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HomeMy WebLinkAboutFile Documents.210 S West End St.0111.2019 (23).ARBK0111-2019-ARBK_210 S WestEnd_BuildingComment1 Subject: PlanCheck Page Label: A-002 RREMP PLAN Author: justinh File Name: 210 S West End_Architectural.pdf Color: Please title this detail appropriately as this is snowmelt on grade rather than a cantilevered floor. 210 S West End_Architectural.pdf (21) Subject: PlanCheck Page Label: A-101 PROPOSED LOWER LEVEL Author: justinh File Name: 210 S West End_Architectural.pdf Color: Please show the electrical panel location within each unit. Subject: PlanCheck Page Label: A-102 PROPOSED MAIN LEVEL Author: justinh File Name: 210 S West End_Architectural.pdf Color: IBC 1015.3 only allows 36" tall guards within individual dwelling units. All new or replacement guards on exterior decks need to be 42" tall. Please revise on all applicable floor plans and exterior elevations. Subject: PlanCheck Page Label: A-102 PROPOSED MAIN LEVEL Author: justinh File Name: 210 S West End_Architectural.pdf Color: All wall infills on dwelling separation walls are required to be 1 hour listed assemblies with an STC of 50 or greater. Please clearly identify these infills as such on the floor plan and reference the applicable detail so that there is no confusion in the field as to what is required to be fire rated construction. Subject: PlanCheck Page Label: A-102D DEMO PLANS - MAIN Author: justinh File Name: 210 S West End_Architectural.pdf Color: Remove these notes stating no work in units 1 and 2, you are proposing work (removal of doors and wall infills) and the existing condition and scope of demo should be clearly shown. C B A 3 2 2 1 1 D E GARAGE PROPERTY LINE ALLEY NEW SNOWMELTAT DRIVEWAY84 SF EXISTING WALKS518 SF EXISTING ENTRY208 SF NEW STEPS EXISTING SNOWMELT: EXISTING WALKS 518 SFEXISTING ENTRY 208 SFTOTAL EXISTING 726 SF NEW SNOWMELT: DRIVEWAY 84 SFNEW STEPS 25 SFTOTAL NEW 109 SF 2 1 E R-10 FOAM INSUL CONCRETE SLAB WITH RADIANT HEAT PIPE GRAVEL BASE SCALE 1 1/2" = 1'-0"3 CANTILEVER FLOOR Please title this detail appropriately as this is snowmelt on grade rather than a cantilevered floor. OVIDE NEW BATH FIXTURES AND CABINETS. STALL NEW DOORS AND HARDWARE. STALL NEW CARPET AND TILE Please show the electrical panel location within each unit. CBA 3 2 1 A-202 1 A-201 2 D BATH 2120 CLO 2 122 RECONFIGUREDBDRM 2118 BDRM 3 110 BATH 3111CLO 3 114 NEW HALL117 HALL 116 1 A-301 110B 112A 111A 110A 118A 118B 120A122A 1A-3022A-301 SHWR 2121 TOILET 3112SHWR 3113 EXISTING UNIT 1 (NO WORK) DN UP EXISTINGWALK EXISTINGEASTTERRACE F2 UNIT 2 LIVING UNIT 2 KITCHEN UNIT 2 BDRM APT ENTRY130 NEW ELEV100 EXISTING UNIT 2 (NO WORK) UNIT 3 RELOCATE EXISTELECTRICAL PANEL30" W X 36" DEEP CLEARSPACE D3 D4 D5 D6 D7 D8 D2 100B 6'-1 0 " 5 1 / 2 " 12 ' - 3 " 3 1/2"5'-6" 2 A-302 RECONFIGUREDBACK STAIR101 D1 130A131A DN EXISTING SITE STEPS TO REMAIN UNIT 2 BATH 136A UNIT 2 DECK133 REFINISH DECK NEW 36" HT RAILINGON EXISTING DECK NEW STEEL COLUMNS D10 D13 D15 D12 133A 113A 3'- 6 " 136B UNIT 1- NEWDECK140 REMOVE DOORAND INFILL WALL NEW APARTMENT ENTRY DOORTO REPLACE EXISTINGINTERIOR DOOR RESTORE OPENING NEW APARTMENTENTRY DOOR NEW ENTRY DOOR REMOVE DOORAND INFILL WALL 114A EQ EQ EQ EQ 3'-5"3'-5" EXIST CRAWLSPACEACCESS (18" X 24") NEW CRAWLSPACE EXISTING SEPARATIONWALL EXISTING SEPARATION WALL TO REMAIN. APPROX(16 SF GWB DISTURBED) A-106 2 D9D11 120B F1 A-201 3 GG3 137A UNIT 1 BDRM RESTORE BDRMWALL AND DOOR EMERGENCY EGRESSWDW SILL @ 42" AFF (VIF)EMERGENCY EGRESSWDW SILL @ 42" AFF (VIF) FLOO NEW ROOF ABOVE NEW ROOF ABOVE A 4'-9 1 / 2 " 1'- 1 1 " 8'- 4 3 / 4 " IBC 1015.3 only allows 36" tall guards within individual dwelling units. All new or replacement guards on exterior decks need to be 42" tall. Please revise on all applicable floor plans and exterior elevations. 