20-05 Cardell - Shed Roof - Rectangle Window.pln Print Date: 3/29/20Project No. Scale: Drawn By: Checked By: 20-05 GS 29 March 2020 CONSTRUCTION DOCUMENTS FIRST FLOOR PLANS & ROOF PLAN A PH 4'-9"2'-6"2'-2"B PH 2'-6"4'-9"2'-5"BPH 2'-6"4'-9" 2'-5"27'-7" 3'-0" 1 6'-8"2'-10"2 6'-8"5'-8"19'-0"18'-6"19'-9"12'-0"11'-7"12'-1"1 A4.1 1 A4.1 2 A4.1 2 A4.1 SOUTH NORTH EAST 2 3 4 1 A7.1 7 8 5 6 A7.1 9 10 A7.1 EXISTING OPENING - REINSTALL EXISTING AND NEW CASING AFTER REMOVAL OF DOOR STONE PATIO - REUSE EXISTING PAVERS MODIFY RANGE HOOD EXHUAST OUTLET ADJUSTABLE SHELVES IN CLOSET PORTHOLE CAT DOOR BILCO SIZE "C" BULKHEAD DOOR WITH CEDAR "SKIN" - SEE DETAIL 2/A5.1 NEW ROOM 262 sq ft SCREENED PORCH 123 sq ft DECK 86 sq ft C PH 3'-9 1/4"3'-7"1'-8"C PH 3'-9 1/4"3'-7"1'-8"DPH 1'-10 1/4"5'-6" 5'-8" REMOVE DECK, STAIR AND ALL COMPONENTS - SALVAGE RAILING SYSTEM FOR RE-USE IF POSSIBLE REMOVE AND SALVAGE PATIO DOOR FOR REUSE - SALVAGE ALL CASING FOR REINSTALLATION AS CASED OPENING REMOVE SIDING AT NEW INTERIOR WALL LOCATIONS REMOVE PATIO STONE, SALVAGE FOR RE-USE SALVAGE EXTERIOR LIGHT FIXTURE FOR RE-USE REMOVE PLUMBING FIXTURES IN 1/2 BATH - SALVAGE TOILET FOR RE-USE 012'-8" 6'-0"012'-8" 6'-0" STANDING SEAM MEMBRANE ROOF PROVIDE SNOW GUARDS 1:12 PITCH NSCALE: 1/4" = 1'-0"1 FIRST FLOOR PLAN SCALE: 1/8" = 1'-0"2 FIRST FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0"3 SECOND FLOOR PLAN C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Cardell Addition215 ChestnutFlorence, MAA3.1 File: 20-05 Cardell - Shed Roof - Rectangle Window.pln Print Date: 3/29/20Project No. Scale: Drawn By: Checked By: 20-05 GS 29 March 2020 CONSTRUCTION DOCUMENTS ELEVATIONS ±0" FIRST FLOOR PLAN +8'-10" SECOND FLOOR PLAN +17'-6" ROOF PLAN DECK RAIL DESIGN TO MATCH EXISTING SCREEN PORCH SOUTH SIDE TOP AND BOTTOM RAILS ONLY DECK NEW ADDITION TYPICAL EXTERIOR TRIM DETAILS TO MATCH EXISTING HOUSE ±0" FIRST FLOOR PLAN +8'-10" SECOND FLOOR PLAN +17'-6" ROOF PLAN DECK RAIL DESIGN TO MATCH EXISTING TYPICAL EXTERIOR TRIM DETAILS TO MATCH EXISTING HOUSE SCALE: 1/4" = 1'-0"3 SOUTH ELEVATION SCALE: 1/4" = 1'-0"2 NORTH ELEVATION SCALE: 1/4" = 1'-0"1 EAST ELEVATION C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Cardell Addition215 ChestnutFlorence, MAA4.1 File: 20-05 Cardell - Shed Roof - Rectangle Window.pln Print Date: 3/29/20Project No. Scale: Drawn By: Checked By: 20-05 GS 29 March 2020 CONSTRUCTION DOCUMENTS BUILDING SECTIONS-8'-0" BASEMENT PLAN ±0" FIRST FLOOR PLAN +8'-10" SECOND FLOOR PLAN +17'-6" ROOF PLAN NEW FLOOR ASSEMBLY NEW 4" SLAB NEW BULKHEAD STAIRS AND DOOR SKYLIGHT OVER PORCH DECK AND STAIRS BEYOND 1"12" ±0" FIRST FLOOR PLAN +8'-10" SECOND FLOOR PLAN WRAPED AND PAINTED PORCH COLUMNS WRAPED AND PAINTED PORCH BEAM SKYLIGHT DECK RAILINGS TO MATCH EXISTING - PITCH TOP RAIL TO SHED WATER PAINTED BEADBOARD PANEL PORCH CEILING EXISTING HOUSE SIDING TO REMAIN AT PORCH TREX OR SIMILAR DECKING SMOOTH PANEL SKYLIGHT WELLS TOP AND BOTTOM RAILS ON SOUTH SIDE OF SCREEN PORCH - PITCH TOP RAIL TO SHED WATER BOTTOM RAILS ONLY ON EAST SIDE OF SCREEN PORCH "TIGER WIRE" TYPE SCREEN SYSTEM TO PROVIDE FALL PROTECTION FILL OR COVER DECKING GAPS AT SCREEN PORCH TO KEEP