4 3 2 1 A-2022 1 5 6 E BATH 2 120 CLO 2122 RECONFIGUREDBDRM 2118 BDRM 3110 BATH 3111CLO 3114 NEW MUDRM103 RECONFIGUREDLAUNDRY108 RECONFIGUREDM BATH 105 M BDRM104 NEW HALL117 M TOILET 106 M SHWR107 HALL116110B 112A 111A 110A 118A 105A 105B 118B 120A122A B3 DN G2 G3 A-302A-301 SHWR 2121 TOILET 3112SHWR 3113 EXISTING UNIT 1 (NO WORK) DN UP EXISTINGENTRYPORCH EXISTINGWALK EXISTINGEASTTERRACE F2 REPLACE EXISTING HYDRONIC BASEBOARD WITH NEW WARMBOARD FLOOR (TYP)RE: MECH M CLO109B G1 103B UNIT 2 LIVING NIT 2 KITCHEN UNIT 2 BDRM APT ENTRY 130 ENTRY102 NEW ELEV 100 EXISTING UNIT 2 (NO WORK) UNIT 3 NEW STEEL BEAM TO ALLOW CLEARSPAN AT ENTRY RELOCATE EXISTELECTRICAL PANEL30" W X 36" DEEP CLEARSPACE 102A C2 C1 UP D3 D6 D7 D8 D2 9'- 0 1 / 2 " 100B 6'- 1 0 " 5 1 / 2 " 12 ' - 3 " 3 1/2"5'-6" A-302 RECONFIGUREDBACK STAIR 101 D1 130A131A DN EXISTING SITE STEPS TO REMAIN EXISTING SITE STEPS TO REMAIN UNIT 2 BATH 136A D10 D13 D15 D12 EQ 113A 3'-6 " 136B UNIT 1- NEWDECK 140 A-4011 NEW STEPS - EXTENDOVER EXIST PLANTER REMOVE DOORAND INFILL WALL NEW APARTMENT ENTRY DOORTO REPLACE EXISTINGINTERIOR DOOR RESTORE OPENING NEW APARTMENTENTRY DOOR NEW ENTRY DOOR REMOVE DOORAND INFILL WALL 114A NEW STONE TILEOVER EXISTINGENTRY PORCH 4'-6 "EL. 100'-0"T.O.F.F. EL. 99'-11"T.O.F.F. 5'-3 1/2" 104A 5'-3" M DRESSING 109A6'-2" 7'-1 0 " 5'-3 " EQ EQ EQ EQ EQ EQ 3'-5"3'-5" ALIGN NEWWALL WITHEXIST WALL EXIST HOSE BIB EXIST CRAWLSPACEACCESS (18" X 24") NEW CRAWLSPACEACCESS (18" X 24") EXISTING SEPARATIONWALL EXISTING SEPARATION WALL TO REMAIN. APPROX(16 SF GWB DISTURBED) D9D11 D14 108A 105D 105E 120B F1 E1 A-201 3 GG3 EXISTING WINDOWSTO REMAIN EQ EQ EXISTING PLANTER HEATED TOWEL BAR 137A UNIT 1 BDRM RESTORE BDRMWALL AND DOOR EMERGENCY EGRESSWDW SILL @ 42" AFF (VIF)EMERGENCY EGRESSWDW SILL @ 42" AFF (VIF) DECK ABOVE FLOOR ABOVENEW ROOF ABOVE A-4022 4'- 9 1 / 2 " 1'-1 1 " 8'-4 3 / 4 " 2'- 2 " WALLS - EXISTING WALLS - TO BE REMOVED WALLS - NEW CONSTRUCTION WALL LEGEND 1. ALL NEW EXTERIOR WALLS TO BE 2x6 WOOD STUDS, TYPICAL U.N.O. INSULATE AS SHOWN ON DETAILS. 2. ALL INTERIOR WALLS TO BE 2x4 OR 2X6 WOOD STUDS, PLUMBING WALLS TO BE 2X6 TYPICAL U.N.O. INSULATE ALL INTERIOR WALLS WITH 3 1/2" SOUND BATT.SEE DETAILS FOR FIRE SEPARATION. 3. INSULATE ALL FLOORS ABOVE LIVING SPACE WITH 3 1/2" SOUND BATT. SEE DETAILS FOR FIRE SEPARATION. 4. DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION, FACE OF STUD WALL, AND CENTERLINE OR FACE OF COLUMN U.N.O. 5. DIMENSIONS ARE TO CENTERLINE OF DOOR OR WINDOW U.N.O. IF NO DIMENSION IS GIVEN, CENTERDOOR OR WINDOW IN WALL. PLAN NOTES ISSU GA SCOPE OF WORK AT MAIN HOUSE (MAIN LEVEL): 1. NEW MUDROOM OFF EXISTING ENTRY.2. RECONFIGURE EXISTING BATHROOMS INCLUDING NEW PLUMBING FIXTURES AND FITTINGS, CABINETS, COUNTERTOP AND TILE.3. RECONFIGURE BEDROOM 4 TO CREAT NEW HALL.4. NEW FLOORING INCLUDING WOOD AND TILE FLOORING.5. NEW 8' TALL INTERIOR DOORS AND HARDWARE. 6. NEW LIGHTING THROUGHOUT, SEE LIGHTING PLAN.7. NEW HEAT AND COOLING, RE: MECH.8. SKIM COAT EXIST WALLS (FLAT TEXTURE) ANDRE-PAINT ENTIRE LEVEL.9. NEW WINDOWS AND EXTERIOR DOORS. ScheRDS Perm All wall infills on dwelling separation walls are required to be 1 hour listed assemblieswith an STC of 50 or greater. Please clearlyidentify these infills as such on the floor planand reference the applicable detail so that there is no confusion in the field as to what is required to be fire rated construction. A-202D 1 CB 3 2 1 D E DN UP UNIT 1 NO WORK UNIT 1UNIT 2 O WORK DEMO TERRAC66 SF REMOVE ROOFOVER GARAGE EXIST BDRM 2 EXIST BATH 3 EXIST CLO 3 5 1 / 2 " Remove these notes stating no work in units 1 and 2, you are proposing work (removal of doors and wall infills) and the existing condition and scope of demo should be clearly shown. Revised Exterior guards have been revised to 42" tall Panels are now shown on plans Note has been added at infill walls and detail referenced Notes have been revised to read "minimal" work and I have copied the notes from proposed plans in regards to the work to be performed in these areas. These drawings are hatched to show areas that are considered "demolition" for the engineering department as well as for the builder and it is very important to make a distinction. I have met with and worked though the calculations with Hailey in engineering in order to keep demoltion under 50% of interior space. Subject: PlanCheck Page Label: A-104 PROPOSED ROOF PLAN Author: justinh File Name: 210 S West End_Architectural.pdf Color: Where your new eave overhang is closer than 5' to the property line the under side must be 1 hour construction per IBC 705.2.3. Dimension the fire separation distance of the most restrictive points along this side of the building, provide a detail for a 1 hour rated eave, and reference it where applicable. Subject: PlanCheck Page Label: A-105 FIRE PLAN Author: justinh File Name: 210 S West End_Architectural.pdf Color: Having a fire separation distance of 10' or less would be your trigger for a 1 hour wall, please revise all applicable notes to be "less than 10' fire separation distance" rather than 30' from property line. Subject: PlanCheck Page Label: A-105 FIRE PLAN Author: justinh File Name: 210 S West End_Architectural.pdf Color: Per A-107D it appears that there is a fair amount of ceiling work proposed for this area you show as existing to remain, I question whether the existing ceiling finish will be staying in place during this alteration. Per City policy the building official and fire marshal will have the final say as to what areas receive fire sprinklers during this alteration. You can most likely expect to be required to install sprinklers anywhere ceiling finishes are disturbed considering that you are over 5,000 SF of fire area, have 4 units, and are already bringing water supply to this level to sprinkler the additions. Please add a note to this sheet stating an inspection will be required with fire marshal and building official once demo is complete to determine the extents of the fire sprinkler installation Subject: PlanCheck Page Label: A-106 FIRE PLAN ELEVATIONS Author: justinh File Name: 210 S West End_Architectural.pdf Color: I measure this wall as being 8'1" at it's closest distance to the property line, which would only allow for 10% openings. Please revise to comply. 