BUGS OUT SCALE: 1/2" = 1'-0"1 ADDITION SECTION SCALE: 1/2" = 1'-0"2 PORCH SECTION C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Cardell Addition215 ChestnutFlorence, MAA5.1 File: 20-05 Cardell - Shed Roof - Rectangle Window.pln Print Date: 3/29/20Project No. Scale: Drawn By: Checked By: 20-05 GS 29 March 2020 CONSTRUCTION DOCUMENTS WALL SECTIONS117/8"03/4" 01/2" 11/2" 51/2" 01/2"91/2"03/4"03/4"4"3"4"STANDING SEAM METAL ROOFING WITH UNDERLAYMENT ZIP TAPED ROOF SHEATHING 3.5" CCSF SOLSTICE LOW-GWP BLOWING AGENT - R22 DENSE PACK CELLULOSE 3.6#/CF - R27 2X6 CEILING JOISTS APPLIED OVERHANG - 12" GUTTERS SMOOTH PANEL SOFFIT LAPPED SIDING DENSE PACK CELLULOSE 3.6#/CF - R19 2" R-ZIP SHEATHING - R9.6 VERTICAL STRAPPING 2 1/2" THERMAX INSULATION R15 CCSF SOLSTICE LOW-GWP BLOWING AGENT 3" EPS TYPE 9 SUB SLAB INSULATION - R14 CRUSHED STONE FOUNDATION DRAIN CRUSHED STONE WRAPED WITH FABRIC VAPOR BARRIER FOUNDATION WATERPROOFING WINDOW CAP DETAIL CEDAR 1X MATERIAL TO MATCH PORCH RAILING HORIZONTAL AND VERTICAL FURRING BELOW, ATTACHED TO BULKHEAD DOORS LOCK AND HANDLELOCK AND HANDLE SCALE: 1" = 1'-0"1 WALL SECTION SCALE: 1 1/2"= 1'-0"2 BULKHEAD DOOR SKIN C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Cardell Addition215 ChestnutFlorence, MAA7.1 File: 20-05 Cardell - Shed Roof - Rectangle Window.pln Print Date: 3/29/20Project No. Scale: Drawn By: Checked By: 20-05 GS 29 March 2020 CONSTRUCTION DOCUMENTS INTERIOR ELEVATIONS VANITY LIGHT MED. CABINET INTERIOR TRIM PACKAGE TO MATCH EXISTING 4'-0"1'-0"1'-0"1'-0"2'-6" 8" PAINTED WOOD SHELVES 18" DEEP, 30" WIDE BASE CABINET WITH COUNTERTOP +/-3" FILLERS BOTH SIDES NEW RECEPTACLE 1'-0" 1'-6"EXISTING RADIATOR PAINTED WOOD SHELVES SCALE: 3/8" = 1'-0"6 BATHROOM WEST SCALE: 3/8" = 1'-0"7 BATHROOM NORTH SCALE: 3/8" = 1'-0"8 BATHROOM EAST SCALE: 3/8" = 1'-0"5 BATHROOM SOUTH SCALE: 3/8" = 1'-0"2 MAIN ROOM NORTH SCALE: 3/8" = 1'-0"4 MAIN ROOM SOUTH SCALE: 3/8" = 1'-0"1 MAIN ROOM WEST SCALE: 3/8" = 1'-0"3 NEW ROOM EAST SCALE: 3/8" = 1'-0"9 PANTRY SCALE: 3/8" = 1'-0"10 PANTRY C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Cardell Addition215 ChestnutFlorence, MAA7.1 File: 20-05 Cardell - Shed Roof - Rectangle Window.pln Print Date: 3/29/20Project No. Scale: Drawn By: Checked By: 20-05 GS 29 March 2020 CONSTRUCTION DOCUMENTS INTERIOR DETAILS 2A7.1 4 A7.1 (3) DRAWERS WITH PUSH TO OPEN SLIDES CLEAR PINE DRAWER FRONTS AND SURROUNDING TRIM FIXED WINDOWS STAINED CLEAR PINE TRIM PACKAGE TO MATCH EXISTING 3 A7.1 STAINED GRADE A CLEAR PINE VENEER PLYWOOD PANELS STAINED CLEAR PINE TRIM CASEMENT WINDOW STAINED GRADE A CLEAR PINE VENEER PLYWOOD PANELS WITH PINE BATTENS PLYWOOD PANEL EXTENSION JAMB TRIM BELOW FRAMING AS REQUIREDDRAWERTRIMTRIM SCALE: 1 1/2"= 1'-0"1 WINDOW SEAT FRONT ELEVATION SCALE: 1 1/2"= 1'-0"2 WINDOW SEAT SIDE ELEVATION SCALE: 3" = 1'-0"3 WINDOW SEAT CORNER SECTION SCALE: 3" = 1'-0"4 WINDOW SEAT DRAWER SECTION C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Cardell Addition215 ChestnutFlorence, MAA7.3 File: 20-05 Cardell - Shed Roof - Rectangle Window.pln Print Date: 3/29/20Project No. Scale: Drawn By: Checked By: 20-05 GS 29 March 2020 CONSTRUCTION DOCUMENTS