4 3 A-2022 E NEW FLAT ROOF A-201 3 WALL LINE BELOW 9" / 1 2 " 9" / 1 2 " RECONFIGURE EXISTING CHIMNEY A-502 6 Where your new eave overhang is closer than 5' to the property line the under side must be 1 hour construction per IBC 705.2.3. Dimension the fire separation distance of the most restrictive points along this side of the building, provide a detail for a 1 hour rated eave, and reference it where applicable. DISTANCE FROM PROPERTY LINE TO NEW WALL 10 9/16"DISTANCE FROM PROPERTY LINE TO EXISTING WALL EXIST RETAINING WALL THAN 30' FROM PROPERTY LINE) 1-HR WALL (LESS THAN 30' FROM PROPERTY LINE)Having a fire separation distance of 10' or less would be your trigger for a 1 hour wall, please revise all applicable notes to be "less than 10' fire separation distance" rather than 30' from property line. A 3 2 1 EL. 91'-7"T.O.F.F. 5'-0 " 47'-0 " 12'-0" A A 4 3 2 1 5 6 EL. 99'-11" UNIT 2EXISTING TO REMAIN A UNIT 3OCCUPANT LOAD:11 MAIN12 UPPER23 TOTAL DISTANCE TO EXIT;78'-4" AND 82'-3" NOTE: THE UNIT DOES NOTSHARE AN EXIT WITH ANOTHER TENANT. C C B B A A 4 4 3 3 2 1 1 5 5 6 6 D D E E JJ5 HH1 HH2 -FF3-FF2 FF1 A-1061 A-106 2 UNIT 3EXISTINGTO REMAINAS IS UNIT 3WORK AREA:PROVIDE NEWFIRE SPRINKLERSYSTEM GG1 BB13 GARAGE 4'-10 9/16" 5'-4" STEND STREET DISTANCE FROM PROPERTY LINEPROPERTYLINE PROPERTY LINE CENTERLINE OF ALLEY NEW ADDITION DISTANCE FROMPROPERTY LINE TO NEW WALL 6'-5 1/16" 5'-6 9/16" DISTANCE FROMPROPERTY LINE TO NEW STONE VENEER 1-HR WALL (LESS THAN 30' FROM PROPERTY LINE) 16'-0 11/16" 25'-0 1/16" 40'-9" NEW ADDITION NOTES: 1. PROVIDE NEW FIRE SPRINKLERSYSTEM NFPA 13R IN WORK AREAS2. PROVIDE NEW FIRE ALARM INWORK AREAS SCALE 1/8" = 1'-0"3 PROPOSED UPPER LVL PLAN Per A-107D it appears that there is a fair amount of ceiling work proposed for thisarea you show as existing to remain, Iquestion whether the existing ceiling finish will be staying in place during this alteration. Per City policy the buildingofficial and fire marshal will have the final say as to what areas receive fire sprinklers during this alteration. You can most likely expect to be required toinstall sprinklers anywhere ceiling finishes are disturbed considering that you are over 5,000 SF of fire area, have4 units, and are already bringing watersupply to this level to sprinkler the additions. Please add a note to this sheet stating an inspection will berequired with fire marshal and building official once demo is complete to determine the extents of the fire sprinkler installation 456 WALL = 10' FROM PROPERTY LINE (NONSPRINKLERED = 15% ALLOWABLE OPENINGS) I measure this wall as being 8'1" at it's closest distance to the property line, which would only allow for 10% openings. Please revise to comply. Revised This roof is now 1 hour construction detail 6/A-502 has been revised New roof in NE corner is also 1-hour construction. See detail 2/A-502 You are correct and this dimension has been revised Note has been added Subject: PlanCheck Page Label: A-106 FIRE PLAN ELEVATIONS Author: justinh File Name: 210 S West End_Architectural.pdf Color: You did not provide a calculation for this facade on the main level. Subject: PlanCheck Page Label: A-106 FIRE PLAN ELEVATIONS Author: justinh File Name: 210 S West End_Architectural.pdf Color: The previous sheet shows this wall as being 5'3" from the property line, which would allow for 10% allowed opening. Please revise your note or explain where your 4' measurement is coming from. Subject: PlanCheck Page Label: A-106 FIRE PLAN ELEVATIONS Author: justinh File Name: 210 S West End_Architectural.pdf Color: If your measurement of 4' is correct for this wall, then you cannot replace windows without replacing them with transparent wall assemblies as openings are not permitted at this distance (making the windows smaller does not comply). Double check your fire separation distance on this facade and revise as needed. Subject: PlanCheck Page Label: A-301 BUILDING SECTIONS Author: justinh File Name: 210 S West End_Architectural.pdf Color: Per GA file FC 5120 the resilient channel is required, not optional. Please revise this note in all locations. Subject: PlanCheck Page Label: A-401 STAIR DETAILS Author: justinh File Name: 210 S West End_Architectural.pdf Color: This opening must be less than 4" to restrict the passage of a 4" sphere. Please revise. F2G2118BG1 F1 HH1 HH2 SF SF M PROPERTY KLERED = E OPENINGS) WALL = 20' FROM PROPERTY LINE (NONSPRINKLERED = 45% ALLOWABLE OPENINGS) EXISTING WINDOWS TO REMAIN = 134 SF = 17 SF OPGS WALL = 141 SF OPGS = 18 SF 12.7 % OPGS WALL = 164 SF OPGS = 22 SF 13.4 % OPGS WALL = 127 SF OPGS = 57 SF 44.9 % OPGS WALL = 126 SF OPGS = 31 SF 24.6 % OPGS WALL = 155 SF OPGS = 15 SF 9.6 % OPGS REPLACEMENT WINDOWS SMALLER THAN EXISTING GG1 E1 SCALE 1/8" = 1'-0"1 FIRE PLAN - EAST ELEV You did not provide a calculation for this facade on the main level. 3 2 1 5' FROM PROPERTY NSPRINKLERED = WABLE OPENINGS) WALL = 4' FROM PROPERTY LINE (NONSPRINKLERED = NOT ALLOWED) The previous sheet shows this wall as being 5'3" from the property line, which would allow for 10% allowed opening. Please revise your note or explain where your 4' measurement is coming from. T.O.F.F. (UPPER)110'-1" T. PL (UPPER) 118'-6" T.O. F.F. (MAIN)100'-0" 3 2 1 F1 WALL = 15' FROM PROPERTY LINE (NONSPRINKLERED = 25% ALLOWABLE OPENINGS) WALL = 4' FROM PROPERTY LINE (NONSPRINKLERED = NOT ALLOWED) WALL = 25' FROM PROPERTY LINE (NONSPRINKLERED = 70% ALLOWABLE OPENINGS) SF SF S WALL = 155 SF OPGS = 15 SF 9.6 % OPGS REPLACEMENT WINDOWS SMALLER THAN EXISTING GG1 E1 D12 WALL = 36 SF OPGS = 6 SF 16.6 % OPGS ISSUE FOR TH I S D R A DATE DRAWING DATE PROJECT SA C K R 21 0 S W FIRE PLAN ELEVATIONS 05/09/2019 SACK RENOVATION Permit 05.09.2019 If your measurement of 4' is correct for this wall, then you cannot replace windows without replacing them with transparent wall assemblies as openings are not permitted at this distance (making the windows smaller does not comply). Double check your fire separation distance on this facade and revise as needed. T.O.F.F. (UPPER)110'-1" T.O. F.F. (MAIN) 100'-0" NEW CEILING AT EXISTING R.O. UNIT 1-HR FIRE RATED (STC 52): - 6" CERTAINTEED ACOUSTICAL BATTS - 5/8" NOISE REDUCING TYPE X GWB (ON 1/2" RESILIENT CHANNEL OPTIONAL) EXIS NOR A-501 6 R EXISTING DEMISING WALLS Per GA file FC 5120 the resilient channel is required, not optional. Please revise this note in all locations. 7 1 / 8 " 3 1 / 8 " 4"3' - 0 " 11 3/4" 3/4" This opening must be less than 4" to restrict the passage of a 4" sphere. Please revise. It is 5'-3" to the new wall This wall is existing and is approx 4'-9" (4' was rounded down) from property line. Detail has been revised. Calculation has been revised to show levels. The note has been revised. Measurement is 4'-9" so we will specify windows to be protected (15%). Per 705.8.2 and 716.6: 3/4 hour fire window assembly. Please confirm. Subject: PlanCheck Page Label: A-501 DETAILS Author: justinh File Name: 210 S West End_Architectural.pdf Color: R21 spray foam insulation does not meet the prescriptive requirements of the 2015 