SCHEDULES AND PHOTOS FINISH SCHEDULE ROOM NAME BATHROOM DECK NEW ROOM SCREENED PORCH FLOOR MATERIAL MARMOLEUM SHEET TREX SOLID MAPLE TREX FINISH TBD TBD WATER BASED POLY TBD BASE MATERIAL WOOD - MATCH EXISTING - FINISH PAINT - STAIN/POLY - WALL MATERIAL GWB - GWB - FINISH PAINT - PAINT - CASING MATERIAL WOOD - MATCH EXISTING - FINISH PAINT - STAIN/POLY - CEILING MATERIAL GWB - GWB BEADBOARD PANEL FINISH PAINT - PAINT PAINT NOTES SWANSTONE SHOWER BASE AND WALLS PAINTED POSTS AND RAILING WRAPED AND PAINTED PORCH COLUMNS AND BEAM DOOR SCHEDULE NO. 1 1 2 2 WIDTH 2'-10" 3'-0" 3'-0" 5'-8" HEIGHT 6'-8" 6'-8" 7'-7" 6'-8" FRAME MAT. WOOD WOOD CEDAR WOOD PANEL CONST. 2 PANEL WOOD/GLASS SCREEN 2 PANEL FINISH STAIN PAINT STAIN STAIN NOTES RELOCATED EXISTING PATIO DOOR WOOD SCREEN DOOR WINDOW SCHEDULE MARK A B C D QUANTITY 1 2 2 1 6 MANUFACTURER PELLA PELLA PELLA PELLA SIZE ( WIDTH X HEIGHT) 2'-2"×2'-6" 2'-5"×4'-9" 1'-8"×3'-7" 5'-8"×5'-6" TYPE WOOD CLAD AWNING WOOD CLAD DOUBLE HUNG WOOD CLAD CASEMENT WOOD CLAD FIXED NOTES TO MATCH EXISTING PELLA WINDOWS, STAINED INTERIOR " " " LIGHTING FIXTURE SCHEDULE MARK A B D E F QTY 18 1 4 1 1 25 DESCRIPTION 5" PHILIPS SLIM SURFACE LED VANITY LIGHT BAR 4' LED SHOP LIGHTS LED CLOSET STRIP LIGHT EXISTING EXTERIOR FIXTURE FINISH/TRIM WHITE NOTES DIMABLE, 3000K 2020-03-29 A9.2 Window Dwg Notes.docx {Note: When PDF’ing - use custom paper size 5”x36”} WINDOW INSTALLATION NOTES 1. PROVIDE SAFETY GLAZING AT ALL WINDOWS AS REQUIRED BY INTERNATIONAL BUILDING CODE (IBC) 2406.4 HAZARDOUS LOCATIONS. 2. VERIFY CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO ORDERING WINDOWS AND FRAMING OPENINGS. 3. WINDOW WIDTH & HEIGHT DIMENSIONS INDICATE WINDOW UNIT SIZE (NOT ROUGH OPENING). ROUGH OPENING DIMENSIONS ARE PER MANUFACTURER’S SPECIFICATIONS. 4. VERIFY SILL HEIGHTS AND OPERATION OF WINDOWS WITH SCHEDULES AND TYPES. 5. P.H. (PLATE HEIGHT) INDICATED ON PLANS EQUALS THE TOP OF ROUGH OPENING FRAMING AT SILL. REVIEW ROUGH OPENING AND PLATE HEIGHTS WITH ARCHITECT PRIOR TO FRAMING. 6. FILL VOIDS BETWEEN FRAMES AND ROUGH OPENINGS WITH LOW EXPANSION SPRAY FOAM INSULATION, SEE SPECIFICATIONS FOR MORE INFO. 7. IF APPLICABLE, SEE STRUCTURAL DRAWINGS FOR HEADER SCHEDULE. 8. PROVIDE SHIMS AS REQUIRED. 9. PROVIDE INSECT SCREENS AT ALL OPERABLE WINDOWS. 2020-03-29 A9.1 Door Dwg Notes.docx {Note: When PDF’ing - use custom paper size 5”x36”} DOOR INSTALLATION NOTES 1. PROVIDE SAFETY GLAZING AT ALL DOORS AS REQUIRED BY INTERNATIONAL BUILDING CODE (IBC) 2406.4 HAZARDOUS LOCATIONS. 2. VERIFY CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO ORDERING DOORS AND FRAMING OPENINGS. 3. DOOR WIDTH & HEIGHT DIMENSIONS INDICATE DOOR PANEL SIZE (NOT ROUGH OPENING). ROUGH OPENING DIMENSIONS ARE PER MANUFACTURER’S SPECIFICATIONS. 4. FILL VOIDS BETWEEN FRAMES AND ROUGH OPENINGS WITH LOW EXPANSION SPRAY FOAM INSULATION, SEE SPECIFICATIONS FOR MORE INFO. 5. IF APPLICABLE, SEE STRUCTURAL DRAWINGS FOR HEADER SCHEDULE. 6. PROVIDE STRUCTURAL FILL AS REQUIRED TO PROVIDE SOLID ANCHORING FOR DOOR JAMBS. 