IECC table R402.1.2 for a wood framed wall. Please revise to comply as either 20+5ci or 13+10ci or provide a UA calculation for your assembly to show that it complies with IECC R402.1.4. Subject: PlanCheck Page Label: A-501 DETAILS Author: justinh File Name: 210 S West End_Architectural.pdf Color: This 1 hour wall does not have a compliant STC rating, revise with a 1 hour fire rated assembly that gets achieves a STC rating of at least 50. Subject: PlanCheck Page Label: A-501 DETAILS Author: justinh File Name: 210 S West End_Architectural.pdf Color: This listed assembly was tested with carpet and pad to get the compliant STC rating it shows. Please add the California sound testing info I've attached to your listing information to show that your assembly will achieve a compliant STC by using 5/8" type x rather than 1/2" and a minimum of 1" of insulation. Subject: PlanCheck Page Label: A-501 DETAILS Author: justinh File Name: 210 S West End_Architectural.pdf Color: Provide a detail for the new cantilevered floors to show compliance with 2015 IECC table R402.1.2. Subject: PlanCheck Page Label: A-501 DETAILS Author: justinh File Name: 210 S West End_Architectural.pdf Color: Dimension the height of the guard and demonstrate that it will provide compliant opening limitation per IBC 1015.4 by either showing the opening limitations or note the requirements. REINF CONC FOUNDATIONWALL AND FOOTERRE: STRUCT TYPICAL FOUNDATION:- R-15 MIN RIGID INSUL W/ DRAIN MAT OR PROTECTION BD- DAMPPROOFING- REINF CONC FOUNDATION RE: STRUCT T.O.F.F.SEE PLANS SLOPE TYPICAL FOUNDATION:- R-15 MIN RIGID INSUL W/ DRAIN MAT OR PROT. BD- DAMPPROOFING- REINF CONC FOUNDATION RE: STRUCT 1-HR EXTERIOR WALL(WP 8105):- AIR & MOISTURE INFILTRATION BARRIER- 5/8" TYPE X GYP SHEATHING- 2X6 WOOD STUD WALL W/ R-21 MIN FOAM INSUL(ALIGN WALL WITH EXISTING) 5/8" TYPE X GWB CAULK/SEAL GWB TO PLATE (TYP) SILL PLATE INSTALLEDOVER SILL GASKET (TYP) REINF CONCRETE SLABON V.B. OVER GRAVEL, RE: STRUCT METAL FLASHING SIDING, RE: ELEVS FOR TYPE 6" T.O.F.F.SEE PLANS EXISTING CONCRETE WALL METAL FLASHING SLOPE 3" EXISTING PLYWOOD EXISTING FRAMED WALLWITH EXISTING R-19 BATTINSULATION EXISTING PLYWOOD SHEATHING ON EXISTING FLOOR JOISTS TO REMAIN NO WORKTHIS UNIT EXISTING FUR WALL W/R-13 BATT INSULATION EXISTING GWB TO REMAIN NEW STONE VENEER ONDRAIN MAT OVER R-10RIGID INSULATION 1/4" 1 1 / 2 " NEW R-6 MIN INSULATED SHEATHING WITH WEATHER RESISTANT BARRIER ONEACH FACE. FOLLOW MANUFACTURER'S INSTRUCTIONS FORINSTALLATION NEW WOOD SIDING FIREBLOCKING ISSUE FOR TH I S D R A W I N G I S T H E P R O P E R T Y O F G A L A M B O S A R C H I T E C T S I N C . A L L W R I T T E N A N D D R A W N I N F O R M A T I O N A P P E A R I N G H E R E I N S H A L L N O T B E D U P L I C A T E D , D I S C L O S E D O R O T H E R W I S E U S E D W I T H O U T T H E W R I T T E N C O N C E N T O F G A L A M B O G A L A M B O S ARCHITECTS, INC. 314 D AABCASPEN, CO 81611(970) 429-1286 DATE SA C K R E N O V A T I O N 21 0 S W E S T E N D S T R E E T SCALE 1 1/2" = 1'-0"5 NEW WALL AT GARAGE (1-HR) SCALE 1 1/2" = 1'-0"6 EXIST WALL/CEILING AT R.O. UNIT Permit 05.09.2019 R21 spray foam insulation does not meet the prescriptive requirements of the 2015 IECC table R402.1.2 for a wood framed wall. Please revise to comply as either 20+5ci or 13+10ci or provide a UA calculation for your assembly to show that it complies with IECC R402.1.4. SLOPE 2X WOOD TRIM 1" 1'- 1 3 / 1 6 " 1 / 2 " 9 1 / 4 " 1-HR INTERIOR PARTITION UL U305:- 5/8" TYPE X GWB BOTH SIDES- 2X4 WOOD STUDS AT 16" O.C. T.O.F.F.SEE PLANS NO WORKTHIS UNIT 1-HR RATED/ 50MODIFICATIONS - 5/8" TYPE X GWANGLES TO RECHANNELS- 3 1/2" BATT INS SCALE 1 1/2" = 1'-0"11 DECK/RAIL DETAIL SCALE 1 1/2" = 1'-0"8 NEW 1-HR WALL SCALE 1 1/2" = 1'-0"7 NEW CAN LIGHTS IN R.O. CEILIN This 1 hour wall does not have a compliant STC rating, revise with a 1 hour fire rated assembly that gets achieves a STC rating of at least 50. SIDING CARRY ICE & WALL SHIELD UP & OVER WALL METAL CAP FLASHING SLOPE WP FLAT ROOF METAL DRIP/ GRAVEL STOP GUTTER W/ HEAT TAPE 1/2" X 2" STEEL BAR 2X WOOD TRIM 1" SLOPE 3" EXISTING PLYWOOD SHEATHING ON EXISTING FLOOR JOISTS TO REMAIN NO WORKTHIS UNIT 1/4 IOR PARTITION UL U305: X GWB BOTH SIDESD STUDS AT 16" O.C. T.O.F.F.SEE PLANS NEW RECESSED CAN LIGHT. EXISTING PLYWOOD SHEATHING ON EXISTING FLOOR JOISTS TO REMAIN NO WORKTHIS UNIT 1-HR RATED/ 50 STC GA FILE NO. FC 5120MODIFICATIONS TO EXISTING CEILING: - 5/8" TYPE X GWB INSTALLED AT RIGHTANGLES TO RESILIENT FURRING CHANNELS- 3 1/2" BATT INSULATION NEW 1-HR RATED RECESSED CAN LIGHT COVER (TENMAT OR SIM). SCALE 1 1/2" = 1'-0"11 DECK/RAIL DETAIL This listed assembly was tested with carpet and pad to get the compliant STC rating it shows. Please add the California sound testing info I've attached to your listing information to show that your assembly will achieve a compliant STC by using 5/8" type x rather than 1/2" and a minimum of 1" of insulation. Provide a detail for the new cantilevered floors to show compliance with 2015 IECC table R402.1.2. 1/2" X 2" STEEL CAP 1" X 2" TS SUPPORT BEYOND, DOWN INTO WALL 1/2" X 1-1/4" STEEL BAR SIDING CARRY ICE & WALL SHIELD UP & OVER WALL METAL CAP FLASHING SLOPE WP FLAT ROOFMETAL DRIP/ GRAVEL STOP GUTTER W/ HEAT TAPE 1/2" X 2" STEEL BAR 2X WOOD TRIM 1" SCALE 1 1/2" = 1'-0"11 DECK/RAIL DETAIL Dimension the height of the guard and demonstrate that it will provide compliant opening limitation per IBC 1015.4 by either showing the opening limitations or note the requirements. Detail has been revised to show compliance Listing information and detail have been revised Listed assembly has been changed and detail revised. Detail has been revised. New detail added. see 3/A502 Subject: PlanCheck Page Label: A-601 DOOR, WINDOW & OPENING SCHEDULES Author: justinh File Name: 210 S West End_Architectural.pdf Color: The .28 U value requirement applies to all fenestration, not just glazing. Please revise this note to include all new exterior doors and windows. Subject: PlanCheck Page Label: A-601 DOOR, WINDOW & OPENING SCHEDULES Author: justinh File Name: 210 S West End_Architectural.pdf Color: Door 003B separates a dwelling unit from a private garage and is required to be either a solid wood door, solid or honeycomb core steel door not less than 1 3/8" thick or be a 20 minute fire rated door per IBC 406.3.4.1. All options require the door to be self-closing and self latching. Please note this as a requirement on the schedule. 6. WINDOWS TO BE PELLA CONTEMPORARY OR SIM ARCADIA STEEL AS NOTED. 7. CLADDING COLOR TO BE DETERMINED.PROVIDE SAMPLE FOR APPROVAL PRIOR TO ORDERING. 8. PROVIDE NESTING CRANKS (TYP). 9. PROVIDE SAFETY GLAZING IN ALL DOOR LITES.10. PROVIDE SAFETY GLAZING IN WINDOWS PER CODE. 11. GLAZING TO HAVE MAX U-VALUE OF .28 PER COA ORDINANCE 12. PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO ORDERING. 