7. PROVIDE SHIMS AS REQUIRED. DOOR SPECIFICATION NOTES TYPE X: XXXX DOOR – MANUFACTURER, MODEL #... DOORS AND FRAMES TO BE DELIVERED AS SET-UP UNITS INCLUDING: • DOOR CONSTRUCTION • EXTERIOR FINISH - • INTERIOR FINISH – • GLAZING – • R-VALUE • WEATHER SEALS • SCREEN TYPE & COLOR • THRESHOLD • THREE HINGE MOUNTING • HARDWARE - • HARDWARE FINISH - EXTERIOR DETAILING FOR REFERENCE INTERIOR DETAILING FOR REFERENCE C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Cardell Addition215 ChestnutFlorence, MAA8.1 File: 20-05 Cardell - Shed Roof - Rectangle Window.pln Print Date: 3/29/20Project No. Scale: Drawn By: Checked By: 20-05 GS 29 March 2020 CONSTRUCTION DOCUMENTS MECH AND LIGHTING PLANS F F F AA B A A AA A AA A A E AA A A A A A F RELOCATE EXISTING CEILING FAN +/-12" AWAY FROM FRIDGE NEW RECEPTACLE ABOVE COUNTER REVIEW RECEPTACLE LOCATIONS WITH OWNER PRIOR TO INSTALLATION RE-USE EXISTING EXTERIOR FIXTURE D DD D D D ASHP - WALL MOUNTED ASHP CASSETTE ASHP CASSETTE REMOVE HOSE BIB PROVIDE HOSE BIB BATHROOM FAN RE-ROUTE HOOD EXHAUST SCALE: 1/4" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0"3 BASEMENT REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0"2 FIRST FLOOR MECHANICAL PLAN Sum vertical load capacitiesSHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Cardell Keiter/Cardell West Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/8" = 1'NOTES:SHEET NUMBER: 1 1st walls LAYOUT FINAL N/AN/A ISSUE:DATE: N/A N/A 03/06/20 DESCRIPTION: FINAL N/A N/A Florence Ma. 215 Chestnut vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingrequired for cantilever.BCI joist blocking23/32" min. plywood/OSBinto each flange.Nail with 8d nailsor rimboard closure.®birdsmouth cut in bottomhigh end of rafter.10d nailsat 6" o.c.4'-0" horiz.2x4 one side for 135 PLF max.2x6 one side for 240 PLF max.2'-6" horiz.2x blockBCI® blockingHoles cutfor ventilation.Backer block.Thickness percorrespondingBCI® series. D2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION ROOF FRAMING PLAN ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R2 1 Spruce-Pine-Fir #2 2 x 12 14' 0" R4 1 v v 2' 0" Total length: 16' 0" R8 1 11-7/8" AJS 20 8' 0" Total length: 8' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 8 Spruce-Pine-Fir #2 2 x 12 14' 0" R3 1 v v 12' 0" Total length: 124' 0" R5 5 11-7/8" AJS 20 22' 0" R6 8 v v 20' 0" R7 1 v v 12' 0" Total length: 282' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B3 2 Spruce-Pine-Fir #2 2 x 10 14' 0" B4 3 v v 14' 0" Total length: 70' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 Spruce-Pine-Fir #2 2 x 10 7' 0" B2 2 v v 7' 0" B5 2 v v 6' 0" Total length: 40' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 2 Column by others 8' 1-1/8" Total length: 16' 2-1/4" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 12 12' 0" Total length: 12' 0" XXX (R/L) 11-7/8" AJS 20 18' 0" XXX (R/L) v v 22' 0" Total length: 40' 0"All product names are trademarks of their respective owners SO BU HROOVITITHUHHLS 23RThis layout has been created using the information from the plan provided, and/or verbal informationfrom the general contractor. r.k Miles assumes no responsibility for this layout ifaltered during construction or any of the structural members shown are not supplied by r.k. MilesIt is the responsibility of the building contractor / owner to install and / or oversee the installationof all the engineered wood components to assure compliance with the manufacturers specifications.If anychanges 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. ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 9 LSSU28 10 10d 5 10dx1.5"H2 9 LSSUH310 WS 18 16d 12 10dx1.5"---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- W -- Web Stiffeners required S -- Not in Inventory -- Special Order766lbs2222lbsR2R4R8R1R3R5R6 R6R7B12 plyB22 plyB52 plyB32 plyB43 plyH1H2 Sum vertical load capacitiesSHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Cardell Keiter/Cardell West Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/8" = 1'NOTES:SHEET NUMBER: 1 foundation LAYOUT FINAL N/AN/A ISSUE:DATE: N/A N/A 03/06/20 DESCRIPTION: FINAL N/A N/A Florence Ma. 215 Chestnut vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter.2x4 one side for 135 PLF max.2x6 one side for 240 PLF max. D2X2N2X1ST FLOOR FRAMING PLAN2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 2 Spruce-Pine-Fir #2 2 x 10 16' 0" J1 5 v v 14' 0" J2 21 v v 10' 0" R2 1 v v 10' 0" R3 3 v v 7' 0" R4 1 v v 6' 0" R5 7 v v 3' 0" Total length: 370' 0" J3 8 SYP (PT MCA) #1 2 x 10 12' 0" R6 1 v v 12' 0" Total length: 108' 0" J4 8 SYP (PT MCA) #1 2 x 8 8' 0" R7 2 v v 8' 0" Total length: 80' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 SYP (PT MCA) #1 2 x 8 8' 0" B2 2 v v 8' 0" B4 2 v v 12' 0" Total length: 56' 0" B5 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 20' 0" Total length: 40' 0" B6 2 SYP (PT MCA) #1 2 x 8 14' 0" Total length: 28' 0" G3 3 SYP (PT MCA) #1 2 x 10 14' 0" Total length: 42' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 6 Column by others 8' 1-1/8" Total length: 48' 6-3/4" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 10 18' 0" Total length: 18' 0" XXX (R/L) SYP (PT MCA) #1 2 x 10 10' 0" Total length: 10' 0" XXX (R/L) SYP (PT MCA) #1 2 x 8 12' 0" Total length: 12' 0"All product names are trademarks of their respective owners SO BU HROOVITITHUHHLS 23RThis layout has been created using the information from the plan provided, and/or verbal informationfrom the general contractor. r.k Miles assumes no responsibility for this layout ifaltered during construction or any of the structural members shown are not supplied by r.k. MilesIt is the responsibility of the building contractor / owner to install and / or oversee the installationof all the engineered wood components to assure compliance with the manufacturers specifications.If anychanges are made to this project after the completion of our layout contact RK Miles immediately 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. ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 17 LUS28 6 10d 3 10d C17128X.pdfH2 8 LUS26 4 10d 3 10d C17128X.pdf----------------------------------------------------------------------------------------------------------------------------------------------------------------------------562lbs562lbs1511lbs5984lbs2522lbs3479lbsR1R1R2R3R3R3R4R5R5R5R5R5R5R5R6R7R7J116" ocJ216" ocJ2 16" oc J216" ocJ316" ocJ416" ocB12 plyB22 plyB42 plyB52 plyB62 plyG33 plyH1H1H2