13. PATIO DOORS TO BE PROVIDED BY WINDOW MANUFACURER. CLADDING TO MATCH WDWS. VERIFY DIMENSIONS IN FIELD VERIFY DIMENSIONS IN FIELD B2 6'-0" 2'-3" B3 8'-9" 5'-9" B4 8'-9" 2'-3" B5 3'-0" 2'-3" B6 5'-10" 2'-6" C1 2'-4" 8'-0" SA C2 2'-4" 8'-0" SA D1 2'-6" 4'-0" D2 2'-6" 4'-0" D3 3'-10" 3'-0" D4 4'-6" 3'-0" SA D5 4'-6" 3'-8" SA D6 4'-3" 3'-7" D7 4'-3" 3'-7" D8 4'-3" 3'-7" D9 2'-6" 4'-2" D10 4'-3" 4'-2" D11 2'-6" 4'-2" D12 2'-0" 3'-0" D13 2'-3" 3'-2" D14 2'-3" 4'-2" D15 4'-3" 4'-2" SA E1 2'-0" 3'-6" F1 1'-2" 7'-8" F2 5'-0" 5'-3" SA G1 8'-0" 2'-3" G2 6'-0" 1'-4" G3 6'-0" 1'-4" BB3 9'-6" 4'-5" SA BB4 9'-6" 2'-3" SA BB5 9'-6" 6" BB6 8'-0" 3'-9" BB7 8'-0" 3'-9" BB8 9'-6" 6" BB9 9'-6" 4'-5" SA BB10 9'-6" 2'-3" SA BB11 9'-0" 4'-5" BB12 9'-0" 2'-3" BB13 2'-6" 4'-7" * REPLACEMENT WINDOW TO BE LARGER THAN EXISTING AS ALLOWED WITHIN THE CONCRETE OPENING. V.I.F. The .28 U value requirement applies to all fenestration, not just glazing. Please revise this note to include all new exterior doors and windows. 1. REFER TO BUILDING ELEVATDOOR TYPE, HEIGHT AND O2. WINDOW WIDTH AND HEIGHGC TO VERIFY ALL ROUGH TO ORDERING. GC TO VERIAND COORDINATE REPLACEACCORDINGLY.3. PROVIDE SCREENS AT ALL O4. CONTRACTOR TO PROVIDE TO MATCH DETAILS AND EX5. FIXED WINDOW SASH DIMENOPERABLE SASH.6. WINDOWS TO BE PELLA COARCADIA STEEL AS NOTED. 7. CLADDING COLOR TO BE DEPROVIDE SAMPLE FOR APPRORDERING.8. PROVIDE NESTING CRANKS9. PROVIDE SAFETY GLAZING 10. PROVIDE SAFETY GLAZING 11. GLAZING TO HAVE MAX U-VAORDINANCE 12. PROVIDE SHOP DRAWINGS PRIOR TO ORDERING.13. PATIO DOORS TO BE PROVIMANUFACURER. CLADDING GENERAL NOTESDOOR SCHEDULE Mark Door Glass Type Fire Rated Details Hardware CommentsWidth Height Thickness Head Detail Jamb Detail Sill Detail 003A 16'-0" 7'-0" 1 3/4"LOCKSET OVERHEAD DOOR - PROVIDE ELECTRIC OPERATOR 003B 3'-0" 6'-8" 1 3/4"LOCKSET 004A 3'-0" 6'-8" 1 3/4"LOCKSET 007A 3'-0" 6'-8" 1 3/4"LOCKSET REPLACE EXISTING DOOR - VERIFY DIMENSIONS IN FIELD 008A 3'-0" 6'-8" 1 3/4"LOCKSET REPLACE EXISTING DOOR - VERIFY DIMENSIONS IN FIELD 010A 2'-8" 6'-8" 1 3/4"PRIVACY 010B 2'-8" 6'-8" 1 3/4"PASSAGE 011A 2'-8" 6'-8" 1 3/4"PRIVACY 013A 3'-0" 6'-8" 1 3/4" SAFETY LOCKSET REPLACE EXISTING DOOR - VERIFY DIMENSIONS IN FIELD 013B 2'-8" 6'-8" 1 3/4"PASSAGE 114B 2'-6" 7'-0" 1 3/4"PASSAGE 100A 2'-10" 7'-0" 1 3/4"PASSAGE 100B 2'-10" 8'-0" 1 3/4"PASSAGE 100C 2'-10" 8'-0" 1 3/4"PASSAGE 102A 3'-10" 8'-0" 1 3/4"LOCKSET 103B 2'-8" 8'-0" 1 3/4"PASSAGE 104A 2'-8" 8'-0" 1 3/4"PRIVACY 104B 9'-0" 8'-0" 1 3/4" SAFETY LOCKSET 105A 1'-9" 8'-0" 1 3/4"PASSAGE 105B 1'-9" 8'-0" 1 3/4"PASSAGE 105C 5'-9" 7'-10" 1 3/4" SAFETY LOCKSET 105D 3'-0" 7'-0" 1/2" 105E 3'-0" 7'-0" 1/2" 108A 2'-8" 8'-0" 1 3/4" 110A 2'-8" 8'-0" 1 3/4"PRIVACY 110B 9'-0" 8'-0" 1 3/4" SAFETY LOCKSET 111A 2'-8" 8'-0" 1 3/4"PRIVACY 112A 2'-4" 8'-0" 1 3/4"PRIVACY 113A 4'-6" 7'-9" 1/2" SAFETY114A 2'-8" 8'-0" 1 3/4"PRIVACY 118A 2'-8" 8'-0" 1 3/4"PRIVACY 118B 2'-8" 8'-0" 1 3/4" SAFETY LOCKSET 120A 2'-6" 8'-0" 1 3/4"PRIVACY 120B 2'-6" 7'-0" 5/8" V.I.F. * REPLACEMENT WINDOW TOALLOWED WITHIN THE CONC Door 003B separates a dwelling unit from a private garage and is required to be either a solid wood door, solid or honeycomb core steel door not less than 1 3/8" thick or be a 20 minute fire rated door per IBC 406.3.4.1. All options require the door to be self-closing and self latching. Please note this as a requirement on the schedule. Note has been added to schedule Note has been revised.